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©2018 Westwood Professional Services, Inc.
<br />6"
<br />MAX.
<br />SEE PLATE NO. ST05 FOR RIPRAP PLACEMENT.
<br />ANCHOR CLIP
<br />TIE LAST 3 PIPE JOINTS. USE
<br />2 TIE BOLT FASTENERS PER
<br />JOINT. INSTALL AT 600 FROM
<br />TOP OR BOTTOM OF PIPE.
<br />PROVIDE 3 ANCHOR CLIPS TO FASTEN
<br />TRASH GUARD TO FLARED END SECTION
<br />HOT DIP GALVANIZE AFTER
<br />FABRICATION.
<br />H J
<br />TRASH GUARD SIZING
<br />PIPE 'H' BOLT STD. BAR HEAVY DUTY
<br />SIZE DIA. DIA. BAR DIA.
<br />12"-24" 4" 5/8" 5/8"0 3/4"0
<br />27"-48" 6" 3/4" 3/4"0 1110
<br />54"-90" 8" 1" 1110 1 1/4"0
<br />LAST REVISED.
<br />Wfts{wood FLARED END SECTION WITH TRASH GUARD 1 01104107
<br />ACE Of
<br />CURE
<br />STXX
<br />CK OF `3_1`2 I 5
<br />i17
<br />4
<br />B
<br />L
<br />PLAN
<br />TABLE OF QUANITIES
<br />-I--_ 3' 2 11. ' RIPRAP
<br />1.0' 1O
<br />Illlli
<br />GEOTEXTILE FABRIC MNDOT
<br />3733, TYPE IV. SEC, A -A
<br />NOTF-
<br />1.0' 1O
<br />RIPRAP
<br />GEOTEXTILE FABRIC
<br />MNDOT 3733, TYPE IV
<br />SECTION B -B
<br />9" MIN.
<br />BITUMINOUS PAVEMENT
<br />CL. 5 AGGREGATE
<br />GRAN. SUBBASE
<br />'�- 4" PERFORATED PVC PIPE SDR 35
<br />W/ FABRIC SOCK
<br />GROUT INSIDE & OUTSIDE
<br />OF CATCH BASIN
<br />NOTE: TYPICAL LENGTH = 50 L.F.
<br />CATCH BASIN
<br />TYPICAL STREET SECTION
<br />WEAR
<br />BASE
<br />CL. 5 AGG. BASES
<br />°au•a°. a,0.: >ao o �•"aMoIN4 i
<br />o•a°�,o
<br />u•a�
<br />g" gVARIES
<br />U
<br />CLASS II
<br />d50=6
<br />CLASS III
<br />d50=9"
<br />CLASS IV
<br />d50=12•'
<br />2.
<br />6"
<br />SEED AND WOODFIBER
<br />9"
<br />4" PERF. PVC
<br />12"
<br />Dia.
<br />BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA
<br />12
<br />Depth
<br />18"
<br />Depth
<br />24"
<br />Depth
<br />Round
<br />L
<br />Depth
<br />Granular
<br />Depth
<br />Granular
<br />Depth
<br />Granular
<br />Pipe
<br />SOCK
<br />Riprap
<br />Filter
<br />Riprap
<br />Filter
<br />Riprap
<br />Filter
<br />(In.)
<br />(Ft.)
<br />(Cu. Yd.)
<br />(Cu. Yd.)
<br />(Cu. Yd.)
<br />(Cu. Yd.)
<br />(Cu. Yd.)
<br />(Cu. Yd.)
<br />12
<br />8
<br />2.8
<br />1.4
<br />4.1
<br />2.1
<br />5.5
<br />2.8
<br />15
<br />8
<br />2.9
<br />1.5
<br />4.4
<br />2.2
<br />5.8
<br />2.9
<br />18
<br />10
<br />3.9
<br />2.0
<br />5.9
<br />3.0
<br />7.8
<br />3.9
<br />21
<br />10
<br />4.2
<br />2.1
<br />6.3
<br />3.2
<br />8.4
<br />4.2
<br />24
<br />12
<br />5.5
<br />2.8
<br />8.3
<br />4.2
<br />11.0
<br />5.5
<br />27
<br />12
<br />5.8
<br />2.9
<br />8.7
<br />4.4
<br />11.6
<br />5.8
<br />30
<br />14
<br />7.3
<br />3.7
<br />10.9
<br />5.5
<br />14.5
<br />7.3
<br />36
<br />16
<br />9.2
<br />4.6
<br />13.8
<br />6.9
<br />18.3
<br />9.2
<br />42
<br />18
<br />10.9
<br />5.5
<br />16.3
<br />8.2
<br />21.7
<br />10.9
<br />48
<br />20
<br />12.9
<br />6.5
<br />19.4
<br />9.7
<br />25.8
<br />12.9
<br />-I--_ 3' 2 11. ' RIPRAP
<br />1.0' 1O
<br />Illlli
<br />GEOTEXTILE FABRIC MNDOT
<br />3733, TYPE IV. SEC, A -A
<br />NOTF-
<br />1.0' 1O
<br />RIPRAP
<br />GEOTEXTILE FABRIC
<br />MNDOT 3733, TYPE IV
<br />SECTION B -B
<br />9" MIN.
<br />BITUMINOUS PAVEMENT
<br />CL. 5 AGGREGATE
<br />GRAN. SUBBASE
<br />'�- 4" PERFORATED PVC PIPE SDR 35
<br />W/ FABRIC SOCK
<br />GROUT INSIDE & OUTSIDE
<br />OF CATCH BASIN
<br />NOTE: TYPICAL LENGTH = 50 L.F.
<br />CATCH BASIN
<br />TYPICAL STREET SECTION
<br />WEAR
<br />BASE
<br />CL. 5 AGG. BASES
<br />°au•a°. a,0.: >ao o �•"aMoIN4 i
<br />o•a°�,o
<br />u•a�
<br />g" gVARIES
<br />U
<br />FOR PIPES GREATER OR EQUAL TO 30", USE 15.
<br />2.
<br />THE CONTRACTOR SHALL PLACE RIP RAP, PULVERIZED TOPSOIL,
<br />SEED AND WOODFIBER
<br />4" PERF. PVC
<br />PIPE SDR 35
<br />BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA
<br />TO MATCH UNDISTURBED
<br />GRANULAR SUBBASE
<br />12" STM
<br />a
<br />a •
<br />°° < a
<br />SOIL.
<br />MIRAFI 140-S
<br />MnDOT SPEC. 2357 BITUMINOUS TACK COAT
<br />O
<br />DIMENSION "E" EQUALS INSIDE WIDTH OF APRON.
<br />PEA ROCK OR WASHED
<br />FILTER FABRIC
<br />SOCK
<br />4.
<br />RIP RAP SHALL BE CLASS 3 SIZE UNLESS OTHERWISE NOTED ON
<br />PLANS.
<br />GRAVEL IN THIS AREA
<br />12" SELECT GRANULAR SUBBASE
<br />BUILDING FACE
<br />RIP AT RCP
<br />COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)
<br />LA0j/0j/08ST V10.
<br />TYPE C GRATE
<br />REFER TO GE07EC77VICAL REPORT FOR ADDITIONAL REQUIREMENTS.
<br />MAX -3/16"
<br />L REVISED:AST
<br />-RAP
<br />OUTLETS
<br />BITUMINOUS
<br />PAVENEW SECTION
<br />FINGER
<br />DRAIN
<br />42"
<br />03 03 8
<br />SLOPE
<br />ST05
<br />Westwood
<br />ST08
<br />d °
<br />HANDICAP PARKING
<br />d
<br />SPACE WITH PAINTED
<br />NOTE: BOTTOM OF
<br />INTERNATIONAL SYMBOL
<br />SIGNS TO BE
<br />12" STM
<br />8 8' 8' OF ACCESSIBILITY WITH
<br />MOUNTED 60"-66"
<br />a ° m
<br />CONC. PAVING
<br />�I L URB FACE OF CONTRASTING SQUARE FROM PARKING GRADE, CAP UNIT, ADHERED TO
<br />�I� MIN. MIN. MIN
<br />0 O3 i`�1 CURB BACKGROUND, CENTERED (v SEE SIGN POST SWALE AT TOP OF WALL TOP COURSE WITH
<br />3 TOWARD DRIVE AISLE INSTALLATION DETAIL MAY BE REQUIRED, VERIFY
<br />_ _ ADHESIVE
<br />❑l�n� NO PARKING SIGN PARKING
<br />N M w0 ® 011111avd CENTERED AT HEAD OF
<br />4' MIN. MIN. 5' Y+' MIN. 5' o °N� VEHICLE ID HANDICAP PARKING ANCHORING PINS AS REQUIRED
<br />SPACE ON CENTER
<br />PARR�LAN 00 MIN. AERJPLAN MIN. U STRIPE REQUIRED SIGN, 12"X18'; OR 8" MIN. LOW PERMEABLE SOIL
<br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP � HANDICAP SIGN UP TO $200 FINE PER LOCAL CODE CONCRETE MODULAR
<br />U. CENTERED AT HEAD FOR VIOLATION BLOCK
<br />CURB FACE OR RAMP LANDING OF SPACE ON CEN TER HANDICAP VAN
<br />-III-1 I I -I I r
<br />GUTTER 5'-4" MIN. 4' MIN. ACCESSIBLE PARKING " =III=III 1" - 1 1/4"
<br />STRIPE VAN FILTER FABRIC II.
<br />59 APPROACH ___ _______ SIGN, 12"X6'; OR PER
<br />SLOPE MAX I_T HANDICAP PARKING ACCESSIBLE LOCAL CODE, II 8 FINISHED GRADE _
<br />RETAINED SOIL (�
<br />RAMP 8.339' RAMP ACCESS AISLE WITH AS APPLICABLE 7) -
<br />SEE NOTE #4 MAX. SLOPE NO PAINTED 12" HIGH _ o =
<br />__ HANDICAP
<br />�. (PARKING UNIT DRAINAGE FILL
<br />1/2" PREFORMED JOINT CONCRETE WALK uV LETTERING OF 'NO SIGN IEE
<br />(3/4" CRUSHED III III -III III -III III III III-ISI-1�1-
<br />FILLER MATERIAL SECTION A -A PARKING" CENTERED _
<br />NOTE.' SEE PLAN FOR TOWARD DRIVE AISLE o ROCK OR STONE)
<br />III
<br />IIIIIIIIIIIIIII1lIElIIIIIIIIIIIIII=III=IIllll-'
<br />6" HEIGHT MAX. SIDE FLARE ROUND ALL SLOPED 5 111=l -
<br />PARKING LAYOUT =111= :I I -111-III-111- I , -
<br />10Z MAX. SLOPE INTERSECTIONS APPROXIMATE LIMITS UNREINFORCED CONCRETE OR
<br />4" WIDE PAINTED 10" DIAMETER CENTER OF EXCAVATION CRUSHED STONE LEVELING PAD
<br />5' MIN. 4' MIN. 5' MIN.n STR/P/NG, 45 DEGREE SYMBOL IN PARKING
<br />°NiravJJJd CROSS HATCH STALL, ALL LINES 4" PERFORATED PVC DRAINAGE TILE NOTE: CONTRACTOR TO
<br />SIDE FLARE RAMP SIDE FLARE R-1
<br />ON, \ ® PATTERN AT 2' O.C.
<br />NOTES: ELEVATION OF RAMP TO BE 5" WIDE. WRAPPED IN FILTER FABRIC, FOUNDATION SOIL PROVIDE ENGINEERING AND
<br />• AT ACCESS AISLE TO DAYLIGHT OR STORM SYSTEM SHOP DRAWINGS IF WALL IS
<br />1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM
<br />CROSS SLOPE BOTH DIRECTIONS.
<br />2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2%
<br />MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, OR
<br />PROVIDE AT -GRADE CROSSING.
<br />3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED
<br />SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE
<br />8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.
<br />4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.
<br />5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.
<br />6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME AREA IS
<br />INCIDENTAL, UNLESS NOTED OTHERWISE.
<br />LAST REVISED.
<br />Westwood PRIVATE PEDESTRIAN CURB RAMP o' 31 12
<br />SI09-CP
<br />Westwood
<br />Phone (952) 937-5150 7699 Anagram Drive
<br />Fax (952) 937-5822 Eden Prairie, MN 55344
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />FACE OF CURB N AS REQUIRED GREATER THAN 4 FEET TALL.
<br />SIDEWALK CONTRACTOR TO SUBMIT WALL
<br />BLOCK TYPE, SIZE, AND COLOR
<br />I FOR APPROVAL.
<br />�- HANDICAP SIGN
<br />NOTE: STRIPING TO CENTERED AT HEAD
<br />MATCH PARKING, OF SPACE, 2' MIN.
<br />UNLESS PER LOCAL AND 8' MAX. FROM
<br />CODE FACE OF CURB
<br />HANDICAP HANDICAP
<br />PARKING SYMBOL
<br />Westwood HANDICAP ACCESSIBLE SIGNAGE
<br />AND STRIPING
<br />I hereby certify that this plan was prepared by me or under my
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under ffie laws of the State of Minnesota
<br />%R,>L
<br />Ryan K Bluhm
<br />Dabs 03/20/18 License No. 41257
<br />Reviskmic
<br />08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />"ll,
<br />/
<br />67.5°
<br />LAST REVISED:
<br />0L/9 16
<br />S115 -C
<br />LAST REVISED:
<br />Westwood MODULAR BLOCK RETAINING WALL o3 31 10
<br />S134 -C
<br />PUB
<br />�e& RMB
<br />Drawn: SYE
<br />Record Drawing by/date:
<br />20'
<br />TRENCH DRAIN
<br />RE=1016.90
<br />TRENCH DRAIN
<br />Prepared for: Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />LAST REVISED:
<br />021915 Westwood
<br />STXX
<br />PAVEMENT SECTIONS
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />LAST REVISED:
<br />11/03/15
<br />S119
<br />0011740DTP01.dwg
<br />Date: 06/19/17 Sheet•. 8 of 13
<br />Civil Details
<br />N
<br />SLOPE
<br />,
<br />12" STM
<br />a
<br />a •
<br />°° < a
<br />2" MnDOT TYPE SPWEA340E WEARING COURSE
<br />MnDOT SPEC. 2357 BITUMINOUS TACK COAT
<br />2" MnDOT TYPE SPNWA330E BASE COURSE
<br />LONGITUDINAL SECTION
<br />10" MnDOT SPEC. 3138 CLASS 5, 100% CRUSHED AGGREGATE BASE
<br />12" SELECT GRANULAR SUBBASE
<br />BUILDING FACE
<br />NEENAH R -4990 -CX
<br />COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)
<br />TYPE C GRATE
<br />REFER TO GE07EC77VICAL REPORT FOR ADDITIONAL REQUIREMENTS.
<br />MAX -3/16"
<br />GAP
<br />BITUMINOUS
<br />PAVENEW SECTION
<br />42"
<br />12"
<br />42"
<br />SLOPE
<br />SLOPE
<br />d °
<br />d
<br />10"
<br />d
<br />a �
<br />12" STM
<br />EL. VARIES
<br />a ° m
<br />CONC. PAVING
<br />CROSS SECTION
<br />TRENCH DRAIN
<br />Prepared for: Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />LAST REVISED:
<br />021915 Westwood
<br />STXX
<br />PAVEMENT SECTIONS
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />LAST REVISED:
<br />11/03/15
<br />S119
<br />0011740DTP01.dwg
<br />Date: 06/19/17 Sheet•. 8 of 13
<br />Civil Details
<br />
|