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Z m _0_0 � > �0 0�- >10 0 0 J J VARIES APPLIED ANTI-SPALLING CITY OF CARMEL CONCRETE CURB POLICY '``,-=�Q,gn;f}F����ttas,, COMPOUND ,, os �'' ' TOOLED CONTRACTION JOINT 1"RADIUS TOOLED iii Preformed expansion joints shall be laced at 4�� °°`��� q Yy:. 1 /4" WIDE, MIN. 1 1 /2" DEPTH ROUND EDGE DETECTABLE WARNING ELEMENTS (TYP.) 1)General (2) All spongy and yielding material that does not readily 4)Concrete Curb ) P j P " A)The work subject to the requirements of this policy shall compact shall be removed from within the slope stake A)General intervals of 50 -feet or less, at all castings, the v a " ' s' beginning and end of all curb returns, the end of each �� N� , , � �� �� M 1 8 FT. PAVEMENT A limits prior to embankment operations. i) This work shall consist of placing concrete curbing on 9 9 M , a I,; • • • • • • • • • • • • • • include the production, hauling/delivery, excavation for, ; . . .. - . • • • • • • • • • • • + . • • • • lacin installation ointin curin finishin ,and other 3 An pronounced depressions within the slope stake pre ared soil sub rades or A re ate Bases in days work and where abutting existing construction. In ..� pad " v + �' V • 'Y • • '1 * • P 9• 1 9• 9 9 O y P P P P nce with Section 105.03 of the Standard addition to these requirements, expansion joints in N , a ° + + • • • • • • • • • • + • + • • • • + • • • • • ► + GRASS • . • • • + • + + ,° .. work necessary to prepare foundations and soil subgrades, limits resulting after clearing, grubbing, scalping and accords integral curb and sidewalks shall be located at the same > _0 %%° I F,1, ' -�`° -:'may-- �`�`+` :`- . a 'th 't bl t I 1 p .. ." �. 4 S eci ica ions a a •. t e •4 `�� 6x6 - 10/10 .... GRANULAR WELDED BACKFILL WIRE FABRIC . Je •, t COLO MPACTED SUBGRADE 6' r:• . •. .. 4. s 4" REBAR CONT. AT TOP & BOTTOM ;. 4 I be refilled wi sw a e ma ens f I removal snail P � � to soi � to curbing within �' . s and install concre ,• � II aggregate ba es ansio I instaP location as the ex in the adjoining sidewalk. ,� t 9 loc n joints ,� � �.. P �, J 1 9 red soil cted on prepared �S II be constructed � � ' n 203 of the to curb shall �. with Sectio ii)Concrete •, 'n accordance P P I and compacted i , the Ci of Carme ) ' the corporate limits of ,. within P � ." City •n , P hin and Cun property F FIrns and existing or proposed right-of-way. Standard Specifications prior to embankment subgrades or Aggregate Bases to the dimensional ) 9 9 ��d�£/a �t;r��,� 9 P Pi The concrete curb shall be finished and cured in r ,rrfr a,,t4�at:: B)This policy shall be the basis for acceptance of the work operations. standards of the applicable City of Carmel Standard ) accordance with Section 502.14, 502.15, 504 and _-•' '' -_ �__.11� 'a by the City. Failure to adhere to the requirements of this (4) Prior to the construction of any embankment, the Details or in accordance with the curbing details of the - �._ n as' f of the Standar Specifications. policy may result in non-acceptance of the work or other original ground surface within the limits of the slope approved construction documents. 605.04() d Sp ound shall to all exposed ii Curin coin be applied remedies outlined in this policy. stakes shall be leveled and the upper 6 -inches shall iii) Materials used in the production of the concrete for ) g p pp p C)Workmanship, materials and quality of the work completed be compacted in accordance with Section 203 of the the curbing shall be in accordance with Section 605.02 surfaces on slip -formed concrete curb. For formed shall conform to the 2006 Standard Specifications of the Standard Specifications. of the Standard Specifications. High early strength concrete curb, curing compound shall be applied to all Indiana Department of Transportation (hereinafter referred (5) Embankments shall be shaped to be well drained and admixtures may be utilized but shall not be considered exposed surfaces including sides after any forms are to as Standard Specifications), except where deviations are shall be protected to prevent erosion. in waiving any requirements of this policy. removed. allowed or specified herein, or variances are granted. (6) Loose depth of each embankment lift, final iv) Equipment utilized for concrete curbing installation ill) The concrete curb shall be allowed to cure for a D Where the minimum standards of an other overnmental compacted depth, compaction method and compaction work, including but not limited to production, minimum of 5 -days prior to commencing backfilling 1. CONTRACTION JOINTS 0 BE1. ) y 9 operations adjacent to the concrete curbing. = WALK a A8(,1& W 6• a enc havin concurrent jurisdiction exceed these requirements shall be in accordance with Section 203 hauling/delivery, placing, installation, jointing, curing, A MINIMUM OF 1 1/2� DEEP ''� PgVE#iIEtIT' Gam, FAVEtiENT PAVEMENT GRADE 9 y 9 J of the Standard Specifications. finishing and miscellaneous/ancillary activity shall be in G)Backfilling 2. SEE CONCRETE WALK SECTION FOR A standards, the higher standards shall apply. E)If any plan or other note or specification on the approved C)Soil subgrades accordance with Section 508 of the Standard i) The spaces adjacent to the concrete curb shall be LOCATION OF JOINTS. !k6 construction documents exceeds the minimum standards of i) subgrades shall be installed on foundations constructed Specifications. backfilled in accordance with Section 605.04(8) of the 3.) FULL DEPTH SEPARATORS ARE NOT WALK O PAVEMENT GRADE this policy, the higher standards shall apply. in accordance with Section 2(A) and Section 2(B) of this v)Concrete production, mixing and hauling/delivery shall be Standard Specifications only after the concrete curbing is PERMITTED EXCEPT AT EXP. JOINTS. F)Nothing contained herein shall be construed as prohibiting policy and only after the installation of all utilities and in accordance with Section 502.10 of the Standard inspected and accepted by the Engineer in accordance Z the design and construction of improvements meeting subsurface drains indicated on the approved construction Specifications. with Section 5 of this policy. O PLAN VIEW higher standards, nor as discouraging petitions to documents to be located under the pavement are vi) Installation of the concrete curbing indicated on the ii)Backfilling operations shall be completed prior to opening Cl) SECTION A -A appropriate governing bodies for variances for alternatives completed. Trench backfilling work of these installations approved construction documents shall be completed in the area to regular construction traffic. which can be supported by advances in technology and shall be in accordance with the City of Carmel Trench the some paving season. 5)Inspections W are approved by other agencies with concurrent jurisdiction. Backfilling specifications. B)Preparation A)AII materials furnished and each part or detail of the work W G)AII work shall comply with the requirements of Section ii)The subgrade shall be shaped to the required grade and i) The soil subgrade or Aggregate Base shall be subject to will be subject to inspection per Section 105.10 of the 105.03 of the Standard Specifications. sections, free from all ruts, corrugations, or other additional proof rolls in accordance with Section 203.26 Standard Specifications for the purpose of ascertaining H)For the purposes of this policy, where the term Engineer irregularities. of the Standard Specifications just prior to placing the that the work is in substantial conformance with this policy . is used in e, °d' e ' p. a °' "e shall mean:this policy and the Standard Specifications, it iii) The p subgrade shall be uniformly prepared, compacted HMA courses 3D(iii) of thiel policy. accordance danc with leection shall bed and the approved construction documents. and a roved in accordance with Sections 207.02, B)The Contractor shall notify the Engineer a minimum of . ' . 'd ° o G e 6 e O d ° . ° 4 ' � '' d 207.03 and 207.04 of the Standard Specifications. corrected to the satisfaction of the Engineer before 48 -hours in advance of commencing any work subject to e I a)The Carmel City Engineer, staff of the Department of 9 c+v d s established thispolicy. .. a." a d - ' 0 0 00 a . '- d ° '+ e: .'e *0 a �Q e e , �- e • . A Engineering, other personnel employed by the City of iv) subgrades shall be inspected and approved by the placement of any concrete curbing. the standard by hi t5 d . °. A e - O O O '< . .. ° -. 4 d bc < Engineer before an aggregate base or concrete curbs C)The Contractor shall schedule proofrolls with the Engineer a' ... e O o 0 .°' 9 �, d o o ° <.e Carmel, or authorized agent(s) that may be retained to 9 Yii)All displacement or rutting of the soil subgrade or (n - 4 O O ° I� 4 ° e tl I °< are constructed. A proofroll shall be conducted in A re ate Base shall be re aired rior to placing a minimum of 48 -hours in advance of such proofrolls. A ,° 'd _e. � ' 00 ,'d tl a, ° A b oo a - e .Q. ' e. ,.' re resent the Cit of Carmel. Aggregate P P P 9 e ' e ° ° d v . o o _ , a \ I °a. o;o d' <_. . .. ' < P Y accordance with Section 203.26 of the Standard concrete curbin D)The Contractor and Engineer will conduct an inspection of 0 . . ' . ' o o . ,' ' . . . tl . . . ' ' . , e' ii)The Hamilton County Highway Engineer, staff of the g• . : ° 6 'e 0000 .Q a .. ° e ° a4. , d .q . O Specifications. Unacceptable areas shall be corrected to C the new concrete curbing for any damage, including m Hamilton County Highway Department, other personnel )Weather and Seasonal Limitations employed by Hamilton County, or authorized agent(s) the satisfaction of the Engineer before the placement of i) Concrete curbing shall only be placed in accordance with freezing or random cracks. The inspection and all any Aggregate Base or concrete curbing. Section 502.11 of the Standard Specifications. There necessary repairs stall be completed prior to backfilling that may be retained to represent Hamilton County P W \ v)At the discretion of the Engineer, Subgrade that has shall be no provision for installation below the operations. F_ Highway, depending on the location of the work. satisfactorily passed a proofroll, but remains uncovered temperatures specified. E)Sampling and testing of materials, equipment or Q SECTION B -B 1) Authority of the Engineer over the work shall be per P P \ Section 105.01 of the Standard Specifications. for a period of 14 calendar days prior to placing ii)No mixture shall be placed on a frozen subgrade or construction work may be required at the expense of the p N Aggregate Base or concrete curbing or is subject to a Contractor at the discretion of the Engineer for the o J Prior to commencingthe work, the Contractor performing Aggregate Base. Pe 9 measurable rain event prior to placing Aggregate Base or purpose of ascertaining that the work is in substantial NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF the work shall contact the Engineer to schedule a iii) Under no circumstances shall concrete curb be concrete curbing, shall be subject to additional proof conformance with this policy and the approved construction p NOMINAL 0.2 INCHES AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. EITHER pre -construction meeting to review the Engineers rolls prior to placement of the Aggregate Base or placed between December 15 and March 30. documents. Sampling and testing shall conform to the Z LIGHT -ON -DARK, OR DARK -ON -LIGHT. construction requirements, staff notification requirements, concrete curbing. iv) If a soil subgrade or Aggregate Base over which requirements of the sections of the Standard Specifications required inspections for certain stages of the work and to 3)Aggregate Bases concrete curb is to placed, is placed and approved by applicable to the portion of the work suspected to be O THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INITGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES review the authority of the Engineer as it relates to the the City prior w November 30, placement of the non-compliant or as directed by the Engineer. SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. work. A)i) This l concrete curb will be allowed up it December 15, i) This work shall consist of placing a compacted provided that the ambient and soil subgrade or F)Where the Engineer determines that is necessary to K)Under no circumstances shall work subject to the P confirm coin Bance with standards of quality or thickness, Aggregate Base on a prepared soil subgrade in Aggregate Base surface temperature complies with the P • q y n standards established by this policy commence withoutP P concrete curb shall be cored and tested at the expense of 0 CO N accordance with Section 105.03 of the Standard P m DISABLED RAMP WITH MULTIPLE obtaining approved construction drawings by the City of requirements of Section r the s this policy and the the Contractor. The average thicknesses of the curb must z � _ Specifications. paving contractor a for the services of a full time � (n M Carmel Department of Engineering. P 9 pay equal or exceed the minimum prescribed b the roved H O � ii) Aggregate Base materials shall be in accordance with construction inspector and who shall act as an q P Y PP O O m DISABLED STALLS ALONG A WALK DETAIL L)p the sole discretion ti the Engineer, the portions of this P construction documents. U Section 301.02 of the Standard Specifications. authorized agent of the Engineer. The Engineer shall W � policy related to inspections and testing of work subject to 9 9 9 G)Such inspections shall not be construed to relieve the the requirements of this policy outside of the right-of-way iii) The Aggregate Base material shall be obtained from select the construction inspector. " W q P y 9 y a Certified Aggregate Producer in accordance with developers engineers or contractors in any way from their O � Cn p NO SCALE shall be determined at the re -construction meeting. v)If the ambient and soil subgrade or Aggregate Base P g' Section 917 of the Standard S ecifications. obligations and responsibilities under their contracts. W Q W IX Y P surface temperature complies with the requirements of Specifically, inspection b the Engineer, or retained M) Dimensional and other standards for concrete curb shall P P q iv) The Aggregate Base material shall be handled and Section 4C i of this policy between April 1 and April 15 P Y' � y 9 y d D D D U be in accordance with the City of Carmel Standard Details. (�) P cY P P ' engineers or testing agencies, shall not require them to transported to, and on, the work site s a manner that concrete curb shall be allowed to be placed on an N)Under no circumstances shall material other than Portland assume responsibilities for the approved construction 9 y minimizes segregation and moisture loss. a roved soil sub rade or Aggregate Base provided that documents, for any misinterpretation of the approved Cement Concrete meeting the standards established b this PP 9 A99 9 v)Aggregate Bases shall be constructed on approved soil the paving contractor a for the services of a full time /4 g. policy be utilized to construct concrete curbs within the P 9 pay construction documents by the contractors during 11 PLACE EXPANSION JOINT AT BACK corporate limits of the City of Carmel. subgrades and to thicknesses equal or greater than construction inspector and who shall act as an construction, or for the means and methods of COARSE �` those indicated on the approved construction documents. authorized agent of the Engineer. The Engineer shall TLAN OF CURB LINE OR AT SIDEWALK UNE 0)Under no circumstances shall extruded type curb be 9 9 9 construction, nor for safety on the job site. GROOVED BROOMED A B)Temperature and Seasonal Limitations select the construction inspector. FINISH FINISH installed within the corporate limits of the City of Carmel. H)Work identified to not meet the requirements of this 2)Foundation i) The Aggregate Base shall be placed in accordance with vi) The Engineer reserves the right to suspend all policy pp W O O L P E R T 1 /2' PREFORMED 8�0, B SIDEWALK o 0 0 0 0 0 0 0 o A)General the Standard Spec ficlimitations i a ions of Section 301.04 of the {he cre cub placement operations if, in the opinion of otic or the roved construction documents, 1 2 PREFORMED 4 0 MIN.that prevailing weather conditions and/or unacceptable work, whether the result of poor ocawnIowsamtiIwFueraucruaG JOINT FILLER / i) This work shall consist of the construction/preparation of Engineer,P 9 / workmanship, use of defective materials, damage through Ir JOINT o 0 0 0 0 0 0 0 o DETECTABLE the foundation in accordance with Section 105.03 of the ii) Frozen material shall not be placed. the condition of the subgrade and/or the Aggregate carelessness, or any other cause found to exist prior to S� �� ! --- FILLER RIBBED FINISH 556 0 0 0 0 0 0 0 o WARNINGS Standard Specifications. iii) Aggregate Bases must be placed and pass proof roll Base may result in substandard concrete curb placement, the final acceptance of the work, shall be removed 7635 Interactive Way COARSE �� NOSOS000..00 0 0 0 0 0000 ii)The foundation shall be prepared in accordance with prior to November 30 in order to allow paving in curing and finishing. immediately and replaced in an acceptable manner at the Suite 100 S BROOMED B oooo B accordance with Section 4C(iv) of this policy. D)Placement Contractors expense. .I FINISH � ,�RAMP00Section 605.03(a) of the Standard Specifications and the C)Pre aration i Concrete curb shall be laced in accordance with Section Indiana olis, IN 46278 0 0 0 0 0 o requirements of this policy. P ) P I) If the Contractor fails to comply forthwith with any order p� B ql. 1�` 0 o i) The prepared soil subgrade shall be free from 502.09, 502.12 and 605.04(c) and 605.04(d) of the made under the provisions of this subsection. the Engineer 317.299.7500 402 0 0 0 0 0 0 0 0 B)Excavation and Embankment 00 objectionable or foreign materials at the time of Standard Specifications. will have authority to cause unacceptable work to be 0 0 0 0 0 0 o i) Prior to beginning excavation and embankment P ii)Curb machines may be utilized in accordance with remedied or removed and replaced; to cause unauthorized FAX: 317.291.5805 DETECTABLEplacement. 0 0 0 0 0 0 0 0 0 operations, all necessary clearing, grubbing, scalping and N A WARNING ELEMENTS o 0 0 0 0 0 0 0 0 topsoil stripping and subsequent backfilling for removed ii) The subgrade shall be subject to additional proof rolls in Section 605.04(h) of the Standard Specifications provided work to be removed; and to deduct the costs from any accordance with Section 203.26 of the Standard that the equipment conforms to therequirements of monies due or to become due. N items within the slope stake limits shall be performed in �: accordance with Section 201.03 and 201.04 of the Specifications just prior to placing the Aggregate Base Section 508 of the Standard Specifications. J)Work done contrary to instructions provided by the VARIABLE SLOPE Standard Specifications. All topsoil, vegetation, roots, on the subgrade in accordance with Section 2C(v) of iii Formwork shall comply with the requirements of Engineer shall be considered unacceptable and subject to - 4'-0" 12:1 MAX. MAXIMUM RAMP SLOPE 12:1 P P 9 ) P Y q ""'" /q stumps, friable and deleterious material shall be this policy. Unacceptable areas shall be corrected to the Section 605.04(b) of the Standard Specifications. immediate removal and replacement in accordance with the \ \a�\\�.. • completely removed within the limits of the slope stakes. satisfaction of the Engineer before any Aggregate Base instructions provided b the Engineer. \� �' iv Forms shall be removed in accordance with Section P y 9 \���� \ 0 2 -0 P y is placed. ) 6 Acce tance O11O\ MSI N PLAN VIEW ii)Excavations 502.16 and 605.04 b) of the Standard Specifications. ) P (1) After excavation operations, all spongy and yielding D)Spreading and Finishing E)Joints A)Before acceptance of the concrete curb, the Engineer shallO\ p PAVEMENT material that does not readily compact shall be i) The Aggregate Base shall be spread in accordance with determine if the improvements are in substantial Y P i) Joints shall conform to the requirements of Section 503 coin Bance with this oli exce t for an variances ill PAVEMENT RAMP removed from within the slope stake limits and the Section 301.05 of the Standard Specifications. p p cY ( p y resulting void shall be refilled with suitable material ii The A re ate Base shall be compacted in accordance and 605.04(e) of the Standard Specifications. 99 9 P ii)Joints shall be installed at intervals of 10 -feet or less; granted) and the approved construction documents. ° „ and compacted in accordance with Section 203 of the with Section 301.06 of the Standard Specifications. 5 -foot or less along radii. Joints in integral curb and B)The Engineer may, at his sole discretion, accept work � 1/2 PREFORMED JOINT FILLE SECTION A -A Standard Specifications. iii) Concrete curb shall be placed over the Aggregate that is not in conformance with this policy provided that 0 (2) Any pronounced depressions within the slope stake Base within 14 calendar days. Aggregate Bases that lay sidewalks shall be located at the some location as the �' joints in the adjoining sidewalk. Joints may be sawed or the work is bonded for a period greater than three years. ,°' MAX exposed for period of time greater than 14 calendar 1 1 9 Y The Engineer shall establish the extended bonding 12:1 •. limits resulting after excavation operations shall be P P 9 tooled to a mirnmum ofi-inch 9 t -o �- refills with suitable material and compacted in days or xp Tierce me r I air ent prior to the depth requiremen . 1-1 111141) d a e e a asu ab e r i ev 0 „ „ • 4 .% accordance with Section 203 of the Standard placement of concrete curb shall be subject to o SIDEWALK 0 TO 6'-6 4 -0 0 TO 6 -6 SIDEWALK inspection and acceptance b the Engineer. At the I.( \ Specifications. P P Y 9 SLOPE 12:1 MAX. SLOPE 12:1 MAX. •. !...: ,-d "..:`! 4" iii) Embankments discretion of the Engineer, additional proof rolls may be a- (1) Embankments shall be constructed in accordance required. oL;;� with Section 203 of the Standard Specifications. SECTION A -A IMUM SPACING OF TRANSVERSE EXPANSION JOINT SECTION B -B 50' TOP OF CURB i WIDTH OF RAMP (4' MIN. C c MATCH CONNECTING 0 DETECTABLE WARNING ELEMENTS11 M WALK WIDTH - _ T SLOPE 12 INTEGRAL CURB - _ 1.. _ :. SIDEWALK .1 .-_.- ,;,:;. °. °. AVEMENT ° RAMP °.y . PAVEMENT BOTTOM OF CURB o io = TRANSVERSE EXPANSION J ................---------- _.`.._. . _ -'--' -' --'-'- __.............._....._; M Z _... _....__. JOINTS (TYP.) ONTRACTION J a- 1/2- PREFORMED. TRANSVERSE .l _...._....................... _ _. NOTE: JOINTS (TYP.)C111111111111111 3 JOINT FILLER SETTING BE SECTION B -B J -0 CONCRETE BASE WHEN BUILT IN CONJUNCTION LOCATIONS ASCRETE N THEPAVEMENT �BSIOHEACURB AND GUTTER CTION OS OULD BEINTS LD � NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF €Iiiii- BE PLACED AT THE w a TIED TO THE PAVEMENT BY 1/2' ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE p RAMP CONSTRUCTION DETAIL RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A CURB IS Z UJ HEIGHT OF NOMINAL 0.2 INCHES AND ACENTER-TO-CENTER SPACING OF s , -- < f4; PAVEMENT IS BEING BUILT, AT THE RIAS ANDS AT NTERVALS NOTU OE EXCEEDp5010EET. CONTRACTION BE ao NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING O NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RASED 1RUNCATED DOMES _ �,.,PLACED H THE ENDS OF ALL RETURNS Q o WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES ANDA SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. 3. 1L a;NL t'S,", JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. ' U) Z r` CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ' -" � e~�� �s � / THE MAII]tW. USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII. Q Z - � f F ..:.,. .. r Iii- 30 W ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES �r�j �'ifff Z U SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR CURB JOINT DETAIL H - / THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. SOUND -ON -CANE CONTACT. � � �i J�r•°��lia �ae�n�zu-' O � DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING p � ' • NO SCALE � W U SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. `t -I .. ` CTASS ', SIDEWALK CURB RAMP RETURNED CURB � � ��r VARIES APPLIED ANTI-SPALLING W a DISABLED RAMP DETAIL ti - TOOLED CONTRACTION JOINT COMPOUND � �/ TYPE A NO SCALE 77 1 i ;-� _ _ , 1/4 WIDE,IMIBNp 1 2 DEPTH ROUND EDGE o NO SCALE _. f' f r, �� /iv- 1 "RADIUS TOOLED Q i �_ \'') Vic:; rn`.Al. •'4,`�`s-•�--,.n�f`�.���--L�e . . i°• .. 4' . _ . ' `c� • , 4 BARR ERT WITHC2� 3 R�EBARS = 4 ~ PAVEMENT O �_ ', :.. C: USE 4000 PSI CONCRETE CURB, BUILDING, EDGE OF t ` .. . ° PAVEMENT OR STRIPES I .. w{ Tce: i�r Mk. �'M> x 1' Dn1.RF.`' �3 ru gar araa;a' s c E:k a� . ��{i,_ ;� Hai < �} _ �/ V M # 5 REBAR i _ 6x6 10/10 W 1 -6 LONG € ? ALL WORM, n'SS-�� fiT�� � r� T>E NSTA� , � 0r rri5 JR3,�� GRANULAR ' _ WELDED U t WITH 3/4' „ r--' Ska t RFORV a r=+€ A�r� Rr .,, OF �_. 07y (�' C&PW ; BACKFILL -il WIRE FABRIC HOLE CAST a. �, : ­.: - �„ j COMPACTED SUBGRADE 6 .j ::' .. I �r .' e. . 4" REBAR CONT. AT-,-.`.".. ' a00o 1' BEVELED EDGE �� TOP &BOTTOM o CONTINUOUS � . 1.) A MICONTRACTION A LIMOJOINTS 1 BE ' '. ~, M % 6 _0' - � 2.) SEE CONCRETE WALK SECTION FOR o LOCATION OF JOINTS. e. y 518" 3.) FULL DEPTH SEPARATORS TO S JOINTS. s" 3 SHEET N 0 . 6 PERM c .0 C601 0 PRECAST CONCRETE WHEEL STOP INTEGRAL WALK AND CURB / o NO SCALE NO SCALE C7 4 ' 4 4 ' 5 �4 ' �4 ' tl d e :e .. ', . . A' ...° < . d'� , .. ..4--',000' e + d . . e V' .' AGO D a : < e 'a tl d.. 'Q .1� a ° °. '. -ea' e Q O q`b.. -'' i' �. - E d.' O'Q'O Lae. ° 4' . . . .. o... Z: .�.4A. � ° ., . e <. 000. °. o e . ..e 4� y� O O LJ d � • .� c .. .° < �.. °d t a : d' \ 'a 4 ... ..d o*oo QO� aSIDEWA.. . � bc�IL O. V.O d .. e s' :' vi : , d. - ,,. a ', d'e '� a , tl ' . e . a . a... _ . 4 ., 4, :.e . Qom. e''d .a Q A ' ' Q_ K . '° . SIDEWAL e .. 0. : o_ ' . agt 0 p p A , - d a _ . a_ . a ' SIDEWALK ° ' w O d N tl. e e . 4 . RAM��PI�,� ' d n 12:1 (MAX) l� O e d , ° o ch '� a, , . q '000 d. : 9 AMP 1 2:.1' 1. O. e . J , a' .. . tl ' a d . A. tl _ .. a- . Q, O O° O°. O Q .(MAX) �,y- °N a e a °. I be refilled wi sw a e ma ens f I removal snail P � � to soi � to curbing within �' . s and install concre ,• � II aggregate ba es ansio I instaP location as the ex in the adjoining sidewalk. ,� t 9 loc n joints ,� � �.. P �, J 1 9 red soil cted on prepared �S II be constructed � � ' n 203 of the to curb shall �. with Sectio ii)Concrete •, 'n accordance P P I and compacted i , the Ci of Carme ) ' the corporate limits of ,. within P � ." City •n , P hin and Cun property F FIrns and existing or proposed right-of-way. Standard Specifications prior to embankment subgrades or Aggregate Bases to the dimensional ) 9 9 ��d�£/a �t;r��,� 9 P Pi The concrete curb shall be finished and cured in r ,rrfr a,,t4�at:: B)This policy shall be the basis for acceptance of the work operations. standards of the applicable City of Carmel Standard ) accordance with Section 502.14, 502.15, 504 and _-•' '' -_ �__.11� 'a by the City. Failure to adhere to the requirements of this (4) Prior to the construction of any embankment, the Details or in accordance with the curbing details of the - �._ n as' f of the Standar Specifications. policy may result in non-acceptance of the work or other original ground surface within the limits of the slope approved construction documents. 605.04() d Sp ound shall to all exposed ii Curin coin be applied remedies outlined in this policy. stakes shall be leveled and the upper 6 -inches shall iii) Materials used in the production of the concrete for ) g p pp p C)Workmanship, materials and quality of the work completed be compacted in accordance with Section 203 of the the curbing shall be in accordance with Section 605.02 surfaces on slip -formed concrete curb. For formed shall conform to the 2006 Standard Specifications of the Standard Specifications. of the Standard Specifications. High early strength concrete curb, curing compound shall be applied to all Indiana Department of Transportation (hereinafter referred (5) Embankments shall be shaped to be well drained and admixtures may be utilized but shall not be considered exposed surfaces including sides after any forms are to as Standard Specifications), except where deviations are shall be protected to prevent erosion. in waiving any requirements of this policy. removed. allowed or specified herein, or variances are granted. (6) Loose depth of each embankment lift, final iv) Equipment utilized for concrete curbing installation ill) The concrete curb shall be allowed to cure for a D Where the minimum standards of an other overnmental compacted depth, compaction method and compaction work, including but not limited to production, minimum of 5 -days prior to commencing backfilling 1. CONTRACTION JOINTS 0 BE1. ) y 9 operations adjacent to the concrete curbing. = WALK a A8(,1& W 6• a enc havin concurrent jurisdiction exceed these requirements shall be in accordance with Section 203 hauling/delivery, placing, installation, jointing, curing, A MINIMUM OF 1 1/2� DEEP ''� PgVE#iIEtIT' Gam, FAVEtiENT PAVEMENT GRADE 9 y 9 J of the Standard Specifications. finishing and miscellaneous/ancillary activity shall be in G)Backfilling 2. SEE CONCRETE WALK SECTION FOR A standards, the higher standards shall apply. E)If any plan or other note or specification on the approved C)Soil subgrades accordance with Section 508 of the Standard i) The spaces adjacent to the concrete curb shall be LOCATION OF JOINTS. !k6 construction documents exceeds the minimum standards of i) subgrades shall be installed on foundations constructed Specifications. backfilled in accordance with Section 605.04(8) of the 3.) FULL DEPTH SEPARATORS ARE NOT WALK O PAVEMENT GRADE this policy, the higher standards shall apply. in accordance with Section 2(A) and Section 2(B) of this v)Concrete production, mixing and hauling/delivery shall be Standard Specifications only after the concrete curbing is PERMITTED EXCEPT AT EXP. JOINTS. F)Nothing contained herein shall be construed as prohibiting policy and only after the installation of all utilities and in accordance with Section 502.10 of the Standard inspected and accepted by the Engineer in accordance Z the design and construction of improvements meeting subsurface drains indicated on the approved construction Specifications. with Section 5 of this policy. O PLAN VIEW higher standards, nor as discouraging petitions to documents to be located under the pavement are vi) Installation of the concrete curbing indicated on the ii)Backfilling operations shall be completed prior to opening Cl) SECTION A -A appropriate governing bodies for variances for alternatives completed. Trench backfilling work of these installations approved construction documents shall be completed in the area to regular construction traffic. which can be supported by advances in technology and shall be in accordance with the City of Carmel Trench the some paving season. 5)Inspections W are approved by other agencies with concurrent jurisdiction. Backfilling specifications. B)Preparation A)AII materials furnished and each part or detail of the work W G)AII work shall comply with the requirements of Section ii)The subgrade shall be shaped to the required grade and i) The soil subgrade or Aggregate Base shall be subject to will be subject to inspection per Section 105.10 of the 105.03 of the Standard Specifications. sections, free from all ruts, corrugations, or other additional proof rolls in accordance with Section 203.26 Standard Specifications for the purpose of ascertaining H)For the purposes of this policy, where the term Engineer irregularities. of the Standard Specifications just prior to placing the that the work is in substantial conformance with this policy . is used in e, °d' e ' p. a °' "e shall mean:this policy and the Standard Specifications, it iii) The p subgrade shall be uniformly prepared, compacted HMA courses 3D(iii) of thiel policy. accordance danc with leection shall bed and the approved construction documents. and a roved in accordance with Sections 207.02, B)The Contractor shall notify the Engineer a minimum of . ' . 'd ° o G e 6 e O d ° . ° 4 ' � '' d 207.03 and 207.04 of the Standard Specifications. corrected to the satisfaction of the Engineer before 48 -hours in advance of commencing any work subject to e I a)The Carmel City Engineer, staff of the Department of 9 c+v d s established thispolicy. .. a." a d - ' 0 0 00 a . '- d ° '+ e: .'e *0 a �Q e e , �- e • . A Engineering, other personnel employed by the City of iv) subgrades shall be inspected and approved by the placement of any concrete curbing. the standard by hi t5 d . °. A e - O O O '< . .. ° -. 4 d bc < Engineer before an aggregate base or concrete curbs C)The Contractor shall schedule proofrolls with the Engineer a' ... e O o 0 .°' 9 �, d o o ° <.e Carmel, or authorized agent(s) that may be retained to 9 Yii)All displacement or rutting of the soil subgrade or (n - 4 O O ° I� 4 ° e tl I °< are constructed. A proofroll shall be conducted in A re ate Base shall be re aired rior to placing a minimum of 48 -hours in advance of such proofrolls. A ,° 'd _e. � ' 00 ,'d tl a, ° A b oo a - e .Q. ' e. ,.' re resent the Cit of Carmel. Aggregate P P P 9 e ' e ° ° d v . o o _ , a \ I °a. o;o d' <_. . .. ' < P Y accordance with Section 203.26 of the Standard concrete curbin D)The Contractor and Engineer will conduct an inspection of 0 . . ' . ' o o . ,' ' . . . tl . . . ' ' . , e' ii)The Hamilton County Highway Engineer, staff of the g• . : ° 6 'e 0000 .Q a .. ° e ° a4. , d .q . O Specifications. Unacceptable areas shall be corrected to C the new concrete curbing for any damage, including m Hamilton County Highway Department, other personnel )Weather and Seasonal Limitations employed by Hamilton County, or authorized agent(s) the satisfaction of the Engineer before the placement of i) Concrete curbing shall only be placed in accordance with freezing or random cracks. The inspection and all any Aggregate Base or concrete curbing. Section 502.11 of the Standard Specifications. There necessary repairs stall be completed prior to backfilling that may be retained to represent Hamilton County P W \ v)At the discretion of the Engineer, Subgrade that has shall be no provision for installation below the operations. F_ Highway, depending on the location of the work. satisfactorily passed a proofroll, but remains uncovered temperatures specified. E)Sampling and testing of materials, equipment or Q SECTION B -B 1) Authority of the Engineer over the work shall be per P P \ Section 105.01 of the Standard Specifications. for a period of 14 calendar days prior to placing ii)No mixture shall be placed on a frozen subgrade or construction work may be required at the expense of the p N Aggregate Base or concrete curbing or is subject to a Contractor at the discretion of the Engineer for the o J Prior to commencingthe work, the Contractor performing Aggregate Base. Pe 9 measurable rain event prior to placing Aggregate Base or purpose of ascertaining that the work is in substantial NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF the work shall contact the Engineer to schedule a iii) Under no circumstances shall concrete curb be concrete curbing, shall be subject to additional proof conformance with this policy and the approved construction p NOMINAL 0.2 INCHES AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. EITHER pre -construction meeting to review the Engineers rolls prior to placement of the Aggregate Base or placed between December 15 and March 30. documents. Sampling and testing shall conform to the Z LIGHT -ON -DARK, OR DARK -ON -LIGHT. construction requirements, staff notification requirements, concrete curbing. iv) If a soil subgrade or Aggregate Base over which requirements of the sections of the Standard Specifications required inspections for certain stages of the work and to 3)Aggregate Bases concrete curb is to placed, is placed and approved by applicable to the portion of the work suspected to be O THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INITGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES review the authority of the Engineer as it relates to the the City prior w November 30, placement of the non-compliant or as directed by the Engineer. SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. work. A)i) This l concrete curb will be allowed up it December 15, i) This work shall consist of placing a compacted provided that the ambient and soil subgrade or F)Where the Engineer determines that is necessary to K)Under no circumstances shall work subject to the P confirm coin Bance with standards of quality or thickness, Aggregate Base on a prepared soil subgrade in Aggregate Base surface temperature complies with the P • q y n standards established by this policy commence withoutP P concrete curb shall be cored and tested at the expense of 0 CO N accordance with Section 105.03 of the Standard P m DISABLED RAMP WITH MULTIPLE obtaining approved construction drawings by the City of requirements of Section r the s this policy and the the Contractor. The average thicknesses of the curb must z � _ Specifications. paving contractor a for the services of a full time � (n M Carmel Department of Engineering. P 9 pay equal or exceed the minimum prescribed b the roved H O � ii) Aggregate Base materials shall be in accordance with construction inspector and who shall act as an q P Y PP O O m DISABLED STALLS ALONG A WALK DETAIL L)p the sole discretion ti the Engineer, the portions of this P construction documents. U Section 301.02 of the Standard Specifications. authorized agent of the Engineer. The Engineer shall W � policy related to inspections and testing of work subject to 9 9 9 G)Such inspections shall not be construed to relieve the the requirements of this policy outside of the right-of-way iii) The Aggregate Base material shall be obtained from select the construction inspector. " W q P y 9 y a Certified Aggregate Producer in accordance with developers engineers or contractors in any way from their O � Cn p NO SCALE shall be determined at the re -construction meeting. v)If the ambient and soil subgrade or Aggregate Base P g' Section 917 of the Standard S ecifications. obligations and responsibilities under their contracts. W Q W IX Y P surface temperature complies with the requirements of Specifically, inspection b the Engineer, or retained M) Dimensional and other standards for concrete curb shall P P q iv) The Aggregate Base material shall be handled and Section 4C i of this policy between April 1 and April 15 P Y' � y 9 y d D D D U be in accordance with the City of Carmel Standard Details. (�) P cY P P ' engineers or testing agencies, shall not require them to transported to, and on, the work site s a manner that concrete curb shall be allowed to be placed on an N)Under no circumstances shall material other than Portland assume responsibilities for the approved construction 9 y minimizes segregation and moisture loss. a roved soil sub rade or Aggregate Base provided that documents, for any misinterpretation of the approved Cement Concrete meeting the standards established b this PP 9 A99 9 v)Aggregate Bases shall be constructed on approved soil the paving contractor a for the services of a full time /4 g. policy be utilized to construct concrete curbs within the P 9 pay construction documents by the contractors during 11 PLACE EXPANSION JOINT AT BACK corporate limits of the City of Carmel. subgrades and to thicknesses equal or greater than construction inspector and who shall act as an construction, or for the means and methods of COARSE �` those indicated on the approved construction documents. authorized agent of the Engineer. The Engineer shall TLAN OF CURB LINE OR AT SIDEWALK UNE 0)Under no circumstances shall extruded type curb be 9 9 9 construction, nor for safety on the job site. GROOVED BROOMED A B)Temperature and Seasonal Limitations select the construction inspector. FINISH FINISH installed within the corporate limits of the City of Carmel. H)Work identified to not meet the requirements of this 2)Foundation i) The Aggregate Base shall be placed in accordance with vi) The Engineer reserves the right to suspend all policy pp W O O L P E R T 1 /2' PREFORMED 8�0, B SIDEWALK o 0 0 0 0 0 0 0 o A)General the Standard Spec ficlimitations i a ions of Section 301.04 of the {he cre cub placement operations if, in the opinion of otic or the roved construction documents, 1 2 PREFORMED 4 0 MIN.that prevailing weather conditions and/or unacceptable work, whether the result of poor ocawnIowsamtiIwFueraucruaG JOINT FILLER / i) This work shall consist of the construction/preparation of Engineer,P 9 / workmanship, use of defective materials, damage through Ir JOINT o 0 0 0 0 0 0 0 o DETECTABLE the foundation in accordance with Section 105.03 of the ii) Frozen material shall not be placed. the condition of the subgrade and/or the Aggregate carelessness, or any other cause found to exist prior to S� �� ! --- FILLER RIBBED FINISH 556 0 0 0 0 0 0 0 o WARNINGS Standard Specifications. iii) Aggregate Bases must be placed and pass proof roll Base may result in substandard concrete curb placement, the final acceptance of the work, shall be removed 7635 Interactive Way COARSE �� NOSOS000..00 0 0 0 0 0000 ii)The foundation shall be prepared in accordance with prior to November 30 in order to allow paving in curing and finishing. immediately and replaced in an acceptable manner at the Suite 100 S BROOMED B oooo B accordance with Section 4C(iv) of this policy. D)Placement Contractors expense. .I FINISH � ,�RAMP00Section 605.03(a) of the Standard Specifications and the C)Pre aration i Concrete curb shall be laced in accordance with Section Indiana olis, IN 46278 0 0 0 0 0 o requirements of this policy. P ) P I) If the Contractor fails to comply forthwith with any order p� B ql. 1�` 0 o i) The prepared soil subgrade shall be free from 502.09, 502.12 and 605.04(c) and 605.04(d) of the made under the provisions of this subsection. the Engineer 317.299.7500 402 0 0 0 0 0 0 0 0 B)Excavation and Embankment 00 objectionable or foreign materials at the time of Standard Specifications. will have authority to cause unacceptable work to be 0 0 0 0 0 0 o i) Prior to beginning excavation and embankment P ii)Curb machines may be utilized in accordance with remedied or removed and replaced; to cause unauthorized FAX: 317.291.5805 DETECTABLEplacement. 0 0 0 0 0 0 0 0 0 operations, all necessary clearing, grubbing, scalping and N A WARNING ELEMENTS o 0 0 0 0 0 0 0 0 topsoil stripping and subsequent backfilling for removed ii) The subgrade shall be subject to additional proof rolls in Section 605.04(h) of the Standard Specifications provided work to be removed; and to deduct the costs from any accordance with Section 203.26 of the Standard that the equipment conforms to therequirements of monies due or to become due. N items within the slope stake limits shall be performed in �: accordance with Section 201.03 and 201.04 of the Specifications just prior to placing the Aggregate Base Section 508 of the Standard Specifications. J)Work done contrary to instructions provided by the VARIABLE SLOPE Standard Specifications. All topsoil, vegetation, roots, on the subgrade in accordance with Section 2C(v) of iii Formwork shall comply with the requirements of Engineer shall be considered unacceptable and subject to - 4'-0" 12:1 MAX. MAXIMUM RAMP SLOPE 12:1 P P 9 ) P Y q ""'" /q stumps, friable and deleterious material shall be this policy. Unacceptable areas shall be corrected to the Section 605.04(b) of the Standard Specifications. immediate removal and replacement in accordance with the \ \a�\\�.. • completely removed within the limits of the slope stakes. satisfaction of the Engineer before any Aggregate Base instructions provided b the Engineer. \� �' iv Forms shall be removed in accordance with Section P y 9 \���� \ 0 2 -0 P y is placed. ) 6 Acce tance O11O\ MSI N PLAN VIEW ii)Excavations 502.16 and 605.04 b) of the Standard Specifications. ) P (1) After excavation operations, all spongy and yielding D)Spreading and Finishing E)Joints A)Before acceptance of the concrete curb, the Engineer shallO\ p PAVEMENT material that does not readily compact shall be i) The Aggregate Base shall be spread in accordance with determine if the improvements are in substantial Y P i) Joints shall conform to the requirements of Section 503 coin Bance with this oli exce t for an variances ill PAVEMENT RAMP removed from within the slope stake limits and the Section 301.05 of the Standard Specifications. p p cY ( p y resulting void shall be refilled with suitable material ii The A re ate Base shall be compacted in accordance and 605.04(e) of the Standard Specifications. 99 9 P ii)Joints shall be installed at intervals of 10 -feet or less; granted) and the approved construction documents. ° „ and compacted in accordance with Section 203 of the with Section 301.06 of the Standard Specifications. 5 -foot or less along radii. Joints in integral curb and B)The Engineer may, at his sole discretion, accept work � 1/2 PREFORMED JOINT FILLE SECTION A -A Standard Specifications. iii) Concrete curb shall be placed over the Aggregate that is not in conformance with this policy provided that 0 (2) Any pronounced depressions within the slope stake Base within 14 calendar days. Aggregate Bases that lay sidewalks shall be located at the some location as the �' joints in the adjoining sidewalk. Joints may be sawed or the work is bonded for a period greater than three years. ,°' MAX exposed for period of time greater than 14 calendar 1 1 9 Y The Engineer shall establish the extended bonding 12:1 •. limits resulting after excavation operations shall be P P 9 tooled to a mirnmum ofi-inch 9 t -o �- refills with suitable material and compacted in days or xp Tierce me r I air ent prior to the depth requiremen . 1-1 111141) d a e e a asu ab e r i ev 0 „ „ • 4 .% accordance with Section 203 of the Standard placement of concrete curb shall be subject to o SIDEWALK 0 TO 6'-6 4 -0 0 TO 6 -6 SIDEWALK inspection and acceptance b the Engineer. At the I.( \ Specifications. P P Y 9 SLOPE 12:1 MAX. SLOPE 12:1 MAX. •. !...: ,-d "..:`! 4" iii) Embankments discretion of the Engineer, additional proof rolls may be a- (1) Embankments shall be constructed in accordance required. oL;;� with Section 203 of the Standard Specifications. SECTION A -A IMUM SPACING OF TRANSVERSE EXPANSION JOINT SECTION B -B 50' TOP OF CURB i WIDTH OF RAMP (4' MIN. C c MATCH CONNECTING 0 DETECTABLE WARNING ELEMENTS11 M WALK WIDTH - _ T SLOPE 12 INTEGRAL CURB - _ 1.. _ :. SIDEWALK .1 .-_.- ,;,:;. °. °. AVEMENT ° RAMP °.y . PAVEMENT BOTTOM OF CURB o io = TRANSVERSE EXPANSION J ................---------- _.`.._. . _ -'--' -' --'-'- __.............._....._; M Z _... _....__. JOINTS (TYP.) ONTRACTION J a- 1/2- PREFORMED. TRANSVERSE .l _...._....................... _ _. NOTE: JOINTS (TYP.)C111111111111111 3 JOINT FILLER SETTING BE SECTION B -B J -0 CONCRETE BASE WHEN BUILT IN CONJUNCTION LOCATIONS ASCRETE N THEPAVEMENT �BSIOHEACURB AND GUTTER CTION OS OULD BEINTS LD � NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF €Iiiii- BE PLACED AT THE w a TIED TO THE PAVEMENT BY 1/2' ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE p RAMP CONSTRUCTION DETAIL RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A CURB IS Z UJ HEIGHT OF NOMINAL 0.2 INCHES AND ACENTER-TO-CENTER SPACING OF s , -- < f4; PAVEMENT IS BEING BUILT, AT THE RIAS ANDS AT NTERVALS NOTU OE EXCEEDp5010EET. CONTRACTION BE ao NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING O NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RASED 1RUNCATED DOMES _ �,.,PLACED H THE ENDS OF ALL RETURNS Q o WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES ANDA SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. 3. 1L a;NL t'S,", JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. ' U) Z r` CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ' -" � e~�� �s � / THE MAII]tW. USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII. Q Z - � f F ..:.,. .. r Iii- 30 W ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES �r�j �'ifff Z U SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR CURB JOINT DETAIL H - / THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. SOUND -ON -CANE CONTACT. � � �i J�r•°��lia �ae�n�zu-' O � DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING p � ' • NO SCALE � W U SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. `t -I .. ` CTASS ', SIDEWALK CURB RAMP RETURNED CURB � � ��r VARIES APPLIED ANTI-SPALLING W a DISABLED RAMP DETAIL ti - TOOLED CONTRACTION JOINT COMPOUND � �/ TYPE A NO SCALE 77 1 i ;-� _ _ , 1/4 WIDE,IMIBNp 1 2 DEPTH ROUND EDGE o NO SCALE _. f' f r, �� /iv- 1 "RADIUS TOOLED Q i �_ \'') Vic:; rn`.Al. •'4,`�`s-•�--,.n�f`�.���--L�e . . i°• .. 4' . _ . ' `c� • , 4 BARR ERT WITHC2� 3 R�EBARS = 4 ~ PAVEMENT O �_ ', :.. C: USE 4000 PSI CONCRETE CURB, BUILDING, EDGE OF t ` .. . ° PAVEMENT OR STRIPES I .. w{ Tce: i�r Mk. �'M> x 1' Dn1.RF.`' �3 ru gar araa;a' s c E:k a� . ��{i,_ ;� Hai < �} _ �/ V M # 5 REBAR i _ 6x6 10/10 W 1 -6 LONG € ? ALL WORM, n'SS-�� fiT�� � r� T>E NSTA� , � 0r rri5 JR3,�� GRANULAR ' _ WELDED U t WITH 3/4' „ r--' Ska t RFORV a r=+€ A�r� Rr .,, OF �_. 07y (�' C&PW ; BACKFILL -il WIRE FABRIC HOLE CAST a. �, : ­.: - �„ j COMPACTED SUBGRADE 6 .j ::' .. I �r .' e. . 4" REBAR CONT. AT-,-.`.".. ' a00o 1' BEVELED EDGE �� TOP &BOTTOM o CONTINUOUS � . 1.) A MICONTRACTION A LIMOJOINTS 1 BE ' '. ~, M % 6 _0' - � 2.) SEE CONCRETE WALK SECTION FOR o LOCATION OF JOINTS. e. y 518" 3.) FULL DEPTH SEPARATORS TO S JOINTS. s" 3 SHEET N 0 . 6 PERM c .0 C601 0 PRECAST CONCRETE WHEEL STOP INTEGRAL WALK AND CURB / o NO SCALE NO SCALE C7 4 ' 4 4 ' 5 �4 ' �4 '