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CITY OF CARMEL PAVING POLICY ;#ixF�,,,F�
I
General
� Asphalt Pavement TOOLED CONTROL JOINT
I A)The work subject to the requirements of this policy shall include the Soil Subgrades A eneral
production, hauling/delivery, spreading, finishing, compaction and D)SProading and Finishing 1/4", 1 1/4" DEEP u
i i) Subgrades shall be installed on foundations constructed in ) P 9 ) CROWN CAP W/ CONC. (.
other work necessary to prepare foundations, install aggregate bases i This work shall consist of lacin one or more courses of i HMA courses shall ba laced u on an a 6x6 - WZ,g x W2.9
accordance with Section 2(A) and Section 2(B) of this P p pproved foundation » WELDED
and install one or more courses xi base, intermediate, or surface policy and only the installation of all utilities and base. intermediate, or surface hot mix asphalt (HMA) or other HMA course by means of laydown equipment in 1 ABOVE TOP OF PIPE. 1 1 GRADE AS PER.10707.5,
"I. = f'
APPLIED ANTI-SPALLING WIRE FABRIC R 0 �., j
PLANS 1" H.A.C. SURFACE COMPOUND .,•
of mix asphalt mixtures within existing or proposed right-of-way subsurface drains indicated on the approved construction mixtures on a prepared foundation in accordance with accordance with Section 409.03(c) of the Standard BROOM 3 s �f
n for roadways, auxiliary lanes and asphalt multi -use paths. Section 105.03 of the Standard S M FINISH .•y`e7�i1 t- Ci r
i documents to be located under the pavement are Specifications. Specifications. 2" H.A.C. BINDER
completed. Trench backfilling :4. e^+'' * eseo �Vv
B)This policy shall be the basis for acceptance of the work b the P g work of these installations
i Y ii)HMA base, intermediate, or surface mixtures shall be ii)Segregation or flushing or bleeding of HMA mixtures will 6" STD. STEEL PIPE »
pity. Failure to adhere to the requirements of this shall be in accordance with the Ci of Carmel Trench 2 C �• �j ��
q ' policy may result City constructed on prepared foundations and to thicknesses not be permitted. Corrective action shall be taken to r . r•. r°. �•. COMPACTED AGGREGATE #53 9 . ', s ; . • �•. _€ *,
in non-acceptance of the work or other remedies outlined in this Backfilling specifications. PAINTED & FILLED : ,,�',:`tet. , ora a ;�, 1 ��,a ••
! policy. equal or greater than those indicated on the approved prevent continuation of these conditions. Segregated or116.0 e o r a
�ft?1sT '' 4i43iFti4§�i•.,,;,.;>"
construction documents. flushed or bleeding HMA mixtures shall be removed if W/ CONC. W •cbp deo "a. o ° .o •o •f:e •o ; �'0 4 COMPACTED AGGREGATE #2 co REINF. PLACED
ii)The subgrade shall be shaped to the required grade and 4 =
ED AT ,:...._.
C) Workmanship, materials and quality of the work completed shall sections; free from all ruts, corrugations, or other iii) Materials used in the production of the HMA mixtures directed. p - - - - - - - `.
1 a a 1 /3 OF CONC. THICKNESS tee i i
conform to the 2006 Standard Specifications of the Indiana irregularities. �-
P shall be in accordance with Section 401.03 of the Standard ui) All areae showing an excess or deficiency of binder -1 I-III=III-III -I I COMPACTED SUBGRADE
Department of Transportation (hereinafter referred to as Standard iii The sub rode shall be uniform) Specifications. SLOPE CONC. 1 " ABOVE & w
g y prepared, compacted Pe shall be removed and replaced.
Specifications), except where deviations aro allowed heroin, or and approved in accordance with Sections 207.02, 207.03 iv) Equipment for HMA operations, including but not limited iv) All HMA mixtures that become loose and broken, FINISH W/ STEEL TROWEL GRANULAR BACKFILL
variances are granted. and 207.04 of the Standard Specifioationa to production, hauling/transportation, trans REGULAR DUTY ASPHALT ,I i I=I i I=I i I=I i�-
p g/ portation, laydown, compaction mixed with dirt, or is in any way defective shall be : _
D)Where the minimum standards of any other governmental agency iv) Subgrades shall be inspected and approved by the and miscellaneous/ancillary activity shall be in accordance moved and replaced. PAVEMENT 1" PAVEMENT S - NOTES:
-III=III=III-� I I=I I having concurrent jurisdiction exceed these standards, the higher Engineer before any aggregate base or hot mix as halt with Section 409 of the Standard S E lots _L ap SECTION -TYPICAL
COMPACTED &WELL
g p tion Specifications. 1.) CONTROL JOINTS 5'-0" O.C. MAX.
r atandarda shall aply. pavements are constructed. A proofroll shall be conducted v)Inatallation of the full pavement section indicated on the NO SCALE DRAINED SUBGRADE
S accordance with Section 203.26 h the Standard i) Joints shall conform to the requirements of Section RADE
(SEE PLANS FOR ANY VARIATIONS)
E If an Ian or other note or specification on the roved approved construction documents for the entire area to bes�' a � 2.) EXPANSION JOINTS 20'-0" O.C. MAX.
t P P PP Specifications. Unacceptable areas shall n aggregate
to paved must be completed in the same paving eeason. 401.15 of the Standard Specifications.
construction documents exceeds the minimum standards of this the satisfaction of the Engineer before any aggregate base F)Compaction (SEE PLANS FOR ANY VARIATIONS)
policy, the higher standards shall apply. or hot mix asphalt paving operations commence. vi) Widening operations shall comply with the following:
F)Nothing contained herein shall be construed as prohibiting the v)At the discretion of the Engineer. Subgrade that has (1) The outside face of the excavated area shall be left as i) The HMA mixture shall be compacted with equipment in -
I
design and construction of improvements meeting higher standards, satisfactorily passed a proofroll, but remains uncovered for nearly vertical as the nature of the material will permit accordance with Section 409.03(d) of the Standard _
nor as discouraging petitions to appropriate governing bodies for a period of 14 calendar days prior to placing stone or is and not wider than the outside limits of the widening Specifications immediately after the mixture has been CONCRETE SLAB DETAIL Z
variances for alternatives which can be supported by advances in subject to a measurable rain event prior to placing stone, section. spread and finished. - O
technology and are approved by other agencies with concurrent shall be subject to additional proof rolls prior to
jurisdiction. placement of the Aggregate Base. (2) The existing pavement adjacent to the widening area n)Rollers shall not cause undue displacement, cracking, or - , NO SCALE
shall be sawcut to a clean edge. shoving.
Cl)
D satin Pavement
G) All work shall comply with the requirements of Section 105.03 of D)Existing 3 The su rade in the 5 ns lona _
the Standard Specifications. a widened area shall P
p cations. i) Milling of existing pavement surfaces shall be in ( n accordance with this policy. compacted 2'-0" - W
A)All materials furnished and each part or detail of the work
H) For the purposes of this policy, where the term Engineer is used in accordance with Section and S , 306.tio 306.05, 306.07 (4) Widening mixtures shall comply with the pavement will be subject to inspection per Section 105.10 of the DIAMETER
this policy and the Standard Specifications, it shall mean: and 306.08 of the Standard Specifications. section indicated on the approved construction documents. Standard Specifications for the
ii Localized weak areas of the existing purpose i ascertaining that 6x6 - FABRIC WELDED
a)The Carmel City Engineer, staff of the Department of ) g pavement section (5) Compaction of the widening shall be in accordance with the work is in substantial conformance with this policy and TOOLED CON jROL JOINT 1/4" WIRE FABRIC
uncovered during the milling process shall be repaired in the approved construction documents. GUARD POST DETAIL GRADE AS PER WIDE, MIN. 1 DEPTH
Engineering, other personnel employed by the City of Carmel, or Section 304.05 of the Standard Specifications.
authorized agent(s) that may be retained to represent the City of accordance with Section 304.02, 304.03, 304.05 or 305 APPLIED ANTI-SPAWNG BROOM FINISH
Carmel. of the Standard Specifications. B)Preparation B)The Contractor shall notify the Engineer a minimum of PLANS 1 H.A.C. COMPOUND
48 -hours in advance of commencing any work subject to NO SCALE SURFACE
ii The Hamilton CountyHighway Engineer, staff of the Hamilton in) Prior to opening milled areas to traffic, the milled i Aggregate proof rolls the standards established by this policy. 4" H.A.C. BINDER
9 Y 9 )The ate Base shall be subject to additional
County Highway Department, other personnel employed by Hamilton areas shall be cleaned of all material, debris and duet in accordance with Section 203.25 of the Standard
County, or authorized agent(s) that may be retained to represent resulting from the operation. Specifications just prior to placing the HMA courses in C) The Contractor shall schedule proofrolls with the Engineer a �`^` . , `� •��
minimum of 48 -hours in advance of such proofrolls. » • _ a' fn
Hamilton County Highway, depending on the location of the work. iv) Milled areas that remain open to traffic longer than accordance with Section 3D(iii) of this policy. Unacceptable 3 COMPACTED Q
those times stipulated in Section 306.05 of the Standard areas shall be corrected to the satisfaction of the Engineer D
I) Authority of the Engineer over the work shall be per Section 105.01 P before an n o construction
and testing of materials, equipment or III= _ -_=III=III= AGGREGATE #53 m
of the Standard Specifications. Specifications shall be subject to liquidated damages Y paving operations commence. construction work may be required at the expense of the -I-' � I -I = I 6" COMPACTED
outlined in Section 306.05 of the Standard Specifications. ii)AII displacement or rutting of the Aggregate Base shall be Contractor at the discretion of the Engineer for the purpose -III-I I �. _I 4 GRANULAR BACKFILL _ _ _ _ _ _
J)Prior to commencing the work, the Contractor performing the work The Contractor shall be responsible for payment of these repaired rior to placing HMA mixtures. of ascertaining that the work is in substantial conformance -I i '- _ _ i
AGGREGATE #2 III -III -I I-III=III=III-I �- W
shall contact the Engineer to schedule a 9 liquidated damages. P P 9 with this policy and the approved construction documents.
9 pro -construction meeting to q g III) Milled asphalt surfaces shall be tacked in accordance Sampling and tearing shall conform to the requirements of COMPACTED COMPACTED AND WELL Q
review the Engineer's construction requirements, staff notification 3)Aggregate Bases with Section 406 of the Standard Specifications. the sections of the Standard Specifications applicable to the COMSUBPACTED
RADE DRAINED SUBGRADE Q
requirements, required inspections for certain stages of the work and O
to review the authority of the Engineer as it relates to the work. A)General iv) Asphalt surfaces between courses shall be tacked in portion of the work suspected to be non-compliant or as
accordance with Section 406 of the Standard Specifications. directed by the Engineer.
Kxlnder no circumstances shall work subject to the standards I) This work shall consist of placing a compacted aggregate HEAVY DUTY 1.) CONTROL JOINTS 5'-0" O.C.
established by this policy commence without obtaining approved on a prepared soil subgrade in accordance with Section v)Contact surfaces of curbing• gutters, manholes, and other E)Whero the Engineer determines that is necessary to confirm (SEE PLANS FOR ANY VARWTIUAV
ONS
construction drawings by the City of Carmel Department of 105.03 of the Standard Specifications. structures shall be tacked in accordance with Section 406 compliance with standards of quality or thickness, pavements Z
Engineering. ii re of the Standard Specifications. shall be cored and tested at the expense of the Contractor. TYPICAL PAVEMENT SECTION 2.) EXPANSION JOINTS 20'-O" O.C. MAX.
)Agg gate Base materials shall be in accordance with The average thicknesses of all courses must equal or (SEE PLANS FOR ANY VARIATIONS)
2)Foundation Section 301.02 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free exceed the minimum prescribed by the approved construction NO SCALE O
A)General iii) The material shall be obtained from a Certified from objectionable or foreign materials at the time of documents, and no single core shall show a deficiency •
Aggregate Producer in accordance with Section 917 of the Placement. greater than one half inch (1/2") in any course or total j
i)This work shall consist of the construction/preparation of the Standard Specifications. vii) Tack Coat material shall be distributed with equipment thickness from the pavement section indicated on the CONCRETE WALK DETAIL •� n
foundation in accordance with Section 105.03 of the Standard iv The meeting the requirements of Section 409.03(a) of the approved construction documents. Z N m =
Specifications. ) Aggregate Base material shall be handled and Standard Specifications. NO SCALE Z D IX
transported to, and on, the work site in a manner that Pcc F)Such inspections shall not be construed to relieve the � � �
B)Excavation and Embankment minimizes segregation and moisture loss. C) Weather and Seasonal Limitations developers' engineers or contractors in any way from their V O O
i) Prior to beginning excavation and embankment operations, all v)Aggragate Bassa shall be constructed onprepared obligations and responsibilities under their contracts. I W
P i) HMA courses shall be placed when the ambient temperature Specifically, inspection by the Engineer, or LU W
necessary clearing, grubbing, scalping and topsoil stripping and foundations and to thicknesses equal or greater than and the temperature of the surface on which it is to be engineers or testing agencies, shall not require themtoO H � o
subsequent those
eq backfilling for removed items within the slope stake indicated on the approved construction documents. placed is 45'F (TC) or above. The Engineer shall determine assume responsibilities for the approved construction GRADE AS PER a! to � NOTE: �
limits shall be performed in accordance with Section 201.03 and documents, for an misinterpretation of thea roved PLANS w ? JOINTS SHALL BE CUT W W Q W W Y
B)Temperature and Seasonal Limitations the ambient temperature. There shall be no provision for low construction documents by the contractors during ;� O WITH A JOINT R HAVING A Z w I L o o a
201.04 of the Standard Specifications. All topsoil, vegetation, roots, temperature compaction allowed by Section 402.16 of the � a_ � O �
stumps, friable and deleterious material shall be completely removed i) The Aggregate Base shall be placed in accordance with Standard Specifications. construction, or for the means and methods of construction, I RADIUS JO 1 /4 AND FILLED
LU Jo WITH JOINT FILLER. J
within the limits of the slope stakes. the temperature limitations of Section 301.04 of the nor for safety on the job site. 1" H.A.C. SURFACE 9.5mmCAI O
ii)Excavations Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. I� in
iii Under no circumstances shall HMA mixtures be laced G) Work identified to not meet the requirements of this policy rn � p
ii)Frozen material shall not be placed. ) P or thea roved construction documents, unacceptable work, 3" H.A.C. BINDER 19mm w O 5'-0" BETWEEN
(1) After excavation operations, all spongy and yielding material between December 15 and March 30. PP P iv U CONTROL JOINTS O a `�/
that does not readily compact shall be removed from within the i"n) Aggregate Bases must be placed and pose proof roll whether the result of poor workmanship, use of defective
slope stake limits and the resulting void shall be refilled with prior to November 30 in order to allow paving in iv) If a foundation that is to receive one or more courses materials, damage through carelessness, or any other cause U
suitable material and compacted in accordance with Section 203 accordance with Section 4C(iv) of this policy. of base, intermediate, or surface HMA mixtures is placed found to exist prior to the final acceptance of the work I I
of the Standnrd Specifications. and determined to be an approved foundation by the City shall be removed immediately and replaced in an acceptable 5" COMPACTED #53 STONE WOO L P E R T
C) Preparation prior to November mb placement of HMA courses ie be manner at the Contractors expense. 1'-1 1/2- '-0 1'-1 1/2-
(2) COMPACTED SUBGRADE 20' BETWEEN EXPANSION JOINTS MAX. asusr+lowwnKliNcs�sraucruw
Any pronounced depressions within the slope stake limits allowed up to December 15, provided that the ambient and
resulting after excavation operations shall be refilled with suitable i) The prepared foundation shall be free from objectionable foundation surface temperature complies with the H) If the Contractor fails to comply forthwith with any order 3'-3"
or foreign materials at the time of placement.
�.
material and compacted in accordance with Section 203 of the 9 P requirements of Section 4C i of this I' and the made under the provisions of this subsection, the Engineer Standard Specifications.() Pa' P�n9 g �' 7635 Interactive Way
ii)Tha subgrade shall be subject to additional proof rolls in contractor pay for the services of o full time construction will have authority to cause unacceptable work to be
remedied or removed and replaced; to cause unauthorized MULTI -USE PATH Suite 100
g iii) Embankments accordance with Section 203.26 of the Standard inspector and who shall act as an authorized agent of the
a- Specifications just prior to placing the Aggregate Base on Engineer. The Engineer shall select the construction work to be removed; and to deduct the costs from any TRAFFIC THRU ARROW
(1) Embankments shall be constructed in accordance with Section the subgrade in accordance with Section 2C(v) of this inspector. monies due or to become due. PAVEMENT SECTION Indianapolis, IN 46278
203 of the Standard Specifications. policy. Unacceptable areas shall be corrected to the CONCRETE WALK SECTION
2 All spongy and satisfaction of the Engineer v)If the ambient and foundation surface temperature complies I) Work done contrary to instructions provided by the Engineer
() p gy yielding material that does not readily compact g' eer before any Aggregate Base is shall be considered unacceptable and subject to immediate NO SCALE NO SCALE 317.299.7500
laced. with the requirements of Section 4 hal of this polity between P j NO SCALE FAX: 317.291.5805
N shall be removed from within the elope stake limits prior to P April 1 and April 15, HMA course shall be allowed to be removal and replacement in accordance with the instructions
embankment operations. Provided � D),Sproading and Finishing placed on an approved foundation provided that the paving P by the Engineer.
(3) Any pronounced depressions within the slope stake limits contractor pay for the services of a full time construction 6)/kxeptance
12 resulting after clearing, grubbing, scalping and topsoil removal i) The Aggregate Base shall be spread in accordance with inspector and who shall act as an authorized agent of the
shall be refilled with suitable material and compacted in Section 301.05 of the Standard Specifications. Engineer. The Engineer shall select the construction A)Before acceptance of any phase of construction, the •
accordance with Section 203 of the Standard Specifications prior ii The inspector. Engineer shall determine if the improvements are in FLUSH WITH SURFACE 1/8"-1 1/4 DEEP SAWED MINIMUM CLEAR
O \ ....,.._�
Aggregate AREA (PAVED) k ME OOO
N to embankment operations. A99 9 Base shall be compacted in accordance
P with Section 301.08 of the Standard Specifications. vi) The Engineer reserves the right to suspend all paving substantial compliance with this policy (except for any 6x6 - 4/4 WIRE MES APPLIED JOINT SEALER _ _ _ _ _ _\\\
Q (4) Prior to the construction of any embankment, the original ill) Subsequent paving courses shall be placed over the operations if, in the opinion of the Engineer, that prevailing variances granted) and the approved construction documents d/4 TOOL BOTH SIDES OF _ _ _ _ _ _ _ _ \ 0L
ground surface within the limits of the slope stakes shall be Aggregate Base within 14 calendar daAggregate Bases weather conditions and/or the condition of the Subgrade EXPANSION JOINT " r;
leveled and the upper 6 -inches shall be compacted in �' B e En ineer ma at his sole discretion acce t work that ` ■ ' ' 1/2 PERFORATED I ` -nomi� �.
9 Y. .,':.:. r.
PP Pa that lay exposed for a period of time greater than 14 and/or the Aggregate Base may result in substandard HMA is not in conformance with this policy provided that the ;; «: « : ' : ' ` 'y • ;, " EXPANSION MATERIAL
EXPAN
accordance with Section 203 of the Standard Specifications. calendar days or experience a measurable rain event prior placement, spreading and finishing. work is bonded for a period greater than three years. The ' ' � •. � • �� •.'.°'•'' ' �' � .. � ��'
v _
;•
L (5) Embankments shall be shaped to be well drained and shall be to the placement of subsequent paving courses shall be Engineer shall establish the extended bonding requirement. .`" r.: r : �' •: :, •• ~. ' :'�'• f' to
- I•
' • : 3'
� protected to prevent erosion. subject to inspection and acceptance by the Engineer. At•: :�..• ,•, _;.�,�: •�•• � : •: _• .�, w
the discretion of the Engineer, additional may .4_ �• r •�::
a. 9 proof rolls m CONCRETE SLAB "` '` I Z
L� (6) Loose depth of each embankment lift, final compacted depth, be required. •� �••: •,. .f • . w • z '� '
compaction method and compaction requirements shall be in
W accordance with Section 203 of the Standard Specifications.
CONTROL JOINT
O EXPANSION JOINT TO CONCRETE SLAB 24" 30" a _' �
� NO SCALE BOTTOM OF PAVEMENT � I � T
41
.. (I- TMP )�I (MIN.)
,o" WHITE EXPANSION JOINT DETAIL I (MIN.) N
ij NUT W 1/8" ALUMINUM PANEL �� BLUE
SCREEN CO PRINT SYMBOL NO SCALE L - _ _ _ _ _ - _ _ _ _ _ _ _ J
LOCKING WELDED CAP COLORS SELECTED
+' WASHER BY LAND ARCH.
i
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c ao
a�
m
STOP BOLTS "�D hn18.
IREMENTS
M DISABLED SYMBOL E PER CARMEL
f N2"
NOTE: ����
O HAVES -VAN MUST
a_ NEAREST JOINT
3.3" OIssse
.D. PIPE WITH A SIMILAR2" SQ. ALUMINUM POSTMOUNTING O
COLOR FINISH FINISH AS PER SPECIFICATIONS SURFACE J
w o 8" 8" SLOPE CONC. 1" ABOVE & •° •�,' .:a : '. Q
p I FINISH W/ STEEL TROWEL = H
FINISH GRADE `vs .� �° :';1
00 CONC. OR PAVER SLOPE TO DRAIN BUTT JOINT
FINISH 1 /4" SLOPE PER FOOT - 0' 0 7'S" Z O W
r- I FULL PANEL Q Q
EARTH I_ co i- Q
M CONCRETE FOOTING - - THICKENED EDGE BICYCLE RACK TYPE & 00 Cl)
a Z
G DETAIL PARKING LAYOUT >- ~ o Z O
j NO SCALE V) O _
s�
NO SCALE s. W O
DISABLED PARKING SIGN V Y V
o NO SCALE W a v
STOP SIGN DETAIL o� W
3
NO SCALE Q O
APPLIED JOINT SEALER J O
PROPOSED
M 3" - BUILDING TOOLED EDGE
VARIES
(SEE PLANS) BUILDING O
U SLOPE 1/4" PER 1'-0" 6x6 - 10/10 WELrD FACE
WIRE FABRIC .t
TOOLED EDGE V
O ^
1/2- PREFORMED BROOM FINISH , � EXPANSION JOINT ®BUILDING Q
J 40' EXPANSION MATERIAL : • '
' + . ' • _ FINISH GRADE
OD 4*" FLOOR SLAB 0.
00A
.` u ( .
p CONCRETE I=III III= _ -
r % 110 OR FULL PANEL _ I =1 I 1=1 I =III III -III -III =1 I III -1 I
EXPANSION JOINT TO -/ o - ' ' I -I I i- 4" GRANULAR BACKFILL
BOTTOM OF PAVEMENT I I- "
In
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. III SHEET N 0 .
090 IN _ EXPANSION JOINT AT -1 i i-; I TURN DOWN SLAB
`n (SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. 1'-0" BELOW GRADE
v CO T. (TYP.) 10SYMMBOL SHALL MEET NDDIANASACCEESS)SIBILITY� 6" ON OUTER SIDES
c DE AND THE AMERICANS WITH DISABILITIES A CRITERIA. BUILDING DETAIL
m
I—,
NO SCALE CONCRETE STOOP DETAIL 0602
DISABLED PAVEMENT SYMBOL N
NO SCALE o SCALE