|
C)2018 Westwood Professional Services, Inc.
<br />VARIABLE O ADA REQUIRED TRUNCATED
<br />DOME PER DOT STD.
<br />PLATE 7036F.F.
<br />MN/DOT
<br />APPROVED
<br />MATERIAL. o m�
<br />'a
<br />N
<br />24" MIN. ee„r-ie eSe " leoesepe 3..
<br />I°
<br />g 9
<br />FACE OF I 2.�
<br />CURB VARIABLE MATCH
<br />EXISTING WIDTH
<br />A -J
<br />PLAN ROUND ALL SLOPED
<br />TOP OF CURB INTERSECTIONS
<br />VARIABLE MATCH
<br />EXISTING WIDTH
<br />2' 2'
<br />VARIABLE
<br />SECTION B -B
<br />8" VARIES 4`0"
<br />DESIGN STREET
<br />GRADE
<br />BITUMINOUS
<br />MAZE ��- MAX 50:1 OR HWAY
<br />MAX. 20'1 CONCRETE
<br />SIDEWALK
<br />6" CONCRETE
<br />4" AGGREGATE BASE
<br />SECTION A -A CONCRETE CURB & GUTTER
<br />OV -Q `Y?- IAST REVISION:
<br />PEDESTRIAN CURB RAMP IAN 2006
<br />PATHWAY/SIDEWALK
<br />a PLATE NO.
<br />p89' STR-11A
<br />139-STR-I 1A.DWG
<br />*2" MnDOT TYPE SPWEA340E WEARING COURSE
<br />MnDOT SPEC. 2357 BITUMINOUS TACK COAT
<br />2" MnDOT TYPE SPNWA330E BASE COURSE
<br />10" MnDOT SPEC. 3138 CLASS 5, 100% CRUSHED AGGREGATE BASE
<br />12" SELECT GRANULAR SUBBASE
<br />COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)
<br />REFER TO GEOTECTNICAL REPORT FOR ADDITIONAL REQUIREMENTS
<br />PAVffiMM SECTION
<br />FINISH
<br />01*61111161111
<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 60° FROM
<br />6" TOP OR BOTTOM OF PIPE.
<br />MAX.
<br />PROVIDE 3 ANCHOR CLIPS TO FASTEN
<br />° TRASH GUARD TO FLARED END SECTION.
<br />HOT DIP GALVANIZE AFTER
<br />i FABRICATION.
<br />H`
<br />TRASH GUARD SIZING
<br />PIPE H' BOLT STD. BAR HEAVY DUTY
<br />SIZE DIA. DIA. BAR DIA.
<br />12"-24"
<br />CLASS III
<br />d50=9'
<br />4" 5/8"
<br />5/8"0
<br />3/4"0
<br />27"-48"
<br />Dia.
<br />6" 3/4"
<br />3/4"0
<br />1110
<br />54"-90"
<br />L
<br />8" 1 "
<br />1110 1
<br />1/4"0
<br />winch nM
<br />FLARED
<br />END
<br />SECTION
<br />WITH TRASH
<br />GUARD
<br />F 7A- I 1 Fj
<br />ACE OF
<br />CURB
<br />LAST REVISED:
<br />011124107
<br />STXX
<br />--I 1
<br />FACE OF
<br />CURB
<br />TABLE OF QUANITIES
<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 />4 NOTE: TYPICAL LENGTH = 50 L.F.
<br />L CATCH BASIN
<br />PLAN TYPICAL STREET SECTION
<br />1.0' 1O CLASS III
<br />CLASS III RIPRAP
<br />3' 2' RIPRAP WEAR
<br />BASE
<br />1.0' 1O CL. 5 AGG. BASE
<br />GEOTEXTILE FABRIC
<br />MNDOT 3733, TYPE IV o a; o•oo a; o•oo a; o•o� o•o�o; o•o�
<br />.o o a- .a
<br />GEOTEXTILE FABRIC MNDOT
<br />MIN
<br />3733,
<br />3733, TYPE IV. SEC, A -A SECTION B -B "t -VARIES
<br />8" 8'
<br />NOTE: --- - - O FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.
<br />2. THE CONTRACTOR SHALL PLACE RIP RAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER 4" PERF. PVC PIPE SDR 35
<br />BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA TO MATCH UNDISTURBED GRANULAR SUBBASE
<br />SOIL. MIRAFI 140-S
<br />O DIMENSION "E" EQUALS INSIDE WIDTH OF APRON. PEA ROCK OR WASHED FILTER FABRIC SOCK
<br />4. RIP RAP SHALL BE CLASS 3 SIZE UNLESS OTHERWISE NOTED ON PLANS. GRAVEL IN THIS AREA
<br />RIP -RAP AT RCP LA03 03ST V08D. LA03 03ST V08D
<br />Nestwood OUTLETS Westwood FINGER DRAIN
<br />ST05 ST08
<br />HANDICAP PARKING
<br />SPACE WITH PAINTED NOTE: BOTTOM OF
<br />INTERNATIONAL SYMBOL SIGNS TO BE
<br />8' 8' 8' OF ACCESSIBILITY WITH MOUNTED 60"-66"
<br />MIN. MIN. MIN CONTRASTING SQUARE FROM PARKING GRADE, CAP UNIT, ADHERED TO
<br />BACKGROUND, CENTERED l(\./. SEE SIGN POST SWALE AT TOP OF WALL TOP COURSE WITH
<br />TOWARD DRIVE AISLE INSTALLATION DETAIL MAY BE REQUIRED, VERIFY ADHESIVE
<br />w l Nn� NO PARKING SIGN PARKING
<br />MIN T 5' MIN. 5" 0O ® `0N� CENTERED AT HEAD OF VEHICLE
<br />HANDICAP PARKING ANCHORING PINS(AS REQUIRED)
<br />SPACE ON CENTER
<br />PARRYLAN o� MIN. AERJPLAN MIN. Ldv 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 />CENTERED AT HEAD FOR VIOLATION III-III=1 - BLOCK
<br />CURB FACE OR RAMP LANDING HANDICAP VAN
<br />OF SPACE ON CENTER
<br />GUTTER 5'-4" MIN. 4' MIN. ACCESSIBLE PARKING =III -1' 1" - 1 1/4"
<br />STRIPE VAN FILTER FABRIC it
<br />59• APPROACH _ ACCESSIBLE SIGN, 12'X6'; OR PER
<br />SLOPE MAX i HANDICAP PARKING LOCAL CODE, 8 FINISHED GRADE _
<br />RETAINED SOIL CD
<br />RAMP 8.33q RAMP ACCESS AISLE WITH AS APPLICABLE N -
<br />SEE NOTE #4 MAX. SLOPE � AR° PAINTED 12" HIGH HANDICAP o =
<br />. iPARKING UNIT DRAINAGE FILL
<br />1/2" PREFORMED JOINT CONCRETE WALK uv LETTERING OF 'NO SIGN 1=III=III=III=III=III= - -
<br />FILLER MATERIAL SECTION A -A PARKING" CENTERED (3/4" CRUSHED 111-1111111
<br />ROCK OR STONE) L,. - -III-III-III-III-III-III-III-III
<br />6" HEIGHT MAX. SIDE FLARE ROUND ALL SLOPED NOTE. SEE PLAN FOR TOWARD DRIVE AISLE 50 �1 -11 II itll III-III-III-IIT=Ii1=1�1-
<br />107 MAX. SLOPE INTERSECTIONS PARKING LAYOUT APPROXIMATE LIMITS -111 UNREINFORCED CONCRETE OR
<br />OF EXCAVATION
<br />4" WIDE PAINTED 10" DIAMETER CENTER CRUSHED STONE LEVELING PAD
<br />5' MIN. 4' MIN. 5' MIN. n STRIPING, 45 DEGREE SYMBOL IN PARKING
<br />�Ni>avJJJa CROSS HATCH STALL, ALL LINES 4" PERFORATED PVC DRAINAGE TILE NOTE: CONTRACTOR TO
<br />SIDE FLARE RAMP SIDE FLARE ® ON�� PATTERN AT 2' 0. C. TO BE 5" WIDE. WRAPPED IN FILTER FABRIC, PROVIDE ENGINEERING AND
<br />NOTES; ELEVATION OF RAMP AT ACCESS AISLE N TO DAYLIGHT OR STORM SYSTEM, FOUNDATION SOIL SHOP DRAWINGS IF WALL IS
<br />1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM FACE OF CURB AS REQUIRED GREATER THAN 4 FEET TALL.
<br />CROSS SLOPE BOTH DIRECTIONS. CONTRACTOR TO SUBMIT WALL
<br />2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% SIDEWALK _ BLOCK TYPE, SIZE, AND COLOR
<br />MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, OR �I FOR APPROVAL.
<br />PROVIDE AT -GRADE CROSSING.
<br />3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED 4
<br />SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE HANDICAP SIGN
<br />8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. CENTERED AT HEAD
<br />4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. NO TE: STRIPING TO
<br />5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. MATCH PARKING, OF SPACE, 2' MIN.
<br />6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME AREA IS UNLESS PER LOCAL AND 8' MAX. FROM
<br />INCIDENTAL, UNLESS NOTED OTHERWISE. CODE FACE OF CURB
<br />HANDICAP HANDICAP
<br />PARKING SYMBOL
<br />LAST REl/ISED: LAST REVISED:
<br />PAVEMENT SECTIONS 1110,3115 Westwood PRIVATE PEDESTRIAN CURB RAMP 01131112 VVestvvood HANDICAP ACCESSIBLE SIGNAGE
<br />SI19 SI09-CP AND STRIPING
<br />VARIES, SEE GRADING ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2)
<br />ON SIDESLOPES OF 3H:1 V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES
<br />AND LANDSCAPE PLANS 11
<br />AND PROVIDE 4 OVERLAP. TRENCH EDGES OF FABRIC TO
<br />PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH
<br />THROUGHOUT.
<br />FINISH GRADE
<br />36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS
<br />3:1 3' 1 AND TILL 6" DEPTH INTO NATIVE SOILS.
<br />12", OR PER PLAN -70% SAND, (5% PASSING THE #200 SIEVE, AND A
<br />FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.)
<br />-30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM)
<br />PRE-TREATMENT NOTES:
<br />1. IF NO PRE-TREATMENT STORM STRUCTURE OR SUMP IS IDENTIFIED,
<br />PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN
<br />SLOPED SUBGRADE SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH
<br />ENGINEER/LANDSCAPE ARCHITECT.
<br />6" PVC SLOTTED DRAINTILE,
<br />ELEVATION MAY VARY IN AGGREGATE
<br />COARSE FILTER AGGREGATE(MnDOT 3149.2H)
<br />GEOTEXTILE FABRIC -POROUS FILTER FABRIC, 12" DIA. MIN.
<br />FINISH GRADE L
<br />3:1
<br />3/:1
<br />DRAINTILE/OVERFLOW SECTION
<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 />DRAINTILE WITH POSITIVE DRAINAGE, CONNECT TO
<br />STORM SEWER OR DAYLIGHT
<br />OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN.
<br />SEE STORM SEWER PLAN
<br />DRAINTILE VALVE IN STORM STRUCTURE, NORMALLY CLOSED,
<br />AS INDICATED ON PLAN
<br />TYPICAL RAINGARDEN DETAIL
<br />I hereby certify that this plan was prepared by me or under my Revisions.
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under laws of the State of Minnesota 08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />05/30/18 - City Com ments/Storm water
<br />07/11/18 - Watershed Comments
<br />Ryan M. Bluhm 08/06/18 - City/Watershed Comments
<br />08/08/18 -City Comments
<br />Date 08/08/18 Liaenn No. 41257
<br />NOTES:
<br />LAST REl9SED: LAST REl/ISED:
<br />07119116�VgeilltWoodj MODULAR BLOCK RETAINING WALL 03131110
<br />S115 -C S134 -C
<br />1. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN
<br />AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN
<br />EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.
<br />2. FINAL EXCAVATION OF THE INFILTRATION BASIN AND
<br />INSTALLATION/INCORPORATION OF SOIL -MEDIA MIX MUST OCCUR IN DRY SOIL
<br />CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN
<br />INFILTRATION BASIN IF SOIL CONDITIONS ARE WET.
<br />3. 48 -HOURS PRIOR TO INFILTRATION BASIN OVER -EXCAVATION, THE
<br />CONTRACTOR SHALL NOTIFY THE OWNER (OR OWNER'S REPRESENTATIVE), THAT
<br />OVER -EXCAVATION WILL BE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIA
<br />PLACEMENT, AND TO VERIFY THAT EXPECTED SUB -SOIL INFILTRATION RATES WILL
<br />BE ACHIEVED. CONTRACTOR TO PROVIDE INFILTRATION TESTING, ONLY AS REQUIRED.
<br />4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH
<br />SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST
<br />BE SEGREGATED.
<br />5. AFTER OVER -EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX,
<br />USE FROST RIPPER TO DEEPLY LOOSEN SUB -SOILS TO A MINIMUM DEPTH OF 24",
<br />BEFORE BACK -FILLING WITH SOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX,
<br />INCORPORATE/RIP SOIL MEDIA MIX INTO THE LOOSENED UNDERLYING SOILS A
<br />MINIMUM DEPTH OF 6".
<br />6. USE EXCAVATOR BUCKET TO PLACE SOIL -AMENDMENT - DO NOT USE LOADER
<br />WITHIN THE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL
<br />GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND.
<br />7. IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES
<br />OF THE BASIN SHALL BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE
<br />INSTALLED AT THE TOP OF THE INFILTRATION BASIN SIDE -SLOPE AND AS REQUIRED
<br />AT THE BOTTOM OF THE SIDE -SLOPE OF THE INFILTRATION BASIN PERIMETER.
<br />EROSION CONTROL BLANKET ALONG SIDES AND BOTTOM. TEMPORARY EROSION
<br />CONTROL TO REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED WITH FINAL
<br />IMPROVEMENTS.
<br />8. INFILTRATION RATE OF RAIN GARDEN TO BE DRY WITHIN 48 HOUR PERIOD.
<br />9. SEE LANDSCAPE PLAN FOR ADDITIONAL INFO ON MULCH AND PLANTINGS.
<br />10. CONTRACTOR SHALL SUBMIT PRODUCT INFO/SAMPLE FOR APPROVAL PRIOR TO
<br />INSTALLATION INVOLVING: SOIL, DRAINTILE, AGGREGATE, FILTER FABRIC, AND
<br />EROSION CONTROL FABRIC.
<br />N.T.S.
<br />LAST REVISED:
<br />06/05/15
<br />LA22
<br />RMB Prepared for: Apex HLLC
<br />Checked: RMB
<br />Drawn: sYE 2110 Lyndale Avenue South Suite C
<br />Record Drawing by�date: Minneapolis, MN 55405
<br />20'
<br />TRENCH DRAIN
<br />RE=1016.90
<br />N
<br />SLOPE
<br />12" STM A
<br />A . ° . ' • ° °
<br />LONGITUDINAL SECTION
<br />BUILDING FACE NEENAH R -4990 -CX
<br />TYPE C GRATE
<br />MAX.3/16"
<br />GAP BITUMINOUS
<br />42" 12" 42"
<br />SLOPE SLOPE
<br />7EL.A ♦♦4d °d a °1Q d
<br />12" STM VARIES ° m CONC. PAVING
<br />• A
<br />CROSS SECTION
<br />LAST REVISED:
<br />Westwood TRENCH DRAIN 021915
<br />STXX
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />0011740DTPOl .dwg
<br />Date: 06/19/17 Sheet- 8 of 13
<br />Civil Details
<br />CLASS III
<br />d50=9'
<br />9"
<br />Dia.
<br />18'
<br />Depth
<br />Round
<br />L
<br />Depth
<br />Granula
<br />Pipe
<br />Riprap
<br />Fllter
<br />(In.)
<br />(Ft.)
<br />(Cu. Yd.)
<br />12
<br />8
<br />4.1
<br />2.1
<br />15
<br />8
<br />4.4
<br />2.2
<br />18
<br />10
<br />5.9
<br />3.0
<br />21
<br />10
<br />6.3
<br />3.2
<br />24
<br />12
<br />8.3
<br />4.2
<br />27
<br />12
<br />8.7
<br />4.4
<br />30
<br />14
<br />10.9
<br />5.5
<br />36
<br />16
<br />13.8
<br />6.9
<br />42
<br />18
<br />16.3
<br />8.2
<br />48
<br />20
<br />19.4
<br />9.7
<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 />4 NOTE: TYPICAL LENGTH = 50 L.F.
<br />L CATCH BASIN
<br />PLAN TYPICAL STREET SECTION
<br />1.0' 1O CLASS III
<br />CLASS III RIPRAP
<br />3' 2' RIPRAP WEAR
<br />BASE
<br />1.0' 1O CL. 5 AGG. BASE
<br />GEOTEXTILE FABRIC
<br />MNDOT 3733, TYPE IV o a; o•oo a; o•oo a; o•o� o•o�o; o•o�
<br />.o o a- .a
<br />GEOTEXTILE FABRIC MNDOT
<br />MIN
<br />3733,
<br />3733, TYPE IV. SEC, A -A SECTION B -B "t -VARIES
<br />8" 8'
<br />NOTE: --- - - O FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.
<br />2. THE CONTRACTOR SHALL PLACE RIP RAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER 4" PERF. PVC PIPE SDR 35
<br />BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA TO MATCH UNDISTURBED GRANULAR SUBBASE
<br />SOIL. MIRAFI 140-S
<br />O DIMENSION "E" EQUALS INSIDE WIDTH OF APRON. PEA ROCK OR WASHED FILTER FABRIC SOCK
<br />4. RIP RAP SHALL BE CLASS 3 SIZE UNLESS OTHERWISE NOTED ON PLANS. GRAVEL IN THIS AREA
<br />RIP -RAP AT RCP LA03 03ST V08D. LA03 03ST V08D
<br />Nestwood OUTLETS Westwood FINGER DRAIN
<br />ST05 ST08
<br />HANDICAP PARKING
<br />SPACE WITH PAINTED NOTE: BOTTOM OF
<br />INTERNATIONAL SYMBOL SIGNS TO BE
<br />8' 8' 8' OF ACCESSIBILITY WITH MOUNTED 60"-66"
<br />MIN. MIN. MIN CONTRASTING SQUARE FROM PARKING GRADE, CAP UNIT, ADHERED TO
<br />BACKGROUND, CENTERED l(\./. SEE SIGN POST SWALE AT TOP OF WALL TOP COURSE WITH
<br />TOWARD DRIVE AISLE INSTALLATION DETAIL MAY BE REQUIRED, VERIFY ADHESIVE
<br />w l Nn� NO PARKING SIGN PARKING
<br />MIN T 5' MIN. 5" 0O ® `0N� CENTERED AT HEAD OF VEHICLE
<br />HANDICAP PARKING ANCHORING PINS(AS REQUIRED)
<br />SPACE ON CENTER
<br />PARRYLAN o� MIN. AERJPLAN MIN. Ldv 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 />CENTERED AT HEAD FOR VIOLATION III-III=1 - BLOCK
<br />CURB FACE OR RAMP LANDING HANDICAP VAN
<br />OF SPACE ON CENTER
<br />GUTTER 5'-4" MIN. 4' MIN. ACCESSIBLE PARKING =III -1' 1" - 1 1/4"
<br />STRIPE VAN FILTER FABRIC it
<br />59• APPROACH _ ACCESSIBLE SIGN, 12'X6'; OR PER
<br />SLOPE MAX i HANDICAP PARKING LOCAL CODE, 8 FINISHED GRADE _
<br />RETAINED SOIL CD
<br />RAMP 8.33q RAMP ACCESS AISLE WITH AS APPLICABLE N -
<br />SEE NOTE #4 MAX. SLOPE � AR° PAINTED 12" HIGH HANDICAP o =
<br />. iPARKING UNIT DRAINAGE FILL
<br />1/2" PREFORMED JOINT CONCRETE WALK uv LETTERING OF 'NO SIGN 1=III=III=III=III=III= - -
<br />FILLER MATERIAL SECTION A -A PARKING" CENTERED (3/4" CRUSHED 111-1111111
<br />ROCK OR STONE) L,. - -III-III-III-III-III-III-III-III
<br />6" HEIGHT MAX. SIDE FLARE ROUND ALL SLOPED NOTE. SEE PLAN FOR TOWARD DRIVE AISLE 50 �1 -11 II itll III-III-III-IIT=Ii1=1�1-
<br />107 MAX. SLOPE INTERSECTIONS PARKING LAYOUT APPROXIMATE LIMITS -111 UNREINFORCED CONCRETE OR
<br />OF EXCAVATION
<br />4" WIDE PAINTED 10" DIAMETER CENTER CRUSHED STONE LEVELING PAD
<br />5' MIN. 4' MIN. 5' MIN. n STRIPING, 45 DEGREE SYMBOL IN PARKING
<br />�Ni>avJJJa CROSS HATCH STALL, ALL LINES 4" PERFORATED PVC DRAINAGE TILE NOTE: CONTRACTOR TO
<br />SIDE FLARE RAMP SIDE FLARE ® ON�� PATTERN AT 2' 0. C. TO BE 5" WIDE. WRAPPED IN FILTER FABRIC, PROVIDE ENGINEERING AND
<br />NOTES; ELEVATION OF RAMP AT ACCESS AISLE N TO DAYLIGHT OR STORM SYSTEM, FOUNDATION SOIL SHOP DRAWINGS IF WALL IS
<br />1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM FACE OF CURB AS REQUIRED GREATER THAN 4 FEET TALL.
<br />CROSS SLOPE BOTH DIRECTIONS. CONTRACTOR TO SUBMIT WALL
<br />2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% SIDEWALK _ BLOCK TYPE, SIZE, AND COLOR
<br />MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, OR �I FOR APPROVAL.
<br />PROVIDE AT -GRADE CROSSING.
<br />3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED 4
<br />SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE HANDICAP SIGN
<br />8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. CENTERED AT HEAD
<br />4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. NO TE: STRIPING TO
<br />5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. MATCH PARKING, OF SPACE, 2' MIN.
<br />6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME AREA IS UNLESS PER LOCAL AND 8' MAX. FROM
<br />INCIDENTAL, UNLESS NOTED OTHERWISE. CODE FACE OF CURB
<br />HANDICAP HANDICAP
<br />PARKING SYMBOL
<br />LAST REl/ISED: LAST REVISED:
<br />PAVEMENT SECTIONS 1110,3115 Westwood PRIVATE PEDESTRIAN CURB RAMP 01131112 VVestvvood HANDICAP ACCESSIBLE SIGNAGE
<br />SI19 SI09-CP AND STRIPING
<br />VARIES, SEE GRADING ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2)
<br />ON SIDESLOPES OF 3H:1 V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES
<br />AND LANDSCAPE PLANS 11
<br />AND PROVIDE 4 OVERLAP. TRENCH EDGES OF FABRIC TO
<br />PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH
<br />THROUGHOUT.
<br />FINISH GRADE
<br />36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS
<br />3:1 3' 1 AND TILL 6" DEPTH INTO NATIVE SOILS.
<br />12", OR PER PLAN -70% SAND, (5% PASSING THE #200 SIEVE, AND A
<br />FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.)
<br />-30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM)
<br />PRE-TREATMENT NOTES:
<br />1. IF NO PRE-TREATMENT STORM STRUCTURE OR SUMP IS IDENTIFIED,
<br />PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN
<br />SLOPED SUBGRADE SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH
<br />ENGINEER/LANDSCAPE ARCHITECT.
<br />6" PVC SLOTTED DRAINTILE,
<br />ELEVATION MAY VARY IN AGGREGATE
<br />COARSE FILTER AGGREGATE(MnDOT 3149.2H)
<br />GEOTEXTILE FABRIC -POROUS FILTER FABRIC, 12" DIA. MIN.
<br />FINISH GRADE L
<br />3:1
<br />3/:1
<br />DRAINTILE/OVERFLOW SECTION
<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 />DRAINTILE WITH POSITIVE DRAINAGE, CONNECT TO
<br />STORM SEWER OR DAYLIGHT
<br />OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN.
<br />SEE STORM SEWER PLAN
<br />DRAINTILE VALVE IN STORM STRUCTURE, NORMALLY CLOSED,
<br />AS INDICATED ON PLAN
<br />TYPICAL RAINGARDEN DETAIL
<br />I hereby certify that this plan was prepared by me or under my Revisions.
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under laws of the State of Minnesota 08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />05/30/18 - City Com ments/Storm water
<br />07/11/18 - Watershed Comments
<br />Ryan M. Bluhm 08/06/18 - City/Watershed Comments
<br />08/08/18 -City Comments
<br />Date 08/08/18 Liaenn No. 41257
<br />NOTES:
<br />LAST REl9SED: LAST REl/ISED:
<br />07119116�VgeilltWoodj MODULAR BLOCK RETAINING WALL 03131110
<br />S115 -C S134 -C
<br />1. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN
<br />AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN
<br />EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.
<br />2. FINAL EXCAVATION OF THE INFILTRATION BASIN AND
<br />INSTALLATION/INCORPORATION OF SOIL -MEDIA MIX MUST OCCUR IN DRY SOIL
<br />CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN
<br />INFILTRATION BASIN IF SOIL CONDITIONS ARE WET.
<br />3. 48 -HOURS PRIOR TO INFILTRATION BASIN OVER -EXCAVATION, THE
<br />CONTRACTOR SHALL NOTIFY THE OWNER (OR OWNER'S REPRESENTATIVE), THAT
<br />OVER -EXCAVATION WILL BE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIA
<br />PLACEMENT, AND TO VERIFY THAT EXPECTED SUB -SOIL INFILTRATION RATES WILL
<br />BE ACHIEVED. CONTRACTOR TO PROVIDE INFILTRATION TESTING, ONLY AS REQUIRED.
<br />4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH
<br />SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST
<br />BE SEGREGATED.
<br />5. AFTER OVER -EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX,
<br />USE FROST RIPPER TO DEEPLY LOOSEN SUB -SOILS TO A MINIMUM DEPTH OF 24",
<br />BEFORE BACK -FILLING WITH SOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX,
<br />INCORPORATE/RIP SOIL MEDIA MIX INTO THE LOOSENED UNDERLYING SOILS A
<br />MINIMUM DEPTH OF 6".
<br />6. USE EXCAVATOR BUCKET TO PLACE SOIL -AMENDMENT - DO NOT USE LOADER
<br />WITHIN THE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL
<br />GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND.
<br />7. IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES
<br />OF THE BASIN SHALL BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE
<br />INSTALLED AT THE TOP OF THE INFILTRATION BASIN SIDE -SLOPE AND AS REQUIRED
<br />AT THE BOTTOM OF THE SIDE -SLOPE OF THE INFILTRATION BASIN PERIMETER.
<br />EROSION CONTROL BLANKET ALONG SIDES AND BOTTOM. TEMPORARY EROSION
<br />CONTROL TO REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED WITH FINAL
<br />IMPROVEMENTS.
<br />8. INFILTRATION RATE OF RAIN GARDEN TO BE DRY WITHIN 48 HOUR PERIOD.
<br />9. SEE LANDSCAPE PLAN FOR ADDITIONAL INFO ON MULCH AND PLANTINGS.
<br />10. CONTRACTOR SHALL SUBMIT PRODUCT INFO/SAMPLE FOR APPROVAL PRIOR TO
<br />INSTALLATION INVOLVING: SOIL, DRAINTILE, AGGREGATE, FILTER FABRIC, AND
<br />EROSION CONTROL FABRIC.
<br />N.T.S.
<br />LAST REVISED:
<br />06/05/15
<br />LA22
<br />RMB Prepared for: Apex HLLC
<br />Checked: RMB
<br />Drawn: sYE 2110 Lyndale Avenue South Suite C
<br />Record Drawing by�date: Minneapolis, MN 55405
<br />20'
<br />TRENCH DRAIN
<br />RE=1016.90
<br />N
<br />SLOPE
<br />12" STM A
<br />A . ° . ' • ° °
<br />LONGITUDINAL SECTION
<br />BUILDING FACE NEENAH R -4990 -CX
<br />TYPE C GRATE
<br />MAX.3/16"
<br />GAP BITUMINOUS
<br />42" 12" 42"
<br />SLOPE SLOPE
<br />7EL.A ♦♦4d °d a °1Q d
<br />12" STM VARIES ° m CONC. PAVING
<br />• A
<br />CROSS SECTION
<br />LAST REVISED:
<br />Westwood TRENCH DRAIN 021915
<br />STXX
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />0011740DTPOl .dwg
<br />Date: 06/19/17 Sheet- 8 of 13
<br />Civil Details
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