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Home My WebLink AboutC800 Details-C804MAX.50' � � 'MAX. 50' TOP OF CURB SEE STREET DIMENSIONS BELOW RIGHT-OF-WAY 56'-0" LOCAL STREET 0 00 U D L a)D c) U EL 0- U00Lo N - Q Ln �6 N CO U) : o CD N CD CD L L U) 3" TOP SOIL COMPACTED BACKFILL 24" MINIMUM I 18" RADIUS D=6 1/2' CONCRETE ROLL CURB & GUTTER NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB INSTALL NON -WOVEN FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE- CONCRETE CURB OR CURB & GUTTER PAVEMENT `j.::::��.�• ''" • :: } :ems'. ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION Z_ O 1 N -DOUBLE WALL PIPE, PERFORATED HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT z_ PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS 6" 2" RAD. CONTROL JOINT °a d U °d ° \D O d d a PAVEMENT d d a° Oo° oo 00 45° d p Oo0 °p�00 00 8 00 C 0 da PAVEMENT \ / \ / BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS �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° ° - d ° d a d a ° d L— 6x6 W1.4xW1.4xW.W.F. o°O °°0 0 2 - #4 O ° C� C� d ° P000 O° °o 00.6) 4" OF COMPACTED NOTES: AGGREGATE SIZE #53 ° 0o°O ° UNDERDRAIN o� - 0 ° d a 6" l . SHALL HAVE 1/2" EXPANSION JOINTS '. @ 48'-0" MAX. AND @ ENDS OF RADII. NO SCALE 4" OF COMPACTED ° °9000 1" PREFORMED JOINT FILLER WITH SEALER. AGGREGATE SIZE #53 8 d O o6) 2. CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH �00_ o ° d OF TOTAL THICKNESS OF SLAB @ 6-0" MAX. NOTES: poo°O k000 3. REBAR AND WELDED WIRE FABRIC SHOULD BE PIPE SHALL CONFORM TO SPEC REQUIREMENTS M O o6) d ° o8) STOPPED 2" SHORT OF AN EXPANSION JOINT. OF SECTION 718 OF STANDARD SPECIFICATION 1 4" 3" 4" 4. CONTROL JOINTS, EXPANSION JOINTS AND EDGES 11 OF SIDEWALKS SHOULD BE HAND -TOOLED AFTER INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT 6 EACH FINISHING OPERATON. AND WHERE REQUESTED BY THE CITY ENGINEER 5. PROVIDE A EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS, CURB & WALK DETAIL STORM STRUCTURES, AND AT SUCH OTHER POINTS NO SCALE AS INDICATED ON THE DRAWINGS. Cl Ty OF CARMEL STANDARDS STANDARD DRAWING MONOLETHIC CURB AND WALK UNDERDRAIN 10-12 NOT -TO -SCALE CONTROL JOINTS SHALL BE CONTINUOUS SAWED OR PLACED EVERY 5FT ON CENTER HAND -TOOLED JOINT, -4" MAX. SEAL JOINT PER SPECIFICATIONS EDGE RADIUS = SLAB REINFORCING D/4 -2" MINIMUM D/3 -4" MAXIMUM 411 I 2" OF CRUSHED 2" CLEAR 2" CLEAR STONE OR SAND NOTE: 1. SAWCUT JOINT AS SOON AS POSSIBLE WITHOUT RAVELING THE EDGE OF CONCRETE. TYPICAL CONTROL JOINT NOT -TO -SCALE SELF LEVELING SEALANT 1/2" PREFORMED EXPANSION JT. CONC. PVMT. — 1/2" PROTECTION BOARD EXPANSION JOINT NOT -TO -SCALE 3" TOP SOIL 18" RADIUS GUTTER TO FORMED TO ENSURE DRAINAGE AWAY d d FROM CURB ° a ° FLOW a° d d d d a ° ° d ad ° d CLASS A CONCRETE 4 d d d m d ° d ° BUILDING FACE COMPACTED / AACKFTLL BACKER ROD NOTES: WATERPROOF INTEGEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE MEMBRANE CURVE ALL EXPOSED SURFACES EXTEND JT. MATERIAL DAMPEN SUBGRADE BEFORE PLACING CONCRETE TO BOTTOM OF PVMT. CONTROL JOTNTS EVERY F ON RADTT OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION J01NT EVERY 50' MAXIMUM. SUBGRADE NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNT1L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL CONFORM TO CTTY'S CONCRETE CURB POLICY IN ALL RESPECTS CONCRETE ROLL CURB & GUTTER (REVERSE LIP) NOT -TO -SCALE MIN. 3" TOPSOIL MIN. 3" TOPSOIL 2' 14' * I 14' �c SEE TYPICAL STREET SECTIONS BELOW TYPICAL SECTION LOCAL STREET NO SCALE LEGEND HMA PAVEMENT Q 1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON 2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON 3'- 330#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON 6" COMPACTED AGGREGATE #53 ON INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C Q UNDERDRAIN - SEE STANDARD DRAWING 10-12 (� SIDEWALK - SEE STANDARD DRAWING 10-18 » CONCRETE ROLL CURB AND GUTTER - SEE STANDARD DRAWING 10-13 0 SODDING 2'-0" ASPHAL SHOULD] SEE CARMEL STANDARD PVMT CROSS SECTION ABOVE 2'-0" ASPHAL SHOULD] 24'-0" (PRIVATE - BLOCK A) 20'-0" SLOPE: 1/4"/FT. SLOPE: 1/� 4�/FT• • • COMPACTED • • SUBGRADE DOUBLE WALL PIPE, HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS III —I TYPICAL ROAD CROSS-SECTION SIGILLARY LANE NOT -TO -SCALE 22'-0" (PRIVATE - BLOCK A) SEE CARMEL STANDARD PVMT CROSS SECTION ABOVE 18'-0" —SLOP: 1/4"/FT. SLOPE: 1/� 4" FT. • COMPACTED SUBGRADE DOUBLE WALL PIPE, HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS III —I TYPICAL ROAD CROSS-SECTION RAYLE DRIVE NOT -TO -SCALP. NOTES: CROSS SECTION DIMENSIONS ARE BASED ON CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN) ALL PAVING IS TO BE COMPLETED 1N ONE PAVING SEASON 2'-0" SPHALT OULDER 2'-0" SPHALT OULDER MIN. 3" TOPSOIL MIN. 3" TOPSOIL z F wun > U F� w a Q > o Ca STOEPPF�'�.,. -° No.� s- 19358 0 STATE OF ; �Q i,`S`S/ONAL 0 Q W w H rx w U Q z I —I F� � z � o C � N W � W c I� V L l �_4 W U DRAWN BY: ADG CHECKED BY: BAH C8041 SHEET NO. S & A JOB NO. 60160HAM-S2