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HomeMy WebLinkAboutC402 Site Details N N N [ri URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH A SYMBOL- LEGEND I' ~� SEE CURB DETAIL fORT[DNALI SYMBOL- LEGEND O O O R 24" 0"TO 1" 30.. 0"TO 1" ME B WERE 4- I"- ...I <- 1.OX TO 2.DX SLOPE � 1.OX TO 2.0% SLOPE N N N � -MEASURED TD HERE MEASURED TO HERE MEASURED ASURED To, TOO" TURNING 6F) N O /2 R 111 R¢ - BATTER I 6 I"IR 'BAITER R 2 8' 24o SLOPE BATTER t/ R3' g11 Za LLB' A7TER TURNING" EXNENYM OF ♦ 5.01 TO 8.3% RUNNING SLOPE, SPACE ♦ 5.01 TO 6.3X RUNNING SLOPE, N O Q 30" 1. L /2 /2" z SPACE TURNING 2.OX OR FLATTER CROSS SLDPE ;SEE NOTE 2.OX OR FLATTER CROSS SLDPE In 24=1 SLOPE u-, N 4/z'• SLOPE ISEE NOTE SPACE C RAMP NO.3) C _ N '��PAVEMENT; N a :PAVEMENT; n 'pAVEMET: '` l2"R = z-dPAVEMENT; ND.31 ♦ IO,OX OR FLATTER SLOPE * o e a S $ ♦ IO,OX OR FLATTER SLOPE O O R _ - L.R s .o L ♦ ,� DETECTABLE WARNING DETECTABLE WARNING SURFACE ° z SURFACE [SEE - CURB AND GUTTER TYPE 1 CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 3 CURB AND GUTTER TYPE 4 RAMP NDTF ND.1u ��°jN SEE NOTE NO-u) RAMP, nAMP (SEE NOTE NO.4) z L ;------- CURB RAMP TURNING qp/ TURNING y , CLEAR STAT ION/ SPACE N ry a FS ¢ SPACE q�1y z i SPACE LOCATION d Io FLARED . Ft, 'HIS, v51 , (SEE NOTE ; CLEAR 7" SIDZ SID .b L. H , NO-4) ; RAMP SPACE �P °•°°°°°"" (SE T� f ;I/2•R 6" I' • ..n o a o 0 0 o No N6)- FS ,_-_B�- ; TUNING Z fA R 2., F 8 B„ 3Y w ]0 7 & CLEAR O 2" B" - 1" 1" 6" I" TURNING u. IS'MAX, 4'MIN- L5'MAX_ 6 - - SPACE t ' iD �/2"R /z. -CLEAR ; CURB RAMP SPACE `> yl - AU' < (n +O•' _ ; STATION/ �1 2 RAMP �. 4]• F`�.PAVEMENT, L :.f , SPACE � LOCATION U' iy:F~ PARALLEL CURB RAMP Y5 R io °� l R 1,R m I R a S ; y, FLARED 4,TA5 g 1 )SEE NOTE SIDES a'MIN- al MIN 6" CURB 15'MAX LU U 2"R --:.;PAVEMENT- PAVEMENT- 'SkPAVEMENT;- -;7 *, I NO 47 ; - FLARED CLEAR CLEAR SPACE 2-MIN- TURNING SPACE (OPTIONAL) O v oo /z SIDES y TREAT AS TWO SPACE COUNTER Cn Z (n v. � 2 R I1'R R N.[]TES , !�� � SEPARATE CURB v SLOPE (SEE � Lu Q --- --- _ RAMPS NOTE NC-94 ,'1 po•, TREAT AS TWO CURB TYPE I CURB TYPE 2 CURB TYPE 3 CURB TYPE 4 CURB TYPE 5 L TRANSITION BETWEEN DIFFERENT TYPES AVER 10 FEET. s'MAx. a'MIN. s'MAx. �✓ RAMP a.� e.Q..o.Q. a.q.-a o., SEPARATE cuRe Z 'O • •• d,. •• a,' RAMPS LLI (SEE NOTE NO.3) (SEE NOTE NO.3) (SEE NOTE ND.37 \1 \ b',:°.°:• '.9•'s•.+t'..,.;.a..• :°'•9 •.'.• .•A, 'P O co 2. PROVIDE 4 INCHES OF AGGREGATE BASE UNDER CURB AND GUTTER, PERPENDICULAR CURB RAMP CLEAR g,, 3 CURB,OR GUTTER UNLESS THE CURB IS PLACED ON PAVEMENT. SPACE CONCRETE a p AGGREGATE t'� U >_ 'SEE CURB f`-' N O 3- PDRTLAND QEMENT CONCRETE CURB OR TRAFFIC SEPARATOR ON 4'MIN. 15,MAX. 4'MIN. CUT DETAIL DETECTABLE z ____ O = ASPHALT CONCRETE PAVEMENT= CLEAR SPACE 2'MIN_ RAMP TURNING SPACE WARNING SECTION B-B z I 6 I C) T I�, PROVIDE A KEY IN THE PAVEMENT AT THE CENTERLINE OF THE SLLOPECOUNTE SEE ` a • =,d•°_'-.,d-" SURFACE _ f'- F! `� } w O I'/,R 6 1/ li/z"R CURB DR TRAFFIC SEPARATOR, SEE THE KEY DETAIL. NOTE NO.9), � a,V, '' +c'� - CURB fgPTIONAU //N+ .'�•- 80" ° w E 2% R '•• CONCRETE CURBS OR TRAFFIC SEPARATORS MAY BE PINNED TO °( '- - ' ._ _ 3,. 3„ 3Q�. 30,. .. v':1 v,::'., .,. . ..A; AGGREGATE.. A..o- a iI e I U Y + -3"R } THE PAVEMENT STRUCTURE IN LIEU OF THE KEY. DRILL THE .o' °•4 > a a f U -3"R PAVEMENT AND PLACE PINS BEFORE THE CURB OR TRAFFIC CONCRETE v BASE z a'MIN TURNING a'MIN TURNING 4'MIN 4. '°:T`,a�• ,° v.o•, _ ., r` O ° ? ° r SEPARATOR IS CONSTRUCTED. SEE THE PIN DETAIL g_ SPACE F�--`� SPACE PREFORMEb IT TURNING 35 20 SEE CURB J -` DETECTABLE z z z z z TURNING EXPANSION z 'v�.�m Los ° SPACE O - + _ PORTLAND CEMENT CONCRETE CURB OR TRAFFIC SEPARATOR ON ? z CONCRETE �' o N M �3 -••._i: 'PAVEMENT', CUT BE WARNING E � � � SPACE JOINT � AGGREGATE Z +' r PAVEMENT 5 A xPAVEM£NT,•- PORTLAND CEMENT CONCRETE PAVEMENTS SURFACE RAMP BASE a_ °�` \a �; m SECTION A-A a a a v. FILLER ____ RAMP 5Y4 Z l2 LO' USE AN EPDXY BONDING AGENT_ NO KEY 15 NEEDED- w CURB RAMP o om o SECTION C-C a �xy Ip _ - E OPTION- - -- CURB DETAIL aP ASPHALT CONCRETE CURB OR TRAFFIC SEPARATOR ON ASPHALT .' �� q FLARED w w w RAMP '� 75 ... TRAFFIC SEPARATOR TYPE 1 TRAFFIC SLPARATER TYPE 2 GUTTER TYPE 1 -REMOVE CURB > SIDE ` FLARED - REMOVE CURB TURNING- CONCRETE PAVEMENT: _C'_ m o _ - RAMP SPACE 2 7 - Y--`' w "• SIDE GRADE BREAK AT (SEE NOTE NO.3) (SEE NOTE NO.3) BOTTOM GRADE BREAD( r - ? ¢ E E ( Y a� O NO KEY IS NEEDED- ENSURE THAT THE CURB 15 BONDED TO THE z , •� _ a >♦ OPTIQh GUTTER FLOW LINE 1 �, z 1 3. PAVEMENT. i 1 1 3 m L,:: m .e W , a ; TRAFFIC SEP_ z N0.3 BAR:36"LONG ' SZ MAX ) 'G + S% MAX ( �, a ,� SPA•C�F 3 z TYPE I SHOWN PLACED EVERY 48 4. ENSURE THAT THE GUTTER SLOPE DOES NOT EXCEED 5 PERCENT AT CLEAR SPACE z ••• z _ N TRAFFIC SEP 6•-0,. CURB RAMPS ;` ° I ; CLEAR �� n TrPE 1 SHOWN _ hA iv a p ¢ p CURB IOPTIDNALI L_JCLEAR SPACE L__ SPACE �1 a p q � o p i CLEAR RAMP iv 5. TAPER THE LAST 6 FEET OF CURB AND GUTTER TYPES L 2,3,AND , = 3' 0. AND CURB TYPES I AND DDTR N TC A I INCH ATOHEI HEIGHT. TAPER A D 2 r ` \ �( ` ` O, ---- SPACE ' d ' 6 CURB TY E 3 4. D S AN AFFI SE R R YP S I Nb LID or 15'MAX. VAR - _ a..','Y - L DOWN TO A l]NCH HE]GH7 AT A ll SLOPE- 1 NO SIDEWALK o on i:': m ::P .;ao;: k;''G 9ti:.s-.u' x V 5b"-% s ti "sxa, , - Z Z PAVEMENT,. y AVEMENT ,.. T l „PAVEMENT ._ y t - •y- CURB AND GUTTER DETECTABLE IN THIS AREA CURB AND GUTTER DETECTABLE 6, DRAWING NOT TO SCALE. WARNING WARNING (j SECTION,SEE SURFACE SECTION,SEE SURFACE (n C .3 I 20" 48" STD.DWG.615-I 'STD.DWG-615-I J ND.3 salt -`� � � EXAMPLE APPLICATIONS EXAMPLE APPLICATIONS W naisl*+AL srorrE6 SONAL `` '^ rlil *+ALsrnaEoSONAL '' 9k1G1*gaL srnaEoD KEY DETAIL PIN DETAIL SECTION A-A CURB TERMINUS DETAIL AT:Iro. � ' [SUMETRIC VIEW AT:Iro. �Nc '-- ISOME7RTC VIEW Arlro yONAL$NG Q Q 4rENS oaa.orl.,. rG D,NS i Haoaa.orl.:. rG NS i(SEE NOTE ND.3) (SEE NOTE ND.3) (SEE NOTE N0,5) iewe,i to p2gX � FO �'F CURB CUT DETAIL awesi <+ ��/ ,ry Fa �Fm CURB CUT DETAIL seawesi <+ ��/ a Fo 'Lfim () D_ O .caP�''& 9 ¢ P'QL'& ° 9 ARE FOR Il ¢ P'QL'& 9 O U REVISIONS scA fs sFpwN STANDARD DRAWING En lish mac° REVISIONS scA fs slpwN ,w STANDARD DRAWING °� ° REVISIONS HpwN STANDARD DRAWING O ° o IDAHO b g � IDAHO English scAEfs s IDAHD English G1� z to NO. DATE $Y k0. PATE BY ND. pP:TE BY ARE FOR Il"% 17" * * ° NO. DATE BY NO. PATE BY ND. pP:TE BY ARE FOR Il"% 17" * * NO. DATE $Y k0. PATE $Y ND. pP:TE BY (� 1 02-76 6 12-04 MSM 11 47-18 RDL PRINTS ONLY TRANSPORTATION s STANDARD DRAWING NO 2'? �. 6 1 09-93- MSM 6 07-03 MSM 11 07-10 JAW PRINTS ONLY TRANSPORTATION s STANDARD DRAWING NO /s'? �. 6 1 09-93- MSM 6 07-03 MSM ll 07-10 JAW PRINTS ONiY'7 TRANSPORTATION * - STANDARD DRAWING NO_ /,y'? aJS Q O 117 Q 2 1:2-90 GB 7 06-05 MSM ��W1' ?SS�'` �f/� 2 12.95 MSM 7 12-04 MSM 12 49-II TEM ��a9f °Sr X a9 Sr C5 O cnD6 FILE NAME DEPARTMENT „ CURB AND GUTTER 615 1 s p cADD TILE NAME DEPARTMENT „ CURB RAMPS 614 3 s /o 2 12.95 MSM 7 12-04 MSM 12 09-11 TEM CARD TILE NAME DEPARTMENT CURB RAMPS 614 _ •O 3 09-93 MSM & 07-10 JAW ORIGINAL_ SIGNED$Y:NFVIN SABLAN 9jy OF'(9' 3 06-9$ MSM & 06-05 MSM 13 05-15 ROL ORIGINAL SIGNED pY:KFVIN SP$LPN '9a OF, 3 05-98 MSM & 06-p5 MSM 13 p5-IS RpL ORIGINAL SIGNED BY:KEVIN SA13LAN •9a OF� 4 12-94 M$M 9 H-14 RDL DRAWING DATE' DESIGN/TRAFFIC SERVICES ENGINEER 0,LONG 4 a8-01 MSM 9 05-06 MSM DRAWING OA7E'� DESIGN/TRAFFIC SERVICES ENGINEER O,LONG 4 a8-01 M$M 9 05-06 MSM DRAWING DATE' DESIGN/TRAFFIC SERVICES ENGINEER �.LONG Q LID } 03 5 12-01 MSM 10 06T7 RDL APRIL.1961 BOISE IDAHO SHFET 1 OF 1 5 10-02 MSM 10 D5-07 MSM JUNE,1990 BOISE IDAHO SHFET 1 p1- 4 5 10-02 MSM 10 05-07 MSM JUNE,)990 BOISE IDAHD SHFET 2 OF 4 Cp W C >_ � (n W � T O (D O= W O Of E W Y JGo Y �_ M � O D O N LU W Q D SEE CURB DETAIL ICPTIONAL) SYMBOL LEGEND SYMBOL LEGEND NOTES SYMBOL LEGEND m /zIz" f6 �-{ 1. EXTENTS OF CURB RAMP PAY ITEMS ARE SHOWN IN GRAY SHADING- 5` 5' 200'MAX.(SEE NOTE N0.2) S' S' t` -O 1� 1-D% TC $-D%-$LOPE 1.0% Tp ?-D% SLOPE I 2, CURB RAMPS CAN BE PERPENDICULAR,PARALLEL,OR A COMBINATIDN OF PARALLEL AND A 4--1 � L0�% TO 2.OY SLOPE DETECTABLE 7:6"T❑2.4" (6 TURNING °`° WARNING PERPENDICULAR RAMPS. EXAMPLE APPLICAYIpNS OF EACH ARE SHOWN O1J SHEETS 1.2. -SPACE � S.OX TO F.3% RUNNING SLOPE, 5,0% TO FLAX RUNNING SLOPE, •- AND 3. 5.0X TO 8.35 RUNNING SLOPE. "O RAMP RAM- ♦ ♦ '60•!' SURFACE ♦ 2.0X OR FLATTER CROSS SLOPE O (SEE NOTE 2.OX OR FLATTER CRO5$ SLOPE 2-0% UR FLATTER CROSS $LOPE _ w PERPENDICULAR CURS RAMPS HAVE A RAMP THAT CUTS THROUGH THE CURB AT RIGHT pPT10NAL (6 C ♦ "D.3) C ♦ z ^•: • ANGLES OR MEETS THE GUTTER GRADE BREAK AT RIGHT ANGLES WHEN THE CURB IS z :n WIDENING 10,0Y OR FLATTER SLOPE 4- 10.O.X OR FLATTER.SLDPE - O CURVED. (TYP.) ♦ �r�1y 1 ,1 PARALLEL CURB RAMPS HAVE A RAMP OR RAMPS [N-LINE WITH THE DIRECTION OF a O - FLARED v J FLARED i. 66q_'•,_ - _ SIDEWALK TRAVEL AND LOWER THE SIDEWALK TO A LEVEL TURNING SPACE WHERE A TURN IN. 1' SIQE ISEE SIDE 15E IS MADE TD ENTER THE PEDESTRIAN STREET CROSSING MIN, N NOTE NO 6) - �.t� 1 n •a c YYY YY COMBINATION CURB RAMPS HAVE FEATURES FROM PERPENDICULAR AND PARALLEL CURB •` o c�o o•o E 4'MIN -w.. a RAMPS, `+-.,u ` , p y r- SECTION E-E O O O w 3. PROVIDE A TURNING SPACE WITH A 2-OX OR FLA77ER SLDPE 1N EACH DIRECTION. TURNING CUT OR L __ <_ SPACES MAY OVERLAP WITH C7}{ER TURNING SPACES ANp CLEAR SPACES. d':'"-a':'-,'.a'.°�;• 6^MIN. s ti ? FILL SLOPE DETECTABLE ' �-GURB RAMP O I CURB AND TaOLED JOINT$ _ =Q WARNING SURFACE I CLEAR STATION/ ` ,� RAMP $'�y - PERPENDICULAR CURB RAMP: A GUTTER AT 5'INTERVALS .::^ .a:� o-:r DOSE m� rx co SEE NOTE NO-11) SPACE LOCATION a VAR y PROVIOE A 4'8Y 5'MINIMUM TURNING SPACE WHEN THE TURNING SPACE 15 CONSTRAINED SIDEWALK ADJACENT TO CURB (SEE NOTE NO.10) N z W _ F----'-� 0-65" MIN- - AT THE BACK-OF-SIDEWALK. •00., i (SEED NOTE i 7 RAMP' E > z 2• -7 PARALLEL CURB RAMP' SEE NOTE NO.9 g a m z v Z 'lrJ,l PA PROVIDE A 4'BY 5'TURNING SPACE WHEN THE TURNING SPACE IS CONSTRAINED ON TWO SECTION A-A D+J E DOME SPACING OR MORE SIDES. ENSURE THAT THE S'DIMENSICN IS PROVIDED IN THE DIRECTION OF THE L I MIN, - PEDESTRIAN STREET CROSSING- B SEE NOTE NO.9 CLEAR SPACE z 5' 5' 200'MAX_(SEE NOTE NO-2)- 5' 5' ---- - T m TURNING �� o , 4. PROVIDE A CLEAR SPACE BEYOND THE BOTTOM OF THE GRADE BREAK THAT I5 WITHIN 15'MAX. 4'MIN. IY MAX. TSUUACENG _ SPACE sr ;= 1 THE WIDTH 07 TH£ PEDESTRIAN STREET CROSSING AND WHOLLY OUTSIDE THE PARALLEL VARIES 4'MIN_ 1' O - VEHICLE TRAFFIC LANE. MIN- D CDMBIN/ ION CURB RAMP '19j a' z , SOS TC 65X S. CROSS SLOPE IS THE SLOPE PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL- z RAMP 'S'� NYC a 1 OF BASE DIA. r' ENSURE THAT THE CROSS SLOPE OF THE RAMP AND TURNING SPACE DOES NOT EXCEED u m••' 0.1 m•^ 1 °i ( TWO PERCENT. AT PEDESTRIAN STREET CROSSINGS WITHOUT YIELD OR STOP CONTROL "° ao °-o. CUT OR AND AT MIDBLOCK PEDESTRIAN STREET CROSSINGS,THE CROSS SLOPE MAY MATCH THE -0 •a 6"MIN. >• FILL VAR 4'MIN VAR SPACE ( STREET OR HIGHWAY GRADE- FLATTEN THE GUTTER FLOWLINE THROUGH CURB RAMPS TO • I' BpgE - SLOPE 4'MIN. 2'MIN. 4'MIN 6" ITYP.) ( TWO PERCENT OR FLATTER WHEN NEEDED, WHEN THE PAVEMENT IS SAWCUT TO FLATTEN - ,. • . ,.=1 m v O CURB : 0.9"TO 1-4" THE FLOWLINE,VARY THE WIDTH OF THE SAWCUT SD THAT THE PAVEMENT PATCH E CLEAR SPACE TURNING SPACE (OPTIONAL) = I + • OPTIONAL • . TOOLED JOINTS SMODTHLY MATCHES THE EXISTING PAVEMENT, WIDENING . AT 5'INTERVALS z COUNTER - I • . • w 7 - 6. PROVIDE FLARED SIDES ON PERPENDICULAR CURB RAMPS,OR COMBINATION CURB RAMPS - • (TYP_) . + (SEE No NO.10) g U SLOPE (SEE /� 4- � Oo / DOME SIZE WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, THE FLARED SIDES O NOTE ND-9) r _ _ o. a ARE PART OF THE PEDESTRIAN CIRCULATION PATH,BUT ARE NDT PART OF THE �� SECTION B-B -a '.i_a." - ' a; PEDESTRIAN ACCESS ROUTE- THE SLDPE OF THE FLARED SIDES IS MEASURED PARALLEL U 'e_ a•'o as-`�-�.(,9•, .-avy-._:, p a s'::'.> TO THE CURB LINE. FLARED SIDES.ARE NOT NEEDED OR MAY BE STEEPER WHEN THE // DETECTABLE WARNING SURFACE DETAILS PEDESTRIAN CIRCULATION PATH DOES NOT CROSS THE CURB RAMP. ` CONCRETE P BASEAGGR �/ �FO� // SEE NOTE NO-11 7. THE PEDESTRIAN CIRCULATION PATH 15 A PREPARED'SURFACE PROVIDED FUR I CURB AND C SEE CURB - - 5~ / PEDESTRIAN TRAVEL IN THE PUBLIC RIGHT-DF-WAY. THE PEDESTRIAN ACCESS RDUTE IS B N GUTTER O CUT DETAIL DETECTABLE SECTION D-D A CONTINUOUS AND UNOBSTRUCTED PATH OF TRAVEL PROVIDED FOR PEDESTRIANS WITH WARNING z zy' DISABILITIES WITHIN OR COINCIDING WITH A PEDESTRIAN CIRCULATION PATH_ DETACH-'QED SIDEWALK O SURFACE SAWCUT LINE 8- ENSURE THAT GRADE BREAKS ARE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN U �-- AND ARE FLUSH DO NUT CREATE GRADE BREAKS ONTHE SURFACE OF RAMP RUNS AND 4 MAX. VAR 4'MIN VAR. (SEE NOTE NO-51 O TURNING SPACES. TURNING thl� 9- ENSURE THAT THE COUNTER $LOPE OF THE GUTTER OR STREET AT THE FOOT OF CURD •;.. SPACE 5 RAMPS RUNS DOES NOT EXCEED FIVE PERCENT. g TRAHSITIU 10. WHFRE PRACTICAL,PLACE UTILITY COVERS,VAULT FRAMES,AND GRATINGS OUTSIDE RAMP 5' S' S' >- m a v - DEAN RUNS,TURNING SPACES,OR GUTTER AREAS- LOCATE CATCH BASINS AND INLETS OUTSIDE O m --- OF RAMP RUNS. Z O_ _ RAMPS TURNING RAMP 15'MAX. 4'MIN. O _--- _ I✓ 4, 1L DETECTABLE WARNING SURFACES CONSIST OF TRUNCATED DOMES ALIGNED IN A SQUARE I- + -�REMCVE CURB _, z SPACE + 6'MIN. TRANSITION OR RADIAL GRID PATTERN PROVIDE DETECTABLE WARNING SURFACES THAT CCNTRAST 0- ,' VISUALLY WITH ADJACENT GUTTER,HIGHWAY,DR PEDESTRIAN ACCESS ROUTE SURFACE, i!�ff11y455pN� E - y ; z i' RAMP I' EITHER LIGHT-ON-DARK CR DARK-ON-LIGHT_ ENSURE THAT THE DETECTABLE WARNING a z z / z OPTIONAL v ,p BOTTOM GRAPE BREAK I , ) 6-MIN, TRANSITION 0 ��- SURFACE EXTENDS THE FULL WIDTH OF THE RAMP RUN (EXCLUDING FLARED SIDES) WIDENING __ _ SEE HORIZONTAL - ,�T a - TURNING SPACE- v Q OPENING DETAIL Ty' fTYP,) SIDEWALK _ CLEARRAMP 1' -- PERPENDICULAR AND COMBINATION CURB RAMPS- OBSTRUCTION IEE ' 5X-MAX I5-MAX 4'MIN 4'MIN CLEAR SPACE TRANSITION _ _ MATCH WHERE THE ENDS OF THE BOTTOM GRADE BREAK ARE IN FRONT OF THE BACK OF CURD, - .� I` u SPACE _ �- PLACE THE DETECTABLE WARNING SURFACE AT THE BACK OF CURB-- O i1 0 9 a p ) // --- EXISTING FLOWLINE WHERE THE £N05 OF THE BOTTOM GRADE BREAK ARE BEHIND THE BACK OF CURB,PLACE MATCH HIGHWAY SLOPE yj\ _ THE DETECTABLE WARNING SURFACE ON THE RAMP RUN WITHIN ONE DOME SPACING OF THE BOTTOM GRADE BREAK AND WITHIN 5''OF THE BACK OF CURB. CURB AND SLOPE CURB TO MATCH CURB AND CURB ANp NEW FLOWLINE GUTTER SIDEWALK RAMP a o PARALLEL CURB RAMP: GUTTER- GUTTER 7 MATCH PLACE DETECTABLE WARNING SURFACE ON THE TURNING SPACE AT THE BACK OF CURB- PROTRUDING OBJECT DETAIL CURB AND GUTTER DWARNING ETECTAA13LE PROFILE 12. USE A BOND PREVENTATIVE BETWEEN THE CURB RAMP OR SIDEWALK AND CURB WHEN SIDEWALK TERMINATION DETAIL WIDENING AROUND OBSTRUCTIONS DETAIL SEE NOTE N6.7 SECTION,SEE CONSTRUCTED SEPARATELY' AND PLACED ADJACENT TO EACH OTHER STD.DWG.615-I SURFACE 13. ALIGN ALTERNATING CURB AND,SIDEWALK JOINTS SEE NOTE NOS.6 & 7 ' EXAMPLE APPLICATIONS CONSTRUCT JOINTS APPROXIMATELY /a" WIDE AND N ___ �' or+rc)r+aL sroRso yONAL F FLDWLINE PROFILE DETAIL or+rc)reaL sroRso Nq or+rc)reaL sroat:D 50 F 15DMETRIC VIEW nT=Irp. gS N �d"]N DEPTH. nr,lro 9 50 L N nT-1rp. 9S NAL N (0 - neaaawrlers i! ENSF �'/�j. SEE NOTE N0.5 14. DRAWING NOT TO SCALE, nil Wa Q CURB CUT DETAIL 7anweeasl,ea p� O � 7auwesasm<e p� O � 7anwesasl,<e Q REVISIONS scALEs sHpwN IDAHD uw STANDARD DRAWING English �°� REVISIONS SCALES SHOWN IDAHD uw STANDARD DRAWING English � � REVISIONS SCALES SHOWN IDi#II� nu STANDARD DRAWING English U N0. 0993 MSM DATE BY N6 07-03 MSM N01 07-10 JAW APR lmis lDNiY17 TRANSPORTATION s.� �p N0. DATE BY N0. DATE BY k0. DATE BY ARE FOR n"x 17" N0. DATf BY N0. DATE BY k0. DATE BY ARE FOR n"x 17" p STANOARO DRAWING NO / �TANDARC DRAWING NO / rT-D�A DRAWING NO / s - S 4.' s - S 4.' 1 09-93 MS 6 07-03 MSM 11 07-10 JAw T T ANSPO TATI®N 4t` TRANSPORTATION TATI®N4t` . (6 3 �. - � s ,� S R� M PR IN 5 ONLY R R 3 �. - � s .� S R� PRINTS ONLY R R 3 �. >� 2 12-95 MSM 7 12-04 MSM 12 09-II TEM CARD FILE NAME DEPARTME1,1 CURB RAMPS l °r r 2 12-95 MSM 7 12-04 MSM 12 09-II TEM t O r t O r 6l4 3 9 o cADD FILE NAA1E DEI�ARTMENT CURB RAMPS 6l4 3 9 ro cAnD TILE NAME DEPARTMENT ,r� SIDEWALKS 34_1 9 r Y4 3 06-98 MSM 8 O6-OS MSM 13 OS-15 RDL 61a-3_0615.a n ORIGINAL SIGNED BY:KEVIN SABLAN 9 �OF'� 3 06-98 MSM 8 O6-OS MSM 13 OS-15 RDL 61a-3_0615.tl n ORIGINAL SIGNED BY:KFVIN SABLAN 9 �OF'� 61a-)_p6)S.tl n ORIGINAL SIGNED 9Y KFVIN SABLAN � �OF�O CD Y 4 OS-DI MSM 9 05-06 MSM DRAWING DATE'- BDISE IDAHO DESIGN/TRAFFIC SERVICES ENGINEER y�,LANG 4 p8-DI MSM 9 OS-p6 MSM DRAWING DATE'- BDISE IDAHD DESIGN/TRAFFIC SERVICES ENGINEER y�.LONG DRAWING DATE'- BDISE IDAHD DESIGN/TRAFFIC SERVICES ENGINEER y0•LANG J U 5, 10-02 MSM ID OS-07 MSM JUNE.1990 SHEET ,'i OF 4 5, 10-02 MSM 1D 05-07 MSM JUNE.I990 SHEET 4 OF 4 MAY.2015 SHEET 1 OF Z � O N 00 O � N _� WSYMBOL LEGEND NOTES SYMBOL LEGEND SYMBOL LEGEND NOTES O DETECTABLE WARNING SURFACES P/L-EASEMENT!= ISEE NOTE ND.67 '� L.0% TO 2.0% SLOPE i. SIDEWALKS MAY CONSIST OF A PEDESTRIAN CIRCULATION PATH AND A LOX TO 2.0% SLOPE LOX TO 2.0% SLOPE PEDESTRIAN ACCESS ROUTE. THE PEDESTRIAN CIRCULATION PATH IS A �' ENp OF WORK Q L 00 m S,DX TO FLAX RUNNING SLOPE, PREPARED SURFACE PROVIDED FOR PEDESTRIAN TRAVEL N THE PUBLIC L. EXTENTS OF DRIVEWAY PAY ITEMS ARE SHOWN IN GRAY SHADING: 5.0X OR FLAX RUNNING SLOPE, ��, 5,0% TO F.3X RUNNING SLOPE, 2-0�% DR FLATTER CROSS SLDPE RIGHT-OF-WAY. THE PEDESTRIAN ACCESS ROUTE IS BA CONTINUOUS AND F Z, SEE THE SIDEWALKS STANDARD DRAWING FOR NOTES RELATED TO (10 O o UNOBSTRUCTED PATH OF TRAVEL PROVIDED FOR PEDESTRIANS WITH 2,0X DR FLATTER CROSS SLOPE -A -Fr 2,0X OR FLATTER CROSS SLOPE Q w z DISABILITIES WITHIN OR COINCIDING WITH A PEDESTRIAN CIRCULATION �-�. SEE CURB CUT DETAIL VARIES 4'MIN. VARIES THE PEDESTRIAN ACCESS ROUTE _ PATH. ,;+ 10:0Y OR FLATTER SLDPE ,;;r 10:0% OR FLATTER SLDPE _] SIDEWALK 3. DD NOT PLACE DETECTABLE WARNING SURFACES ON DRIVEWAYS. W CL �¢0 2. PROVIDE AT LEAST 4'OF CONTINUOUS CLEAR WIDTH OF PEDESTRIAN 4, SIDUSEEWALK A LK A PREVENTATIVE BETWEEN THE DRIVEWAY OR (13 >z C C ACCESS ROUTE,ExCLU51VE OF THE CURB WIDTH. WHERE SIDEWALKS ARE 1 SIDEWALK AND CURB WHEN CONSTRUCTED SEPARATELY AND 5'MIN. ) e,d••'•"_ - PLACED ADJACENT Tp EACH OTHER_ U w ♦ ♦ `•d WIDER THAN 4',ONLY A PORTION OF THE SIDEWALK IS REQUIRED TO BE 1 'o- N ALTERNATING R AN W K NiCONSTRUCT - ✓� PART OF THE PEDESTRIAN ACCESS ROUTE- S- ALIGN CUB D SIDEWALK JOINTS (� U CUR8 AND • �•:'. .1.' DRIVEWAY AND SIDEWALK JOINTS AT 5-INTERVALS THAT ARE •-a - o,• v.' r v PROVIDE A PASSING SPACE AT 200'OR SHORTER INTERVALS WHEN THE GUTTER � - = LOPE DRIVEWAY TO FIT APPROXIMATELY y a O .. .... ,. +. Y 'Ie WIDE AND %„ 1N DEPTH. V) 5'MIN. CLEAR WIDTH OF THE PEDESTRIAN ACCESS ROUTE IS LESS THAN 5'- '�a�F `P D.P n ADJACENT PROPERTY 6. DRAWING NOT TO SCALE. N v ENSURE THAT THE DIMENSIONS OF THE PASSING SPACE ARE AT LEAST 5' s" mcr g z z BY 5`. INTERSECTING SIDEWALKS,DRIVEWAYS,AND ALLEYS'MAY BE USED cfj N © a SECTION C-C AS PASSING SPACES. _•;, - - m"o n +�-' m 3. ENSURE THAT THE GRADE OF THE PEDESTRIAN ACCESS ROUTE DOES NOT + - 'sw P J EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT HIGHWAY. �• SECTION A-A O DETECTABLE N DRIVEWAY WARNING SURFACES 4. ENSURE THAT THE CROSS SLOPE OF THE PEDESTRIAN ACCESS ROUTE +`•' 2r+ '�-qP e Q!;.;a.�!;;a•Q!;, 2'• (SEE NOTE NO-8) WITHIN THE SIDEWALK DOES NOT EXCEED TWO PERCENT_ + '•+ Uj. ,; w cE 5. VERTICAL SURFACE DISCONTINUITIES MAY OCCASIONALLY OCCUR AT . `+ '��'pr4 CURB SECTION GUTTER FLEW LINE O :'` EXPANSION JD]NTS.UTILITY COVERS,VAULT FRAMES,AND GRATINGS WITHIN ••+ oYF�y Q Sg�� m �-I )I/z'MAX, THE SIDEWALK. ENSURE THAT VERTICAL SURFACE ffISCON T INUI TIES DO NOT CURB AND •+�•• • ro-vt _ �a P/L-EASEMENT O '•c� EXCEED )/z". BEVEL VERTICAL.SURFACE DISCONTINUITIES BETWEEN /q" AND GUTTER r +�� •`•'rUR6 •v c"7t� •� p�z^ CURB COT DETAIL END OF WORK IIIIIIIIII IIIIfnI1IIIII IIIIIIIIII ))/2" WITH A 2=1 SLDPE ACROSS THE ENTIRE VERTICAL SURFACE -PTIDN7F F'y P \ �F w CE CE z I O O D U D O U DISCONTINUITY. /`• i s '�! sr ao-�iF kr 6. ENSURE THAT HORIZONTAL OPENINGS IN GRATINGS AND JOINTS 00 NOT � <^S. 4'MIN. VARIES VARIES 5'MIN. pERM1T PASSAGE UP A SPHERE MORE THAN SEE CURD CUT DETAIL //1 rz pp /2�� IN DIAMETER 5 � O �- I ,,5-.� (� 4 SIDEWALK C Hy C 10N OF TRAVEL S 7. OBJECTS PROTRUDING INTO OR OVERHANGING A PEDESTRIAN CIRCULATION 3 A 0 + y (n * VV PATW MUST NOT REDUCE THE MINIMUM CLEAR WIDTH OF THE PEDESTRIAN + �•a- �i„ �. � `� � y'^ - L �' ACCESS ROUTE PROTRUDING ODJFCTS INCLUDE STRFFT FURNITURE,STREET ' -ZV._ +' / -x. ) a-•'•^ U H R TA P T EIGHTS,UTILITY PDLES,EQUIPMENT CABINETS,SIGN POSTS AND SIGNS, ` �y U !� �5 FLARE D IZDN L OPENING DETAIL PARKING METERS.TRASH RECEPTACLES,PUBLIC TELEPHONES,MAILBOXES, r�� �5 OPTION `�. .¢,;,6.,I;.;ta;.-,,;;;:.a:;.;:;;;9: U) SEE NOTE NO. NEWSPAPER VENDING MACHINES.BENCHES.TRANSIT SHELTERS.KiUSKS. � i- SLOPE DRIVEWAY TD•FIT ,• i BICYCLE RACKS.PLANTERS AND PLANTED TREES,AND STREET SCULPTURES- <o�t �.� _ n n ADJACENT PROPERTY ENSVRE THAT OBJECTS WITH LEADING EDGES BETWEEN 2'3"AND 6' S^ ���qy m W•; SIDEWALK SURFACE m z W ABOVE THE FINISH SURFACE DO NOT PROTRUDE MORE THAN 4" O CURB ` "�i R �� N z uj 0 HORIZONTALLY INTD THE PEDESTRIAN CIRCULATION PATH, CURD AND r OPTION 9'Ai r cf RB (OPTIONAL) rD- U 8- PROVIDE DETECTABLE WARNING SURFACES ON PEDESTRIAN REFUGE ISLANDS GUTTER ems, ❑FFSFT SIDEWALK DRIVEWAY - � - SECTION B-B C = WITH CURB RAMPS OR WHEN CUT-THROUGH AT STREET LEVEL AND REFUGE a••'•'°,a•• . I (ll ISLAND WIDTHS ARE GREATER THAN SIX FEET IN THE DIRECTION OF V �l \\��//�i �• E PEDESTRIAN TRAVEL DO NOT INSTALL DETECTABLE WARNING SURFACES AT • _ ''�' o i U PEDESTRIAN REFUGE ISLANDS THAT ARE CUT-THROUGH AT STREET LEVEL �+ PREFORMED AND ARE LESS THAN 51X FEET IN WIDTH IN THE DIRECTION OF �,. ( EXPANSION JOINT = z v PEDESTRIAN 7RAVEL SEE STANDARD DRAWING 614-3 FOR DETECTABLE s- FILLER ISEE- g aw o Q u'_ z WARNING SURFACE DETAILS. -uP. ,�`>_ FLARE NOTE NO.4)OPTIO Q - 9, USE A BOND PREVENTATIVE BETWEEN THE SIDEWALK AND CURB WHEN ^a°¢ a m '� END OF S WORK T C h CONSTRUCTED SEPARATELY AND PLACED ADJACENT TO EACH OTHER. -J'r p U (o VERTICAL DISCDNTINUITY OF )/q"OR LESS 10. ALIGN CURB AND SIDEWALK JOINTS. CONSTRUCT JOINTS AT 5'INTERVALS o;^ C\\l V) THAT ARE APPROXIMATELY /e"WIDE AND /.i"IN DEPTH. CONSTRUCT A 2�,"�� R A qs SECTION D-D VARIES 4'MIN. VARIES VARIES (6 LONGITUDINAL JOINT WHEN THE SIDEWALK 15 &WIDE OR WIDER. INSTALL A -Xr, - q`-4g. SEE CURB CUT DETAIL Q DETECTABLE PREFORMED EXPANSION JHIN7 FILLER EVERY 4D'_ Fir. �, 2 DIPPED SIDEWALK DRIVEWAY - 7 SIDEWALK ,�yy •(n .� WARNTNG SURFACES - pPF- 11. DRAWING N07 TO SCALE. (SEE NOTE N0,F) \q 1�'� e_Q "'•I.�.: .: N O O _- SLOPE DRIVEWAY 7O FIT Li �•, � ADJACENT PROPERTY Q 0 � � VERTICAL DISCONTINUITY BETWEEN �/q" AND )/z'• We� az O W O SECTION C C Q 0 PEDESTRIAN REFUGE ISLAND DETAILS VERTICAL SURFACE DISCDNTINUITY DETAIL O_ SEE NOTE NO.5 oRlclaaL smrreo SONAL oRlclaaL smrreo ONAL oRIG)tan 5Tuxo NAL a N AT:lro. NG AT:iro. 5 LNG AT:LTD. 50 NG a. H_, C Haeev;m;laeb 4$ ENSF /� Haeev;m;le,e l!��Fi ENSF i� naeevwrle,e 4Fi ENSF 9µ �311 Wes(slate - (]2 Q ((� �311 Wes(slate O o COVBINATIUN DRIVEWAY 311 We,(slate a N Base,I" Q�CD< Ll�'� F� Base.ItlMe Q,' <�2L�1. Base.ItlMe a�CD Q a) REVISIONS sc�fs sHpwN IDAHO STANDARD DRAWING English G � REVISIONS scA fs sHpwN IDAHO m. STANDARD DRAWING English G'�� REVISIONS SCALES SHOWN IDAHO o STANDARD DRAWING English -Q NO. DATE BY NO. DATE BY NO. DATE BY ARE FOR IT'% 17" * * ° NO. DATE BY NO. DATE $Y NO. DATE BY ARE FOR IV% 17" * * ° NO. DATE GE NO. PATE $Y ND. DATE $Y ARE FOR Il"% 17" * p $IANDARD DRAWING NO. /,y'� STPNDARO DRAWING N0. /,y'� STPNDARD DRAWING N0. / -O PRINTS ONLY TRANSPORTATION , y0 tti' ,a S� 6 1 11.90 GE 6 OS-06 MSM PRINTS INTS ONLY TRANSPORTATION s •A tti' ,a S� 6 1 11.90 GE 6 OS-06 MSM pR INTS ONLY TRANSPORTATION l,9 °rr0 4i 2 09'93 MSM 7 05-07 MSM DRIVEWAYS r9 °'0 4i 2 09-93 MSM 7 as-07 MSM DRIVEWAYS r9 D o cwD TILE NAME'- DEPARTMENT �,,, SIDEWALKS 614-1 a C . 06E5tlAME: DEPARTMENT �%„ DRIcmAL SIGNED 6Y:KLVIN sAB AN 614-2 ya rFo� 3 12-94 MSM s 07-11) JAW cAnD TILE NAME DEPARTMENT �, 614 2 a Co 614-1-0615_d n ORIGINAL SIGNED BY'KFVIN SA13LAN OF, 3 12-94 MSM & 07-10 JAW 614-2_0615.tl n ORIGINAL SIGNED BY KEVIN SABLAN L (n DRAWING DATE'- OESIGN/TRAFFIC SERVICES ENGINEER O,LANG 4 o9-d2 MSM 9 P4-15 EG DATE'- DESIGN/TRAFFIC SERVICES ENGINEER 0,LONG 4 09-02 MSM 9 P4-15 EG DRAWING OA7E'- DESIGN/TRAFFIC SER�ICHS ENGINEER MAY,2D1s BOISE IDAHD SHEET 2 pF 2 5 06-Oa MSM R1L,189D BOISE IDAHD SHEET I OF 2 5 06-04 MSM APRIL,199D BOISE IDAHD SHEET 2 D 2 ILr` W � " I > C w o �Lu U Z O rAr' 0 W 0 m L Q a) Ca//811 CAUTION:NOTICE TO CONTRACTOR w BDiganYou THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS 0 ' v SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, W Lu MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE 0 E3 "� o CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO �/'� Ij REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO v� SHEET NUMBER 00 RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. V) 4 O2 Y