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A WW . . SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS O O O
<br />�5. E,I.,.G- �- Irk 1/2"R. •�"`C \ / Y 0t��
<br />\\
<br />` '' WALK 1. RIBBON CURB OR CURB CUT, SEE SEE GRADING PLAN FOR DEPTH � H R
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<br />F Y^ 2X �Y'''r' ..:`^-. 4 I ' S. WALKABLE INSET A EXISTING SITE AND GRADING PLANS PLANT MATERIAL, SEE LANDSCAPE PLAN
<br />S STRdiGHT FOAMS O9 * "' VARIABLE \ _ O p
<br />MAY BE USED Oj � MRM. - _„ � „C]C4{7 H ICOR[ � � $[[WALK
<br />O O aft 3.. WALK F L y • < 6.1 v CURB INTLRSECTION � ATO T GRASS PRE-TREATMENT STRIP OR NON -WOVEN GEOTEXTILE (MnDOT 3733, TYPE Civil Engineering Surveying Landscape Architecture
<br />R,RE FLARE 4 `' 8% 10X FLARE ._ I- r PEDESTRIAN PATH I PRE-TREATMENT STRUCTURE, SEE
<br />BACK DF CU RW f-�',.y„% - 2 -- - 'OF TRAVEL LANDING RAMP) cT 6 1 - HIGH FLOW RATE AROUND GRAVEL 4931 W. 35th Street, Suite 200
<br />FLOx LINE ~ °�� O "'_1EA15TM O I UTILITY AND LANDSCAPE PLANS BLANKET - EXTENDING 1.5' FROM St. Louis Park, MN 55416
<br />O' D„ D- O' V CURB ADJACLNI IU LANDSCAPE 1
<br />FRONT OF CUTTER © NON-WALKARL[ - BUILDING
<br />A 6 F OR WALKABLE 2z OIAGONAL CLIRR WIT NIN SIDFWAI K I NITS Ex15r1H0, S RAMP LEI' NGTH-� I
<br />-� I__-_-_-_- UNDERDRAIN PIPE SIDES
<br />D• w,Lx 3 civilsitegroup.com 612-615-0060
<br />PERPENDICULAR MAH. $"ALL °NL1 BE USED AFTER ALL - UNDERDRAIN GRAVEL BLANKET 1-1.5"
<br />FAN® P OTHER CURB RAMP TYPES HAVE BEEN -':•�;;' 1„
<br />A EVALUAIED AND DEEMED IMPRAC71CAL I - ` � `"'�'^xF;,yRIE-T
<br />VARIABLE. A 3X:1 L MA .
<br />OO NOTES: DX-'°% "ARE--'E%15T�NG - -- DOUBLE WASHED STONE (NON LIMESTONE
<br />WALK-.-.--�^- 1!T"n,LAn01HGS SHALL BE 4OCATm ANTWHERC THE PEOGSTRIpN ACCESS RGNTE )PARI EHgNGES_ _ -� F OR CONCRETE MATERIAL).
<br />O�, DIRECTION, ATTILETOP OF RAMPS THAT NAVE RUIxIWG SLOP{5 GREATER T"AN S.O A, \ yyry�, r l"R• 6"© 3" I AND IF THE APPROACHING BALK IS INVERSE GRADE GREATER THAN 2%. - M•�'�ry �,d VARIABLE JIJ [krT1Al [IRR RAa1P I AMT)ING% SHAI I RF rf %1AHntrn WITHIN SA"rAOM 1"r RACK1. / HEIGHT `%. ']
<br />Of CURB, WITH 6- ROM THE BACK OF CURB BEING THE PREFERRED DIST ANCE, ONLY •, R C I
<br />NON -WALKABLE OR S NON -WALKABLE OR APPL]CABLE MEN THE LkLT1AL RAMP RUNNING SLOPE IS OVER 5.9%. t `p V CURET ADJACENT TQ RU[LQING •�
<br />WALKABLE SURFp[E I�Q WALKABLE SURFACE - 6"m w
<br />��� W CqJ 5LCOFAARY CURB RAMP LANUING5 ARE REQUIRED FOR EVENT 3°" °F VERTICAL M15L L OR BARRIER r - Y • ` - ` - - ^ - - - - _
<br />FLARE FLARE
<br />WHEN THE LONCITUDInAI RVnxIxC SLOPE rS OfEATER THAN S.OY„ '* \� .' 2 I -I I I -I I I -I I I -I I I. _
<br />CONTRACTION JOINTS SMALL fE [IXSTRIA; TED ALONG ALL GRADE BREAMS WITHIN THE PAR. li4" SEEP
<br />© VT UAL J01NT5 SHILL BE USED dT THE TOPS OF CONCRETE FLARES E ATH TO WALKdBLE SURFdCES °`� °• -1 I 1 I T-_ -I I I -I I I I I -_-I I I I I
<br />Q Q 0" O" © © CONCRETE CURB DESIGN Y MI
<br />I I. I- I I II _
<br />p u.L GRAOF BREAKS WITHIN THF. PAR SHALL BF PFRPF.NO I[l1LAP TO THE PATH OF TRAVELUSBOTH V [DRB ADJACENT TO LANDSCAPE I ISH ,-sz I
<br />SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. fEKCEP7 AS STATED IN BELOW. O AR. _ I _
<br />A T 4 CURB OUTSIDE SIDEWALK LIMITS CURB HEIGHT CURB IIDTN
<br />TIERED PERPENDICULAR I properties
<br />TO ENSURE INITIAL RAMPS AND INITIALU0S LANDING$ ARE PROPERLY CONSTRUCTED. ON SHEET
<br />i I - I_
<br />111 SHALL BE U57 SEPARATELY,FOLLON SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND N W SEMI -DIRECTIONAL RAMP 73,4,91 1 -I I I -I I- I I I -I I I -I I I -I
<br />T A P • PR - PR T F WORK I Af
<br />iii ME DA 5 ECl L PROVISIONS OSECU ]ON 0 0 AD -
<br />�R„ 4., 3'DOME SETBACK, 4'LONG RAMP AND - _
<br />G 7 MODIFIED FAN 0 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. PUSH BUTTON S' FROM THE BACK OF CURB 'I -
<br />z6" 6"
<br />UNDISTURBED UNCOMPACTED I I -I I I- I -I I I -I I I -I I I-
<br />USED WHEN RICHT-OF-NAY WHEN TIE BOULEVARD IS A•WIDE oR LESS. TRE TOP CVA6 TAP SNAIL MATCH INC Roup PRIMAR ICY USED FOR APS APPLICATIONS ' -I ..! . `:' -
<br />° IS CONSTRAINED SLOPES r0 REDUCE LEGATIVE BOULEVARD SLOPES FRON THE TOP BACK OF CURB TO THE PAR. WIHFRE THE PAR DOES NOT CONTINUE PAST I G•O - ," ;24. -I
<br />s 70'MF
<br />THE PUSH BUTTON (DEAD-END SIDEWALK) - - - - - IVARJ- - - - - - INSITU SOIL I I -I ----/!�EY� -/^� ALL RAMP TYPES SHOULD NAVE A MINIMAL 3' LONG RAMP LENGTH_V//AST- __Q 4' MINIUILU •[DTH BF DETECTAULL WARN % IS RLWIRLD FOR ALL KAMP5. DETECTABLE WARNIMCs INSET ASHALL CONTINUOUSLY EXTEND FAVIM. OF 24" IN THE PATH OF TRA'JEL.GETECTABLE 4'MIN. aM,N• -
<br />NARNFNO TO LOVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF LANCING ,TRANSITION PANEL 0� I I -,'''', --
<br />V,EjL•DING NET LESS EROSION BLANKET IN BOTTOM OF -IIIIII- - _ =I I I=I11-11 I -I THE WALK. DELECTABLE wARNLNG SHOULD BE 6' LESS THAN THE PAR/TRAIL WIDTH, ARC nlSrakCF FRnu APS WPI IJ&ELK DISTANCE FROM APS PUSH NOTES:
<br />LtNwln a RADIAL utltcl ABEL wannlNUS 5NA7uty NUI tl1 GlaaTtn Tnpn 3u rtt T. B BUTTON TO EDGED $IO, 5 BUTTON TO EDGE OF $IDEWAtK
<br />Oj 1 I
<br />O" O" © 6" WIDE ENLIST NOT EXCEED EEO !O FNCHES E' 110E 1 mi ExUEU IU INA,ES . JA ENT T FLARE K IN A-IR'L CONCRETE FLARE THATPED[ 15 AN PATH "NEN THE FLARE 15 BASIN. SLIT BLANKET TO ALLOW PLANT-Ij�Ij�IL�-I .
<br />C I (] RECTANGULAR OE7ECTABIE WARNING$ SHALL BE SETBACK 3" FROM TME BACK OF CURB. RADIAL Y -CURB I Y-CITffi A ADJACENT TO A WALKABLE SURFACE. OR WHEN THE PEDESTRIAN PATH OF TRAVEL OFA -I I I -I I I I I -I I I -I I I -_-I I I- -I 11- I L L E P
<br />-
<br />4 LIEILC1AtlLt wAHEIGHT CUR& tlE SLItlALK J' MINIMUM iU b" MRN1M'JM Frrt1M THE WALK VF CUHtl, P115H BUTTON TRAVERSES THE FLAgE. PERFORATED UNDERDRAIN OUTLET PIPE
<br />PARALLEL PATCH FULL HEIGHT CURB' ALL NRB BUTTON, TRAVERSES
<br />DN JOINTS SHALL MATCH CONCRETE WALK JOINTS. MATERIAL SURFACE IF PLUG PLANTING IS TO I
<br />O OI, O,'IBN]WAA DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. �__
<br />Ea? 6. „I, 6' NIDE WHERE R1GNT-OF-wAY ALLOWS, USE OF V CURB SHOULD BC NINIMI2EO.GRAII]NG ADJACENT BE USED I -I I I III -III -III -I III -I1 3" 3 3^ MICH CURB REN US1NC R 3'LONC RAMP,," HIGH CURB WHEN USING A 9'LONC RAMP. Y -CURB Y -CURB TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. SEE GRADING AND LANDSCAPE 1 =I = _ = I I- 6" DIAMETER RIGID, PERFORRATED PVC.
<br />YAR. 4'0"YIN• O4 SEE SCE7 A aF 6. TYPICAL SIDE TREATMENT OPTIONS.rDR DETAILS ON FLARES , STAIJON°TPOLE I ,B^ wIGE RY IB• LDNc, V CURB SHALL BE PLACED OUT5I0E THE SIOEwALK LIMITS WHEN RIGHT OF WAY ALLOWS. PLANS I I I- I I SEE UTILITY PLAN
<br />CURB OR A REWIRED LANDING f+
<br />CURB AND GVTT/7///7ANO RETURNED ClTtBS, RHEN INITIAL LANDING IS AT FLLL CURB HEIGHT. A YIN. 12' TMICN CONCRETE, V CUPS NEXT r0 BUILDING SHALL BE A 4•' WITH ANO SHALL MATCH PREVIOUS TCP ' I 1- 1 I '
<br />ER -L1 l/4^ R. _ _ _ O (5) DETECTABLE WARNINGS MAY" BE PART OF THE ,' % ,' YIN. LANDING AREA SF ]7 I5 NOT 3°" % 30" SOIIARE MODIFY THE PUSH BUTTON OF SIDEWALK ELEVATIONS. I I I -I
<br />y - - - ` T FEASIBLE 70 SOH$,RUCT THE LINp[MG OUTSIDE OF T}If DETECTABLE WARNIND IREd, 9'' PEDESTAL POLE B PEDESTAL FW,gATIOH PLAN vtEW SIR IBM YO ALLOW A
<br />`,�y4": .,.9_- + �' 9 ILINE IIP CENTER DF POLE HMR,ST RE FLOW WITH SOUARE TRUNCATION.
<br />© THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL EN5URE WITH THL BACK OF V-CJRP) THE SURROUNDING WALK) G) LNU CAPERS Al IRANSJI JUN SLCIIUN )HALL MATLH INPLACi SIUEWRLK GRAGE3. HANSON
<br />- ,�_ • 0.02 FT./FT-YAH. 5 THAT THE GRADE OfSAx 15 PEPP[NDICIAAR TO THE DIRECTION DF TRAVEL. (TYPICAL FOR 0.LLi PLAN VIEW 2 ALL V CURB SHALL MATCH B07TOM OF ADJACENT WALK. INSTALL 40 -MIL IMPERMEABLE LINER OR CLAY LINER
<br />P ,O.OB FT./FT.ALD Or WHEN ADJACENT 70 CRASS, GRADIN[ SHALL ALWAYS BE USED WHEN FEASIBLE, CURB. O MIN. PLANTING MEDIUM DEPTH 24"}
<br />IF USED. SHALL BE PLACED OUTSIDE INE SIOEWALX LIMITS WHEN RIGHT OF WAY ALLOWS. [3) EDGE BETNEEN NEw Y CURB AND IMF -LACE STRUCTURE SHALL BE SEALED AND
<br />CONCRETE 50.003 rT./rl PREFERRED WHEN ADJACENT 10 PARKING LOTS.COMCRETE OR BITUMINOUS TAPERS SHOULD BE USED AP5 PUSH BUTTON BOND BRFAKER S"ALL Bt JSEE) HETWELN GXISTING STRJCTJRL AMU PLAELD Y -CURB, WITH A WELL BLENDED MIXTURE (BY VOLUME): PER RECOMMENDATIONS FROM GEOTECH ENGINEER o r C h I t e c L S
<br />W' OYER Y CUA 10 REDUCE TRIWING HAZRH05 AND FACILITATE 5NON N ICE REMOVAL (SADDLE
<br />SPACERS
<br />)SADDLE ADAPTORS) OTHEPER HAM. RATE OF CROSS SLOPE TRANSITIONING IS )'LINEAR FOOT OF 'OR THE
<br />D BELOW POND DUE TO MINIMAL SEPARATION FROM
<br />SECTION A -A B A T'M[N TDP RADIUS GRADE BREAM REWIRED TO UL {MMSTRUCTIBLE. PER HALF PERCENT CROSS SLOPE. WHEN PAR INK l5 CREATE„ THAN 17 OR THE 70 /o HOMOGENOUS CONSTRUCTION SAND
<br />PFRPFND r[II AR/TIFRFR/117ArA1NAI - y RAYL FULL "ALK MUNI APS PUSH BUTTON
<br />BLINDING SI-OPC IS CHEATER THAN 5X, DOUBLE THE CALCULATE° iRdN51710N LENGTH.
<br />'T $" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN ocean%F nf%PToR[, OiRE lTTllp"NE Fll"LL[llRBLHEIGN7'�fTYPIrdLESELT[ON1.TC RANP,Oft IF NEEDEO,LANOrNc ° GROUNDWATER
<br />CURD OR © eYALDA]ED AND DEEMED IMPRACTICAL, 30 �o ORGANIC COMPOST
<br />CURB AMD GOITER YAR, A'o"MIN. y (DARE
<br />CROSS SLOPE GREATER THAN 2.0%.
<br />ITzdi off LANUJNC I LECEND
<br />r/4' R, IR•� WIDE CONCRETE t0 LEGEND
<br />TIE LONG rU0 N 5 OPE RANGES SHALL B THE STARTING POINT. IF T
<br />- - - - - �$�� 5C i T AL L C 5I E 6" WIDE MATCH HEIGHT OF
<br />CONDITIONS ]ONS NAIRRANT. LONGllllp[F1dL SLOPES lA TO 0.3% OP FLATTER ARE ALLOWED. V - CURB ADJAEENT 6" WIDE Y{IRB TN(SL I ONf.IYI RINAI SI MT RANfJ'S SNAIL RF INF iTARTING POINT. IF Slif
<br />_' •-. : - - ' ° • ° CONDITIGNS WARRANT, LONGITUDINAL SLOPES IIP TO B.3Y. OR FLATTER ARE ALLOWED. TYPICAL SECTION VIEW
<br />• 0.02 F7./FT. MAX. • UDSCATES PEDESTRIAN RAMP (LOPE $HALL BE BEIWEEN
<br />+ t T 5,0% MINIMUM AND &3Y. MAXIMUM IN THE DIRECTION SHOWN �S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
<br />6• T AND THE CROSS SLOPE SHALL „OT EXCEED 1M.., f 5.0% MINIMUM AND LYX MAXIMUM IN THE DIRECTION SHOWN
<br />CdKRETE ?0.02 FT /FT. ALD V TOP VF WALK AND THE CROSS SLOPE SHALL NOT CxCEED 2.a%"
<br />WALK 50.05 fT./Ff PREFERRED {T] INDICATES PEDESTRIAN RAMP -SLOPE SHALL BE GREATER q•
<br />A' { AND ORO$$ SLOP THAN 2.CTA AND SHALL SHALL NOIRAN T°X IN ExCEED"L2.0X`RLCT[ON SHOWN I5„ ® 2.0 1NG SLOPELIN ALL DIRECTIO'N$. LANDING SHALL BE WIDTH OFD MAX
<br />INCOMING PARS.
<br />SECTION B -B 4'D MIN, o JN- CONSTRUCTION SEQUENCING
<br />FAN REDVLREO LANDING 2o% SG AREA -,'% A'MIH.IS'M 5- MIN. PREFERREW OIMENSIDNS AND MAX © LAMP TO W1 PANESTIN 10 LK USED FOR IHANS111 OF
<br />THE ION SHOULD OF A ,
<br />1/4• R.
<br />® 2.OX ROPE IN ALL D]RECT[ONS. LANDING SHALL BE FULL WrUTII OF INCOMING PARS, RAMP TO THC EXISTING WALT[ CROSS SLOPE. ROTC OF TRANSITION SHOULD >3C 0.5%
<br />- - i - - - -- - - DEPRESSED CORNER X- CURB HEIGHT SECTION B -B SECTION A -A PER 1 LINEAR FOOT OF WALK. SEE THIS SWEET FOR ADDITIONAL INFORMATION_
<br />' • ' •' ° ,. • - ° +,�Wn,T� "E�� SIGNAL PEDESTAL & PUSH BUTTON fV-CURB) PUSH BUTTON STATION IV -CURB) .AWW„Wd� REa
<br />REVISIMA COMB OR 5" PEDESTRIAN CURB RAMP DETAILS RFVISICNe s PEDIS IRIAN CURB RAMP LLTAILs 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL
<br />ECRB 'NO WIIEH CONCRETE B.BZ FT./TT.MAx. //1 ,,/.,' EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR PRACTICES.
<br />APPR YEDs JANUARY 23.2017 WALK . /I p(I,q - .... APPR VEDs JANUARY 23° P017 a - .ApgpyCO,
<br />3 iii } vIR
<br />_, secTloN c -C '1A 0 n F n n � � � ,, -W 1-23-2017 STANDARD PL f�N 5-29?.250 5 OF 6 ENTERING THE PRACTICE DURING CONSTRUCTION. 10. PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.
<br />___ -- Wu.,ae ocNiar YAHALLtL/UEPHLSStU CUHNtK ♦rNTW` sIAT[G[sIRN [x61NIu 1-23-2017 5�r5NLJ!\RD PL/1N 5-L97.250 1 �r 6 '-may-'r.'--- *�+ `
<br />SIAIC DCSILN CHG]NEER
<br />2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE
<br />PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. Cn
<br />__ PLACE DETECTABLE 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL
<br />\ -_x FAfF OF fJ DER/P3EO.IFf TEO WARNINGS ENTIRE INSET 0. BK�7 A INSET A
<br />\ _ TACE OF CURB WALK/PATH wlvrN FRONT OF GUTTER
<br />LANDIrM,: BqC MATCH INPLRCE , q, 7 FRONT OF ODT,LR FROM, OF Ol1TTER _ PRACTICES.
<br />_- C C)0 BACK OF CURB/ Bl[A Or CLRR/ BALK OF CIRR/
<br />or CURB HErGHT MAILK JNPLALL H aESECTABLE 1/9 FLOW LINE EDGE OF WALK qQ OT FLOW LBIE EDGE OF WALK 00 FLOW. LINE EDGE OF WALK
<br />WALKAFI ,QUEM[XEE1k1
<br />RAup WF�I ARF[ \= - -- _ _ _ _ _ _ _ _`xf \ 1 WARNING$ ......, =,5 ` . '/+- 2 3, 4 0 1'" 3X � o ',: E,_11111111111111111111111
<br />• � I = 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER GENERAL NOTES
<br />WALKABLE MLKABLF F R \�r�� \- - - - -' lLC - J ,;7, 7" J!,• ,- •', ° --A �`-- R' M/," 7_ .� , ', - I/+" , o•. ;.�: OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.
<br />VIWFd[f M(t ""FACE ��= I % \ B 3AI,r,�p 1 �® l"J '` n °• I • ' " ° sVv�` _ p 1 6"Z
<br />RL 1 ,, .. H 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR
<br />GD)��� �b - "Ega;LST i_ 24" 2 2 B -1z" ° I 2,• ° e-12 OPTIONAL SILL cuRe WHEN SIDEWALK TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE
<br />2 I Z F4AER CL1�4 P{p , 4-0. ," �" •• sRu°RFACC • ^ -' .. , I PERPENDICULAR I °NDN PERPENDICULAR • °� G r IS AT HACK OF CURB
<br />Uj
<br />PAVED FLARES plEASUREo AT FRONT FACE4OFPCURBNRE°� D FOR CURB MACHINE PLACEMENT AROUND RADIUS (3� CONCRETE SILL TO BE USED ONLY WHr'I OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION.
<br />ADJACENT TO WALKABLE SURFACE FOR A UIM-6" LENGTH (MEASURED ALOMG FLOW LINE) , ° r {REGARDLESS OF RAMP TYPE) SPECIFIED IN TC PLAIT.
<br />PEDESTRIAN ACCESS ROUTE [DRB & GUTTER DETAIL CLOGGING. N
<br />DETECTABLE EDGE WITW QK INSET B lu++P
<br />CURB ANp DurTL1� MILL VERTICAL SAxCuT BIT. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING
<br />LANDING , Ofi Lp P,°EYE"' C]s.t� 7. PLANT ALL AREAS AFTER DISTURBANCE. LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT L2 �
<br />PGE°ATE ARUM LOGE 2" B,TUMINOIiS EXISTING BIT. REMOVE & REPLACE
<br />ExISN WG Bll, ' ^
<br />rAfIN-WALRAII6E EDGE OF I - 3 I/4•' MIN TO PAVEMENT III A PATCH PAVEMENT BIr.PAVEMENT g. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF COMPACTION OF UNDERLYING SOILS. L J
<br />NON -WALKABLE RAMP ROAD ^ ' I'2': MA%. _
<br />SURFACE SURFACE RAILROAD `f J 6" CONCRETE WALK O • .....".1.. 0 8 d d 0�'�A ,
<br />GATE ARM API r CONTRIBUTING DRAINAGE AREA. z
<br />U6 H6, I
<br />CONCRETE m CONCRETE 7 8 - 2
<br />FLARE FLARE I PROJECTED tlACA DF GlWltl! •:° 11... .-'° . rr°, ° ° °• 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH
<br />1'YIMIYW 6 ,.5' 4.75'
<br />7 r- - FLOW LINE EDGE OF WALK
<br />3 B.TS' FRONT gpFTGUTTER J " O 21�~� •:.A- 2}9.
<br />2 I -4-I F^C}-I _ r r- oo , MAX (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. LO W
<br />1/9' A e SAWCUT
<br />PAVED FLARES G R RAILROAD CROSSING . SAWCUT 1517_ VARIABLE DEPTH [ON[RCTr PAVFUFNT
<br />AC1,IAf,EN1 TO NON-WALKABLESURF1Cf _ PLAN VIEW PAVEMENT LOHGRETAIN ExISTING BIO -FILTRATION BASIN (RAIN GARDEN - TYP.) Q 2
<br />EDGE OF a ° INSET A EXISTING B17. J
<br />T ' ROAD ° " A PAVEMENT 2" B1T,PA7CH CONCRETE PAVEMENT 4
<br />NOTESc '• a°- ° Q k Q
<br />'•'••••! SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WANING. L 2q. 8-12" ^ O
<br />RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS OEFINED AS A PAYED SURFACE ADJACENT 10 A CURB RAMP WITHOUT " - Rr' O
<br />LANDING RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO M VISUALLY IMPAIRED. ' I 'A a -A °, a o • a o o' o e t I M H 1
<br />OFTFCTARI F FQGF WITHOUT CLIRR ANO GUTTFR CONCRE7E FLARE LENGTHS ADJACENT 10 NON -WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG NStI B V I Y/2 fI'' LL�J
<br />�!�MEASUNEU ALONG THE RAMPS FROM THE BACK Of [DRB. OUTFLOW GLITTER �T + -' ' ` ° p ' ° • ° 4 . �- - V Uj
<br />RAMP l'J 0" CURB HEICH7. Q I �� 4 _ r • °�-�-'may°�` r -,. LL..a
<br />NON•RALKABLE rte/ ', NDN•WALKABLE 7 FLLL CURB "[16X7. 1 1.3 MIN. IAPER 24•M,µ a a . a .
<br />SURFACE SIRIFACE u ONLY ALLOWED PER ENGINEER'5 APPROVAL
<br />i;6 1v61 7 2'rOR 4" HIGH CURB AND I -FOR 6' WITH CURB. US PREFERRED TAPER
<br />GRADED GRADED Q 4 I (UPSTREAM SIDE) < z:O
<br />°FLARE m FLARERADED Q SIDE rRr�,TIEHTs ARE .PPLIcADL{ To ALL RAMI TIRES AND sNwuLp BE /MPLEMEnTED As NEEDED AS FIELD I PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & CUTTER
<br />CONDITIONS DICTATE. THE ENGINEER SMALL OEICRYTN[ THE RAMP STOE TREATMENTS BASED ON MAINTENANCE FOR USE ON CURE RAMP RETROFITS 'fl"%j:.- OF BOTH ROADWAY AND SIDEWALK. ADJACENT PROPERTY CONSIDERATIONS. AND W171CATIMS CONSTRUCTION IMPACTS. 1 -
<br />2 1 r � -i 2 f /'T!/ ",?, y U}\\\}� 9 05 TYPICALLY USED FOR MEDIANS AND ISLANDS. a ' /N
<br />_ i ,.'.I r. - - - - I NOTESr vJ
<br />`r fl.. f•'^ '� ' \ © wHCN NO CONCRETE FLARES ARC PROPOSED, TILE CONCRETE WALK SHALL BE PORMED AND CONSTRUCTED 1
<br />0`�I.�_ •� /I o,;�r% \' PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3^ MAx.6EIWEEN EDGE OF DOMES AND EDGE OF CONCRETE. o I POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PfOfSTRIAN ACCESS ROUTE IPARI ATA 2Y. MAXIMUM.
<br />GRADED FLARES y <'ll�l�1 ,r.,, Q ; I NO PDNDING SHALL TI PRESENT IN THE PAR.
<br />` ` `� ,� T jr NO CIRC ANO GUTTCII IS PLACED IN RUR 0.L HMIMO NS. DET rb-LIS E ATH In S SHALL DC FY L Cir it FROM 1�' ANY VERTICAL LIP THAI OCCURS AT THE FLOW LINE SMALL NOT BE GREATER THAN l/4 [MGH.
<br />/{'s, �� THE Flrt IY R17uu1NIX15 RoIOWAY aN6/0A B11L1MINd15 SHARED -USE PISN 70 PROVIDE VISUAL roNTRdST_
<br />_ TANGENT HOLD T ENGEN 5' ]O FOR USC E. CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR L THE CUTTER
<br />\fix` - 2' OD ALL CDNSTRIlClEO CURDS MIST IMYC A CONTINUOUS OCTCCTADLE EDGE FOR SITE VISUALLY IMPAIRED. � PAST OITf510L ZERO -'---'-' \ ® \_ j �� TNIS S ARE ABL[ EDGE A DEEB ABLE EDGE
<br />WHEN
<br />THE
<br />WHEREVER 7)S W IS ZERO -INCH HICK CURB -CURB I ' FLOW LINE. RAMP TYPES INCLUDE. PF:P MESTLAR. TIERED OF TRAVEL
<br />ASSUMED
<br />N AND DIAGONAL RAMPS.
<br />7` TAPERS ARE CONSIDERED A DETECTABLE EDGE xHEN THE TAPER STARTS WITHIN D" OF THE EDGE OF THE _ Q FOR USE AT CURB RAMPS WHERE tHE PEDESTRIAN'S PATH Of TRAVEL IS ASSUMED NDN 0/
<br />'LANDINGS DETECTABLE WARNINGS AND UJIFOPA4r RISE$ TO A 3 -INCH MINIMUM CURB HEIGHT. 4NY CURB NOT PART PERPENDICULAR TO Tiff GUTTER FLOW LILAC. RAMP TYPES ]NCLUDCI FANS & DEPRESSED CORNERS.
<br />l/2• A. OF A CURB TAPER AND LESS THAN 3 INCHES Ix HEIGHT IS NOT CONSIDERED A DE7EC7a BLE EDGE ANO - I /• 3 W
<br />cup B OCSICN Y -\ V.- CD BEGIN CUTTER SLOPE TRANSITION JO- OF ALL CURB RAMPS.
<br />CURB DESIGN Y 6" ," TNEREFVRC IS NOT COMPLIANT WITH ACCE551BILITY STArDARGS. /
<br />TURF OR ,Q THERE SHALL BE NO VERTICAL D15COfAT ]NUITIES GREATER THAN 1/,". < < �.m _j
<br />SEE PEDESTRIAN SEE PEDESTRIAN CONCRETE TGP DF GUTTER Q OHILL ANO GRWI ] - N0. 4 72" LONG RE[Nf UHCEMENI BAR [EPO%Y C00.TEUi WITH 3" MIN. COYER, - .. -
<br />f[RR BL
<br />IN'ORCCMINT BAIL', Ant NOT WEDGO IF TIE APPROACH NOSG IS Pf"I) ]NTCGRAL WITH TIIC V GURO. / $YALE RAON$ - �,_ 4 ELEVATION CHANGE TARES PLACE rROM THE CxISTING TO NEW FRONT OF CUTTER,
<br />APPROACH NOSE R++P APPROACH NDS[ "A . DESILN V 2' -)'TYPICAL PATCH IS USED TO MATCH THE NEW GUTTFR FACE INTO THE EXISTING ROADWAY,
<br />-k ------/-
<br />DETAIL OEfgll 1 ;, ® URILL AND URWI 2 - M.4 IC' LUN() REINFORCEMENT BARS IEPVXT LOA fEUI W11H 3" Min. I: UYEN. REInFVHCEMENT - 5Q VARIABLE MIDTN FOR DIRECTIONAL [IRB APPLICA-ricm SEE SHEET 2 FOR DIRE[7[ORAL TURF, SLOPE Rrouwwrw,.
<br />NON -WALKABLE NDN -WALKABLE 7" B 0 BARS ARE NOT NCCOEO IF THE APPAOACN NOSE 1S POLACD IWTCCAAL WITH THE CURB AHD CVTTER,
<br />°�° AL. + � 20' MAX. RECOMMENDED ¢ 7 TOP FRONT OF CTITTFA SHALL RE CONSTRUCTED FLtTSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. r^ 0
<br />Uj
<br />SURFACE m SURFACE T ©SLUG INCL ft ilI 6'LO GGI -OWN RN6 w IG CU INITIAL THE I U LS 4LANDINMAIGLT LtYLL WHIR SHL hULI - wW /• O A.W/
<br />70 NOT AFFECT PARKING TOP LS" OF THE GUTTER FACE IA1157 BE A FORMED EDGE. PAR CUTTER SHALL NOT BE OVERLAID.
<br />A HEIGHT CURB U.E. 6REFER RAMP FOR 6" L 2 O MOC NHEN THE INITIAL LANDING IS MORE THAN 1" BELOW O
<br />SECTION A -A FULL TETCHY CURB REFER TO SHEETS 1 5 2 TO MOOFFY THE CURB x[ICHT TAPERS AND MAINTAIN POSITIVE /! o w / ©SIlOR1L0 BE USED AT VERTICALLY CONSTRAINED AREAS WHEN 0.T A DRAINAGE H[GH POINT OR SUPER ELEVATED ROADWAY SEGMENTS.
<br />2 L 2 CURE & 2Q BOLLEYAll OR. 11.
<br />GUTTER / ®NEIRCST EDGE (Ir pETCf,., WARNING SIXRFACES SHALL BE PLAT -EO 121 MINIMUM TO 15'MAX]UI1M FROM THE HOLD TANGENT 5' � H 4 09 DRILL AMC GJ NO. EPDXY-{DATED ]B" LONG TIF BARS AT jp" CENTER TO
<br />2
<br />2' NEAREST RAiL.FOR SKEWED RAILWAYS IN RO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' PAST OUTSIDE ZERO y w LARGE RWows cCHr171 ikro ExISTFrAc cpHORer{ PAVEMENT )'MINIMUM FRAM ALL JOTnrs, � J
<br />TURF OR 6" / MEASURED PERPENDICULAR TO THE NEAREST RAIL. / - ?OL401TYPICAL ® HELPS PROVIDE TWO SEPARATt RAMPS, REDUCLS THE DOME $LTBACK LENGTH AMU MINIMIZE$ PjREC7LjMAL CURB.
<br />RETURNED CURB (D r, 1,3 41 ]APER INIS RADIUS OCSIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. O
<br />CONCRET� TOP OF SIDEWALK / U @ w1.Fk PrOrSIgrm F.ATFS ARF PROVIDED_ RFTFF.TAIU F WARNING, %HWrAC.CS SNAII (DOWNSTREAM SIOEI ��.=LUU ISL
<br />- - - - - BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL. 2, FROM THE Q1 CURB EXTEWSARAI SHOULD L USED In VERTICALLY CONSTRAINED CONSIbtRE0FUSUALLY IA SIN TRS[ TIONS W 3EGM£NTS IS
<br />LI
<br />ON-Sf8EET PARMUS IS AVAILABLE CURB EAS DESMI SHOULD E PUSH
<br />BUTTON
<br />FOR hTI INTERSECTIONS SHE[ WHERE SPACE IS LFMITED.
<br />TYPICAL SIDE TREATMENT OPTIONS OO © H h/] y Q2 y © A APPROACHING SIDE SH THE GATE RRM.THIS CRITERIA N[GOVERNSTOVER NOTE SMALL RAORIS PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN 7HL PUSH BUTTON LOCATION DETAIL SHEET. ♦n
<br />6" I _ ®CRO551 ME SURFACE SHALL EER IS 2'MI. NOS PAST THC OUTSIDE EDGE OF QUALM OR SHARED-u5E PATH. 2'•I0'IYf[CAU ` ®PLACE BOND BREAKER BETWEEN WALK Af10 70P OF SILL. ��Y/
<br />B A„ T @3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2, ON FREE R1GH7 fSLANDS. COMBINED DIRECTIONAL ® ® 1/Y PREFORMED JOINT FILLER PER MN007 SPEC. 3702.
<br />sIDENALK rO BC PLACED &75• MIN. FROIA THE FACE OF CURB/PROJECTED FACE OF CURB. THIS (COMPOUND RADIUS)
<br />SEC7IDN 6-8 ®ENSURES U[N.CLFARANCE BETWEEN THE SIDEWALK AND CATE ARM f.MFNTERWEMHT SILPPDRTS. DIMEMS[ON TO BE SAM[ AS SIDEWALK THILNNE55, 4" MIN.
<br />,�� ADA CURB EXTENSION WITH COMPOUND RADIUS )BUMP 011TI© Cn
<br />PEDESTRIAN APPROACH ♦AI'WIro." "L"""'
<br />`WWub
<br />DIRECTION OF TRAFFIC �
<br />0
<br />REVIS[ONA Nose DETAIL �_ REDESTRIAN CURB RAMP DETAILS REVISION E PEDESTRIAN CURB RAMP pE,IAIl.S
<br />(FDR RETURNED CURB ,,�'" MAIN STREET _ ,,,,��RR'''' I_
<br />LU
<br />APFR YElh JAMFANY T3, Z017 �jI HFI - APPROyEp APPR YEDs JANUARY 23, 2017 S �j/FV) - PpppOYEq
<br />q SIDE TREATMENT) ^
<br />_ WWW ,___ `"'mru+'' STATEOESII;HEkGroEER 1-23-2017 STANDARd PLAN 5-297^250 4 OF 6 '-� 11 �"'.... �'" `�`
<br />rF TW* STATE FE51On ONG11EU 1-23-2017 STANDARD PLAN 5-297,250 3 0 4, U
<br />� w
<br />CI_
<br />NOTFS: \\ 2 PLAN VIEW
<br />LANDINGS SNALL RE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE IPARI CHAKCES \ \ O \ 0 ,K•
<br />DIRECTION. AT IRE TOP OF RAMPS THAT eAYE RUNNING SLOPES GREATER THAN 5.0%. \\\ "TIL I HEREBY CERTIFY THAT THIS PLAN,
<br />WALKABLE AND IF THE APPROACHING WALK IS INVERSE GRADE.
<br />`1} SURFACE INITIAL Cl1Ra RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROU THE BACK \\\ \ 2 SPECIFICATION, OR REPORT WAS
<br />V OF CURB. WITH 6'111M THE 51" 01 CUM$ BEING THE PREFERRED DISTANCE, ONLY \ NON -CONCRETE � KkiSTINC IR' SIDEWALK [MISTING
<br />I APrucAOLE wn5n THE InrnAL RAMP RunnlnG SLOPE Is OVER S,DA, NON -CONCRETE PREPARED BY ME OR UNDER MY DIRECT
<br />\ BOULEVARD BOULEVARD SIDEW,Lx YAH, REPLACEMENT SIDEWALK
<br />5 WHEN CURB RAMP LSLOPE 5 ARE ATERIR[D FDR EVERY 30" OF VERTICAL RISE LAMBING \ SUPERVISION AND THAT I AM A DULY
<br />Q RAMP RHEN THE CURB
<br />SLOPE IS GREATER THAN
<br />B.OY.. \ \ LAX INN �( }�
<br />Q CONTRACTION JOINTS SHALL BE CONSTRUCTEU ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL SD'2 VAX- / LICENSED PROFESSIONAL ENGINEER
<br />2'MAx JOINTS SHALL BE USED AT THE TOP GRADE °PEAR OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES.
<br />® °' m ALL MAUL BREAK$ WITHIN 7HL PAR $WALL Bt PERPENDICULAR To THE PATH OF TRAVLL, \ \ UNDER THE LAWS OF THE STATE OF
<br />B% lO .1 SLOPE THIS BOTH SIDES OF A SLOPEO WALKING SURFACE MUST BE EWAL LENGTH. ` LANDING LANDING
<br />Q IU LN5UML INITIAL XAWP AMU 10111AL tAMpINU$ APL PHUFLHLT 4ON51Myt(LG,LAMDINLS \\ \ V O O 2 SAW CONCRETE $IDEWAL% MINNESOTA.
<br />SHALL BE CAST SEPARATELY. FOLLOW SIOEWALN REINFORCEMENT DETAILS ON SHEET Q AND \ \ j IULL ULPIX INC tX151LNU
<br />TILE AOA SPECIAL PROVISION )PROSECUTION OF WORKS. \ \ \ JOINT Nt CUK LX A I
<br />0" B TOP OF CLMB SHALL MATCH PROPOSED ADJACENT WALK GRAM. \\\ \ \ PROFILE VIEW
<br />1� m0 5 WHEN THE BOULEVARD IS 4'WICE OR LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP \ \
<br />NON -WALKABLE SLOPES 70 REDUCC NEGATIVE BOULEVARO SLOPES PROM THE TOP BACK OP CURB TO THE PAR. \ \ \ \ \ \ � 4 T� T/2
<br />© SURFACE ALL RAMP TTPE5 SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH, \ \ O'NNB��L'� \ Co BETE CONCRETE
<br />�^ ` \ \ \ I \ \ ' BOULEVARD 60ULEVARD
<br />/�
<br />f
<br />SL 4'YININLWF WIDTH OF DETECTABLE WARNING IS REWIRED FOR ALL RAMPS. DETECTABLE WARNINGS
<br />,,f �- '" ±��
<br />Matthew R. Pavek
<br />o" {R. SNALL CON7IN0005LY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. OETECTAULE \ \ \ \ \ \ \ \ \ \ \ \ ''' (TYPICAL)
<br />`A 0.. U -O %ARNIMC TO COVER ENTIRE WIOTx OF SxdREO-USE PATH AND THE ENTIRE PAR WIDTH OF \ \ \ \ \ \ \ \ \ \ \ \ \ R 5 5 5 5
<br />,n"„J, 0 BOOK OF Lliffi THE WALK. DETECTABLE WARNING SHOULD BC 6" LESS THAN THE ERRTHAN WIDTH. ARC O O O O OPTIONAL SIDEWALK REINFORCEMENT DATE 2/15/19 LICENSE NO. 44263
<br />, FLOW LINE DIRECTIONAL RAMP WALKABLE FLARE LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE 9REATER THAN 20 FEET.% 0" EA'yyy�111Ax o1 EDGE OF TrNiOUG,I LANE SIDEWALK REINFORCEMENT T9 BE USED
<br />�FRUNI DE .11. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK C MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. ONLY NHEN SPECIFIED In THE PLAN.
<br />SEE NOTESti�U & �j FON INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT,
<br />ID MATCH FULL CURB HEIGHT. 1.0% MIN,
<br />COMBINED DIRECTIONAL 0 Q 3• HIGH [UPR WHEN USING A 3'1.3 G RAMP 6.08 MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O ISSUE/SUBMITTAL SUMMARY
<br />," H[GN NRB WHEN USING A 4' LONG RAMP- l.dX Y[H. 4 CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS
<br />Qj 3^ MINIMUM CURB HEIGHT IS.S' )MIN. DISTANCE REWIRED BETWEEN DMJ£SI 5.0'/. MAX. DATE DESCRIPTION
<br />,^ PREFERRED (T'MIM.DISTAnCC REDuIRED BETWEEN DOMES). N. MAX. SAWCUT /
<br />{4J THE 'BUWP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL rxpros[D FAX EXI5TTNG CURB /
<br />RAMPS. 1F Tx1$ attLRs MODIFY THE RAMP Locdu°N OR SWITCH RAMP TO A Fan/DEPgesSED tuq"ER. CUM AND GUE! .nD c TTER 2/15/19 CITY SUBMITTAL
<br />EDGE 4F THROUGH LAN[
<br />CIN I2
<br />ADE
<br />5 WHEN USING CONCOCT[ PAYED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS. AND ADJACENT TO 0. °'�o' °
<br />5®% BR's O WALKABLE SURFACE. OIRECTIOn4L RAI,[ ELOPES SHOULD BE USED. SEC THE DETAIL ON THIS SHEET. \ PEOESIRIAN RAMP PEUESIRIAN R.MP
<br />NON -WALKABLE SURFACE h'�I 1 RAMP BREW[ RAMP '\ \ \ \ \ \ WW 3• MINE •- T. MIN.
<br />I I Q iQ MAX. T.DY. SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. v CURB. IF USED. SHALL BE PLACED OUTSIDE THE SIDCwALN \ \ i
<br />MAX. 2AX SLOPE 1N ALL DIRECTIONS LIMITS WHEN RICHT GF WAY ALLOWS. WHEN AOJAC[NI TO PARKSNO LOTS, CONCRETE OR BITUMINOUS TAPKPC UP id 2.OL 2Ax MAH. OR lP ,P ,O 2.0'4 .Y,�`
<br />O" IN ALL DIRECTIONS \ \ \ CRANK,[ TO ,X CHANGE 2.OY. MAX. OR UP ,- TO 2.0% -
<br />SHOULD BE USED OVER Y CURE 70 REDUCE TRIPPING HAZARDS AND F0.CILIlATE SNOW A ICE REMOVAL. ,� CHANGE T9 IX CHANCE CHANGE ` � • A�•" ��.y�.
<br />OT MAY_ 2 -Ox SLOPE IN ALL DIRECTICNS IN FRONT OF GRADE BREAK ANO BRAIN TO FLOW LINE SHALL BE \ \ \ \ o • SAWCUT
<br />© O" I CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. \ T���pL�� FLOW LINE PROFILE TABLE - TWIN PERPENDICULARS r iii��� vRppg5E0 C FOR USE oN culls RAMP RET RaFITs
<br />(D -Hl D ®8 C l0'J. WALMADHE FLARE 'A�\\ /Z�4_ CURD AND GUTTER S
<br />- - - L - {R" 9 PLACE DOMES AT THE CAIN OF CURD WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. KADLC \ \ PEDESTRIAN RAMP 'U'D OUTT�+ REINFORCEMENT O
<br />U--__-------�� 1 D" O BACKOfCURBSAMWALKABLEWHEN
<br />S RADJACENT 70 FACE I$ DEFINED AS A0. ARRAYED SURFACE"0.0'JONE ACENTC TO AR SET N' ORB R FROM \ \ \ w LP TO 2 -OX UP TO 2.OX
<br />FRONT EDGE OF DETECTABLE WARNING SHALL DE SET OACR 2'MAXIMUM WHEN ADJACENT TO. WAL 2 -OX MAH. OR LL
<br />CxANDC TO 4X .HIB[.
<br />Q AARP {RANGE OPTIONAL CURS LINE REINFORCEMENT DETAILS QQ HQ
<br />© WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO 15 V15UALLY \ \ �/
<br />IMPAIRED.
<br />FLOW LINE PROFILE "TABLE" -FAN
<br />IF NON{ON[RETE RLYD. IS fON57RUG IED AND IS �K;� \ \ � 36" N0.+'.
<br />LE55 THAN 2'IN WIDTH AT TOP OF CI1R6 : k:! xGCIPnUUL4H UG IGCI0.BLG WARMINUS MAY tl[ SG ItlALK lR' IU Y" NHUM INE BAER O UUHtl WITH GDHnGHS LANDING 1.0% MIN.
<br />TRAN51TJON.PAV£ CONCRETE RAMP WIDTH TO SCT 3° FROM BACK OF CVRD. IF B" SETBACK IS EXCEECEO USE RADIAL DETECTABLE WARNINGS. SOX MAX.
<br />AD,ACENT BACK OF CURD. °ETSETABLE WRITER) L5 LXCCNT WNffN \ PEDESTRIAN RAMP PEDESTRIAN RAMP S"I�
<br />SETBACK LRnENu LS ExcEEatG ® W R DIRECTIONAL OV RS WITH THE DETECTABLE WARNINGS PLACED AT THE BALK OF [LRB, THE DETECTABLE \ \ \ I`' LANDING
<br />AND rho5HELP SHALL COVER INC ENTIRE ER OC OF THE WA THE ATH.PATI THIS ENSURES A DETECTTRAVEL. [OCE \ LOX Miry 1.OX Y]N, TAX MIN. ].pq LIN• l'....
<br />REND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PAT
<br />OF PEDESTRIAN TRAVEL. \ $.OX YAH, IBX PREFERRED S.OX WX. 1.5% LFERFED S.MF MAA. L4iDInG 11
<br />STANDARD ONE WAY DIRECTIONAL O ONE-WAY DIRECTIONAL WITH DETECTABLE ® \
<br />g INE CON[PE1 WALK N ESC BE FORMED ANO COIPSTRU[TEO PERPENDICULAR TO THE BACK OF CURS. /
<br />N0.1NTA1N 3" BETWEEk EDGE OF DOMES ANO EDGE OF CONCRETE. \ I6" MAX.
<br />WARNING AT BACK OF CURB TO BE USED Ton ALL DrnccnonAL nAMP3,4xCEPT WHERE DOMES anE PLACED ALanc THE Bgcrc or tune. \ FLOW LINE PROFILE RAISE -TWIN PERPENDICULARS Iz" �,
<br />3" °' HH.
<br />%
<br />\ PEDESTRIAN RAMP 12" K'• 35" MA N
<br />D \ I.OT YIN. III YIN- I.OL YIN. X. 36" 1 --)
<br />$.OX MAH, LSX PREdERREO $.OX YA%, MAX. MAX. 35" MAX. 12K
<br />6^ CONCREIE WALK %5
<br />3" MINIMUM CLASS s LEGEND 2 FLOW LINE PROFILE RAISE - FAN 12" T. I'. 12• . � ,
<br />ACOMB TE BASE /�) i
<br />TM5E LOIXGITUD,NAL SLOPE RANGE SNALL BE THE STARTING POINT.IF SITE CURB LINE AND ROAD CRO55ING ADJUSTMENTS SEf ABATE LANDING �•J
<br />I.O%YIN- EXHIBITIONS WARRANT.LONGITUOINAL SLOPES UP TO 9.3% OR FLATTER ARE ALLOWED. POUR REINIrORCEMENT
<br />2.OY. MAX- YAR. RAMP - _ _
<br />NOTES. 5 INDICAI[S E[OESTRI0.N RAMP - ELGPE SHALL III OCTWEEN O ES:
<br />RAMPR.: •' ^; '°- I TABLING" OF -EN A` CAS MEANS NAA STOP
<br />O LESS THAN ZX CROSS SLOPE WRMN A CROSSWALK.
<br />4 E {•a - {L.-� SAY. MINIMUM AND A.3'/. HALL NO IN THF OIRFf.TI °N SHOWN IS REWLREO WHEN A ROADWAY F5 [N A STOP OFi YIELD COND[T[MI AM THE PROJECT SCOPE ALLOWS. 1 ni ENSURE NAFFS AND n MAN
<br />ARE P"OPLHLY CONS AND[TLA, ALL INITIAL 1,Y IN A IN P IpF' OF R HRNdPEU oLm. L
<br />_ _ AND THE CROSS SLOPE SHALL NOT FEGEED 2.0%. O FELLOW
<br />NG SLpf'E GRL0.T[R TI IAN 2X1 S110.LL BF FORMED AND RACLp $EP0.RATELY IN AN INDEPENDENT CONCRC7C rOUR-
<br />Q INDICATES PEDESTRIAN RAMP - $LOPE SHALL $E GREATER RECONSTRUCTION BION PROJECTS)CWI LFULLKS APAVEMENTLL OCU REPLACEMENT PROJECTS FOLLOW SIDEWALK REINFORCEMENT DETAILS DN THIS SHEET 1011 ILL SEPARATELY POURED INITIAL LANDINGS_
<br />NON -WALKABLE OR y THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN 'LADLING" 4F LENT IRE CROSSWALK SHALL OCCUR WHEN FEASIBLE,
<br />\ WALKABLE SURFACE rT;.
<br />A -; TYPICAL 'SIDEWALK SECTION 111 Aft? CROSS SLOPE SHALL NOT EXCEED 2_OY.. ® DRILL AND GROUT MO. l2• LONG REINFORCE>.ENT BARS Al 36°' MAXIMUM CENTER
<br />' , • MILL & OVERLAY PROJECT&"TABLING' OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP. TO CENTER KEPDXY COATED]. BARS TO RE ADJUSTED TO MATCH RAMP GRADE.
<br />U\ ' °6• COwFtr7r WALK WITHIN INTERSECTION CORNER ® 2 (IN SLOPE ]N ALL DIRECTLON;.LANDTNG SHALL BE LFUL'LL WIDTH OF INCOMING PARC. PAVEMENT CAN N07 MAX 15 REQUIRED THEN EXTEND EXISTING
<br />INTO TIC 71R000H LLAANLETADLLC TIC R�LINE 10 ING OF 2% OR AS
<br />O3 BRILL HETI GOUT 2 - „0.4 x 12" LONG REINFORCEMENT BARS ICPOKY COATF°I.
<br />BACK OF CURB LOCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA, REINFORCEMENT REOUIRED FOR ALL CONSTRUCTION JOINTS wITNIN RADIUS.
<br />0 K" CURB HEIGHT LISAA MAX. CRS5-SLOPE OF THE (HOOD Or
<br />HIS OPTIONAL CURB LIME RETNFORrFMENT DETAIL SHOULD ONLY BE
<br />FLOW LIN[ 2, SAX MAX. GRp$S-SLOP[ OF THE ROAD
<br />U T SECTION U -D TS"TARLF" FI OR I IE IIP r0 4X r.HANrr FRBY FXiST1Nf. %I OPF IN rRAW XR PFRE[TRTAN RAW USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN,
<br />N"DNI CN GUTTER 4}11P TO 2X CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP 5Q 112 IN. PREFORMED JOINT rILLER MATERIAL PEA M,W1 SPEC. 3762. DRAWN BY:BN REVIEWED BY: DK
<br />STAND-ALOI5NEp ANDEA RETROFITS, FOLLOW MILL 6 OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT PROJECT NUMBER: 18125
<br />RP ENT °ON RI7x 617UMarli5 PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON
<br />CURD FOR DIRECTIONAL RAMPS ® +`Marra,/ •"• SPL �C M CUNCRE[ E R A Ars. 4%toWrRd' -1
<br />REVISION �N ///111 l PE
<br />CURB RAMC' DEiAIL_5 REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AR£AS.RAISE THE CURB LINES ENOUGH TO S ///1,1 PEDES iRIAN CURB RAMP DH AILS
<br />��©� G ALLOW COMPLIANT RAMPS T. A$ MUCH A5 P95518LE WHILE AOHER]NG TO THE FplLOR1NG CRITERIA= ©S / REVISION SUMMARY
<br />APPq YEOs JAFAIARY 23'.2017 V*jAFPFMvcu APPq VEOs JANUARY 23.2017 2 1.L Y MIN. AND s.BA MnxIMEI GRU5 DE of
<br />OF THE ROAD 11 4 rcp
<br />21 I.0% MIN. FLOW LINE [ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN P65ITFYE DRAINAGE
<br />"�` �""' 41LNG1RUUl"ALLEfWGHLANLC MAX. WHOipwAT IAPER55F#AAUBEI' VEII[1CALPLAiS'HURI2HIAL ,.,.A` 1-23-2017 STANDARD PLAN 5-297°250 C OF
<br />wT++'� SfdfENESIpCMW4rW 1 �3-2017 ST�IJD�RQ PLAN 5-297050 0� 41
<br />SLAT[ DCSIGk [N4REER DATE DESCRIPTION
<br />CIVIL DETAILS
<br />C502
<br />1 2/14/2019 4:59 PM 0 COPYRIGHT2018 CIVIL SITE GROUP INC.
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