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Home My WebLink About13070002 Details C300rn 3 a Y J m ►- N � � � cii � � X � Q N r7 � � � � o � N a � . � J ao\ wo � �� I U o Q o z �; T � � o � Z m ( � � r o � ~ o �� a� � � o -� � T (/1 � J J 1 /4" 1 /2"R e � TOPSOIL � TOOLED CONTROL JOINT tO � q - 1/4", 1 1/4" DEEP •` r' fy � � � � �—) � �_ 6x 6 - W 2. 9 x W 2. 9 W E LD ED n � � �— � � �— � � APPLIED ANTI-SPALLING WIRE FABRIC '� I I—I I I=) �� COMPOUND BROOM FINISH '.� a: I I I—I I I= I ��—�� I . �. . '� . . .. �. � .. '. . . 9 � � ' : �. . .� ° a • i i I I I N .�:4�,-�-;. ;—.��., .�.-;�.., a =I I I=I I —N ��uND • •`�<, •� . � co REINF. PLACED AT I I I—I I I I I I .. BACKFILL . °' ��a 1/3 OF CONC. THICKNESS =1I1 , II I ° % � I — d � d' — — GwwUU�,R BACKFILL '�=I I I=I I I=I I I=I I I=I I I=I I I=I I I I�' ` (2) #4 �S CONTINUOUS __ __� No�s: '=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=� I� � � I I I�� I I I 1.) CONTROL JOINTS 5�-0" O.C. MAX. COMPACTED & WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 6" 2.) IXPANSION JOIM'S 20'-0' O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) NOTES: �� CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO WIDTH HAND T00� 3" RADIUS A DEPTH OF 1 1/2". CLASS "A" CONCRETE OF RAMP B 6�� CONCRETE PAD DETAIL 2•) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT IXPANSION JOINTS. 4' MIN. MAXIMUM SLOPE 12:1 3.) D(PANSION JOIM'S TO BE PLACED O 100' MAXIMUM. ga DEfECTABLE NO SCALE � SIDEW RqMP �� ELEMENTS A oo A 6" STRAIGHT CURB NO SCALE PLACE IXPANSION JOINT AT B HAND TOOL 3" RADIUS BACK OF CURB UNE OR AT Remo��e ta�� and labe(s. SIDEWIALK LINE PAVEMENT RAMP SIDEWALK Prune only dead or broken brancl�es or �iouble leaders at planting time. PLAN V) EW 4 `'' w Z � NOTE: W � z JOINTS SHALL BE CUT f- APPLIED JOINT SEALER � g o WITH A JOINT R HAVING A Z � Root Collar�' Flare: NOTE: DEIECTABLE WARNINGS ON WAUCING SURFACES SW4U. SECTION A—A TOOL BOTH SIDES OF � a � �» CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMEfER OF EXPANSION JOINT 1/2" PREFORMED W J RADIUS OF 1 4 AND FILLED � �'- Collar shall be level or up to NOMINAL 0.9 INCHES. A HEIGHT OF NOMINAL 0.2 INCHES AND � W o WITH JOINT LLER. � Z EXPANSION MATERIAL z ]" �" above finished grade. A CENI'ER-TO-CEM'ER SPACING OF NOMINAL 2.35 INCHES AND EXPANSION JOINT (TYP.) � � � o . , . a. _ cn � � z 5'-0" BETWEEN � o ?"-�t" of har�du-�od mulch. rlged v� ood SHN1 CONTRASf VISUALLY WRH ADJOINING SURFACES, EITHER � o. w o z : •,• • ^'! w N � � CONTROL JOINTS o N chips or similar mulch. Keep mulch Remove any excess soil to locate LIGHT-ON-DARK. OR DARK-ON-UGHT. . � Q c� � 2"-3" from trunk. and expose root flare. a ;; ° a .,' ' > > THE MATERIAL USED TO PROVIDE CONTRA.ST SHALL BE AN `Y � Soil grade. INTEGRAL PART OF THE WAL.KING SURFACE. ��crns� SECTION B—B CONCRETE SLAB 20' BEfWEEN EXPANSION JOINTS MAX. WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM EXPANSION JOINT TO Backfi(1 usin� existing s�il. Water --�!'' { Score sid�s of the ADJOINING WALKING SURFACES IN RESILJENCY OR BOITOM OF PAVEMENT , thon�u�f�ly t� eluninate air poekets. `�� planting pit �-alls. SOUND-ON-GWE CONTACT. � a. w W -�,:.:A�::.i. ��:r�� r x rr �W� W- •W W W EXPANSION JOINT DETAIL � •z kr �y '` � • i J:�, : a:. . . . . � ' •.:�� . •Wr .W. .W. .W. •W. � W W• �W+� +. � �' ��ta..�.. }:t�,1:.}�� ' . � .:-' ...". 'i:i:`2's ♦ • • 'y' r 4�. y _�!F' {� N*„ �.c• T. � i:�, ~ "" ��`� �� ' ��` °�`�`��"�� y y ��/ CONCRETE WALK SECTION � NO SCALE �\ • f.�` ."'^ �• - ��•<..,_l ..n{ i Fx K:: ' � . W ♦ • W . • W • \ ♦ -'a`i:i �•��: x'.:�c`%+.. � "rti,y�.�'r a^� � � �� j�' -:.w=,�F��.�:ir.<}i:�z :;,,�..r,- ._ }.,�..'� _�„«.�,:;. �;;:;F;�.�„�r�` /��j\� y y y NO SCALE •�-..:� nt4:,�•r;... �r.d \//\�/\ "°� /\/\ y �� \�/�\�/�\ ��i��i� �i��i� �/\\j/\\ y �� \�� \�� \� \� \ \ \/\/\�/\�� \�% �� / �/ �/ �/ �/ �/ / / / / ISOMETRIC VIEW ��\��\� \\� \\� \\� \\� \��\��/ NOTES: \\ 1. WHEN THE INTERSECTION IS NOT SIGNAUZED, SIDEWALIC RAMPS SHALL BE PLACED ON THE Leave soil lmder ball undisturbed RESIDENIIAL S'TREET SIDE ONLY. WHEN INTERSECTION IS SIGNAUZED. SIDEWALK RAMPS 6x6 - 10/10 WELDED SHALL BE PLACED ON BOTH RESIDENTIAL STREET AND ARTERIAL STREET SIDE. TOOLED CONTROL JOINT 1/4" WIRE FABRIC to support raot ball and reduce settling. 2. CURB CUT RAA�IPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED. WIDE, MIN. 1" DEPTH RA 3. W1bIPS SHALL BE PROVIDED AT ALL CORNERS OF STREEf INTERSECTIONS WHERE THERE IS APPLIED JOINT SEALER APPLIED ANTI-SPALLING BROOM FINISH IXISTING OR PROPOSED SIDEWALK AND CURB. PROPOSED TOOLED EDGE COMPOUND 1 li2 - 2 kimes ball diameter 4. SURFACE TDCTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING, BUILDING Q � TRANSVERSE TO THE SLOPE OF THE RAMP. „��._,._, �.,<�� ,.�, � �- 5. SIDEWALKS SFWLL 8E RA�APED WHERE THE DRNEWAY CURB IS EXTENDED ACROSS THE WALK. ' a• � SHRUB PLANTING DETAIL 6. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS .� IN GRADE. 1 /2" PREFORMED `� � 7. DRNNAGE STRUCTURES SHALL NOT BE PLACED IN LJNE WITH RAMPS. EXCEPT WHERE EXPANSION MATERIAL • • , -------_ r�or To sc�i.� , � . D(ISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, LOCATION p 4" GRANULAR BACKFILL N OF THE W1bIP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE. ' � � I— I I I I I I— I I I— I I I— I I I— I I I—� '- 8. THE NORI�IAL GUTTER LINE PROFlLE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. �� , ; a' I I—� I I-I I I=I I I-I I I=I I I- i,,� 9. IXPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM 1/2" WIDE. THE TOP OF THE JOINT CONCRETE COMPACTED AND WELL � " � FlLLER FOR ALL RAtitP TYPES SHALL BE FLUSH WITH ADJACENT CONCREfE. � � I DRAINED SUBGRADE 0 10. CROSSWALK AND STOP IJNE MARKINGS IF USED SHALL BE SO LOCATED AS TO STOP � 10 OR FULL PANEL _ NOTES: N TRAFFIC SHORT OF THE RAMP CROSSING. � EXPANSION JOINT TO 1.) CONTROL JOINTS 5'-0" O.C. MAX. 11. SLOPE OF RAMP MAY BE MODIFlED WHEN FlELD CONDITIONS WARRANT AND WHEN APPROVED BOTTOM OF PAVEMENT (SEE PLANS FOR ANY VARIATIONS) � BY THE DEPARTMENT OF TRANSPORTATION. 2.) IXPANSION JOINTS 20'-0' O.C. MAX. �, (SEE PLANS FOR ANY VARIATIONS) � SIDEWALK RAMP F�R DISABLED TYPE I EXPANSION JOINT AT � NO SCALE BUILDING DETAIL CONCRETE WALK DETAIL � NO SCALE NO SCALE � .� a 0 � 100' 0 Q /� r-STANDARD 2" , „T I � TOP OF CURB I m HANDLES �� GAUGE STEEL 10, � SUSPENSION SYSTEM � ^ � v v�� . . � a o 0 o v o c o 0 o p a o . _ e �. . . ° • • 9. , • • ' .� . . . I . a . . . . � �� ,�. w�r� •�, °co,� e V � , /W[r. o,' �� .. � • � `•'', I� � 11 . PAVEMENT BOTfOM OF CURB .� � . . w °. e� TRANSVERSE CONTRACTION JOINTS (TYP.) � N TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP.) �t- � � � � � NOTE: � WHEN BUILT IN CONJUNCTION WITH CONCREfE PAVEMENT, D(PANSION AND � j CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE STAINLESS PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT � STEEL BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO ° CLAMPING CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS j REAR CURB gqNp CONSTRUCTED. IXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL •� GUARD FLAP REfURNS AND AT INTERVALS NOT TO DCCEED 100 FEET. CONTRACTION JOINTS U WITH MAGNEfIC SHOULD BE INSTALLED AT 10 FOOT SPACING. / TIE-DOWNS REPLACEABLE SEDIMENT � BAGS WITH GEOTEXTILE c FlLTER FABRIC CURB JOINT DETAIL .Q � TYPICAL CURB BOX TYPICAL FLAT/RECTANGULAR/ROLLED CURB TYPICAL ROUND NO SCALE ° INLET FILTER INLET FILTER INLET FILTER O � 1�IBLLAIlQM: M 1. REMOVE GRATE 2. DROP FLEXSTORM INLEf FILTER � ONTO LOAD BEARING LIP OF •� FLEXSTC7RM lrtlet Filter Specifications CASTING OR CONCREfE STRUCTURE O 3. REPLACE GRATE � W�}11E�1 Geotextile Sedirnent Bag Specs (2 ft u�l) U Pi,t�i_..:_i n..�.�._..a.. T.,..411Ma4..,,.�[ \1 I��e !n„c\ _ � � . _ .�. � � . . �.. " _ _ � _ '. _i " _ - . . _ _ - _. � . 0 � Grab Tensile ASTM Q 4632 255 x 275 r o Puncture Sttength ASTM D 4833 135 Ibs 2 Trapezoieial Tear ASTI�/I D 4533 75 Ibs � UV Res istance ASTM D 4355 90% � j App apen Size (�Sj ASTM D 4751 20 Sieve ta�a� ALL PRODUCTS MANUFACTURED aEaceo BY INLET dc PIPE PROTECTION, INC � DISTRIBUTED BY ADS � Perm it��ity ASTM D 4491 1.5 / see Q^ WWW.INLETFILTERS.COM Mw 866) 287-g655 PH �� 630 355-3477 FX Water Flow Rate ASTM D 4491 200 gpm/sqft „�� I FOOINLETFILTERS.COM a Sediment Removal �� p�351 82% C IPP Flexstorm Specification � � EfiFicieney(8°lo mixj � �,�� oF� / w 0 � C� „��, . � �.,. �� ;� � �.. : �` � � 600 E. 96th Street, Suite 100 Indianapolis, IN 46240 317.808.6000 • 317.808.6797 (fx) Consultant WOOLPERT 7635 INTERACTIVE WAY SUITE 100 INDIANAPOLIS, IN 46278 317.299.7500 \�/ WOOLPERT � F-- Z W � W � O L.i... � � - V Z � � � � M . � � � W V Z V J V J 0 I..L V Z 0 � .� — G Q Z ISSUANCES � .� � { .. ,,� w � � Q � � L1J � � � � z O N � N � � Q Q � z w � � U ;t � d,{, � V J � � � W � # Description Date DRAWING INFORMATION Scale: AS NOTED Date: 07/09/13 Checked By: BJH Drawn By: PJD Duke Realty Job #: A/E Job #: DRAWING / SHEET TITLE DETAILS SHEET NUMBER