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HomeMy WebLinkAboutVINE_HEALTHARE_ADDITIONS-C5.2-CARMEL-DETAILSNOTE w = JOINTS SHALL BE CUT - w s w o LWTH A JOINTER HAVING A o s co RADIUS OF 1/4- AND FILLED p g G 0 WITH JOINT FILLER. W M a z �a rc �a u o i F Gr WIDTH OF WALK OR MAX 6' 0' N o BETWEEN TRANSVERSE JOINTS PREPARED SUBGRADE COMPACTED IN ACCORDANCE NTH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES EGDED AND BROOM FINISHED . NO'PICTURE FRAME FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE C DEPTH OF CONCRETE AND 6' COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REWIRED 03 STONE WLL BE USED AT A MINIMUM OF 4% NTH EXCEPTION OF ACROSS DRIVES Crosswalk /W Rehm Curb W W W W as RLyuired I© Sidewalk 2O ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP ADJACENT CURB as Required Crosswalk Markmga Buffer Q Sidewalk Q2 ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP WITH BUFFER RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City I Camel �VT�1M1�Dx�4TWML DATE: 09/24/19 U O 3' TOP SOILy COMPACTED BACKFILL BITUMINOUS PAVEMENT CUSS 'A' CONCRETE D=a° STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WTH CONCRETE PAVEMENT SHALL BE SMIIAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION MINES SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY S MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKAWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 WILL DAYS HAVE PASSED AFTER PLACING CONCRETE SULL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS NOTES: Q1 A turning space is not required at the top of the ramp for a one-way directional perpendicular Cum ramp. O2 Where there is no buffer between the sidewalk and curb the preferred minimum sidewalk width is 6 R Where a buffer is placed between the sidewalk and curb, the preferred minimum sidewalk width is 5 ft. See Standard Drawing Sedes E 604-SDWK for sidewalk details. LEGEND: Q Buffer or Other Nan -Walkable Surface Q Ramp Q Detectable Warning Surface /s/rE&a&tfi W. TfiOx 03115/16 DEIGN STANDARDS ENGTFEER GATE /s/Maf$A. Stiffer 03/18/16 OAF ENGINEER 0.41E T B P Sidewalk Expansion Joint SdeW3\K 0eJ. ET Sidewalk Expansion Q ED U w W lr Z o C� cD Q o Ci a U CURE- MEASURED AT PROPERTY LINE RADIUS 30' MAX RADIUS BO' 1/2' 30' MAX MEASURED AT PROPERTY 30' RADIUS COMMERCIAL DRI I/EW4 YS NO SCALE PER CITY ORDINANCE I� q NOTES: USE FOR DRIVES NTH ALL CURB TYPES EXCEPT ROLL CURB CONCRETE DRIVE AND/OP SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 6' CONCRETE, 6- COMPACTED AGGREGATE, NO. 53 AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL UNITS AND THE EXISTING CURB REMOVED. PROVIDE 30 RADIUS REGARDLESS OF SDEWALK/PATH LOCATION PATIN/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PUN) B` NOTES: 00 9 / 0 The bottom edge of the turning space and top of Curb shall be Rush 0041 with the edge of adjacent: pavement and gumber line. Sidewalk Expansion Joint The turning space shall have a minimum clear dimension of 4 ft x 4 ft and a running slope of 2.00% maximum. Where the turning space is A �•6 ` constrained at the back of the sidewalk, the minimum clear dimension \ / 2 00 ux ,0 c,Yeoe�cyde shall be 4 ft x 5 ft, with the 5-ft dimension in the direction of the ramp Jv ( Ino6\e running slope. 3 ® 6 33 O - Ramp Length, Q curb ramp surface shall be coarse broomed transverse to the running u. °Eiei: slope. NWT. 3 Component Slope Equations: O4 Where there is no buffer between the sidewalk and Curb, the preferred Q p minimum sidewalk width Is 6 ft. Where a buffer Is placed between the F" Ell 1 - Elev. 2 ate% sidewalk and curb, the preferred minimum sidewalk width is 5 ft. See Ramp u, = Ramp Length, Standard Drawing A Running Slope n9 Series E 604-SDWK for sidewalk details. \� Ramp u _ I Elev. 4 - Elw 3 < B 33% See Standard Drawing E 604-SWCR-01 for cross slope exceptions. Crosswalk Running Slope ' Ramp Lergtha Marking 6. See Standard Drawing E 604-SWCR-12, -13, and -14 for Detectable Turning Space Ramp u = Elm. 7 - Em. 6 s 2.00% Warning Surface placement, configuration, and details. Ramp Width Cro�Slope Sidewalk WitlN Length, Ramp u, = I Elev. 9 - Elm. 10I s 2 W% 7 See Standard Drawing E 604CC57-01 far sidewalk expansion joim Cross Slope Sidewalk Width details. Turning Space Elev. 2 - Elm. 3 I < 2 00% ss 5 CroSlope Ua= mng Space Wxlth- TuQ Turning Space I Elev. 6 - Elm. 5 I Running Slope Us Sidewalk Witlth 5 2.00% LEGEND: Length, Turning Space O Ramp Length, Sidewalk O Ramp Wirth Elm. 1 De[xGDIe Warning Surface Ella U4 Eli 2 u, O Turning Space E INDIANA DEPARTMENT OF TRANSPORTATION 3 Detectable Warning Surface (DWS) ` PARALLEL CURB RAMP I SECTION B-B COMPONENT DETAILS Ct Sidewalk Wldh® EPTEMBER 2018 r-0° STANDARD DRAWING NO. E 604-SWCR-08 Elm 6 Mm. ua Elm -SQL ,..�,�HW phr',,. r,se s oY�ro /s/E=6ethW rPhdRps 03129118 1 ',A; Pavement = "' NO. N : DESIGN STANDARDS ENGINEER DATE -W 'E Detecable Warning Surface Surface���. ,_�. 2 0 10200124 re , ;a (Di 6"min. 'A srATear c�� SECTION A -A Below DWS '�'.Fs aNrw.. sxov' ` IEFIsl�ENGINEERohn cIue 04/CATE CARMEL CONCRETE/ADA DETAILS L STATE OF w K 'ILL N z V < � m m o 0 F 0 Q U � n C/] 0 /] a CLI M � W N d i P M O Ida N a Wiiz .^.n i Z CX LL Fri a ,a ci a x W F- Z W (J Q U n (9W. N I_ ULM zom W p w V N U oza rSV Q Z Q P Q Kwh vi D/ Z OQ= NVd LD 0 Z W QO Q z U ILL2 JZ <z W Q to whe = Luc 0. O � X Z Z OE Q �U 0. > DRAWN BY TEN CHECKED BY: ALD PROJECT No, 1805-008 SHEET No. C5E2