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EXHI13I'I IIBIt ... pags 1 of 2
EN"GINEUS ESTlM:ATE. _
MI1llPBY lLUJ:" l'Du: WID'i1IP~ ~ ...-' · DA~
CARMEL, IN rtEM, SOMMAaY JOB 11:
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DES~ION QUANTITY UNIT UNIT PRICE TOTAL
- --
PAVEMENT Sl:b,m.so
hNlnent ef)te ~lim.at.. iqdicate Obly ikuu
tbat YJlty between the llI1I width PI YCJIl~t
reqUfraI by ibt Tho~ Pla.IIlnd the
$l4adard PtYfnleot wJd~ wi. shoulder.
Ilans consi"nd fa be e'PaI ~ Dol
iDc!ludlJd suell as mohUltatioUt grallfD.E, SSD,
dra1map, eJ"aIJiaD coDtroJ abd resql'f':adDg
over tilt uistin, pa"em:mt.
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GRAND TOTAL $ll',Uz.sO
· _5.001
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EXI:U:BIT ":811 - Page 2 of .2
ENGlNEERS ES~TE
MURPHY S4LL, FUtL WID'l1lPA'VEMENr' D.4.'J',E.:
~lN
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~PA~
04a_
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DESCRIPTION OUANnTY UNIT "ONIT PRICE TOTAL
.PA~T
PaVeDJen~ Wildb deJtQ. iD the Carmel
ThoPotraId'are PJ;m lor ar. 48' total "idth
with eur~ aDd ~Gr hoOt Towne Ra.d
(I"rimU7 PiJrkwaYl Inti 141J~ Street
(CoIIfdur Sheet). hve~t SectiBIII
Pt"O~ded br Cal'Ulcl Qty ~'fi
~ ollice in T AC re.... letter.
'rOVVNt ROAD NEw PA '9EMENT 2,40l1 SYrJ5 S21.SO $S4,OOtoo
l..su liMA #11 SURfACE
2." Hl\tA. jg BINDER.
31' HMI,. ~ BASB
?rr COMP. AGll.l'lo. 53
4" COMP. AGG. NO...z
14151' STREET NEW ~A. VEMmu If947 SYDS bz..so S44.2s7.S'O
1.$" B'l.\IA III SVABACE
.2" liMA. " BINDER
3w, mu. #5>> BASE
1" C'.IJMP. AGe. N'O.. 53
411 eOMI-. AGG. NO. ~
21 CONCU'tS CltAIRBACi( CUD
TOWNE ROAD 1,100 LiT S7.00 $I2,fOO.oo
141ST STllEET 1,t'5 LF.r 5'.00 ss...'MS.Oo
31 SlONE SBOULDEFt 0 l.vr $<<.00 $0.00
TOTAL p~ VEMENT $11.9_50
JO,' ,:
5015.001
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iXHr:BIT .'e" - Page 1 of 2
" .' ~Gxmmas ESTIMATE. .
!\tDJRPHY ltUL, lVlD.BNJNG "SIlOl.lLDER. '. nA~:&:
.' . . .' ~ . .'. \, .-
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c'ARMEt,1N ~~ ~:t" .roB.
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· · - · so75JJol"
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,.' .1,,' p. ., .,
DBsClUPTION QU~ I UNIT UNIT PRICE TOT~
."A.VEMENT ~
hytnleDt ~t..dmata fadkate"l1 items
tlat \'JI17 bebnen the tuU \Width pa\'1ftDeDt
ftquiftd.by the T~ftPlan QcIIhe
.s~ paY.flIt widQiIIg..ub moulder.
Item, fI;oDlId~ to be eq., are DQt
iDdtMIad lum iii taGbilJ.tion, ~ SSD,
dnir14a., erosl4nI CCUlfrol qcf rtsurfwDc
OYer the eUsdq p:lYenleJlt.
GRAl;D TOTAL S3S.....
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EXHIBIt "ell - Page 2 0% 2
. ENGINEERS ES'I1MA.m
MO"RPHY HALL, wmDilNG "SliOtJLIJD, ' nA.~'
~rN . .: ~.p~~ · J~'~:'"
· '. · _ h. \
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~$
'1 . .
$7S.001
.
DESClUPl'ION OUA.NrITY UNIT UN1'tPRrCE TOTAL
,.... VEMtNT
h"*meDt \t'ifc1. dcifntd in flae Cannel
Thanr.tghrare Pia for are 481 total w.Id:tJI
wJtb curb ami gu&teifor bt)dI TDWDB Road
(PJ'ilDtlr1 Pmway) WId 14ht Scn:ec
(CoBeetor 51net).. Pa~t SfdJnos
Provided hy Carmel Ot, Buehteer's
om. in TAC reri~ Jeftl:!l"l
TOWNE ROAD NBW:PA. V'E.ME:NT 600 SYDS SZ2.SD $13,51)0.00
1.561 IIP4A 'II St1.RfACE
211 lIMA " BINDa
;4-' H&fA 11m BASI!
7" COMP. AGG. NO.n
411 COIWP.. AG(;. NO.2
J41ST STREET lf8wpA.V~ 298 $YDS b1M $6,7OS.00
1.5lt JIM:..\ 111 SORF ACE
211 DAfAI9 BJNnER
3" QMA tt$D liME
1" OOMP. AGG. No.. 53
4" COMP.AGQ NO., 2
:a' CONCBTE CHAntBAcx Ct1KB
TOWNE llOA.D D LiT 57.00 10.00
141ST sr~ 100 LF't S7,GG $700.00
]. STONE SHOULDER
TOWNE RoAD 11800 LIT SJtOO .,000.00
141ST STUET 1,095 Ln' $5.00 SS,l47S.oo
TOTALPAVEMiiNT l3S,38o.oo
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appropriate Docket Nuntber and the date (or dates) of approval by tlte Plait Conlnlission and/or
tlte Board of Zoning Appeals (if applicable).
4. T.A.C." Review/Drawings submitted for approval:
We request that all comments and comment letters generated by this office be answered in writing
and be accompanied by a drawing reflecting requested revisions. Final drawings will not be
approved for construction until all Engineering Department, Carmel Utilities and Hamilton
County Surveyor's Office issues have been resolved. The design engineer must certify all
drawings submitted for final approval. Because of the dual jurisdiction between the City of
Carmel and the Hamilton County Surveyor, we \vill require a minimum of eight-sets of drawings
for approval after all issues have been resolved. The drawings will be stamped as approved and
will be signed by the City Engineer and by Carmel Utilities. The eight-sets will then be sent to the
Hamilton County Surveyor's Office for approval and signatures. Three approved sets are to be
returned to the City of Carmel. The Hamilton County Surveyor's Office will retain two-sets. The
Developer, the Engineer and the Contractor will each receive one-set.
5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated
right of way or dedicated easements will require a Consent to Encroach Agreement with the City
of Carmel's Board of Public Works and Safety.
6. Carmel Utilities/W ater Distribution should be provided copies of all drawings and revisions for
revie\v of water issues. They will provide a separate review regarding these issues.
7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all
water main locations.
8. I have sent copies of the following previously and will not send additional copies unless requested
to do so:
· Subdivision Project Approval Procedures
· Performance Release Procedure
· Subdivision Building Permits
· Permit Data, Contacts, etc.
· Street Sign requirements
BONDING REOIDREMENTS
9. Upon initial review, it appears the following bonding requirements may apply to this project:
Perfornlance Guarantees/Engineer's Estinlates
Individual Performance Guarantees will be required for the following subdivision improvements:
· Interior Streets (base, binder and surface)
· Perimeter Streets if applicable (right of way pavement including accel, decel, passing blister,
widening, stone shoulders, striping, etc.)
· Curbs
· Water Mains
· Street Signs
· Sidewalks may be bonded separately as follows:
Interior - Builders Lots
Exterior -All other including sidewalks/paths in dedicated right of way adjacent to common
areas or perimeter streets.
Storm sewer and Monument & Marker bonding will be under the jurisdiction of the Hamilton
County Surveyor's Office. Sanitary sewers are under the jurisdiction of the Clay Township
Regional Waste District.
The amount of the Perforlnance Guarantee is based upon a certified Engineer's Estimate for 100%
of the cost of labor and lnaterials to consnuct the individual improvements, to be provided by the
design engineer. Please provide detailed Engineers Estimates for each improvement including
unit costs, quantities, nlaterials and types of materials, etc. Upon completion and release of
individual Perfornlance Guarantees, a three-year Maintenance Guarantee will be required. The
Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and
Curbs and 10% of the Performance amount for all other improvements. Perforn1ance Guarantees
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may be Performance or Subdivision Bonds or Irrevocable Letters of Credit. Please reference the
enclosures for more detailed explanation of our procedures.
Right of Way Permit and Bonding
Any work in the dedicated right of way of TO\VI1e Road or 141 st Street will require a Right of\Vay
Permit. If the \vork is included in the scope of work of a posted Performance Guarantee, no
additional bonding will be required. If it is not included, a License & Permit type Right of Way
bond will be required in the amount of $2,000.00 per instance of \vork in the right of \vay. Any
open cut in the pavement of either To\vne Road or 141 st Street \viIl require separate Board of
Public Works and Safety approval.
10. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations
submitted to this office for review. \Ve will share Crossroad's comments as they are received.
When construction plans are submitted for review for this development, please provide 2-sets of
plans and calculations to allow us to send the extra set to Crossroad to save some time in the
review process.
AVAILABILITY AND CONNECTION FEES
11. Availability (acreage) Fees must be paid after all other Engineering Department requirements
have been satisfied and prior to the start of construction activities. Availability Fees are based
upon total platted acreage for the development at the current rate of $1,010.00 per acre (Water
Availability Fee). Based upon the primary plats indicated acreage, the following Water
Availability Fees \vould apply:
55.327 Acres @ $1,010.00/Acre = $55,880.00
Connection Fees are currently $1,310.00 for water per single-family residence. Connection Fees
are paid when the infrastructure has been complete, satisfactory test results obtained and the
subdivision has been released for permits. Water Connection Fees are paid on a per-lot basis.
. If an irrigation system, swimming pool or clubhouse is planned for this, or any futllre
section of the developnlellt, additional JVater Connection Fees }vill be assessed based
upon the rec~mlnendatioll of the Director of Carlnel Utilities.
CONSTRUCTION DRAWING COMMENTS
12. Utility Contacts are as follows:
. Carmel Utilities (Water)
760 3rd Avenue SW, Suite 110
Carmel 46032
. Department of Engineering (Storm Sewer, Streets)
City of Carmel
One Civic Square
Carme146032
. Hamilton County Surveyor's Office (Storm Sewer, Legal Drains)
One Hamilton County Square, Suite 188
Noblesville 46060-2230
13. What is represented at the northeast comer of the plat where the TO\VI1e Road right of way appears
to flare out? .
14. In at least three places on the title sheet and throughout the plans, "141 th Street" should be "141 st
Street. "
15. What right-of-way is being proposed for 141 st Street?
16. Please indicate widening across the property frontage or to the extents of the auxiliary lanes,
\vhichever is greater for IS-foot travel lanes on the property side of Towne Road and 141 st Street.
Auxiliary lanes shall be measured from the edge of the IS-foot travel lane. Please add a note to the
site plan that all existing pavement shall be sawcut to a clean edge where new pavement (for
widening or for auxiliary lanes) is to be installed adjacent to existing pavement. Any new
pavement placed in the Towne Road or 141st Street rights-of-way for widening, for auxiliary lanes
and for each entrance up to the mainline right-of-way lin1it shall meet the follo\ving section: 1.5
inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53
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stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section
with hatching on the plans and appropriate reference in the legend.
17. The City typically requires 1" milling with 1.5" H.A.C. #11 resurfacing for the entire width of the
existing -roadway across the property frontage or to the limits of the auxiliary lanes, whichever is
greater. The road\vay would then also need to be restriped with thermoplastic striping. Please
develop a plan for the restriping and for striping of the auxiliary lanes. Please add a note to this
plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with
hatching on the plans and appropriate reference in the legend.
18. Adjacent to the \videning and auxiliary lanes, please provide a 3-foot wide #73 stone shoulder at a
depth of a minimum of six inches. Beneath the stone shoulder, please provide subsurface drain
meeting the Department's standards.
19. At the entrance, you may provide a maximum width of 10 feet for the median and a maximum
\vidth of 18 feet for each of the lanes.
20. Please provide detention volume for the fully developed Thoroughfare Plan right-of-way for
Towne Road and 141 st Street.
21. Please work with county on any relocation of legal drains and vacation of easements.
22. Please remove Common Areas "I" and "G" and D.U. & S.E. and signage and landscaping
easement from \vithin the City right-of-way. Plat language should reflect these areas to be
maintained by the Home Owners Association, but be public right-of-way.
23. Along backs of lots 1 - 3 the label for landscape easement is shown \vithin the drainage easement.
Please relocate landscape easement label to make this more clear.
24. Several building pads are sho\V11 encroaching into easements (lots 29, 47-50, 54 - 59, 64-67, etc.).
Please represent the building pads such that an encroachment is not stipulated, or revise the lot
width such that the pads do not encroach.
25. All lots adjacent to side yard easements should be wide enough to accommodate the anticipated
house model and any planned drive\vays such that there is no encroachment in the easements.
26. Please remove the landscape plan (Sheets L 101 - L 105) from the set of plans submitted for
approval by the Department of Engineering. The Department of Engineering does not approve the
landscape plan. .
27. Please contact Crossroad Engineers to obtain a drainage review checklist. The Department will
expect the design submitted for secondary plat to adhere to this checklist.
28. What is represented by Common Area "J" in the northeast corner of the subdivisions?
29. Why is a landscape easement (Common Area "K") being bracketed by two D.v. & S.E.? Do you
ever anticipate utilities being extended into the landscape easement?
30. Please remove landscaping features from development plan.
These comments represent the Department of Engineering's. initial review of the primary plat for this
project. We request that all responses to our comments be provided in writing. Failure to provide written
responses may result in the delay of the review process.
It is critical that our office be made aware of all modifications made on the plans being resubmitted,
particularly if any such changes are considered "new" or fall outside of our previous reviews. Please
provide revised plans including all revisions. Please notify us of any changes and specifically state any
changes, including changes resulting from Plan Conunission, BZA or other committee meetings.
All bonds and perforn1ance guarantees must be posted prior to Engineering Department approval of
construction plans. Also, Board of Public Works and Safety approvals and any other governing agency
approvals (if required) must be obtained prior to Engineering Department approval.
The Department reserves the right to provide additional comments based on subsequent reviews and on the
grading and drainage system upon receipt of drainage calculations and more detailed constnlction drawings