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013720-000-PlanSheets
GOVERNING SPECIFICATIONS MINNESOTA DEPARTMENT OF TRANSPORTATION W - DISTRICT: METRO R20� T 31 N PROJECT LOCATION T29N WASHINGTON COUNTY T 27 N t� R 21 W THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONES. CITY OF HUGO INDEX SHEET N0. DESCRIPTION 1 TITLE SHEET UT GRADING, BITUMINOUS AND CONCRETE SURFACING, 3 EST IMATEDAOOANTITIES ADA IMPROVEMENTS. BRIDGE, AND BOARDWALK 5 TYPICALCSECTIONS CONSTRUCTION PLAN FOR ES a STANDARD PLATES 6 - 18 STANDARD PLANS LOCATED ON SOUTH OF 130TH ST N FROM 130TH ST N 19 ALIGNMENT PLAN 20 MISCELLANEOUS REMOVAL PLAN 21 - 23 CONSTRUCTION PLAN 8 PROFILE TO FALCON COURT 24 - 25 TURF ESTABLISHMENT a EROSION CONTROL PLAN X1 - X8 CROSS -SECTIONS GROSS LENGTH 2228 ft 0.422 miles BRIDGES -LENGTH 1340 ft 0.254 miles EXCEPTIONS -LENGTH 0 ft 0.000 miles NET LENGTH 888 ft 0.168 miles /BEGIN PROJECT HARDWOOD CREEK TRAIL STA 10+00 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 7 DESIGN DESIGNATION HARDWOOD CREEK TRAIL ACT (Current Year) 2019 = N/A ACT (Future Year) 2039 = N/A D (DIRECTIONAL DISTR.) = N/A ESALS 1,885,000 DESIGN SPEED 20 MPH BASED ON STOPPING SIGHT DISTANCE HEIGHT OF EYE 3.5 HEIGHT OF OBJECT 2.0 DESIGN SPEED NOT ACHIEVED AT: N/A FUNCTIONAL CLASSIFICATION TRAIL NO. OF TRAFFIC LANES N/A NO. OF PARKING LANES N/A SHOULDER WIDTH N/A TON DESIGN N/A PLAN REVISIONS DATE SHEET NO. APPROVED BY THIS PLAN CONTAINS33 SHEETS. wS b T� CITY OF ■ ■ l EST. � SHEET NO. 1 OF 25 SHEETS ESTIMATED QUANTITIES - MAINLINE ITEM NUMBER DESCRIPTION NOTES UNITS PROJECT TOTAL OUANiITY 2021'.501 MOBILIZATION LUMP SUM 1 2101.505 CLEARING 1 ACRE 0.6 2101.505 GRUBBING 1 ACRE 0.6 2104.503 REMOVE CURB AND GUTTER LIN FT 40 2106.507 EXCAVATION - COMMON CU YO 220 2106.507 COMMON EMBANKMENT (CV) CU YO 350 2211.507 AGGREGATE BASE (CV) CLASS 5 2 CU YO 275 2521.518 6" CONCRETE WALK 3 SO FT 100 2521.518 3" BITUMINOUS WALK SO FT 13823 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 40 2531.618 TRUNCATED DOMES SO FT 60 2573.503 SILT FENCE. TYPE MS LIN FT 1600 2573.503 FLOTATION SILT CURTAIN TYPE MOVING WATER 4 LIN FT 300 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 800 2574.507 COMMON TOPSOIL BORROW CU YD 200 2574.508 FERTILIZER TYPE 3 POUND 175 2575.505 SEEDING ACRE 0.5 2575.508 SEED MIXTURE 33-261 POUND 20.00 2575.508 HYDRAULIC MULCH MATRIX POUND 1000 2575.523 RAPID STABILIZATION METHOD 3 M GALLON 1 2582.518 CROSSWALK MULTI -COMPONENT GROUND IN SO FT 150 BRIDGE 5 SO FT 1400 BOARDWALK 6 SO FT 9500 ESTIMATED QUANTITIES - ALTERNATE ROUTE ITEM NUMBER DESCRIPTION NOTES UNITS PROJECT TOTAL QUANTITY 2101'.505 CLEARING 1 ACRE 0.1 2101.505 GRUBBING 1 ACRE 0.1 2104.503 REMOVE CURB AND GUTTER LIN FT 20 2106.507 EXCAVATION - COMMON CU YO 150 2106.507 COMMON EMBANKMENT (CV) CU YD 100 2211.507 AGGREGATE BASE (CV) CLASS 5 2 CU YO 225 2521.518 6" CONCRETE WALK 3 SO FT 50 2521.518 3" BITUMINOUS WALK SO FT 9878 2531.503 CONCRETE CURB AND GUTTER DESIGN 8618 LIN FT 20 2531.618 TRUNCATED DOMES SO FT 20 2573.503 SILT FENCE. TYPE MS LIN FT 2000 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1000 2574.507 COMMON TOPSOIL BORROW CU YD 400 2574.508 FERTILIZER TYPE 3 POUND 350 2575.505 SEEDING ACRE 1.0 2575.508 SEED MIXTURE 33-261 POUND 35 2575.508 HYDRAULIC MULCH MATRIX POUND 2100 NOTES 1. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT PERMISSION FROM THE ENGINEER. 2. INCLUDES OUANTITY BENEATH TRAIL. 3. TO BE USED FOR PED RAMPS AND LANDINGS. 4. TO BE USED FOR EROSION CONTROL AT CREEK CROSSING. 5. ASSUMES 100' LONG. 14' WIDE BRIDGE. 6. ASSUMES 12' WIDE CONCRETE BOARDWALK. uAIt nr unn rctv-i" uesignnyy. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY OF HUGO, MINNESOTA SHEET TJS DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL CITY OF HARDWOOD CREEK TRAIL Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TJS WST� T� Checked By jiH11,`JI ESTIMATED QUANTITIES of ACJ ARAM JESSEN, PE H U G O M I N N E S OTA 25 Approved By: EST. 1soa ACJ DATE: 1o/3noLc LICENSE NO. x� SHEETS 0 a CONSTRUCTION AND SOIL NOTES 1. COMMON EMBANKMENT WHETHER OBTAINED LOCALLY OR FROM BORROW. SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL. DEBRIS. PEAT. MUCK AND OTHER ORGANIC OR OTHER UNSTABLE MATERIAL. 2. 6" OF TOPSOIL SALVAGED ASSUMED. 3. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN BASE AND SURFACING ITEMS OR DISPOSED OF OUTSIDE OF THE RIGHT OF WAY IN ACCORDANCE WITH SPEC. 2104. 9. CONTRACTOR TO PROTECT TREES. PREVENT SOIL COMPACTION AROUND TREES AND AVOID ROOT DAMAGE. CONTRACTOR TO CONSOLIDATE ACCESS POINTS TO THE CONSTRUCTION AREA. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE AND IS RESPONSIBLE FOR RECTIFYING AT HIS/HER COST (SOIL TILLING / SEEDING. TREE REPLACEMENT, ETC.). THE FOLLOWING STANDARD PLATES. APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. SHALL APPLY ON THIS PROJECT STANDARD PLATES PLATE NO. DESCRIPTION 7000E INTEGRANT CURBS (DESIGN B. DESIGN V AND DESIGN D) 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER (DESIGN B AND DESIGN V) CITY OF HUGO, MINNESOTA SHEET TJS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT NGINEESUPERVISION UNDERTHELDTHATIAM A HESTAT OFMINSESOTA. PROFESSIONAL CITY OF HARDWOOD CREEK TRAIL A Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. '-F TJS WST� T� Checked By: jiH1i,`JI CONSTRUCTION NOTES &STANDARD PLATES of ACJ ARAM JESSEN, PE H U G O M I N N E S OTA 25 Approved By: EST. 1soa ACJ DATE: 1o/3noLc LICENSE NO. x SHEETS HARDWOOD CREEK TRAIL STA, 0+00 TO STA, 12+10 STA, 19+95 TO STA. 24+44 Q2 3Q STA. 30+00 TO STA. 32+25 q. TRAIL to EO PROFILE GRADE 0.0151/1 ISA INSET A GENERAL NOTES: 1, ALL CROSS SLOPES ARE 1N FT/FT, 2ARIL EDGE DI NSIONS ARE TO THE EDGE OF THE BITUMINOUS PAVE ENT. 3. ALL EMBANKMENT MATERIAL SHAL��II BE APPROVED BY THE ENGINEER, ALL CONCRETE AND B1TU�1NOUS REMOVAL MUST BE DISPOSED OF OFF -SITE, REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. 4. 6" COMMON TOPS01 EMBANKMENT, FERTILIZER, SEED AND HYDRAULIC MULCH MATRIX TO BE PLACED ON ALL AREAS DISTURBED B CONSTRUCTION. SEE EROSION CONTROLTURF & NOTESI LEAR ZONE SHALL B 2 FEET ON EACH SIDE OF PATH OR ALK, UNLESS OTHER ISE NOTED. NO OBSTRUCTIONS $HALL BE PLACED #1 H1N THIS ZONE. 02 STA. 12+10 TO 13+50 - PROPOSED BRIDGE OVER HARD#OOD CREEK 3Q STA, 13+50 TO 19+95 AND STA. 24+44 TO 30+00 - PROPOSED BOARD#ALK I1111111111111 11111111111111INSETW11011011 OVA "` BITUIIIiIIINOUS TRAIL PEDESTRIAN RA�PS BIT PATCHING ®® _�- 6-CONCRETE WALK 6-AGGREGATE BASE (CV)CLASS 5 3.0'T Ig SP 9 EARI G COURSE MIXTURE (SP EA230B) OT EC 5C�0 (PAID OR AS 3'�ITU IOTA OUSALK) 6-AGGREGATE BASE (CV)CLASS 5 2.0'i PE SP 1 . BITUMINOUS EAR COURSE (SP EB340C)pOT SPEC 23 2.0' TYPE SP 1 BITUMINOUS �1EAR COURSE (SP"EB340C)VNDOT SPEC 2360 rvu uAlt I by unn rctvm uesignbyy. TJS I HEREBY CERTIFY THAT THIS PLAN 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. WS / Fsr isos -� p p �/�� CREEK HARDWOOD CREEK TRAIL H U G O M I N N E S OTA CITY OF HUGO, MINNESOTA SHEET t J of 25 SHEETS Plan By: TJS TYPICAL SECTIONS Checked By ACJ Approved By: ACJ ARAM JESSEN, PE DATE: jQLjaQLc LICENSE NO. - W � BACK OF CURB WFLOW LINE FRONT OF GUTTER a � A PERPENDICULAR A-*1 ION -WALKABLE OR ALKABLE SURFACE 4 FLARE S NON ALKABLE OR OAR�ALtLE SURFACI FLE TIERED PERPENDICULAR O O" I O" O C PARALLEL CURB OR VAR. . 4' 0" MI CURB AND GUTTE R P REQUIRED LANDING v 02 r i it i MAn 6" > 0.05 F T./F T. AND CONCRETE 5 0.083 FT,/FT PREFERRED WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND GUTTER VAR. 4'0" �MI R P — REQUIRED L DI G 1/4" R. e. ", u°_°:• . • _.�'', b•..•° 0.02 FT./FT, MAX. > 0.02 FT,/FT. AND 5 0.05 FT,/FT PREFERRED REVISION: APPR yED:JANUARY 23.2017 �<••- OPERATIONS ENGII�ER WALK SECTION C-C PARALLEL/DEPRESSED CORNER FAN to MODIFIED FAN @o USED WHEN RIGHT-OF-WAY 1S CONSTRAINED DEPRESSED CORNER W W J J m EOW Y Q Q U J Y Y Q Z N CC Volzo O MAX. WALK S 8%-10% FLARE O 0" NON -WALKABLE OR WALKABLE DIAGONAL SURFACE MAIL. 0" SHALL ONLY BE SED AFTER ALL Q OTHER CURB RAIIFF TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8%-10% FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, TH 6-FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY APPLICABL WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.07.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEI VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFA( ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED. LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. �yHEN THE BOULEVARD IS 4' IDE OR LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR, ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4' MINIMUM IDTH OF DETECTABLE AR ING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTMOUSLY EXTEND FOR MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE tARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF HE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. lO MATCH FULL HEIGHT CURB. O 4-MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3'LONG RAMP. 4" HIGH CURB WHEN USING A 4- LONG RAMP. 4O SEE SHEET 4 OF 6. TYPICAL SIDE TREATMENT OPTIONS. FOR DETAILS ON FLARES AND RETURNED CURBS. WHEN INITIAL LANDING 1S AT FULL CURB HEIGHT. Q5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA, © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) O7 WHEN ADJACENT TO GRASS. GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB. IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS.CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER y CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A 7-MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. 10 "S" SLOPES SAON FANSDEEMSH LL ONLY LICAE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM L IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.07. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) ® DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL 'WIDTH OF INCOMING PARS. APPROVED, 1-23 -2017 X" CURB HEIGHT PEDESTRIAN CURB RAMP DETAILS STANDARD PLAN 5-297.250 (SHEET 1 OF 6) SHEET NO. 6 OF 25 W LLJ 2' MAX W a � WALKABLE SURFACE 0 6__� F A O7 S 0" O 8 S A� O 3QO Ilk E±] 0„ FO NON -WALKABLE SURFACE 0" L 5' MAX O COMBINED DIRECTIONAL QQ BACK OF CURB FLOW LINE FRONT OF GUTTER TO 10% SLOPE DIRECTIONAL RAMP WALKABLE FLARE 5-VAX GRADE NON -WALKABLE SURFACE (D O RAMP BREAK O f-1 0" (I3__1 _ IN ALL2DIRECTIONS TII NT E BLVD.IS CONSTRUCTED AND IS WIDTH AT TOP OF CURB E CONCRETE RAMP WIDTH TO OF CURB. STANDARD ONE-WAY DIRECTIONAL Q9 W W 2 2 LLJ REVISION: APPR VED:JANUARY 23.2017 � � OPERATIONS ENGII�ER P O DETECTABLE �yARNING PLACEMENT r4HEN SETBACK CCRITERIA IS EXCEEDEtl 12 RAMP ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% 2.0% SURFACE ?" ° ?. �;' a �;I"a .�o e."p"•. ee. 6" CONCRETE WALK BACK OF CURB FLOW LINE 2.0%-3.0% FRONT OF GUTTER GUTTER SLOPE SECTION D-D CURB FOR DIRECTIONAL RAMPS 14 ;0 GRADE BREAK MAX. 2.0% SLOPE IN ALL DIRECTIONS EC 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE V 4' C "o. e. 4 C "d . TYPICAL SIDE ALK SECTION WITHIN INTERSECTION CORNER �� -f00 s1:salt !o 0 �lt OF Tt��� SiATE DESIGN ENGINEER NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB.VTH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE.ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS �yITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES AADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS j�ITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OFF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED. LANDINGS SHALL BE CAST SEPARATELY.FOLLO SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSIPCUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. tHEN THE BOULEVARD IS 4' IDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVt BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3- LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE �ARINING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR WNN.OF 24" IN THE PATH OF TRAVEL.DETECTABLE tARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF HE �ALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH.ARC LENG H OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES @ & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. lO MATCH FULL CURB HEIGHT. Q2 3" HIGH CURB WHEN USING A 3- LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O MINIMUM E RU7B HEIGHT DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED MIN. DISTANCE MIN. BETWEEN 4Q THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O5 WHEN USING CONCRETE PAVED FLAB ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE. yDIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS �SHEET. GRAO IMDWHENLO IS SHALL RIGHT OF WAY ALj�jSAYS BE USED ENWHEN AADJACENT SIBLE. V CTO PARKING URB. IF USED. LOTS. CONCRETE L BE EOROBI BITUMINOUS TAPERS DE THE LK SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O7 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 10 FRONT EDGE OF D TECTVLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5, MAXIMUM HEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB.A WALKABLitSURFACE IS D FINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP ��yyITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB. THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE IDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAP R OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 1© THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS. EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. THESE LONGITUDINNAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRINT.LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - S OPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUMLIN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. Q INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER II THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL'WIDTH OF INCOMING PARS. X" CURB HEIGHT REVISED: I PEDESTRIAN CURB RAMP DETAILS APPROVED, STANDARD PLAN 5-297.250 (SHEET 2 OF 6) 1-23 -2017 SHEET NO. 7 OF 25 FRONT OF GUTTER INSET A 1/4" FLOW LINE 2-5% 04 .°°�•. a. '.o :e.°"e=,°. '"a'••: e. °'e° .fir"e In y� °•°4�.. •`4°. '•'4°�,•�_ O Q 24 8-12" PERPENDICULAR O1 a � INSET B VAR_ 6" CONCRETE WALK INSET A INSET A BACK OF CURB/ FRONT OF GUTTER FRONT OF GUTTER " e>°.'• ,e` BACK OF CURB/ BACK OF CURB/ EDGED WALK Q � � FLOW LINE EDGE OF WALK FLOj�INE EDGE OF WALK � �' "•° .e• °. °2-3% O O 37 4 4a's°�'°°� .4>s°�'°° s'. "� ��'..12 , z_ ° '•. .`a 'a °°e'°° °p°•a°'a° .p °aa 'e" a" .4=,a .°a° •'e•" "O. •iy' ,`�►.°'eev s: °"+',n� .s.'.';p°�:°"'o °, e,�',o °',`°e.°°o °. a�°.°° q• 'O; 0; ;�s°�. �°'O Via' j,e .° .p� .Q' D.°• . .•D°,'. Q.. ae"o' •. 4�; a°° "°; a •'q', O"e„°° ., L�1 24" 8-12" 24" 8-12" OPTIONAL SILL CURB WHEN SIDEWALK © IS AT BACK OF CURB NON PERPENDICULAR O FOR CURB MACHINE PLACEMENT AROUND RADIUS 03 CONCRETE SILL TO BE USED ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) SPECIFIED IN THE PLAN. PROJECTED FRONT OF GUTTER FLOW LINE O O 1/4 1/4" 5% 7-1 • �°4•,.°ate �' �.Q-.a°� �° �•Q°.a"• a� 24" B-12" BACK OF CURB/ EDGE OF WALK 0 INSET B z OUTFLOW GUTTER Q a U W Q 0 z 0 0 W z W o y� U W CC X 4 N w = W � a � 20'MAX.RECOMMENDED TO NOT AFFECT PARKING M W .r. HOLD TANGENT 5' PAST OUTSIDE ZERO 1.3 MIN. TAPER W Q. (DOWNSTREAM SIDE D- O'll j — 1/4" MI TO 1/2" Pl�-X. MILL VERTICAI EDGE EXISTING BIT PAVEMENT °r ; a."!p'• a """p" ,°:."O °' a"•O ° e° °"O -. INSET A 1:3 MIN. TAPER 1.5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) n REVISION: DIRECTION OF TRAFFIC � MAIN STREET 2 2 APPRVEDJANUARY2017 LLJ LQ J J L, OPERATIONS ENGII�ER SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT SMALL RADIUS 2'-10'TYPICAL LARGE RADIUS 20'-40' TYPICAL 5Q & 4O 2" BITUMINOUS MILL & PATCH r4."ep"`e"."p"?°•"p""ea°O",°e•"O `e•O". °•O. "p,°•4"e 24" MIN. VARIABLE DEPTH CONCRETE BASE 2" BIT. PATCH ®&Q 2F 4 WN. ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT SMALL RADIUS 2'-10'TYPICAL COMBINED DIRECTIONAL to (COMPOUND RADIUS) SAWCUT BIT - PAVEMENT EXISTING E PAVEMENT Q5 & 4O REMOVE & REPLACE BIT. PAVEMENT "eap. a•""O.°°e,""p""e%.p°"°°,.pee" �p"e"p" "°p e`p" a". °"tie`"!""•"°"e"•""!°o" °"a•°"!°"•?"e"•""!•�° a"ti+""! •" °."." "" a", � is 2�M1. SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 9 , e . • , °r a ., "• "., 'e ° t +"i ,`O `° `."i,'•'a "."•e.!"a.°"a•°+e,v".p.a%._4"..°"o"�•aA`•.,"a..•. a,`"p. tie" aO." a":p"" ti°"a"D'` a".'pe "°ti ""O"• e'""p.°e" t/2 ."^,�!:':!"ml,;!e!"o."!;"•'a°°ei�°O"•°ei.°•'°°vi,°O" ?'ao•" ! �e Vim. ! " q°..•". . . e• 'e` A'°. a-'e'. P'� ° .°"e.+'. !°�e .°"4•°. 9 TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR. TIERED PERPENDICULAR, PARALLEL. AND DIAGONAL RAMPS. FOR USE AT Q ED PERPENDICULAR CURB TO RT THE GUTTER FLOW THE P LINE.RAMP TYPES INCLU EVFANS & SDEPRES EDN CORNERS. Q BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. O7 TOP FRONT OF GUTTER SHALL B CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE III BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO.4 EPDXY -COATED 18" LOGI T BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINI UM FROM ALL JOINTS. OO HELPS PROVIDE TWO SEPARATE RAMPS.REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS.USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHER ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 12 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. 1© 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.3702. 1a DIMENSION TO BE SAME AS SIDEWALK THICKNESS.4^ MIN. �` of00 18Qr !o 0 II OF Tt��� STATE DESIGN ENGINEER REVISED: PEDESTRIAN CURB RAMP DETAILS APPROVED, STANDARD PLAN 5-297.250 (SHEET 3 OF 6) 1-23 -2017 SHEET NO. 8 OF 25 PiALK/PATH ACE DETECTABLE FACE OF CURB/PROJECTEDARNINGS ENTIRE FACE OF CURB WIDTH LANDING WALKABLE FLARE RAMP WALKABLE SURFACE 8-107 8-1 ONC ETE ONC FLARE m FLU BgCK MATCH INPLACE OF CURB HEIGHT -WALKABLE CURB FLARE — — — — — — — — — — — — — —— WALKABLE CURB 7`4 TE SURFACE O /\ / \ O CURB te„_ PAVE FLARES ADJACENT TO 41-KABLE SURFACE LANDING NON-*ALKABLE RAMP NON-*ALKABLE SURFACE SURFACE 1.6 1:6, CONCRETE FT-1 CONCRETE (FLARE I � I FLARE, .> , , .. FLARES ADJACENT TOANON _WALKABLE SURFACE LANDING i RAMP \\ NON -WALKABLE / NON -WALKABLE SURFACE / SURFACE /1.6 GRADED m GRADED / FLARE FLARE GRADED FLARES Q; LANDING ; W CURB DESIGN V SIGN V T SEE PEDESTRIAN RAMPCH DESTRIAN Q APPROACH NOSE NOSE 2 DETAIL L NON -ALKABLE mBLE SU FACEE M w 2 W 2 1 2 RETURNED CURB 5Q ova TYPICAL SIDE TREATMENT OPTIONS O n W W 2 2 LLJ REVISION: APPR VED:JANUARY 23.2017 W J � � J\ OPERATIONS ENGII�ER (( EASIVDMATUFRONTIFACE40FPCURB)RED —� FOR A MIN.6" LENGTH (MEASURED ALONG FLOW LINE) MATCH INPLACE / CURB HEIGHT ---------- T APER DETECTABLE EDGE WITH CURB AND GUTTER )F RADIAL DETECTABLE WARNING EDGE OF ROAD RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER 1/2" R.� 6„ VAR. 4. TURF OR CONCRETE TOP OF GUTTER 41 6 SECTION A -A T TURF OR 6" CONCRETE TOP OF SIDEWALK >.p Th/h2 3„ T SECTION B-B PEDESTRIAN APPROACH NOSE DETAIL (FOR RETURNED CURB SIDE TREATMENT) CURB DESIGN V A CURB & Q2 GUTTER / R 2' Q 1D \V A 15 �or 16 0 c -f 47. OF TtSTATE DESIGN ENGINEER DETECTABLE WARNINGS a. ' o •° a, ' e' NEAREST RAIL 4' 8.5" �'+''a' aCROSSING• ° .�.>'� ". SURFACE PEDESTRIAN GATE ARM RAILROAD GATE ARM 0 I I L 4.5' 4 I 8.75' _ 16 RAILROAD CROSSING PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHO�IT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTH ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. lO 0" CURB HEIGHT. O2 FULL CURB HEIGHT. 3Q 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. 0 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREAT NTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK. ADJACENT PROPERTY CONSIDERATIONS.AND ITIGATING CONSTRUCTION IMPACTS. Q5 TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED. THE CONCRETE �yALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 07 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS. DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. ® ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. Q9 DRILL AND GROUT I- NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)�1TH 3" MIN. COVER. RENFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 10 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB U.E.6'LONG RAMP FOR 6" HIGH CURB), WHEN THE INITIAL LANDING IS MORE THAN P BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15'MAXIMUM FROM THE NEAREST RAIL.FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 13 WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL.2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 12 14 CROSSING SURFACE SHALL EXTEND 2-MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 15 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2'ON FREE RIGHT ISLANDS. 16 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN -CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. REVISED: PEDESTRIAN CURB RAMP DETAILS APPROVED, STANDARD PLAN 5-297.250 (SHEET 4 OF 6) 1-23 -2017 SHEET N0. 9 OF 25 xISTING ALK VARIABLE HEIGHT H 6" V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING WALK VARIABLE HEIGHT H 6 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTUSH B B TTON TO LEDGE OOF SID yyPyyALK 6" WIDE MUST NOT EXCEED 10 ICHES V-CURB � 4" PEDESTAL POLE J (LINE UP CENTER OF POLE WITH THE BACK OF V-CURB) a W % T W I. Q PS PUSH BUTTON W MOUNTING SPACERS ADAPTORS) (SADDLE W M � 2 W 6" IDE V-C RB O j a 1�/6" WIDE V-CURB B�f 30" x 30" SQUARE P DESTAL FOUNDATION O4OUNDATION THE SSURROUryDING WALK) H WITH PLAN VIEW 15" TOP OF SECTION B-B SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) W W REVISION: 2 2 LLJ APPR VED:JANUARY 23.2017 W � � OPERATIONS ENGII�ER 112" R. R i.VI„R V CURB INTERSECTION 1 EXISTING BUILDING XISTING ALK 3 •,6 a ° .: ;.. VARIABLE HEIGHT y is 2 A V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT H CURB WIDTH W <6' 4' t 6' 6' 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE BUTTON TO EDGE OF SID ALK V-CURB A MUST NOT EXCEED 10 1 HES 6" WIDE V-CURB 4" PUSH UTTON STATIO� POLE �IDE BY 18" �ONG, A 1 2" THICK CO CRET . 0 IFY THE PUSHBUTTON PLAN VIEW SQUARENFOUNDAT�ON A PS PUSH BU OUNTING SPj (SADDLE ADAF 18" W,1DE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V-CI SECTION A -A PUSH BUTTON STATION (V-CURB) 9' 2' MIN PF(1FSTRTAN SEMI -DIRECTIONAL RAMP (3,4,9) 3-DOME SETBACK.4'LONG RAMP AND PUSH BUTTON 9'FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) Mo., !o 0 OF TM��� STATE DESIGN ENGINEER FLARE ABLE PEDESTRIAN PATH - - OF TRAVEL INSET A EXISTING SIDEWALK LANDING RAMPi O O 11 RAMP I — LEIS-i- F--—-—-—-—-—- — - — - —i I I ' 1.5% 4.5% � I (VAR.) I � 6.0' I -- - —- —- (VAR—) -— - —- —- � INSET A TRANSITION PANEL O® NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE.OR WHEN THE PEDESTRIAN PATH Or TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. HERE RIGHT-OF-WAY ALLO S.USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT URF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. 1Q END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. Q3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. 4Q THE MAX. RATE OF CROSS SLOPE TRA11S1T10NING IS ]'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. IHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%.DOUBLE THE CALCULATED TRANSITION LENGTH. Q5 TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP. OR 1F NEEDED. LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - S OPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMU►,� IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIME SIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL VIDTH OF INCOMING PARS. O TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.SEE THIS SHEET FOR ADDITIONAL INFORMATION. REVISED: I PEDESTRIAN CURB RAMP DETAILS APPROVED, STANDARD PLAN 5-297.250 (SHEET 5 OF 6) 1-23 -2017 SHEET N0. IO of 25 LANDING \ \�\d \ \ ABL BGGL� \ \ \ \ \ R \ \ 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. \ LANDING z a J 2 D 0 0 0 0 W EDGE OF THROUGH LANE EDGE OF THROUGH LANE La \ \ TYPICAL ? BL 1A G \ \ O uj La\ \ o \ 1.0% MIN. \ \ 5.0% MAX. \ \ \ CURB LINE AND ROAD CROSSING ADJUSTMENTS EXPANSION MATERIAL PLACEMENT FOR CONCRETE AND BITUMINOUS ROADWAYS OPTIONAL CURB LINE REINFORCEMENT 4 PLACEMENT ON BITUMINOUS ROADWAYS PEDESTRIAN RAMP PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. R UP UP TO 2.0% CHANGE TO 4% CHANGE 2.0% MAX. R UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS I I PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - FAN PEDESTRIAN RAMP PEDESTRIAN RAMP N% 1IN.0% �IN. 01.orMAL.o 5%�1.5%l.o%M1 Xl.o% 1.07 AX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS PEDESTRIAN RAMP l.o% �IN. 1.0% MIN. 1.0% DIN. 5.0% AX. 1.5% PREFERRED 5.0% Ax. FLOW LINE PROFILE RAISE - FAN "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE yyyyITHIN A CROSSWALK, IS REQUIRED WHEN A OADWAY IS IN A STOP OR YIELD CONDITION AND THE AOJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS -ON. FULL PAyEMENT R PLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR HEN FEASIBLE. MILL & OVERLAY PROJECTS. "TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS RV�pUIRED HEN THE EXISTING FLO LINE IS GREATER THAN 2%. ARPING OF THE BITU INOUS PAVEMENT CAI NOT EXTEND INTO THt THROUGH LANE. TABLE THE LOW LINE TO 2% OR S MUCH AS PO$�IBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1)1.0% MIN.CROSS-SLOPE OF THE ROAD 2) 5.0% E.CROSS-SLOPE OF THE ROAD G� 4)UPATTOE2% CHANGENINUFLO� LINE FROM EXISTING �ISLO E BEYONDG SLOPE NTHEOPEDESTRIT OF AN CURBNRAMPP STAND-ALONE ADA RETROFIT$;FOLLOt MILL & OVERLAI(,CRITERIA A;OVE HOtEVER ALL PAVEMENT WARPING IS DONE ITH BITUMINO S ATCHING ON BITUMINOUS ROAD AYS AND FULL -DEPTH APRON EPLACEMENT ON LONCRETE ROADWAYS. )N: RAISING OF CURB LIN SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS.RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RA PS OR A$ UGH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; fED: JANUARY 23. 2017 1) 1.o% V�JN. AND 5.0% MAXIMUM CROSS-SLOOF THE ROAD 2)1.0% MIN.F��Q�( LIN (ON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE 3) 5.0% RECOMMLNDENAX. FLOW LINE OPERATIONS ENGINEER 4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL 361, EXISTING 6 SIDE�ALK �L. PLAN VIEW SIDEWALK EXISTING REPLACEMENT SIDEWALK SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW T/2 p T1� - I I = 4" SID WALK (TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT EXISTING CURB AND GUTTER 3" MIN. ,�,:'a�:; ��.;; o'•' ;o° 3" MIN. > P • o °�, •. 9 °off .° °�S • P n SAWCUT FOR USE ON CURB RAMP RETROFITS T /2�PROPOSED CURB CURB AND GUTTER 0 AND GUTTER REINFORCEMENT OPTIONAL CURB LINE REINFORCEMENT DETAILS 2Q 4O o 1-111\ _1-14 36" MAX. LANDING LANDING �'?\� o.• ��, 36•• MAX. 12" `• 36^ MAx. •. Max. Max. 36" Max. 12„ 12" 12" 12" 3 SEPARATE LANDING 1 3" POUR REINFORCEMENT NOTES: lO TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. ( DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED).BARS TO BE ADJUSTED TO MATCH RAMP GRADE. ( DRILL AND GROUT 2 - NO.4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. 4O THIS OPTIONA CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. O5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC.3702. ROUND OUT CUT .. 1'01'0" B -AL ....... k. _ _ 18' 0" MIN. - - P.I. � P.I. CONTOURING ROAD CUTS ROADWAY CONSTRUCTION 20 DESIRABLE LIMITS .f R/W LINE I � 5' 5' vp�, 1;6 I ROUNDING SHOULDERS AND BACKSLOPES CL ROADWAY GROUND LINE � SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES BITUMINOUS SHOULDER VARIES SEE TYPICAL SECTIONS SHOULDER BASE AGGREGATE 1ST STAGE CONSTRUCTION 1"(WHEN SOD IS PLACED) 2ND STAGE CONSTRUCTION r OD OR SEED EED & ULCH I TOPSOIL 3- MIN. TOPSOIL SHAPING AND TOPSOILING INSLOPES 6' 0" MIN. �jAY SHOULDER CURB TOP OF SOD EVEN ROAD 1 1 l f WITH TOP OF CURB L TOP OF TOPSOIL 1INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED REVISION- 2 2 APPROVED. 2-28-2017 C-lEF EM/IR&okI lAL pr►ICER NOTES: SEE SPEC.2575.3 FOR ADDITIONAL INFORMATION. Ql CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. Z N N PLAN VIEW DITCH TMDITCH 12-1 BOOM �5c5 IL 8' 0" DESIRABLE O W C] T• n•• lQ• n-• 1h Ai Cnn IkTnTu ` EXTEND SOD AT 12'INTERVALS SODDED DITCH CROSS SECTION WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1/2"/FT.), FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. THEORETICAL DITCH GRADE J� FLO FINISHED DEPRESSED JIcM. F�OI.-lo'o"`EXTEND SOD SODDED DITCH GRADE r CRC c 3" MIN• INTO TOPSOIL FLO----=cc s�'� DITCH PROFILE SODDED DITCH DETAILS mll REVISED, M INN @ S O TA APPROVED, DEPARTMENT 2 - 2 8 - 2 017 TRANSPORTATION STATE DESIGN ENGINEER NORMAL BACK SLOF PLAN VIEW EXTEND SOD AT 12'INTERVALS� n•• �' vI.TAcI r .L TnT. 11• _ 1n• I' 0" 1 ,• n•• E � Tp P.I. I P.I. EXTEND SOD PAST APPROX.8' SECTION A -A TOP OF BACKSLOPE- OF DITCH NORMAL BACKSLOPE ARIABLE FLO_ - TOE OF gE 1 $cc BACKSLOPE ENV c� EXTEND SOD 3" MIN. INTO TOPSOIL 1' FINISHED DEPRESSED SODDED FLUME SECTION B-B SODDED FLUME DETAILS PERMANENT EROSION CONTROL STANDARD PLAN 5-297.404 (SHEET 1 OF 1) SHEET NO. 12 OF 25 I IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. 1 1N. X 2 1N. X 24 IN. LONG WOODEN STAKES STAKES SHALL BE DRIVEN THROUGH THE AS NEEDED. STAKES SHALL BE DRIVEN OVER BACK HALF OF THE SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE b AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. Q1 STAKE POINTING UPSTREAM. O SEDIMENT CONTROL LOG W @� ti 45. FLOW FLOW W Q / 45• BACKFILL AND COMPACT SOIL FROM IN.- 10 1N. EMBEDMENT DEPTH TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG �8 "' 8 IN.- 10 IN. EMBEDMENT DEPTH�� "y PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH (1 TO 2 1N. DEPTH) TYPES: WOOD CHIP, COMPOST, OR ROCK TYPES: STRAW, WOOD FIBER, OR COIR COARSE FILTER AGGREGATE :AJ112 SLOPE (TYP) CLASS IRIPRAP WATER_� T. DITCH PROFILE FLOO, 8 F T. TYPE IV GEOTEXTILE ALONG BOTTOM OF FILTER BERM TYPE 3 (ROCK WEEPER) SEDIMENT CONTROL LOGS CLASS II RIPRAP DITCH 2 FT. PROFILE 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM OF FILTER BERM Q W % W W � Q Ty O 2 IN. X z IfV. 00 STAKES 1�(1 CING BA S 1 EACH CATEGORY 3 EROSION ppNTROL Q 2 AL B DDED 10 INCH S __ D THE _ = BLANKET (6 FT. SIDEIN•) 4 Q U INI U 1 GROUND. _ _ - = FLOW - _ WATERING FLOj� STANDING WATER �4 W EMBED BALES 4 IN. INTO GROUND IN. �lj_ 6 IN. STAPLES AT 1FT. O.C. EMBEDMENT METHOD BLANKET METHOD (ALTERNATE) o a BALE BARRIERS 3Q 2 2 REVISION: APPROVED: 2-28-/20A17 C-lEF EM/IR&ok1l4 pr►ICER TYPE 5 (ROCK) FILTER BERMS COMPOST.SLASH MULCH, OR TOPSOIL 2 FT. DITCH MIN. PROFILE To 4 FT. MIN. TYPE I (COMPOST), TYPE 2 (SLASH MULCH), OR TYPE 4 (TOPSOIL) NOTES: SEE SPECS. 2573.3149.3874. 3882.3886. & 3897. Q SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1FOOT FOR DITCH CHECKS OR 2 FEET FOR OTHER APPLICATIONS. Q2 PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. 3Q TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN.X 18 IN.X 36 IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 0 INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. REVISED, TEMPORARY SEDIMENT CONTROL MINN@SOTA APPROVED, STANDARD PLAN 5-297.405 (SHEET 2 OF 7) DEPARTMENT 2 - 2 8 - 2 017 SHEET No. 13 of 25 TRANSPORTATION STATE DESIGN ENGINEER POINT " POINT ..A-- Ql FABRIC TYPE 1V (SPEC.3733) ALONG BOTTOM OF RIPRAP ROCK DITCH CHECKS FILTER BERMS TYPE 3 (ROCK WEEPER) OR FILTER TYPE 5 (ROCK) Q(�) (FOR USE ON ROUGH GRADED AREAS) EROSION CONTROL BLANKET CATEGORY 3 BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING. FLO� FILTER BERM TYPE 3 OR 5 -� (SHOWN) SPACING (Y)DETERMINED Y BY FORMULA (SEE NOTES) DITCH CHECK SPACING (FOR ALL FILTER BERM TYPES) N 1 1N, X 2 1N, X 24 IN. LONG WOODEN STAKES AT 1 FT. MAXIMUM 4" X 4" TRENCH BACKFILLED OVER SPACING. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF EROSION CONTROL BLANKET T OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 I \ POINT r POINT ROSION CONTROL BLANKET DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. ` „B„ �NCHOR TRENCH, A ACKFILL I H TAMPED SEDIMENT CONTROL LOG TYPE WOOD FIBER 4TURAL IL. EROSION FLOWCONTROL B NKET 4 IN. MIN. CATEGORY 3 (8 FT, IN. WIDTH) STAPLE BLANK T 1 %�y WITH 6 1% STAPLES AT 18 IN. 8". 11 GA. STAPLES �( 4 IN. MIN. MAX SPACING 1THI RO k AND 2 F77, MAX. SPACING SPACED 1' 0" ON CENTER BEJEEN ROWS. LE�D�NG AN� TRAILING EDGE SHALL BE STAPPLED APPROX, 6 1 . FRO EDGE (TYP.) SEDIMENT CONTROL LOG TYPE BLANKET SYSTEM 04 SEDIMENT CONTROL LOG TYPE WOOD FIBER, OR TYPE COMPOST QQ (FOR USE ON ROUGH GRADED AREAS) REVISION: APPROVED: 2-28-2017 MEF E4ylRGIokN1� . NOTES: SEE SPECS. 2573.3601.3733.3885.3886 & 3889. FOR DITCH CHECKS.PLACE SEDIMENT CONTROL LOG PERPENDICULAR TO FLOW AND IN A CRESCENT SHAPE WITH THE ENDS FACING UPSTREAM. APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA: APPROXIMATE SPACING OF DITCH CHECKS (FT.)= Y = DITCH CHECK HEIGHT (FT) X 100 % CHANNEL SLOPE Q1 POINT "A" MUST BE A MINIMUM OF 6 INCHES HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. O PERMANENT ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE ARE TO BE 18" OR LESS IN HEIGHT. A 1:6 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED. (J)DITCH GRADE 3% - 5%. MAX.FLOW VELOCITY 12 FT./SEC.. Q DITCH GRADE 1.5% - 3%. MAX, FLOW VELOCITY 4.5 FT./SEC.. O5 DITCH GRADE 1.5% - 3%. MAX, FLOW VELOCITY 1.5 FT./SEC.. mll REVISED] M INN @ S O TA APPROVED, DEPARTVE"T 2 - 2 8 - 2 017 TRA"SPORTATION STATE DESIGN ENGINEER TEMPORARY SEDIMENT CONTROL STANDARD PLAN 5-297.405 (SHEET 3 OF 7) SHEET NO. 14 OF 25 INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET I MINIMUM DOUBLE �I STITCHED SEAMS ALL _j AROUND SIDE PIECES AND ON FLAP POCKETS I FRONT, BACK, ANDJ BOTTOM TO BE I MADE FROM SINGLE PIECE OF FABRIC. I T YPI GROUND LI FILTER BAG INSERT QQ (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) SEDIMENT CONTROL INLET HAT 8 USE REBAR OR STEEL ROD \ FOR REMOVAL (FOR INLETS 4" WITH CAST CURB BOX REPLACE ROD WITH WOOD 2" X 4"). EXTEND 10" BEYOND GRATE 12" WIDTH ON BOTH SIDES.LENGTH VARIES.SECURE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) SIN/ ^^ee a 4 � r aa� I II 1 --- io �o m -� pp W NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE:HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION. HAVE AN OVERFLOW OPENING. FLANGES AND A LID/COVER. REVISION: 2 2 APPROVED: 2-28-2017 C-lEF EM/IR&0kI l4 pr►ICER ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE. BUTT JO0 ROCK LOG/COMPOST LOG 2.5' MAX SPACING 5' MIN. LENGTH POST 36" GEOTEXTILE - REINFORCED WITH — WIRE 10 PLASTIC ZIP TIES (50 LB TENSILE) HOLDS GEOTEXTILE IN PLACE ON ALL POSTS TYPE 9 MULCH GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH 12" OUT SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1.3 or LESS 3/16" THICK (MIN.) STEEL COVER 6" DIAMETER O T POLYETHYLENE O 2 1/2" D - 2 0 TUBE RISER LEVEL OF FILTER ) BE BELO�( ROAD : ELEV. 5 SECTION (UP POSITION) POP-UP HEAD `DROP INLET WITH GRATE (MIN.) LATE PERSPECTIVE VIEW 3/16" THICK (MIN.) STEEL PLATE :rYt? 0 0 .t 0 ' 0s d TUBE RISER SECTION (DO N POSITION) NOTES: SEE SPECS. 2573. 3137. & 3886. DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY THAT WOULD IMPEED TRAFFIC FLOW. Oj ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS,MEETING SPEC. 3886. Q2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. O INSTALLATION NOTES: DO NOT PLACE FILTER BAG O� THE MINSERT IN INLETS SHALLOWER THAN 30 INCHES, �EASURPLACED BAG ERS ALL HAVE A MINIMUMOF ESIDE ECLEARANCE T TO THE TOF 3OP FTHE GRATE. HE INCHES BE TWEEN TWEEN THE INLET WALLS AND THE BAG.MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG.USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. 4O FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. Q5 SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. © GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER.SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC.3137 TABLE 3137-I. CA-3 GRADATION. mll REVISED] M INN @ S O TA APPROVED, DEPARTMENT 2 - 2 8 - 2 017 TRANSPORTATION STATE DESIGN ENGINEER TEMPORARY SEDIMENT CONTROL STANDARD PLAN 5-297.405 (SHEET 4 OF 7) SHEET NO. 15 OF 25 REVISION: 2 2 APPROVED: 2-28-/20A17 C-lEF EM/IR&ok1l4 pr►ICER PUBLIC ROAD 0 SEDIMENT 0 3 Z SURFACE FLOW � TRAP i ENTRANCE WIDTH RADIUS AS REQUIRED(2) SLASH MULCH, CRUSHED ROCK, SHEET PAD.OR OTHER PER SPECIFICATION. SLASH MULCH,CRUSHED ROCK,OR SHEET PAD CONSTRUCTION EXIT O0 HIGH STRENGTH GEOTEXTILE FABRIC (TWO LAYERS SEWN TOGETHER TO FORM POCKETS) ETRAFFIC FLOW MIN. 2" DIA. HIGH TENSIL REINFORCED RIBS SHEET PAD 10 FT MIN. 10 FT MIN. 6" MIN. DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH GEOTEXTILE FABRIC TAPER EDGES AT 1:1 6" MIN. INPLACE GROUND SLASH MULCH OR CRUSHED ROCK PUBLIC ROAD RADIUS AS REQUIRED 0 RUMBLE PAD SEDIMENT TRAP of SLASH MULCH, CRUSHED ROCK, SHEET PAD, OR OTHER PER SPECIFICATION. ENTRANCE WIDTH RUMBLE PAD CONSTRUCTION EXIT �0 CORRUGATED STEEL PANELS GEOTEXTILE FABRIC TAPER EDGES CROSS SLOPE 37 OR FLATTER AT l:l -o ne REVISED M INN @ S O TA APPROVED, DEPARTME"T 2 - 2 8 - 2 017 TRA"SPORTATION STATE DESIGN ENGINEER L 6- MIN. DEPTH OF 1" COMPACTED SOIL TO 2"CRUSHED ROCK OR SLASH MULCH RUMBLE PAD NOTES: SEE SPECS. 2573 & 3882. 10 MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL OPERATIONS. Q2 PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM TRACKING OFF OF PAD WHEN LEAVING SITE. Q3 IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS,PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF. 4Q IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE, PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW. 05 IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO DRAIN THE WASH WATER TO A SEDIMENT TRAP. © MINIMUM LENGTH OF RUMBLE PAD SHALL BE 20 FEET, OR AS REQUIRED TO REMOVE SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT 1S TRACKED FROM THE SITE. THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE ADDITIONAL VIBRATION. WASH -OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES. O7 MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR ALWHEN THE EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK)OVER SEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS. TEMPORARY SEDIMENT CONTROL STANDARD PLAN 5-297.405 (SHEET 5 OF 7) SHEET NO. 16 OF 25 5 FT. MIN.LENGTH POST GEOTEXTILE FABRIC,36 IN.WIDE AT 6 FT, MAx, SPACING GEOTEXTILE FABRIC PLASTIC ZIP TIES Q COARSE FILTER FABRIC ANCHORAGE TRENCH. (50 LB. TENSILE) AGGREGATE BACKFILL WITH TAMPED LOCATED IN TOP 8 1N. 6 IN. NATURAL SOIL SEE OPTIONAL METHOD DETAIL FLOW 6 IN. MIN. FLOW — r `) r az 6 IN• MIN• zm GEOTEXTILE FABRIC 5 W m r � l� W N SILT FENCE TYPE HI (HAND INSTALLED) FUTURE BRIDGE ROADWAY SHOULDER — — — — — - — — — — — — — —— ----------------------y ��- EMBANKMENT BRIDGE END SLOPE FENCESILT TOE OFEMBANKMEN WRAPPED AROUND ?�jy9o�F TOE OF SLOPE SILT FENCE ONLY REVISION: 2 2 APPROVED. 2-28-/20A17 C-lEF EM/IR&ok1l4 pr►ICER 12 IN. MW. OPTIONAL METHOD ROADWAY SHOULDER GEOTEXTILE FABRIC, 36 IN. WIDE TIRE COMPACTION ZONE FLOW MACHINE SLICE 8 IN. - 12 IN. DEPTH r-----=FUT RE BRIDGE — — — — — — — — — — — — — — - 4 5 FT, MIN. LENGTH POST AT 6 FT, MAX, SPACING PLASTIC ZIP TIES (50 LB. TENSILE) LOCATED IN TOP 8 1N. FLOW SILT FENCE TYPE MS Q2 (MACHINE SLICED) ----------------------1 EMBANKMENT BRIDGE END SLOPE SAND BAG BARRIER 3 FT, SILT FENCE TO MEET l'qR HIGH ADJACENT TO WATER COUR.SAND BAG BARRIER !,2 Typ<E FROMSTOEXOFNENDOSLOPEACK TOE OF SLOPE SILT FENCE WITH SAND BAGS Q9 INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER SILT FENCE I ti DISTRURBED SOIL, o o o o WORK AREA DRAINS ° 0 STREAM o ° o 0 0 o o 0 0 i CONSTRUCTION oo /o 9`'0 o SILT FENCEo 0 0 ° LIMITS o 0 o ! o 0 I 25' MIN. WITH o 0 0 o 10-20% SLOPE RADE o o o 0 0 MINIMUM POSSIBLE I o 0 9/O 0 TURNING RADIUS = 10' o o ° o (MAY BE LARGER WITH /�o 0 LARGER EOUIPMENT) I o 9�0 STREAM BANK OR TOE OF SLOPE CONSTRUCTION LIMITS STREAM BANK OR TOE OF SLOPE GEOTEXTILE FABRIC, 36 IN. WIDE STAPLES (TYP,) FABRIC ANCHORAGE TRENCH, BACKFILL WITH TAMPED NATURAL SOIL FLO 6 IN MIN-------------- Q 5 FT, MIN. LENGTH POST AT 6 FT. MAX. SPACING FLOW r or az W Z� a f 6 IN. MIN. Z m La W co SILT FENCE TYPE PA (PREASSEMBLED) r------- FUTURE BRIDGE � ROADWAY SHOULDER --------------- -----------------------1 EMBANKMENT OR WORK ROAD END SLOPE �..� EMBANKMENT—,-*, TEMPORARY SHEETING ADJACENT MEET SHEETING SILT FENCE TO1,?RTyA<F BACK FROMTO WATER COTOE SOF END SLOPE.E. BACK 10 FT. TOE OF SLOPE SILT FENCE WITH SHEETING SILT FENCE NEAR TOE OF CL ROADWAY SLOPE AND OUTSIDE OF CONSTRUCTION LIMITS VpRiW-E 16 f— !— LOCATION AT TOE OF ROADWAY EMBANKMENT NOTES: SEE SPECS. 2573.3149 & 3886. Q COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. Q2 TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA. I ACRE. Q3 �TyO PROTECT AREAS yyFROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA. 0.25 ACRE. O CONTRIBUTING SLOP AREA.1.12 ACR�DING. Q5 tATER COURSE FLOft JELOCITY• 1 TO 7 FT,/SEC. ONTRIBUTING SLO REA. I. ACRE. © tATER COURSE FLOA JELOCITY•8 TO 15 FT,/SEC. ONTRIBUTING SLOPNEL REA.3 ACRES. PLAN VIEW PERSPECTIVE VIEW REVISED, J-HOOK INSTALLATION mll M INN @ S O TA APPROVED, DEPARTME"T 2 - 2 8 - 2 017 TRA"SPORTATION STATE DESIGN ENGINEER TEMPORARY SEDIMENT CONTROL STANDARD PLAN 5-297.405 (SHEET 6 OF 7) SHEET NO. 17 OF 25 10'MEASURED FROM CURB TO CURB - - ROADWAY - SOD OR SEED & MULCH %I�EDI� PAyE, €f�{T: • CL ROADWAY - - SODDING LIMITS AT GORE AREA 10 BR. APPROACH PANEL EDGE OF END OF SHOULDER BRIDGE CONTROL - ' EDGE OF BRIDGE POINT I' AND EDGE OF I SLOPE PAVING I I TRANSITION AREA I (TOP OF BERM) I SOD LIMITS I I I TOE OF SLOPE I TOE OF SLOPE PLAN ROADWAY SHOULDER EDGE OF SOD APPROACH TOP OF SLOPE PAVING 2 �4a, Tom_ TOE OF SLOPE — — TOE OF SLOPE ELEVATION SODDING LIMITS AT BRIDGE APPROACH FILLS REVISION: 2 2 APPROVED: 8-6-20/14A C-lEF EM/IRO0kIl;L pr►ICER EDGE OF 6l BITUMINOUS r .n ]%SLOPE P.I. SOD SHOULDER SLOPES ON INSIDE OF SUPERELEVATED CURVES SODDING INSLOPES OF SUPERELEVATED CURVES OF 6L�`0F�0 OVERLAPPING SOD WOOD FIBER BLANKET MULCH END OF UPPER BLANKET TO OVERLAP BOTTOM _ _ .0 ,- to:N HERE THE FLOW OF WATER SHERE THE FLOW OF WATER 1S IS CONCENTRATED,PL CE SOD SHEETING, PLACE SOD STRIPS STRIPS PARALLEL TO THE PERPENDICULAR TO THE DIRECTION DIRECTION OF WATER FLOW. OF WATER FLOW. SPECIAL SOD PLACEMENT TECHNIQUES ADJACENT PROPERTY END OF BLANKET BURIED IN 6" DEEP VERTICAL TRENCH WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE SOD RUNOFF SPREADER: SOD LAID PERPENDICULAR TO FLOW ON TOP OF BLANKET — WOOD FIBER BLANKET MULCH SPEC. 3885 -. P.1. SAFETY SLOPE - STANDARD MULCH ...1 END OF BLANKET W BURIED IN 6" DEEP a VERTICAL TRENCH 14 ---———————— — — — --J WOOD FIBER BLANKET INSTALLATION ON AN INSLOPE ( WHEN REQUIRED ) �`MN18 alt :® '00 s (� 0 STATE DESIGN E ROADWAY CL SHINGLING SOD P.1. 35' SOD RUNOFF SPREADER: SOD LAID PERPENDICULAR TO FLOW OF WATER N l:A o ROADWAY CL S���PF� tNa STANDARD ;� UL SV3\ ANDCSEED L BROKEN -BACK SAFETY FILL SLOPE 1:2 OR FLATTER 1' MIN. FLO 1:2 OR FLATTER r� ADJACENT f CUT OR FILL SLOPE AREA OR DO �OT CONSTRUCT DITCH INSLOPE PERMANENT SLOPE PROTECTION DIKE REVISED] PERMANENT SEDIMENT CONTROL APPROVED, STANDARD PLAN 5-297.406 (SHEET 1 OF 1) ER 8 -6 -2014 SHEET NO. 18 of 25 Hardwood Creek Trail II MATCH LINE STA 21+00 HARDWOOD CREEK TRAIL 12 13 14 15 1.6 1.7 1 0 50 FT 100 FT X 0 50 FT 100 FT HARDWOOD CREEK TRAIL ALTERNATE Z rvu uAlt I by —1 uesignbyy. TJS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL p p �/�� CREEK HARDWOOD CREEK TRAIL CITY OF HUGO, MINNESOTA SHEET a1 y Plan By: TJS Checked By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �. CITY OF 1'9 OF 'S ? ACJ WS =iv ALIGNMENT PLAN & TABULATIONS 25 Approved By: ADAMJESSEN,PE F5T °°° H U GO, M I N N ESOTA Y ACJ DATE:,Q„„U,g LICENSE NO. xx,x _ SHEETS Hardwood Creek Trail MATCH LINE STA 21+00 O i IN CQNST. LIMITS •r I txx CQNST. LIMITS �- Hardwood Creek Trail --- CQNST. LIMITS --------Z---------y---------gam-------21T uesip cyy. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY TJS DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL r Plan By: TJS Checked By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 10 b �. CITY OF ACJ ADAM JESSEN, PE WS 11H11,` JI Fsr lsos Approved By: -_ ACJ DATE: 10/3/2019 LICENSE NO. HARDWOOD CREEK TRAIL HUGO, MINNESOTA 0 50 FT 100 FT LEGEND REMOVE BITUMINOUS PAVEMENT CLEARING AND GRUBBING (ACRE) REMOVE CURB AND GUTTER ----" CONSTRUCTION LIMITS O SA�ING BITUMINOUS PAVEMENT (F LL DEPTH) NOTES[ 2. SAtCUTTING FOR CONCRETE CURB AND GUTTE SHALL BE INCIDENTAL. X • 0 50 FT 100 FT CITY OF HUGO, MINNESOTA On` 1 20 OF MISCELLANEOUS'REMOVALS PLAN 25 SHEETS Hardwood Creek Trail sh-- : I - � J 1 0' BITUMINOUS TRAI 0' BITUMINOUS TRAI + ; n 0 50 F T 100 F T 1 CONST. LIMITS BOARDWALK ..- _ _ O — + Z ------ rn �� --- + - -- + - --- --- n CDNST. LIMITS-- _ N PROPOSED BRIDGE o 130TN ST N rr LEGEND . O SIDEWALK PEDESTRIAN CURB RAMP. (SEE MISC. DETAILS AND SIDEWALK f ; DETAIL SHEETS) 110164,106 PARCEL LINES — — — CONSTRUCTION LIMITS ................................................ . . . 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R. . . . _ . . . . . . . _ 4i 10+00 11+00 12+00 13+00 14+00 15+00 16 00 17+00 18 00 19 00 20 00 21+00 nI W N0, DATE BY CHK REVISIONS Design By: TJS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL HARDWOOD CREEK TRAIL CITY O F H U G O , M I N N E S OTA SHEET rSA ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. '�iT TT T� ^ / Ill/—\4 CITY OF ay �VI■lJ�l!■ \ 2 1 OF Plan By: TJS Checked By: ,x ncJ //�\ 1�-�=1� V V IV EST.1908 H U GO, M I N N ESOTA CONSTRUCTION'PLAN & PROFILE 25 Approved By: ADAM JESSEN, PE O a Aci DATE: jmsnma LICENSE NO. xxxx -- SHEETS Hf/ MATCH LINE STA 21+00 Hardwood Creek Trail II I I I I _ I ' I I I \ CONST. LIMITS �,i r1 BNSF RR TRACK CONST. L IMITS ,a 0 50 FT 100 FT �\ 95'R = - - 10' BITUMINOUS TRAIL 1 PROPOSED BOARDWALK CONST. LIMITS - - - - Pt, 0 10' BITUMINOUS TRAIL 95'R 95'R -- 1 LEGEND .. (D SIDEWALK PEDESTRIAN CURB RAMP. tSEE MISC. 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G.. .... .... .... ......... a.... ......... .... .... .... .... ...aJ.. .... .... .... .... ........................ n . ..,...............3 . .... ., . .... a.W .,,.. ................................................. .... .... ................................................. ... ., - a,JJ V. . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - _ O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . hIn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . p0............. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... �...... .. _ . .. .. ... ... ... ... ... ... ... ... ................................................. .. .... .. .......................... ........................................................................... .. .................................................... 77 21+OD 22+00 23+00 24+00 25+00 26+002 27+00 28+00 29+00 30+00 31+00 32+00 N0, DATE BY CHK REVISIONS Design By: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY O F H U G O , M I N N E S OTA SHEET N W TJS TJS L DIRECT SUPERVISION AND THATIAMA DULY LICENSED PROFESSIONAL OF HARDWOOD CREEK TRAIL �h Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LL K2 OF Checked By: /� C ,x AcJ ADAMJESSEN,PE V V J EU.v HUGO MINNESOTA CONSTRUCTIONPLAN & PROFILE 25 O a Approved ByACJ DATE: jmsnma LICENSE NO. . r SHEETS Hardwood Creek Trail titI , 1BITUMINOUSTRA - 0 IL BNSF RR TRACK TH 61 (FOREST DR1 CREEK TRAI - = // \ L TERNATE ROUT / _ CONST. LIMITS N BNSF ROW m = 0 50 FT 100 FT cl z m + 3g 40 n 7 38 1� 12 �1 CONST. LIMITS , - + + -p + F 4 + 1 i LEGEND • � � _ Tsai°' � _ + 1 FALCON COURT, O S(SEE wMISC. DETAILS NAND RSIDEWALK DETAIL SHEETS) PARCEL LINES !' — — — CONSTRUCTION LIMITS ............................................................................................................... ................................ Hardwood Creek Trail Alternate Route :::::::::::::::::::::::::::: .,, ,..................................................., ,......................................... .. ,. ,. . ..,.... . . . . _ - p T - - - ... - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . 5 - . . . . . . . . . . . . . ID.OQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o��o o m ....=...p _....CD... _ .+: _ (p... _ _ ......... .... ...............,,,,. .,,,,., ,. . , ,. , ,. .M................,,,. ,c . .,,, . , . ., :,., ,,. . , ,.,, ,. . , .,,,,., ., .,, c. , ,................ tit 'fi'_- - - -- - - - . . . . . . . . . . . . . . tO . . _ . . f+ f� - . - _ _ _ _ _ _ _ _ _ _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . ....=...a'J...=.... �' Q.a1.�. >EWK_.54.M. .... .... .... .... .... .... .... .... .... .... _ . . . .v.. . _ . . . . r�f 150.OA'. YX. Uj Lm 0' { . ... ., .:. . ., . 93S . \ EX 1ST I NG GROUND ., .,, PROPOSED PROFILE. . gip.... .... ...0 -.2,• - _ SSDIAOO .... o ,�, . SSD . 618 . . re . . a + + - .K.= 66. . c c u.... 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E� c cN ` ° ` cN EN FN FN crd � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30+00.... ..O?, . 31 00 ., ..T. .32+00 ., ..T . ,.,.,.33+00 ,. ... .34.+00 ,.,.. .35+00 . ......T. ,., . 36+00 .Ot... . 37+00 . . .., ., . 38 00..., 39 „. .,.,.�� . 40+00 N0, DATE BY CHK REVISIONS Design By: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY O F H U G O , M I N N E S OTA SHEET N W TJS DIRECT SUPERVISION AND THATIAMADULY LICENSED PROFESSIONAL HARDWOOD CREEK TRAIL �3 Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. \ //�\ / Ill/—\/ CITY OF L TJS V V IV A-94 T TT T� ^OF Checked By: 1�-=1� �VI■lJ�l!■ ,x ncJ ADAMJESSEN,PE EaT.1908 CONSTRUCTION'PLAN & PROFILE 25 O a Approved By�CJ DATE: lmsnnla LICENSE N0. xxxx H U G O, M I N N ES OTA SHEETS Ly TURF ESTABLISHMENT & EROSION CONTROL NOTES 1. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. ADJACENT STREET AND CURB LINE TO BE SWEPT FREE OF DEBRIS AT THE END OF EACH WORK DAY, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. 2. THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY-TO-DAY AT DISTURBED UNSTABILIZED AREAS WHERE EROSION OR SEDIMENTATION COULD BE A PROBLEM. THE ENGINEER SHALL DIRECT THE CONTRACTOR AS TO WHERE PLACEMENT OF PERIMETER CONTROL WILL BE REQUIRED. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. A. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT WHENEVER POSSIBLE. 5. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE 1OLEM NTED j�ITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS C ASED, TE PORARY STABILIZATION BI(IPS MUST BE SCHEDULED TO OCCUR WITHIN THAT 14 DAY TIME FRAME. 6. ALL STOCKPILES MUST HAVE PERIMETER SEDIMENT CONTROL IMPLEMENTED AND MAINTAINED AT ALL TIMES. STOCKPILES TO RECEIVE RAPID STABILIZATION METHOD 3 IF UNWORKED FOR 14 DAYS. EROSION CONTROL LEGEND SILT FENCE.TYPE MS (PLACE SEDIMENT CONTROL LOG TYPE WOOD FIBER AS NEEDED NEAR STEEP SLOPES) ® EIX SEED MMIX 33-261(35 LBS/ACRE) FERTILIZER TYPE 3 (350 LBS/ACRE) HYDRAULIC MULCH MATRIX (2100 LBS/ACRE) TEMPORARYt RAPID STABILIZATION METHOD 3 2 ivu. uAIt °r unn —'n"a uesignnyy. TJS I HEREBY CERTIFY THAT THIS PLAN 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. WSI_T�T� 11�/\J\) CITY OF �,�,JI _ EST.'9°e HARDWOOD CREEK TRAIL H U GO, M I N N ESOTA CITY OF HUGO, MINNESOTA SHEET 24 OF 25 SHEETS a Plan By: TJS TURF EST &EROSION CONTROL PLAN Checked By ACJ Z Approved By: ACJ ADAM JESSEN, PE DATE: in/3nm9 LICENSE NO. xxxx Y Hardwood Creek Trail MATCH LINE STA 21+00 Hardwood Creek Trail n j O O — , j - r• '� ¢ FALCON COURT i -.- Y g 0 50 FT 100 FT x • 0 50 FT 100 FT Z N0, DATE BY CHK REVISIONS Design By. TJS IHEREBY CERTIFY THAT THIS PLAN WAS PREPARED BYMEORUNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL p p �/�� CREEK HARDWOOD CREEK TRAIL CITY OF HUGO, MINNESOTA SHEET a1 y Plan By: TJS Checked By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CT(�� i CITY OF OS 'S ? ACJ WJ =ivvv TURF EST & EROSION CONTROL PLAN 25 Approved By: ADAM JESSEN, PE F5T ,°°° H U GO, M I N N ESOTA Y ACJ DATE ,n, „n,g LICENSENO xx,x - SHEETS 7,O . . . . 40. . . . 40. . . . ,0. . . .140. . . . 2p . . . . 1p . . . . - - - - - - - - - - - - - - Q . . . . 1p . . . . 2p . . . .10. . . . 40. . . . 40. . . . 40. . . . 0. - - - - - - - - - - - - - - - - € . . . - - . TO. . . . 40. . . . q0. . . . �0. . . .10. . . . 40. . . . Q . . w . . . . .1). . . . 40. . . . 40. - - - - - - - - - - - - - - - - - - - - - - - - - - . . . 40. . . . 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TRAIL ibis ................... ............. ..._...._...._...._...._.. ._... _ ._ _ _ _ _ _ _ O. .._... ._...._...._. .._. ., ,.,— „., ., .,,,, . :., :,. :., :. :,., :. 920 .:., 930 ,,,' „. .,,,,., ., ...930„ - - - - - - - . . . . . . . ....................................................................................................................................................... - - - - - - - . . . . . . . ....................................................................................................................................................... - - - - - - - - . . . . . . . . . . . . . . . . - - - - - - - - - . . - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - .,,.,,,..,,.,.,,.920„. - - . . - - . . . . . . . . . - - - - - - - ., SOD,.,,,, ., ,,., e, ,.,, ,. . ,,,a ,, ,,,,,, ,, ,,,, ,, ,,,, ,,, ,,,,,,, . . . . . . . . - - - - - - - - „., ., .,,,, ;. 900 . - .:., 91 O . . . . . . . . . . . . . - - - - - - - - - - - - - ,,,� „. . . - - 910 IL- TR.AIL._____ .* . .:,..........., l O .50. ........... ,. 940„ .:., ,,., 94O ,.,,, . .,,,,., . „ ,.,, ,. . „. ,,,: ., .,,,,. ,. ,:,,,,. . ., ,,., :.,, ,.,, ,. . ,,,. . .,,,,., . ,,,. . ., . 9AO iL D. 1.5x �„ w„ v Liz' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . _ .,,,,., ,,,. ,. ., ., ,.,,,,. , „., ., .,,,, .,,, . , . ,,. . , ,.,, , 91,0„ 910 ,. „. ,,. , . , .,, . , ,. , ,. ,,, . ., ,.,,, .,,.,,,,. ,. »,—. .,,,. 1 .,,,.,,,,. ., . ,,. ,. ,.,,,,., ,.€ .,,,.,,. .,,.,€,. ., ,.,,,,., .€.,,,,. ,. .,,,,., ,. .,,.,,. . s.,,,., ., .,,,,., . .,,,. ,. .,€,.,,,. .,,.,,,. . ,.,,,,., ., .,,s.,,.900„. .,,,.,900,.,,, .,,,,.,,. ,,,.,,,. .„.,,€ .,,.,,,,. ,. s,,,., . .,,,. ,s .,,., ,. ,,. ,. ,.,,,,., ,» .,—. .,,»,. ., ,.,,,,. .,,,,. ,. ,.,,,. ., .,,. s,.„, ,, ,,, ,,,,,, ,, ,, ,,,,,, ,,,,,,,, , ,,,,,,,, ,, ,,s,.,,.900„ 70 60 50 40 -50 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 rvu. WW I - 1 ntv1—N u gncy: IHEREBY CERTIFY THAT THIS PLAN WAS PREPARED BYMEORUNDERMY CITY OF HUGO, MINNESOTA SHEET �V TJS EDIRECTNGINE RUND UNDER LAWS THE AMA DULY FMINSESOTA SSIONAL HARDWOOD CREEK TRAIL X1 Plan 8y: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TJS I^ 421HUGO °F CheckedBy: \ ^ / CyACJ pE V \V/ J III►►►���///))) CROSS SECTIONS X8 Approved By: DATE: imsnma LICENSE N0. x.:x H U G O, M I N N ES OTA SHEETS a 0 v d' . . �. . �. - - - - - - - - - - �. A . �. . 4a. o. . 10. o. . §a. o. - - - - - - - - - - - - - - - - - - - - - - . . . . . w. . . . w. . . . 4o. . . . �. . . . W. . . . ku. . . . A . . . . ku. . . . �. . . . �. . . . 4u. . . . w. . . . §o. . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - I —.,...I'll.,...., ................. ................. ................ ................ „............... ............... ................. .............. ................. .............. „................ ............... ................. ° ,�............... ......,„,.,„, ...1950,.. ° .Ill,........... .............„.. ................ ................, ................. ................. ............... ............. ................. ............. .................. ................. ................ ................ .1-9501„1. '....:....:....:....:....:....:....:....:....:....'....'....'....'....'....'....'....'....'....=....=....=....=.... iR.AjL.I....=....=....=....=....I....' .'....'....'....'....'....'....'..............'....'....'....'...._ 1 ..95D1......a .�. a .,.. All'..— ...�. a ..11. .e1,.� .I»a.. ..11�.a. II.� .s. ...�. .e. .1.1. .a. I.� . .AI..�. .�e1. . .II I. e. ...�...................s. .�950. s. .1240. _....'....'....................... a.... ....a ....»� s........................s ..... a........................a....� .a.... ..� 16.00' ........'.... '.... '.... _.... _ .11.1. .a 1— .a. 1.11 .It-- . .---A.. . ...,..,a. . .__. s...'9A0.„... 4 lim - - - - a... ., .94D...... . ., ...... Z.....,..I',,.,.,,.,... ., ....... ,. i...... ., ......a .......... . » .......... ..... ,. ............................ „.......... ....... ... ...... .......... .. 940 14.r50.00a... :. .,., a.... .:., 930 ... .. „. ........ ... ., .... ........... ...... ., -- ........... ...... ....1 1..... ........ ... ..... ......... ,.930„ .______... �... 932:28€.________. .... � ................ � _ ___ .._.. '..., - _______ ......... � � .... � .... � .... � ; ; ; ; °........................... ; O.OX ................°....°....°....°....°....°....°....°....°....°......... 93D,.,,,, . ., .., . a, ,.,, ,. . . „ ., .,,,,. ,. ,u,,,. ., ,,., . .,, .... ,. ., .......... ...... .... ....... „., ., .,,,, ...... ... ..... ...... 930 - ,., S20 . ......... ' ...... . „. ., ........ ... ., ..., ' ........ I. . ......... .... . ., ......... ........... I. ,.I ....1 ..' ..... ' ......... ... ..... - ........., - ...920 „ 92D,.,,,, . ..,,..... ........ ...... ...................... ....... .......... . .......... ..........., ............ ...... .... ....... „........... ........ ... ...... .......... 0,,. .. :, . .., 0,. .., :. .,., m. .. 920 ... 910 . ,., ...: m :,,,, . ......... ...... .„. ........... ... ....., ......... . ........... ......... .......... ........... ....... ............. ......... ... ...... .......... .,.910„ 91D,.,,,,€ . ........ Z....... ......z ............�...... ....... .......... . .......... ....... .. .......... ...... .... ....... „.......... ....... ... ...... .......... . :,,. - . .:,. :., :,. :,., 910 ° ,., .:., 900 ,,,ps .,,,,., ,.,, ,. . „. ., .,,,,. ,. ., ,,., .,, ,.,, ,. .,,,,., ,,,. ., ,,,,. .,, ,,, . ., ,.,,, .,,,,. ,,. ,.,, .,,,,., ., ,.900 „ . . . . .,,. .. .., . .., .,. ., .,., . 900 900,.,,,, . ....... �, .... ,. . .... ., .........�...... ....... .......... . .......... ....... .. .......... ...... .... ....... „.......... ....... ... ...... .......... ° ,. ... ..., 950 .. . ......... ...... .„. ........... ... ....., ......... . ........... ...... .. ......... ........... ....... ......, ..... ......... ... ...... .......... . ,.950„ ................................................................................................................... iRw IL- ...................................................................... .9w........ ... a ., . a .,,. ; . ..., .. ., 950 _ . 240 _...._...._...._...._...._...._ . . .„. .., . .. _ _ _ _ _ _ _ j� Oq. . ,. ... 9A0„. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 933:05..... .... .... .... .... .... IL = 0.07L �; ., ,94D......i . ., ..... �, .... ,. . ....... ................ .. ......:.......... . ..... ......, .. ,,,. ,. ., ., ., ,.QOR i ,,,. .,,,,., ,. ,. ,. ...,,, ., ., .,,,,. ,.. .,,, . ., .,., ,,. ,.,, ,. .,,,,., ., .,, .. ,. 940 .:., 930 ... ,,, : . :,,,, .,, ,.,, .. . 1,,111, . ,. . „. .. ... ....., ........... ...... ., ........... ..... ,. .... ....... ......... ... ..... .......... . ,.930 „ :. . ,. . ................................... 933:05°...._...._...._...._...._...._...._...._...._...._... _ _...._...._.... _...._...._...._...._...._...._ ........................... .'O.OGG .._...._...._...._...._...._...._...._...._...._...._...._...._...._...._.... _...._...._...._...._...._...._ ;,,,, ,, ,, ,,,,,, ,'. .,,, . ., :,., ,,. ,.,, ,... .,,,, 930 .:.. 220 . -„ , . `, .92D...... . ., ,,., . :., .. . . : ., , ., . . .... .....' .,, ,.... . , A.. . ....... 7 ..... , ., , ;. ., ........ - ........ .......'.. ..1.1.1 . s' ...............7. ....... ..1;.., ,,. ..... , '..............1. , ,. 9 o... - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . ....................................................................................................................................................... . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - ....................................................................................................................................................... %.I....410 - . . - ,..... . ....... ,' _„ .., ., . „. 1 ', ..........0....... ., ,,.. , ; .,, ,... , .. _.............. ,. ....... ., , _ , . ......... .� ...............� 1 ..1.1.1 1 7......1 .. .................. -.., ,,. ......- .........., , .... 1. ,.910 „. - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - o,,. .. :,. :., o,. .., :. :,., o. ;. 910 ..91D...... :. ....... ..... ,. . .... ........... ....... ....... - .......... . .. ....... .... ,. . .. ........ ...... .... ..... „..' ....... ....... ... . .... .......... ,. . - .:., 900 ... . . . . . . . . . . . . . . . - - - - - - - - - - - - - . . .. . ......... ...... . „. ., ...... ,. ... ....., ....... ,. . .........., ...... ., ......... ........... ....... ....1 ., ..... ........ ... ..... ......... .900 ,,,� 90D,.,,,,: ., ,,., . w....... ......z ........... ,al,,,... ....... .......... . _ .......... _ ....... .. _ .......... _ ...... .... _ ....... „.......... ' ....... ... ...... ' .,,,,., ., ' ,. :. .:, . :., :., '. :,., :. 900 .:., 950 ... .. ' .,,,,., .... ,. .„. ........... _ ... ....., _ ......... . _ .........., _ ...... ., _ ......... _ ........... _ ....... _ ......, ..... _ ......... _ ... ...... _ .......... _ .950 ,,, '....................................................................................._...._...._...._... ....................................................................... _...._...._...._...._...._...._... TRAIL- _.._....=....=....=...._...._ IL ., .95D,.....* . ....... �, .... ,. . ......, ................ ...... .......... . .:, ... ......, ;,,, ,,, ,,,, ,, ;, ,,,,,,, ,, ,,, ;, ,, 950„ . ;., ,,., 940 ,.,,,; .,,,,., ;,, ,.,, ,. . „. ,, ; ., .,,,,. ,. ,; ,,,. ., ,,., .,, ,.,, ,. ;,,,. .,,,,., ,�-2 .*. ..._...._...._...._...._...._ ....... .. ,.. ,. .... ....... ......... ... ..... ......... ,.9A0 5 OOaQ ; ,. ;, . ; . ;,., ; . ;,. . =32.58>....'....'....'....'....`....` €TRAIL- .... .... .... .... .... .... .... .... .... .... .... .... .... .. .... .... .... .... .... .... .................................. ................................... .060......._...._...._...._...._...._.... ii.5.f10.-....-....-....-....-.... ...._...._...._...._.. .._...._...._...._.... ...._... .. ... .... - ., . ..,,,,' ., ,,.,.......................'_ ., .,,,,. ,. ,'_.................................................'_,,. 94D sv_ na .,, ,., .' . „. ,. ., „., ., .,,,, 934.90 j ., ...... . , ., . ,,. ...... . o. ... ,. . 940„ . ,., ., 930 . ......... „. ........... ...... ., ,.,,,, v„ �,,,, i .,, q,,, o . q ,. ,, . , . o,., o . ..., ,.930 . ., ....... ....... ... .. ,.. ,. .... ....... ........ ,,. ..... ....... ., ........................... ;0.0x .._...._...._...._...._...._...._...._...._...._..._. __...._... ..._...._...._...._...._...._...._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .93D ....... ..... ,. ...... .................. ................................................ ........ .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........... ........ ....... ..... ........., ,. .... . . . . . . . . . . . ,...................... ...... . „. ......... .. . . ., .., ,,, ,, ,, , ,,, ,,,,,,, .... . ., ......... _ ,,,,.....,, ....... ,,, . ., ..,,, ........ ... ..... _ ........, .920 ...92D................................ „,.,,,,. „., ., .,,,, _ ,.920, ...910,. „. ., .. -210„ 1.1 1.91D.....I . ...................................... ...............................................€....................................... €........................€.. ........... €................................................s ...............;........................ €....................................,, s. , ,. 91.0, . ., ,,.. goa..... . ......, , . ,, ,..... . „.. ........ ,. ....... ., ,,. , s . , ,.... . , ,........... ....... ., , » , . ., ....... . ..........,, ,. . ... , ,.' .s, . „. ...... . .....* , . ., ....* . , .*.... ......... ., -..1 900 „ 70 60 50 40 -50 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 NU. uH cr Unn—1.11rvc uesign cy: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY O F H U G O , M I N N E S OTA SHEET �V TJS DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL HARDWOOD CREEK TRAIL XZ Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TJS I^ I imEUGO OF °� Checked By \ ^ / C y ACJ PE V \V/ J III►►►���///))) � CROSS SECTIONS X8 Approved By: DATE imsnma LICENSE NO. gUg H U G O, M I N N ES OTA SHEETS a 0 v d' Or, 0 O\ 0 O - . - - .40. . . .00. . . . .0. . . . . . .RO. . . .to. . . . 9. . . .to. . . .RO. . . .10. . . .40. . . .50. . . .§0. . . .�0. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . € . . . - - - . .0. . . .§0. . . .%O. . . . .0. . . .�. .�. . . 1). . . .tO. . . .RO. . . .40. . . .�0. . TO - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - .,.9w.., . ........ ..... ... .......... .. ...... „....... . .......... ....... .. .......... ...... .... ....... „.......... ........................... .......... ,.950„ ...950.. . ......... ...... .„. ........... ... ....., ......... . ........... ...... .. ......... ........... ....... ............. ......... ... ...... .......... .,.950„. ....:....:....:....:....:....:....€TRAIL-'....=....'....'....'....'....'....'....'....'....'....=....=....=....=....:t - - - - _ ..=....=....=....=....I....° - - - - RAID - - - - - - ..,,94D......: . .�....�.....A........ - ........A.......................a...... ........A .............A.................s........................ - -- - - - E4 .... .......A.. .--I......I.......:.. .......€. ....... ..F...... ........ A.....................1--.940„. i 50.Q0 - - - - - -- € l...,940..,,,n..... - ......... a........................S ......... .. a....... .......: ......... .. A.............. .A....................... - -- - - - -19•omm .. -. �.........'.......3.........:.......:.......... ..A..............A...........,:...i..,,.940„ - - - - _ _ ............................R. .. ... =olox. .._...._...._...._ '..._...._...._...._...._...._...._...._...._.. ............. _ ... ... ... ... .... 0l0tL .._...._...._...._...._...._...._ ... ... ... .... 93D,.,,,, .., . ., .......... .., . ..... ,. 930„ . §., .... 931a ..... . ........ „ ...... . „......, ....... ,..:....... ., .....:......... .. ,,,. ....... — .... . 930„ ...92D.., ' . ., ...... ...,..I',,.,.,,.,....... ,. .. ., .... „ ....... . .......... ....—.--.,.I....--.— ........ ...... .... .. ,.. ,. „ ..:....... ' ..... ... . .... .......... .. 920„ . ' ... S20 .. ' . ......... ' ...... . „ . ., ......... ... ., ..., ' ....... ,. . ........... ...... ., ., ....... ........... .. ,.. ,.: ....1 ..' ..... ' ......... ... ...... - ......... - ...920 „ 91D,.,,,, . .. ,,.... :. :, . :., :., :. :,., :. . ........ ...... ...................... ....... .......... . .......... ............ ............ ...... .... ....... „........... ........ ... ...... ° ......... ,. 910 .:., 910 ... ,,, ...A .:.... .. .,,,,., ,.,, ,. . „. ., .,,,,. ,. ., ,,., .,, ,.,, ,. .,,,,., ,,,. ., ,,,,. .,, ,,, . ., ,.,,, .,,,,. ,,. ,.,, .,,,,., .. . ,.910„ 9OD,.,,,, . ........ Z....... ......z ........... ,s7,,,... ....... .......... . .......... ....... .. .......... ...... .... ....... „.......... ....... ... ...... .......... ° ,. :,,. ; . .:,. :., :,. 0., 0. :,., �. 900 ... .:., 900 .. .,,,,.,........................., ,,.,.........................,,,,., ,,,. ., ,,,,. .,,.........................,,,,. ,,. ,.,, .,,,,., ., ,.900 „ ,,,ps 95D,.,,,, . ........ . . . . .,,. .. .., . .., .,. ., .,., . . ....... ...... ............�...... ....... .......... . .......... ....... .. .......... ...... .... ....... „.......... ....... ... ...... ......... 950 .... 250 . ......... ...... .„. ........... ... ....., ......... . ........... ...... ., ......... ........... ....... ......, ..... ......... ... ...... .......... .,.950„ .................................. TRAIL. =...._...._...._...._...._...._...._...._...._...._...._...._...._...._.... IL . ._...._...._...._ TRAIL ... 94D,.,,,,. _ _ .._ .._ .._ .._.... ..1 a................. a ...... ; . ..., .. ., o,. , . •. ............................. I ,.w'.0 . , . o. ;. :. .. o. ;. 940 _ :. . 240 _...._...._...._...._...._...._.... . —. .., . ., o . . . ..._...._...._...._...._...._...._ . , . ... .9A0 „. I®•50.- a. :. .... ........................... .... .... .... .... .... .... _... 952:78 .... .... .... .... .... .... .... .._...._....-...._...._....-...._...._...._....-...._...._...._...._...._.... .... .... .... .... .... .... .... ... .... .... .... .... .... .... 931l80...._...._...._...._....-...._ . - ., m..,,,, . ., ...... a .... ,. . .... ., ................. ., ..... — .......... . _ ...... ....... .. .......... . ...... .... . ....... „..... ..... _ ....... ... ..... _ .......... .. :., :. :,., :. 930 _ ... . 930 .. _ .,,,,., = _ _ - _ ......................._ .......... _ . —00„ 92D,.,,,, .,,,., . ....... ...... .................. ....... .......... ... .......... ....... .. ......................................... „.......... ....... ... ...... .......... .. :,,. 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" . . o. .. 930 ;. . 930 ...... - - - - . . v .. ,.930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .92D ....... ........ ....... ...... .................. .......................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . „......... ....... ... ...... ° ......... .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ........ .... ,. . „. ., ...... ,. . , . ., ..., - .... ,. . . . ....... ...... ., . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ....... ..... , . ... . ,. ,. .... ., ..... ...... , . - ..... _ ......... .920 91D,., . ........ ..... ... .......... .. ...... „....... . .......... ....... .. .......... ...... .... ....... „......... ....... ... ...... _ ,.91,0, ..910,. ° . .,,,,., . „. _ .,,,,.... -210„ 1.1 1.900.....1 . 1..., .1.....,.,, ...I..,.,,.., ...1........ .. s,,,... 1....I- .,, ,...... . , ...., ........ 1.......1- 1...... ., ......... € ........ ......... . , 1.1- . s .............. ,€. ....... ., €, 1- . , ,.,, ,. ............,, s. , ,. 900„ . €., ,,.. 900 ...... . ......, , . ,, ..... .. . „.. ........ ,. ....... ., ,,. , s . , ,.... . .,...''.,..''.I ......... , ....... ., , » , . ., ....... . ....... ....,, ,. . ... , ,....5.. „. ...... . ........ -1... , . , ,... , . , ....... ...,,-........ 900 „ 70 60 50 40 -50 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 NU. uH cr Unn—1.11rvc uesign cy: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY O F H U G O , M I N N E S OTA SHEET �V TJS DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL � HARDWOOD CREEK TRAIL X Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 5 TJS I^HUGO OF °� Checked By: \ ^ / C y I tACJ PE V \V/ J III►►►���///))) CROSS SECTIONS X8 Approved By: DATE imsnma LICENSE NO. gMg H U G O, M I N N ES OTA SHEETS V. . . . ttu. . . . w. . . . IN .lu. . . . 415. . . . 07. . . - - - - - - - . A . . . . ku. . . . W. . . .lo. . . . 10. . . . qo. . . . Eta. . . . W. - - - - - - - - . . . - W. . . . W. . . . w. . . . Ito. . . .lu. . . . W. . . . 07. . . . A . . . . 07. . . . AN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . ... look . . . . . . . . - - . . . . . . . . . . . . - . . . . . . - - . . . . . . - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - A. - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . .... iRA . .9o...a....u. ..a... o.. o _ .9A0 „a.. _ _ _ max ............a....................... ., .,,,,. ,. ,a.... ., ,,., .,, ,.,,,,. ., 93 ,. „. , . , ..... 930 „ !::A::A .... .... .... i2b„ ,., pd . ......, .............,, 900 TRAIL IL. .............................. 93D,.,,,,: ., ,,., ,.,, O.OiC :.,,,,. .,,,,.,:,. ,. ,. ......., ., .,,,,. ,:. .,,, . ., :,., ,,. ,.,, ,... 93 0 ,. „. -,,. ,.,, - .,,,,., ., 930 „ - - - - - - - . . . . . . . ....................................................................................................................................................... . . . . . . . - - - - - - - ....................................................................................................................................................... - - - - - - - - . . . . . . . . - - - - - - - - . . . . . . . . 920„...,,,.,920,.,,, - . - . . _ - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - . . . . . . . - - - - - - - ,, I LI L1 ,,., e, . . . . . . . . - - - - - - - - . - . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - . 910 It ..................... 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IL ............ .,,,,., .......... ... ,. „ ,.,,,,. „., ., .,,,, s30„ 930 ,. „. ..... 930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . _ . , .,,,,., ,,,. , ,. ., , ., ,.,,,,. , „., ., .,,,, .,,, . , . ,,. . , ,.,, , 91,0„ 910 ,. „. , . ., ,.,,, , .,,,,. , . .,,.,,,,. ,. ,�,,,., . .,,,. — .,,,.,,,,. ., .�,,. ,. ,.,,,,., ,.€.,,,.,,. .,,.,€,. ., ,.,,,,., .€.,,,,. ,. .,,,,., ,. .,,.,,. . s.,,,., ., .,,,,.,€. .,,,. ,. .,€,.,,,. .,,.,,,. . ,.,,,,., ., .,,s.,,.900„. .,,,.,900,.,,, .,,,,—€„,— .„.,,€ .,,.,,,,. ,. s,— . .,,,. ,s .,,., ,. ,,. ,. ,.,,,,., , .,—. .,— ., ,.,,,,. .,,,,. ,. ,.,,,. ., . — s— ,. ,,. .,,,,. ,. ., 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 rvu. uHit nx unn ntviaiurva u gncy: IHEREBY CERTIFY THAT THIS PLAN WAS PRE=BEYMEORUNDERMY CITY OF HUGO, MINNESOTA SHEET �V TJS DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL HARDWOOD CREEK TRAIL XGV Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TJS b 1HUGO °FChecked By: \ ^ / C ACJ pE V \V/ J � CROSS SECTIONS X8 Approved By: DATE: imsnma LICENSENO. x.:x H U G O, M I N N ES OTA SHEETS 7,0 . . . . 40. . . . 40. . . . ,0. . . .140. . . . 2p . . . - - - - - - - - - - - - . 1p . . . . Q . . . . 1p . . . . 2p . . . . l0. . . . 40. . . . 40. . . . 40. . . . 0. - - - - - - - - - - - - - - - - - - € . . . - - . ?0. . . . 40. . . . q0. . . . �0. . . . lo . . . . 40. . . . 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WW I - —1 ntv1—N u gncy: IHEREBY CERTIFY THAT THIS PLAN WAS PREPARED BYMEORUNDERMY CITY OF HUGO, MINNESOTA SHEET �V TJS DIRECTENGINE RUND UNDER LAWS D THAT I AMA THE STATE FMINSESOTA SSIONAL HARDWOOD CREEK TRAIL X7 Plan 8y: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TJS b 421HUGO °F CheckedBy: \ ^ / C ACJ pE V \V/ J CROSS SECTIONS X8 Approved By: DATE: imsnma LICENSE N0. x.:x H U G O, M I N N ES OTA SHEETS 1. ..I... —Ill ...... A1111.1111-1.... 1. 1.I I IA. I .... ..I' .,..,...All--......111 111.a....1.11.1111-1....1.1.A11...I.......I I I1.1.I.A... 11.1.11.1....... 11—A11.1.... 1.I..I I I I..1.1.4.1.I I I I..II....... 1.I1.IA,I...... 11.1.111....... A..I 111.1. I.—I..,II1.IAI.... I..''..''...... e1.I I I I .... -1.1.I I I I..Ie... I... --.... I..,IA.I1.I....... 1''..''... A.1.I..,II1.I..I.-1.I I It..I.... I... --..... Al I I1.I I I I....... 1.1.1114...... —1111.1-1.1... II I I..1.I...... III..I Ira ..... 1.11.1111-1.... 1.1A1111... I.... ---A .... 11.1.11.1....... 11.4111.1.... 1.I1.I I I I..1.141.—III..11....... I I I.AII...... 11.1.11.1...... A I..I 111.1. I.—I..,I1I.A..... 1.11''..''....... IA,1.1.II...... I1.1.I I I I..A... I... --.... —A--....... 1''..''... ..---.... I--, - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . 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Y........................................... ........€....................................... € ...... g 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 Z NO. DATE BY CHK REVISIONS Design By: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY CITY O F H U G O , M I N N E S OTA SHEET TJS DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL HARDWOOD CREEK TRAIL X Plan By: ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.19 8 TJS bI HUGO °F°1 Checked By: \ ^ / C ACJ pE V \V/ J � CROSS SECTIONS X8 Approved By: DATE: 10/3/2019 LICENSE NO. gMg H U G O, M I N N E S OTA SHEETS