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C8-2 CIVIL DETAILSa m Ito �z W� W 5 O U t N 0 c Y V. S] aa` / JJ J S� jd IS eb S-0" NOTE: 1- V Grate (Shown) 2- VB Grate shall be used at all low points. Face of Curb N Direction of Flow in I PLAN Catchbosin casting and grate Neenah R3067 -V or equal 3" radius curb box. See detail 2110 for - ring adjustments. 6" thick concrete collar Doghouses shall be grouted on both the inside and outside. 24" x 3( Precast SECTION Grate to be 2" below gutter grade. 5 transition curb on each side of catchbosin, if adjoining a surmountable curb. Top of Curb 5,. 3' Minimum -3" Grout 6"Min. base NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. aff OF STORM SEWER CATCH BASIN MIMSEN 2' X 3' RECTANGULAR REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 3101 !FILE NAME: G:\ENG\SPECS\3101 CURB VARIABLE HYDRANT VALVE BOX w z J �of LU a_ 0 of a- 6" 6" VARIES 5-6' (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY 4" CLASS 5 BASE 2' 3' 2.6" Min. FOR CONCRETE THICKNESS SEE NOTES BELOW. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE 8" IN THICKNESS. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 4. AGGREGATE USED IN THE CONCRETE MIX SHALL BE GRANITE. CITY OF CONCRETE C►I�ASSEK SIDEWALK REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G: \ENG\SPECS\5214 5214 MIN.OF4" -J MINIMUM V BEHIND AGG. BASE UNDER BACK OF CURB CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12" 8" 20" 112" RAD. SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. FLAT CURB AND •• LOUCKS GUTTER (12") LOUCKS PLATE NO. 2012 DRAWN 2/2016 PLAN 24"x36" slab opening for Neenah R3067 -V or equal ote: 1- V Grate shown 2- VB Grates shall be used at all low points. LJ z VARIABLE IOf W a- 0 1/4" PER FT. SLOPE a_ TOWARDROADWAY MINIMUM 11' 12 I VARIES 10' I CURB F. �' -:• =TOPSOILPICAL 3" MNDOT 2360 SPWEA340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . 0 CITY OF BITUMINOUS CMS13 TRAIL REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 5216 FILE NAME: G: \ENG\SPECS\5216 6" DIP, CONC. FILLED, PAINTED OSHA YELLOW :. LoucKs 1" CROWN 24" DIA. 2,500 PSI CONCRETE :° 1 112" CROWN BOLLARD LOUCKS PLATE NO. 2039 DRAWN 12/2016 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. I (TYP.) 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB3308 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. C'�p�pp1�O��F TYPICAL STREET �ppAl1IlF�1 C10SEN PATCHING BITUMINOUS REVISED: 10-16 ENGINEERING DEPARTMENT PLATE FILE NAME: G:\ENG\SPECS\5202A 5202A 10" e. a O O p. AGGREGATE BASE W MNDOT SELECT GRANULAR BORROW 0 F COURSE FILTER AGGREGATE 0 MNDOT 3149.2H 0_ z 0 12" DEEP N N GRADE TO DRAIN CLAY SUB -GRAD 4' PERFORATED PIPE SDR 35 NOTCH CLAY SUB -GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC i i PIPE DETAILV. 6" CONC. OLLAIR GROUT NOTES: AROUND 1. CLEANOUTS REQUIRED AT 300' INTERVALS & PIPE ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 5. ALL DRAINTILE TO HAVE TRACER WIRES. CITY OF 4" SUB -SURFACE CgMSEH DRAINTILE REVISED:3-16 ENGINEERING DEPARTMENT PLATE NO.: 5232 FILE NAME:G: \ENG\SPECS\5232 REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) �a REFER TO SITE PLAN FOR STALL DIMENSIONS 5" 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN 4" WIDE PAINTED LINES, TRAFFIC WHITE " DIAMETER kLL LINES 4" WIDE v PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. 36" HC SIGNAGE PER MINNESOTA RULES 1341.0502 NOT TO SCALE LOUCKS PLATE NO. i■ LOUCKS TYPICAL ADA PARKING 2037 STALL STRIPING DRAWN 03/2017 Neenah R3067 -V casting and 1/2"r grate or equal. 07-12-18 See detail 2110 for ring adjustments. f- 6" Concrete collar o Concrete slab per detail 2108. 1 1 /2"r slope 3 4" er ft Top of barrel section under top slab c to have flat top edge sealed with E 2 beads of Ramnek or equal. .p.'.aCN All joints in manhole to have '2 Varies "0" ring rubber gaskets. �2 4'-0" tyP• n fN] Q Precast concrete section 5" 0 1 /2' r� 3"r 112' r Manhole steps, Neenah R1981J or a., 3 slope 3/4' per equal, 16" on centers. ' Concrete Curb and Gutter m Minimum thickness of precast base �6" 4p slab is 6" for 14' depth or less and increases to a minimum slab thickness .SECTION of 8" at depths greater than 14' or if 5• Aggregate used in the concrete mix shall be granite.. the structure is larger then 48" NOTES: diameter. 1. Doghouses shall be grouted both ppCITYOF CJOHlliillf►1S� inside and outside of the structure. Grout bottom of manhole to 1/2 2. No block structures are allowed. 3. a sump is required a minimum diameter ati e and slope P sumpp depth of 4' shall be constructed grout 2" toward invert. below the lowest pipe invert in the structure. �r�p OF Surmountable 1►111 OaMSEN TYPICAL 4' DIAMETER � I28" dd 4" l " 1 1/8"r CATCH BASIN MANHOLE REVISED:10-16 ENGINEERING DEPARTMENT PLATE NO.: 3102 FILE NAME: G: ENG SPECS 3102 LJ z VARIABLE IOf W a- 0 1/4" PER FT. SLOPE a_ TOWARDROADWAY MINIMUM 11' 12 I VARIES 10' I CURB F. �' -:• =TOPSOILPICAL 3" MNDOT 2360 SPWEA340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . 0 CITY OF BITUMINOUS CMS13 TRAIL REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 5216 FILE NAME: G: \ENG\SPECS\5216 6" DIP, CONC. FILLED, PAINTED OSHA YELLOW :. LoucKs 1" CROWN 24" DIA. 2,500 PSI CONCRETE :° 1 112" CROWN BOLLARD LOUCKS PLATE NO. 2039 DRAWN 12/2016 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. I (TYP.) 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB3308 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. C'�p�pp1�O��F TYPICAL STREET �ppAl1IlF�1 C10SEN PATCHING BITUMINOUS REVISED: 10-16 ENGINEERING DEPARTMENT PLATE FILE NAME: G:\ENG\SPECS\5202A 5202A 10" e. a O O p. AGGREGATE BASE W MNDOT SELECT GRANULAR BORROW 0 F COURSE FILTER AGGREGATE 0 MNDOT 3149.2H 0_ z 0 12" DEEP N N GRADE TO DRAIN CLAY SUB -GRAD 4' PERFORATED PIPE SDR 35 NOTCH CLAY SUB -GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC i i PIPE DETAILV. 6" CONC. OLLAIR GROUT NOTES: AROUND 1. CLEANOUTS REQUIRED AT 300' INTERVALS & PIPE ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 5. ALL DRAINTILE TO HAVE TRACER WIRES. CITY OF 4" SUB -SURFACE CgMSEH DRAINTILE REVISED:3-16 ENGINEERING DEPARTMENT PLATE NO.: 5232 FILE NAME:G: \ENG\SPECS\5232 REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) �a REFER TO SITE PLAN FOR STALL DIMENSIONS 5" 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN 4" WIDE PAINTED LINES, TRAFFIC WHITE " DIAMETER kLL LINES 4" WIDE v PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. 36" HC SIGNAGE PER MINNESOTA RULES 1341.0502 NOT TO SCALE LOUCKS PLATE NO. i■ LOUCKS TYPICAL ADA PARKING 2037 STALL STRIPING DRAWN 03/2017 Chanhassen Fire Department ' FIRE PREVENTION BUREAU 7700 Market Blvd. PO Box 147 Chanhassen, MN 55317 Ph. 952.227.1150 Fx. 952.227.1190 CHANHASSEN FIRE DEPARTMENT POLICY # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". FIRE 2. Red on white is preferred. LANE NO sheeting on aluminum is preferred. PARKING 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the TO" direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. 8. A fire lane shall be required in front of fire dept. connections extending 5 feet on each side and along all areas designated by the Fire Chief. GRADE 8. Post shall be "U" channel 2lbs./foot. NOT TO SCALE 18" BELOW IGRADE 9. Yellow painted curbing may be required. Contact Fire Marshal/Chief for specific painting requirements Fire Lane Installation FP 06-1991 RESERVE PARKIN( co .. roA $umurn VAN ACCESSIBLE I 0 10 10 M Page 1 of 1 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. _ COMPACTED OR UNDISTURBED SUBGRADE. M CO NOTES: •I I�'' 1. BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER :.•II f' * TO SITE PLAN.) 'J �•� -rI 2. MAINTAIN PLUMB UNTIL CONCRETE IS I- II SUFFICIENTLY CURED. 3. HOLD CONCRETE FOOTING BELOW :o _ GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS 18" DIA. SHOWN ON PLANS. 4. SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. LOUCKS PLATE NO. IN LOUCKS TYPICAL ADA PARKING 2038A SIGN / BOLLARD COMBO DRAWN 03/2017 3/4" per foot 6" Distance to variable 1/2"r MIN. 2.0% 07-12-18 WATERSHED RESUBMITTAL 3"r Top Bituminous Material `O 1 1 /2"r slope 3 4" er ft Slab Reinforcement 6" Class 5 base incidental to apron SECTION A -A No Scale 36' Max. Industrial/Commercial 4 .p.'.aCN B618 Curb & Gutter � B618 Curb & Gutter Box installed over p Bituminous water service MnDOT B618 n Concrete Curb and Gutter 6" Distance to � variable 0 1 /2' r� 3"r 112' r Top Bituminous Material a., 3 slope 3/4' per MnDOT B612 ' Concrete Curb and Gutter 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. • 3. Bituminous •paving section to the right-of-way is the same as the street 8" 12" NOTE: 5• Aggregate used in the concrete mix shall be granite.. For Use Only with Private Driveways, Mcdonald 74M1A series with a 8" opening frame & cover or equal shall be installed. Parking Lots, or Medians. 28"R ppCITYOF CJOHlliillf►1S� 12"R 16" Top Bituminous Material 68"R PLATE NO.: 5207 N � 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter � I28" dd 4" l " 1 1/8"r Bituminous Surface ii�j2' Bituminous Curb N I T 4" Shoe Formed CITY OF TYPICAL CURB CIANHASS13 AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE N0'' 5203 FlLE NAME: G: ENG SPECS 5203 Chanhassen Fire Department ' FIRE PREVENTION BUREAU 7700 Market Blvd. PO Box 147 Chanhassen, MN 55317 Ph. 952.227.1150 Fx. 952.227.1190 CHANHASSEN FIRE DEPARTMENT POLICY # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". FIRE 2. Red on white is preferred. LANE NO sheeting on aluminum is preferred. PARKING 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the TO" direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. 8. A fire lane shall be required in front of fire dept. connections extending 5 feet on each side and along all areas designated by the Fire Chief. GRADE 8. Post shall be "U" channel 2lbs./foot. NOT TO SCALE 18" BELOW IGRADE 9. Yellow painted curbing may be required. Contact Fire Marshal/Chief for specific painting requirements Fire Lane Installation FP 06-1991 RESERVE PARKIN( co .. roA $umurn VAN ACCESSIBLE I 0 10 10 M Page 1 of 1 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. _ COMPACTED OR UNDISTURBED SUBGRADE. M CO NOTES: •I I�'' 1. BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER :.•II f' * TO SITE PLAN.) 'J �•� -rI 2. MAINTAIN PLUMB UNTIL CONCRETE IS I- II SUFFICIENTLY CURED. 3. HOLD CONCRETE FOOTING BELOW :o _ GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS 18" DIA. SHOWN ON PLANS. 4. SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. LOUCKS PLATE NO. IN LOUCKS TYPICAL ADA PARKING 2038A SIGN / BOLLARD COMBO DRAWN 03/2017 3/4" per foot 18" 5' / MAX 4.5% GRADE MIN. 2.0% 07-12-18 WATERSHED RESUBMITTAL 07-27-18 �i 6" F� 6„ L 3 8" Concrete pavement Use #4 (1/2") Rebar Slab Reinforcement 6" Class 5 base incidental to apron SECTION A -A No Scale 36' Max. Industrial/Commercial 4 Right -of -Way B618 Curb & Gutter � B618 Curb & Gutter Box installed over p Bituminous water service n Date 0 Contraction Joints A °° Max. Spacing in Expansion Joint (typ) Valley Gutter is 8' PLAN No Scale NOTE: 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Bituminous •paving section to the right-of-way is the same as the street avis section. paving 4. Maximum pavement slope allowed within 30' of the street is 4.5%. 5• Aggregate used in the concrete mix shall be granite.. 6. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1A series with a 8" opening frame & cover or equal shall be installed. COMMERCIAL/INDUSTRIAL ppCITYOF CJOHlliillf►1S� CONCRETE DRIVEWAY APRON REVISED: 3-16 ENGINEERING DEPARTMENT PLATE NO.: 5207 FILE NAME: G: ENG\SPECS\5207 I•'�I•,I•IIIA.'I•,/•//•//•//•//•//•//•�.• •• 1'-�,- '-' • Ir, /• yr I• y I• /• /• I•y? I• /� /• I� y Yr /i MIN. OF 4" AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) BACK OF CURB SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. ■ LOUCKS SURMOUNTABLE CURB & GUTTER LOUCKS PLATE NO. 2014 DRAWN 2/2016 ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHES & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "NO PARKING" -1-2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 0 STEEL PIPE. EMBED IN 10 I I CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 :o I I GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM pp BOLLARDSNSLEEVES.COM OR EQUAL. 4 - COMPACTED OR - II UNDISTURBED SUBGRADE. �� I�:• NOTES: 1. BOLLARDS TO BE PLACED 12" BEHIND - `• I I• '' _ BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.) - 2. MAINTAIN PLUMB UNTIL CONCRETE IS _ s?I i�•? - SUFFICIENTLY CURED. ?:J I. 3. HOLD CONCRETE FOOTING BELOW 1 -I GRADE OF FINISHED CONCRETE TO :L J I CREATE FINAL PAVING PATTERN AS 4 o _ - SHOWN ON PLANS. - •i I 4. SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. 5. PROVIDE (1) SIGN PER ACCESS AISLE 18" DIA. 6. HC SIGNAGE PER MINNESOTA RULES 1341.0502 TYPICAL ADA ACCESS AISLE LOUCKS PLATE NO. IN LOUCKS NO PARKING SIGN / BOLLARD COMBO DRAWN 12/2016 ung interiors architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL J Z Sheet Title 0 CIVIL DETAILS Z 0 1 Sheet Information 0 LL Z Date 0 LL 2019-05-03 C8.2 ©2009 BDH :t Young �• �IOn