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P E R K I N
<br /> B612 CURB GENERAL NOTES:
<br /> AND GUTTER\ NOTE:
<br /> EACH DRIVEWAY 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.
<br /> WIDTH PER PLAN-1PANEL NOT TO APoBmate WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. + W I L L
<br /> EXCEED 100 SQ.FT. Location 2360 SPWEA240 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL
<br /> 27APER Z x 6 1 CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED o SLOPE.
<br /> M IL TO AT LEAST 100% STANDARD PROCTOR DENSITY. 84 10th St.South
<br /> 0NON-WEARING COURSE PER 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT.
<br /> SIDEWALK WIDTH Sidewalk Suite 200
<br /> N 0 PER PLAN. MN/DOT 2360 SPNWB230 SAND SUBBASE, SELECT GRANULAR MATERIAL, PER 5. FOLLOW ALL CITY OF ARDEN HILLS AND RAMSEY COUNTY RULES, REGULATIONS AND SPECIFICATIONS Minneapolis,MN 55403
<br /> EXPANSI N JOINT Ramp Ramp MN/DOT SPECIFICATION 3149.2133. WHEN WORKING IN PUBLIC RIGHT OF WAY. t61212.851.5001
<br /> TRANSITION CURB 2" 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW f 6inswil.com
<br /> RADIUS PER X FROM FULL HGT w 1 ° www. erkinswill.com
<br /> 2.. PAVEMENT/CURB/SIDEWALK MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. P
<br /> GEOMETRIC PLAN C� STREET TO m °°° ° ° ° ° °°°
<br /> ° ° , ° 6" MIN. 7. ALL PARKING STALLS ARE TO BE 9 FEET WIDE BY 18 FEET LONG. REFER TO LAYOUTS 1/C04.01 CONSULTANTS
<br /> MATCH C� SDWK � 4 In. Solid Line 1�fhrte °
<br /> EXPANSION 5" CONC. 12" MIN. AND 1/C04.02 FOR ACCESSIBLE PARKING STALLS.
<br /> International Symbol of CIVIUSTRUCTURAL
<br /> JOINT (NO MESH FLOW 8. THE CONTRACTOR IS TO CONTACT THE LAKE JOHANNA FIRE DEPARTMENT FOR THE EXACT
<br /> Aess�bilily PLACEMENT OF FIRE LANES, YELLOW-PAINTED CURBING AND NO PARKING AREAS FOR FIRE
<br /> LINE sea detail A 1III1 III-III III III1
<br /> PROTECTION PURPOSES.
<br /> IIIIIIIII-III IIIIIIIII1 12" MIN.
<br /> � 4 in- Solid Line Whits Border BKBM
<br /> NO LIP
<br /> CURB AND GUTTER 2 4 in, Solid Line White D4aganats PAVING NOTES: ENGINEERS -
<br /> PER CITY STANDARDS F 3 ft.Canter-to-Comer
<br /> 12 in.Solid White Lettering(optional) SCARIFY AND RECOMPACT SUBGRADE TO 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE
<br /> AT LEAST 100% STANDARD PROCTOR DOORS.
<br /> can DENSITY-PROOF ROLL PER MN/DOT 2111 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. 5930 Brooklyn Boulevard
<br /> to d rd 1: 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. NO ABRUPT GRADE
<br /> Standard Stall TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. Minneapolis,0420Fa M 3) 843-0421
<br /> 10 CONCRETE DRIVE ENTRANCE 2518
<br /> rrtinirrtum ilnittimum 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY OF ARDEN HILLS (763) 843-0420 Fax: (ww.www.bkbm.com
<br /> C04-00 NOT TO SCALE STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL AND INSTALLATION METHODS. WWW.bkbm.Com
<br /> SINGLE PARKING STALL 4 LIGHT-DUTY B ITU M I N 0 U S PAVE M ENT 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST JOINT. COORDINATE
<br /> NOT TO SCALE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. INSTALL DRIVE
<br /> C04-OO ENTRANCE PER CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF MICHAUD COOLEY
<br /> Alternate Locations ARDEN HILLS AND RAMSEY COUNTY REQUIREMENTS FOR TRAFFIC CONTROL. ERICKSON
<br /> -- w 333 SOUTH SEVENTH STREET,SUITE 1200
<br /> MINNEAPOLIS,MN 55402
<br /> Oufb Ramp www.micP 612.339.4941
<br /> CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED
<br /> TO AT LEAST 100% STANDARD PROCTOR DENSITY. 3/8" STEEL PLATE AT TOP,
<br /> i 1 12" MIN. SLOPE DOWN, WELD ALL SIDES
<br /> BROOM FINISH SAND SUBBASE, SELECT GRANULAR MATERIAL, PER 4 in. Slid Line White
<br /> MN/DOT SPECIFICATION 3149.2B3. METAL SIGN ACCORDING TO MN
<br /> L 4 in. 5did Line White Bowler STATE STATUTE 169.346 WHITE
<br /> LEGEND AND BORDER ON BLUE
<br /> 5" CONCRETE PAVEMENT PER SPECIFICATIONS. z PARKING BACKGROUND, FULLY REFLECTORIZED
<br /> ° a A in. Solid Line White D7 Monals
<br /> 3 ft.Canter-to-Center VEHICLE ID ATTACH 6" X12" "VAN ACCESSIBLE"
<br /> 8 MIN EQUIRED
<br /> _ SIGN TO POST IF APPLICABLE
<br /> 12 in-Solid White Lettering(opt.onal)
<br /> 12" MIN. F
<br /> 6» 16 GA. 2j-INCH OD GALVANIZED
<br /> Intrtnational Syrnl}ol0f UP TO $200 FINE STEEL SIGN POST
<br /> Aocew bitit (optional) FOR VIOLATION
<br /> IIIIIIIIIIIIIIIIIIIIIIIIIsee I
<br /> -III III III-III III-III III III 1- VAN
<br /> minimum mimimurll minimum ACCESSIBLE WHERE CONCRETE OCCURS AT BASE USE
<br /> COMPACTED SUBGRADE. 4'-O" MIN. 1-1/2" EXPANSION MATERIAL AND
<br /> DOUBLE PARKING STALL URETHANE CAULK.
<br /> NOTE: JOINT SPACING SHALL NOT EXCEED 10:1 SLOPE PUD
<br /> 24 TO 30 TIMES THE PAVEMENT THICKNESS
<br /> WITH A MAXIMUM OF 15 FEET. CONCRETE SURFACE APPLICATION
<br /> 7 PEDESTRIAN CURB RAMP - DETECTABLE WARNING - = ALL PLAN DIMENSIONS BACK OF CURB MAY 02, 2016
<br /> C04-00 NOT TO SCALE a = 4" LONG STUDS WELD AT ARE TO FACE OF CURB
<br /> 1 1 CONCRETE PAVEMENT 2'_6'° QUARTER POINTS 8" ON CENTER (6" TO BACK OF CURB)
<br /> 6" 1/2" R
<br /> 3'-0"
<br /> C04-00 NOT TO SCALE 4 CONCRETE BASE SLOPE 3/4" PER FOOT
<br /> a TO FINISHED GRADE 1
<br /> D �
<br /> 3
<br /> 14" 1/2�� R 3,. R
<br /> EXTEND AGGREGATE
<br /> BASE A MINIMUM OF \ °
<br /> 12" FROM EDGE OF , ° . ° NOT FOR
<br /> GUTTER OR MATCH a °
<br /> 18" 18" INTO AGGREGATE BASE
<br /> 5 ACCESSIBLE SIGN AND POST - CONCRETE PLACEMENT OF APPROPRIATE 7" CONSTRUCTION
<br /> W, 2" MIN. DEPTH AGGREGATE BASE SLOPE PAVEMENT SECTION ° 8
<br /> COMPACTED TO 100% STANDARD C NOT TO SCALE 1:1 SLOPE
<br /> C \tK PROCTOR DENSITY 3/4 FOOT CO4-OO
<br /> 00 .'° °
<br /> O O oQ O Q O 00 O OO O O o o o 040 0 o O o 00 O o
<br /> ° � ° � ° ° °° ° °° � ° ° ° ° °° LAND O'LAKES
<br /> N o O 0 0 O O 0 0 0 0
<br /> °N 1 7» ° �a °a' D o O o o ° ° 0 O o O oo° o
<br /> O a a O o o 0 0 0 O DO
<br /> SLOPE 1/4" PER FT. °. ° :e ° � 1:1 ° ° � ° °a ° a ° 12" MIN. 12" 8 12" MIN.
<br /> HEADQUARTERS
<br /> °o° °Qo°°O°o°o° °a°°°000 $10 o°o0�o°oo�o°oo °a° ° O° °00 SLOPE 2" MIN O O O O\O O O O O ° O O O O CONSOLIDATION
<br /> 0 0 Oo OO O OO o °o�Q0° O O o O o 4°0 ' 0 0 \ o
<br /> Oo 0 0 000 Q O a°O O oOQOoO O oOQ
<br /> 10-1/2" 17-1 2" VARIABLE WIDTH 2 MIN. DEPTH AGGREGATE BASE
<br /> / / O VARIABLE LONG CHORD WIDTH COMPACTED TO 100% STANDARD
<br /> 12" MIN. 12" MIN.\ CONCRETE SHALL BE REINFORCED BY NOTES: PROCTOR DENSITY
<br /> 28" SYNTHETIC MICRO AND MACRO FIBER RADIUS
<br /> REINFORCING PER SPECIFICATIONS. 2 2 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH
<br /> Oo OO Oo OO Oo Oo Oo Oo Oo Oo Oo 0 Oo 0 0 00 OO Oo 0 Oo 0 0 DIRECTION OF ADJACENT PAVEMENT SLOPE.
<br /> NOTE: 5" CLASS 5 AGGREGATE BASE 100% CRUSHED PER Oo Qo Qo Qo Qo Qo Qo Qo Qo Qo Qo 2. CONSTRUCT CURB AND GUTTER IN ACCORDANCE WITH
<br /> DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH ( ) O° 00 0° 00 0 0 0 0° 0° 0° 0° MNDOT SPECIFICATION 2531.
<br /> DIRECTION OF ADJACENT PAVEMENT SLOPE. MN/DOT SPECIFCIATION 3138, COMPACTED TO AT LEAST
<br /> 100% STANDARD PROCTOR DENSITY. 0° 0° 0° 0° 0° 0° 0° 0° Oo OO OO OO Oo OO OO OO Oo 00 0
<br /> NOTES: Oo O Oo Oo OO Oo OO Oo OO Oo Oo 2 O4
<br /> w OO OO OO OO OO OO OO o0 OO OO Oo
<br /> 0 0 0 0 oAoAo 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 1 B612 CONCRETE CURB AND GUTTER
<br /> 1. CONSTRUCT VALLEY("l2 SURMOUNTABLE CURB SECTION SPECIFICATION 2531 GUTTER IN ACCORDANCE WITH MNDOT Oo Qo Qo Qo Qo E{}1e Qo Qo Qo Qo Qo 9
<br /> Z o O0000000000 NOT TO SCALE
<br /> C04-00 NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 00 0 0 o C04-00
<br /> 00 000
<br /> 2. CONTRACTOR SHALL EXTEND AGGREGATE BASE BELOW 0 0 0 0 0 0 0 0 0 0 0 O 0 0
<br /> n N U 0 0 0 0 0 0 0 � �
<br /> CONCRETE VALLEY GUTTER A MINIMUM OF 2 OR TO BOTTOM O O O O O O O O O O O W
<br /> OF ADJACENT PAVEMENT AGGREGATE BASE, WHICH EVER IS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oo Oo Oo 0 0 0 a0
<br /> GREATER. Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo
<br /> OOOOo00000000
<br /> Oo OO Oo OO Oo Oo Oo Oo 010 Oo 3 0 0 oO OO 0 0° 0 Oo 0 0 Qo
<br /> 1 3
<br /> 2" MIN. DEPTH AGGREGATE BASE 1 VARIABLE SHORT CHORD WIDTH
<br /> COMPACTED TO 100% STANDARD
<br /> PROCTOR DENSITY LAND 0'LAKES
<br /> 8 CONCRETE VALLEY GUTTER RECTANGULAR PLATES RADIAL PLATES
<br /> 1:1 C04-00 NOT TO SCALE 4001 Lexington Ave N.
<br /> 3/8" WIDE x 1 3/8" Arden Hills, MN 55126
<br /> SLOPE
<br /> °o og°Oo%0 �oo° o°o°°aa o �o°o° °O°°ooa0o�°o TYPICAL RADIAL
<br /> o° oo°Q oo� oo°o 000° Q°oo �Ooo°oo°° °°0 TRUNCATED DOME PLATES DEEP TOOLED JOINT KEYPLAN
<br /> 1/2" RAID.
<br /> RADIUS LONG SQ. FT. PLATES (NP')
<br /> 20" 12" MIN. 50X - 65% (FEET) CHORD PER REQUIRED
<br /> OF BASE DIAMETER WIDTH PLATE FOR 90
<br /> 0.2" O (INCHES) DEGREE
<br /> \ TURN 4" CONCRETE WALK PER SPECIFICATIONS.
<br /> NOTE:
<br /> CURB SECTION IS TO SLOPE TOWARD PARKING LOT PER
<br /> 10 23-1 2 3.53 8
<br /> GRADING PLAN. TRANSITION INTO B612 CURBING USING 15 18-13/1 2.93 15 6" GRANULAR BASE REFER TO
<br /> NOSE-DOWN CURB SECTION. 0.9" TO 1.4" 15 23-1/2 3.67 12 SPECIFICATIONS.
<br /> 20 18-13/1 3.00 20
<br /> ("l3 FLAT CURB CONCRETE EDGER SECTION A-A 20 1288- 2 2.98 20
<br /> C04-00 NOT TO SCALE FULL CURB HEIGHT 25 23-9/16 3.77 20 /\ / / \ /
<br /> TRUNCATED DOME ` \\\\\\\\\
<br /> TOP OF CONCRETE CURB 30 22-5 8 3.65 25 / /� / COMPACTED SUBGRADE,
<br /> REFER TO SPECIFICATIONS.
<br /> 35 22 3.56 30 ISSUE CHART
<br /> NOTE: JOINT SPACING SHALL BE 5-FEET ON
<br /> 3' TAPER SECTION IN GRASS; CENTER. MARK ISSUE DATE
<br /> 10 FEET WITH ADJACENT WALK; NOTES:
<br /> UNLESS NOTED OTHERWISE
<br /> DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC FOR MN/DOT PROJECTS, SEE MN/DOT'S APPROVED/QUALIFIED
<br /> RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). PRODUCT LISTS.
<br /> DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN
<br /> 1 A SQUARE OR RADIAL GRID PATTERN. DETECTABLE WARNING SURFACE SHALL BE PAID FOR AS TRUNCATED 2 CONCRETE SIDEWALK CONSTRUCTION TYP.
<br /> DETECTABLE WARNINGS ARE REQUIRED: DOMES BY THE SQUARE FOOT.
<br /> PLAN -WHERE RAMPS, LANDINGS, OR BLENDED TRANSITIONS PROVIDE ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT C04-00 NOT TO SCALE
<br /> A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
<br /> 1 -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS O CENTER TO CENTER DOME SPACING: 1.6" MINIMUM, 2.4" MAXIMUM.
<br /> THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR
<br /> GROUT HOLE FULL OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY.
<br /> 2" 4" 6 1 2" 6 1/2'° -AT PEDESTRIAN RAILWAY CROSSINGS. \2 BASE TO BASE DOME SPACING: 0.65" MINIMUM. I hereby Certify that this plan, specification
<br /> HOLE FOR 1/2" STD. PIPE OR CONCRETE GUTTER
<br /> N 3OL DOR REINF. ROD 1 -ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. \3 DOME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM, or report was prepared by me or under
<br /> \ \ (OPTIONAL 1"x3" HOLE) DETECTABLE WARNINGS SHALL EXTEND: 0.75" MAXIMUM.
<br /> m direct supervision and that I am a dui
<br /> N z 5 1/2 " 1/2" MAX. -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. ® SPACING VARIES ON RADIAL PLATES. y p y
<br /> CLEARANCE -THE FULL WIDTH OF THE RAMP, LANDING, OR BLENDED TRANSITION, Licensed Professional Engineer under the
<br /> WITHIN 3" OF FULL WIDTH ON EITHER END. O TYPICAL WIDTHS AVAILABLE: 12", 18", 24", 30", 36". WEARING COURSE PER MN/DOT TACK COAT PER MN DOT 2357.
<br /> DRAINAGE DRAINAGE -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. CHECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS. / laws of the state of Minnesota.
<br /> OPENING OPENING 2 - #3 2360 SPWEA240
<br /> 6 ON RADIAL PLATE, RADIUS DEFINED AT BACK OF CURB.
<br /> MIN. 1'- " 2'-0" (MIN.) 1'-0" 2'-0" (MIN.) 1'- 3/5" TOOLED EDGE (TYP.) 1/2" R. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED
<br /> END VIEWS � SECTION�1 ADJACENT GUTTER, ROADWAY, OR WALKWAY, EITHER A LIGHT-ON-DARK \7 TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE TO AT LEAST 100% STANDARD PROCTOR DENSITY.
<br /> 7'-0" (MIN.) OR DARK-ON-LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP RADII. NON-WEARING COURSE PER
<br /> 8 -0 MAX. 1 SURFACE, EXCLUDING THE FLARED siDEs. MN/DOT 2360 SPNWB230 SAND SUBBASE, SELECT GRANULAR MATERIAL, PER
<br /> KEVIN A.BOHL
<br /> N 1/2" STD PIPE OR 3/4" REINF. ROD STATE OF MINNESOTA SPECIFICATION STANDARD MN/DOT SPECIFICATION 3149.2B3. Date 05 02 2016 Lic.No. 52209
<br /> SHALL BE PLACED PRIOR TO SURFACING DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2
<br /> OR IN A HOLE DRILLED IN THE 3" Job Number 15401
<br /> FINISHED SURFACE WITH A TIGHT 9 NOSE-DOWN CURB SECTION °
<br /> N0. °
<br /> FIT OBTAINED BY AN APPROVED NOT TO SCALE DETECTABLE WARNING SURFACE 2531 °° o°°° °°° 8" MIN. Drawn WH-NA
<br /> METHOD, OR DRIVEN INTO THE SURFACING C04-00
<br /> ELEVATION TRUNCATED DOMES 7038A
<br /> 12" MIN. Checked TJC
<br /> Approved KAB
<br /> NOTE: IIIIIIIIIIII=III III-III 12" MIN. TITLE
<br /> PARKING STALL FOR ADA COMPLIANT PEDESTRIAN RAMPS, REFER TO MN/DOT STANDARD PLAN IIIIIIIII-III IIIIII-III
<br /> 5-297.250 PEDESTRIAN CURB RAMP DETAILS AT THE FOLLOWING WEB ADDRESS: PAVING AND
<br /> OF PAROKIN6 STALGE-TL WHEEL STOP HTTP:,Lf STANDARDPLATES.DOT.STATE.MN.US/STDPLATE.ASPX
<br /> ° SCARIFY AND RECOMPACT SUBGRADE TO GEOMETRIC NOTES AND
<br /> CONTRACTOR SHALL COORDINATE FINAL CURB RAMP LOCATION AND PEDESTRIAN CURB AT LEAST 100% STANDARD PROCTOR DETAILS
<br /> PAINTED STRIPES IF SHOWN ON THE RAMP DETAIL WITH THE CITY AND OWNER PRIOR TO INSTALLATION. DENSITY-PROOF ROLL PER MN/DOT 2111
<br /> DRAWINGS OR REQ'D BY THE SPECIFICATIONS
<br /> SHEET NUMBER
<br /> INSTALLATION PLAN
<br /> 6 PEDESTRIAN CURB RAMP - DETECTABLE WARNING 3 HEAVY-DUTY BITUMINOUS PAVEMENT
<br /> C04-00 NOT TO SCALE C04-00 NOT TO SCALE
<br /> 14 PRECAST WHEEL STOP
<br /> C04=00
<br /> C04-00 NOT TO SCALE
<br /> Copyright©2014 Perkins+Will
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