HomeMy WebLinkAbout046-90 Carmel Science & Tech Park Standard.1contract for cons tructlon .,hall be con., ere a.. par o u con a
other flnlsh), add backfill material, compact, and replace surf aco
treatment. Rustoro appoarancu,
quality, and condition of surface or
loll 01010 - tiCRAL ('QNDITIONS
March 1 to i•lay 15 and August 10 to October 15.
B. Place topsoil to minimum depths Indicated on the planting pians in each
SECTION 02930 -SEEDING
olln►Inoto evidence of rostoratlon to
S
The Indiana Department of 111 hwa s, Standard oclficatlons 1
g Y P aro fila
respective area. Place topsoil in 6" compacted IIits and develop sn►ooth
SECTION
02';.10 - STRCCTS AND fAf2k41t� `j
14. Placin Concrete:
necessary to a full understanding of any dlfIicultlos which may be
P
plan surfaces. Subgrado shall be scarlflod 3" to ts" In depth before
I. Scout) of If4r1
10, j1rmnyal from 4wnor's Property:
Remove waste materials, Including surplus
turf -type Tall
bosle materials and reference spoclfication.
The sections noted below
-topsoil is spread. Remove all vogutatlon, stones, roots and rubbish from
oxcavatod material, trash and dubrls,
of 110LK
Any soil investigation data furnlshod to Contractor by Owner shall be for
top,oll, and dispose of
for various Items are to clarlfy the intent
of the roqulrornunts for tills
topsoil and rake to oven surface. Carefully spread topsoil to meet
A temporary sooding mixture in the areas where stripping of fills have
dlroctud. Thu location of dump
A. .,ubgrade: Place Concrete only on a moist,
compacted subgrado e
project. Please no -to that ottu.,r sections of
those Standards
wa I k_., paving, ng, ad jacunf properties, and be free of low ..pots.
�FinishThe
been graded shall I be seeded for s I It rind otos Ion rotoct ion. After
` �� s
work re ulrod under till. section includes all concrete and bituminous
q
free from loose material. Place no concrete
on a t
muddy or trot
Specifications may also be applicable•
ratio shall be + 1" of finish rade elevations shown on 'tile grading Ian.
g � 9 g g p
radio P
grading, all construction area are to be seeded.
paving and related Items nocossary to complete the work indicated on
subgradu.
drawings and described In the speclfleatlons, Including but not limited
Those specifications in thomsolvos, or when
combined with the Arnerlcan
9, "'ct lion: Where settling Is n,uasurablo or observable at excavated areas
L g
`nrr
2. aQ Locally grown Bluegrass blond uniform In color, type, density, Y g g
D. Forms: All forms shall bo free from warp,
tight enough to prov
Institute of Architects (AIA Document A201)
Gonoral Conditions of the
during general project warranty period, remove surface (pavemoni', fawn or
YP Y.
and thickness°without
leakage and substantia( enough iu maintain
their shape and post
i d
d t f til to ct
�pringln or �otilln t t
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contract for cons tructlon .,hall be con., ere a.. par o u con a
other flnlsh), add backfill material, compact, and replace surf aco
treatment. Rustoro appoarancu,
quality, and condition of surface or
3. P_ornianon1-SoodIno:
March 1 to i•lay 15 and August 10 to October 15.
By executing the Contract, Contractor represents that he has acquainted
finish to match adjacent work, and
olln►Inoto evidence of rostoratlon to
hlntsolf with the sIto and has made all oval uatlons and Investlgatlons
greatost extent possible.
A. �> j�� n ,,�.
Blended mixture of sood shall be applied at the rate
necessary to a full understanding of any dlfIicultlos which may be
of 110 pounds per acre. The mixture shall consist of 401 Mustang
oncounlerod in par form Ing the work wlthln Tho tIme frame aIIottod•
10, j1rmnyal from 4wnor's Property:
Remove waste materials, Including surplus
turf -type Tall
l"oscuo, 301 Banff or Wabash Kentucky Bluegrass, 301
uxcavatud rna hirlal, unaccuptuble
'lugally
oxcavatod material, trash and dubrls,
Flusta I'oronnlal Ryegrass and 101 Redtop Bentgrass.
Any soil investigation data furnlshod to Contractor by Owner shall be for
top,oll, and dispose of
it off project site unluss othorwiso
the convenlunce of Contrirctor, and Owner will not be responsible for any
dlroctud. Thu location of dump
and length of haul shall be the
B, f ,�
-Cs1d SL. nroa Adjacent
to Pavor�nt: Blended m (xturo of seed she I I be
variance in actual condition,, with such data or Interpretations or
, s s ,.
Contractor ro'sponsiblllty.
appllud at tho
rale of 90 pounds per acro. The mixture shall consist
conclusions drawn therefrom. Data on subsurface conditions do not
of 351/ ldustang
turf-iypu Tall Fescue, 301 Fiesta Perennial Ryograss
r t +t or n►rrant of tl►o cont 1 nu I t of such
const ttuto a I upro..on a on
conditions.
Contractor shall schedule a pre: -construction con faronco with Eng Inoor
prlor to start of construction to .rev low the pions and scope of project.
Contractor shall obtain latust sot of drawings prior to start of
construction. MInor changus may be made If :III rev low Inj agency
approvals aro not granted buforu bidding. Changes In co -,t shall be
nugutlatud prior to physical constructlun based on unit pricus submlttod
on the contract documents.
Thu Contractor shall contact all utility companies to iocato all mains,
conduits, service lines, oto. In the construction affected area.
Exlsiing utlllty structures are shown huro In accordance with avallablo
Information. Tile location and pro-luctlon of u1111ty structure:: and
facIIItias, their support and Ina Intunanco during construction (In
cooperation with applicable utility), Is the oxpross responsibility of
1he Contractor In the porforn►anco of the Contract and In the preparation
of the bid. The contractor shall notify the onglnour of any changes,
orrors or omissions found on tt►oso plans or in -tile field butore work Is
started or resumed.
The contractor shall be responsible for obtaining or verifying that all
permits and approvals aro obtalned from the respective City, County and
State agency prior to starling construction. Tho contractor shall also
be responsible to comply with the conditions sot forth wlthln each
pern►It.
It Is the rospon.iblllty of the dovel'opor and contractor to maintain
quality control management throughout the project. Failure to do so may
rosult in removal and replacement of filo dufoctivo work. It Is
recommended that the duvoIopur have a qua IIfIod Inspoctor on Tile job at
all times during construction.
It is essential that the wori( to be done in conjunction with this project
be installed according to theso pians and spoclflcations. Upon
complution, the Englnuer will hu roqulrod to certify to certain portions
of tills project. Therefore, It Is necessary that the work being
porfortmid corny I y w I th those p I .ins and spot I f( cat I ons I n order to obta I n
acceptance by trio governing agency.
Maintain carefully all bench marks, monuments and other reference points;
if disturbed or destroyed, contractor shall contact ongineor. Boundary
IInes of property have boon ostabIIshed on the plans arid contractor shall
oxorcI-o caro that building IInos aro established in accurato conformity
with dlmonslons Indicated. For construction and grading purposes, a
bench mark has boon ostabllshod; the elevation Is indleutud on tile
drawings. All vertical dlnx,nslons and final grades shot be uslabllshod
f rom the bench mirk.
All quantities given on the prints, verbally or in the Scope of Work
section aro estimates and shall be confirmed by the bidding contractor.
Contractor shall be required to maintain records of all as-bullt drawings
and construction activity during the construction process. All as -built
drawings shall be submitted to the Engineer upon completion.
T1014 02?20 - EARTi IdQR j
yadL _
ent: The work required under this section consists of all excavating,
ling, rough grading, backfilling and rolated Items necessary to complete
work indicated on the drawings and duscrlbud In rile spoclfleallons.
In general, the items of work to be performed under this section shall
Include: fill compaction and rough and finish grading of entire slto as
Indicated on the drawings including subgrado propa radon and grading for
sirouts, building pads, parking lots, walks and gonural cut and fill.
FIIl material: shall consist of earth obtained from cut areas, borrow
pits or othor off-slt'o sources. Earth shall be free from vegetable
matter and other deleterious substances and largo rocks. Fill obtalnod
from off -situ :;hall be of klnd'ond quality as spoclflud for fills and 1ho
source shall be approved by the ownor. Tho fill material shall be placed
In layers not to excoud six Inchus following compaction. Molsturu
contunt of fill material will be such that compactlon 'to be spuclflod
d�nslty Is possible. All fill beneath paved areas, floor slabs and
future buildings shall be compactuJ to at least 9,(./ of filo modified
Proctor max l n►u,n dry density (ASTM -D-1557) or t, l ghor It rucomnKundud by
Solis 1_nrgIneer. Sue SoII Report by dated
for soli conditions and fill recommendation::.
Excavate, replace and dispose of site soll materials determined to be
unsuitable by Project Cnglneer if Project Engineer so directs.
Replace unsuitable soli materials with Common Fill Matorfais specified
,end backfill, compact and grade the ropiocomiant matorials as shoeiflod
heroin.
Dispose of unsuitable soil materials on site in the area dusignaiud by
Engineer and sued as noted. Bury pits can bo utilized In nonstructural
fill area not rostrlctud by other uasuments to obtain suitable fill
material and wastu unsuitable soil and topsoil.
Contractor will be compensated for excavation, replacement and disposal
of unsuitable soil materials basad on the volume of excavation tlntu the
contract unit price of the specified fill.
Perform earthwork operations to ostobllsh required elevations and
dlnwnslons within the following tolurancos, except that no tolerance will
be pormltted that would allow a lessor slzo than indicated for footings
and foundations or a fossor thicknuss than indicated for paving, paving
base courses and concrete floor slabs-on-grado.
A. Under buildings and paving areas: + 0.10 foot.
B. Other Areas: ±_0.20 foot.
RTIFIED BY
"'LCT I Qf{ 071 10 - S i TC CLEARING
I. Scour: n f i'lork
Clearing and grubbing shall consist of cutting, removal and satisfactory
disposal of all trees, down timber, brush, projecting roots, stumps,
rubbish, boulders, broken eoncroto, fencing (as doslgnatud), and otl►or
material on the project site.
2. All debris generated from the clearing operations stated In Item 1 shall
be romovod and legally disposed of off filo project site; unless a
'Ibury-Pit", approved by the Construction Managor, can be utilized In an
area whore It shall not be bonnath building areas and/or pt►ve:mont areas
and shall not be located in an circa whore storm drainage structures shell
be located or where Impoundment of surface dralnago may occur.
3. Materials shall not be disposed of by burning unless approved by the
local Fire Marshall and the Construction Manager, and all required
purntlts are obtalnod by file Contractor.
4. Traffic: Conduct site clearing operations to ensure minimum Interference
wl*th roads, streets, walks, and othor adjacent occupied or used
faclllties. Do not close or obstruct streets, walks or othur occupied or
used foci IItlus without permission from the appropriate governmental
agency.
5. Prot-Icttrm of Exl_tlnr inLnrov.rnent: Provide protections necessary to
pruvuni damagu to oxlsting improvumonts Indicated to remain In place.
a. Protect Improvements on adjoining properties and on Owner's
property.
U. Restore damaged improvemonts to their original conditions, as
acceptable to parties having jurisdiction.
6. Protcrtion of Fxl�tIng Treos and Vegetatloo: Protect exfstin9 trees and
other vegetation Indlcalud to remain inplaco, against unnecessary
cutting, breaking or skinning of roots, skinning and brulsing of bark,
smothoring of troas by stockpiling construction materials wlthln drip
lln(,, excess foot or vehicular traffic, or parking of vehicles within
drip line. Provide temporary guards to protect troos and vogetation to
be r „i stand l n� . "
LECTI4N02' I - STRIPP 1 NG -
1. The Contractor shall remove all topsoil in the areas to be occupied by
roads, parking areas, walks buildings and designated future building fill
areas. Topsoil shall be removed to a depth of six (6) Inches or deupor,
if necessary, to remove vegetative matter whore required. Soo Solis
Report for approximate topsoil thickness.
2. Topsoll shall be kept soparotud from suitable fill materials and shall
not be used as fill under pavoment and building areas.
3. Topsoil shall be stored at a location whore it does not interfere with
construction operations.
4. Topsoil shall be reasonably free from subsoil debris, stones, etc.
5. Topsoil shall be spread over all areas to receive sooding and
landscaping. Landscaped Isiands and planting area shall have a minimum
of 12 Inches of topsoil arid soudod or sodded areas shall have a minimum
of 6 Inches of topsoil spread.
6. Excess topsoil to be stockpiled, in the areas ceslgnatod on the grading
plan, or removed from the !;Ito if dlructod by the owner or engineer.
and 151 Banff Or Wabash Kentucky Bluegrass,
4. Temporary Sooding:
A. May 15 to August 15; 401/acre Annaul Ryograss.
1-1. August 15 to Novombor 15; 2 bushols/acro Rye (grain) or whoat.
C. March 1 to May 15; 3 bushols/acro Oats.
5. Mulch: Wood cellulose fibro, straw, shredded hardwood bark free of
woods, sawdust, or forolgn n►atlor. Applied at a rate of 3/4 tons par
acro.
6. Fertilizer: Commercial analysis 12/12/12 applied at a rate of 6001/acro.
Apply lime to raise PH to the level needed for species being seeded.
Work fertilizer and line into the soil to a depth of 2-3 Inchus.
7. All Ilydrosooding/Ilydromulct►ing shall be In accordance with the preceding
requirements.
8. Sediment Control Fabric: Fabric shall be non -woven construction composed
of polypropylene and shall be ultraviolet stabilized.
9. If temporary sooding Is established prior to permanent seeding, the mulch
may be eliminated except In "bare" areas.
10. If grading occurs during Docornbor, January, or February, no soeding to
take place till spring planting time; however, It is imperative that all
sediment filters and traps are In place prior to bulk oarthmuving or
cloaring.
11. All areas along street (approxlrnai-oly 25 foot behind curb) shall be
soodod with pormamont sood mixture.
12. All lots/outlots whore grading has occured and no construction Is
expected to occur wlthln 60 days, shall be filled with additional 3"
lopsoll and seeded with the tomporary seeding process.
13. During dry weather, keep lawns watered with sprinklers or other approved
rnothods. Reseed any areas not germinating or damaged at intervals as may
be required according to seasonal condition. Water grass and oxeculo
necessary weeding until accuptoble and full stand of grass has boon
obtaInod. Upon acceptance by the Owner, tile Owner shall assume
maintenance of ti►e lawn areas.
14. All dates shown aro nominal and may be varied with concurrence of the
Engineer or the Local Soil Conservationist.
..; CST I QN 01020=QUAL ! TYn�_hi4Bti
1. Perform all work In tt►e most workmanlike manner and according to the best
standard practices. All work shall be free from faults and dofocts In
workmanship.
2. Contractor shall be soloy responsible for quality control of the work and
shall maintain quality control over suppliors, n►anufacturors, products,
services, slto Condltlons and workmanship to produco work of specified
quaIITy.
3. Required testing and Inspection are Intended to assist In determination
of probable cornpl lances of the work with the Contract Documents but do
not rullavu Cuntractor or Subcontractor of responsibility for lhoso
conipllances. Spoclflud testing and Inspection are not Intundod to limit
Contractor's quality control program.
SECT i oti 0104 0 - SAFFTY
I. Contri,ctor shall take all nocossary procautions for ti►e safety of persons
SECTION 02620 - UTILITIES (Gas, Eltctrlc. Telephone and T.V� and the protection of the work and adjoining property. Contractor shall
comply with all appllcablo provision:; of federal, state and local safety
1. U1'Illtios: It shall be the responsibility of each contractor to verify laws and building codes.
all existing utilities and conditions pertaining to his phaco of work.
It shill also be the contractor's responsibility to contact the owners of 2• Contractor shaII erect and properly maintain at all times, as required b
the various utilities before work Is started. The contractor shall conditions and the progress of the work, all necessary safeguards for the
notify In writing the owners or tho Engineer of any changus, orrors or protection of the ontploycos of Contractor, his subcontructors Owner and
ornisslons found on those plans or In the field before work Is started or Its lessee, Owner's other cont actors, members of the public and
P for rile
rosumod. protection of ihu work and adjoining property.
2. If active utilities aro encountered but not shown on the drawings, the 3. All workmanship shall comply with the Occupational Safety and health
Engineer and utility representative shall be advised before work is AdrnInistraIIon Standards.
continued.
3. Inactive and abandoned utilities encountered In excavating and grading
operations shall be reported to file Engineer and utility company. Ti►oy
shall be removed, plugged or capped as diructod by thu utlllty company
and Engineer.
4. Rules and regulations governing tiro respective utilities shall be
observud In executing all work under this section.
5. Granular backfill shall be required for all utility crossings under
pavemont areas excopt for utlIitlus whlch aro bored or pustu,d under
street.
6. Conduit shall be required for all crossings under pavement areas.
Contractor shall coordlnatu w'11h each rospectivo utility for their
ioc:)tlun and Installatlon. Conduit shall be 4" PVC `Schudule 20 or
approved equal.
7. Existing storm sewers, sanitary sower;, water mains, gas mains, electric
ducts, telephone ducts, stoam mains and other underground structuros and
their houso connections have boon shown on the plans according to the
bust available Information. The exact location and protuctlon of those
faclllties and structures, their support and maintenance in operation
during construction (In coopor;►tion with the proper authorltl„s of the
utility involved), is the express rosponslblllty of thu Contractor in the
performance of Ills contract and In the preparation of IIIc bid.
All streots, parking areas in contract limits
Curbs and gutters
Sldawalks (walks in front of lots to be installed by house contractor)
Signs, concrete slabs and exterior stops
2. Concrete: Plain concrete pavements shall be constructed In accordance
wlth suction 501 of the Indiana Dept. of Illghways Spueiflcatlons.
Concrutu sh:ill be rowdy -mixed concrote and shall bo a mix of proportioned
fine arid coarse aggrogotos with Portland cement and water. Mlnlmum
cement contunt shall be 6 bags per cubic yard of concrete and m:rxlmum
watur contunt shall be 5.5 U.S. gallons per sack of curnont, Including
moisture in rho aggregate. Slump for normal weight concrete shall be a
inaxlrnum of 4 Inches and a minimum of 2 Inches. The slump of machine
placed concrete shall be no less than 1-1/4 Inches nor morn than 3
Inches. Standard lost ASTM C-143 sha.'I be used to munsuro slump.
Cornprossivo strength of eoncroto at 211 days shall be 4000 psi. All
exlorlor eoncroto shall have air ontralnmunt of 5% to tl by volurno par
AST�14 C-260. Rutomporing of dullvered concrulu will not bo allowed.
Concrutu shall be composed of:
A. Portland Cement: Conforming to ASTM C-150, Typo IA or Typo IIIA.
B. Aggregates: Conforming to ASTM C-33.
C. Wotor: Shall be cloar and free from injurious amounts of oils,
acids, alkalies, organic materials or other deleterious substances.
3. Ileldud Stool Wire Fabric. i•huro required for eoncroto reinforcement
shaII con torrn to ASTM A185.
4. Premouldod Joint FII!or: Shall be of non-oxtruding typo meeting ASTM
D-544, oxcopt that promoulded jolnt flllor used In eoncroto walk
construction may be either non-uxtruding or roslllont.
5. Bituminous Pavomont Materlals: All materials proposed for tho
construction of bituminous pavements shall comply with the Indiana
Dopartmont of iIIghways Specifications, per latest revisions (Section
403).
6. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed
gravel sha I I be a rn i n l rnum of 35% cru --hod material . Chort shit I I be
Ilmitud to a maximum of 8% of Thu total: Material shall be free from an
oxeuss of flat, olonga'tod, thinly laminated, soft or dlsslntugrated
pieces; and shall be free from fragments coated wlih dirt. Compacted
aggregates shall be graded as follows:
SIEVE SIZE ;i: PASSING
1-1/211 100
1 " [)0-100
3/411 70-90
1/210 55-80
Y4 35-60
Ili 25-50
130 i2-30
1200 5-10
7. Tack and Prime Coats: To assure bond between baso and binder courses or
botwoun binder and surface courses, apply complete tack and prime
coating. Place binder and/or surtacu course Immodlatoly attar applying
Tack or prune coat after an appropriate drying time.
A. Apply tack coat to contact surfaces of previously constructed asphalt
or portland cement concrete and surfaces abutting or projecting Into
asphalt concrete pavoment. Dlstrlbutu at rate of 0.05 io 0.15 gallon
per square yard of surfaco. Cut-back asphalt type: AASIITO M 82
(ASTH 0 2027) MC -30, MC -700, MC -250.
B. Apply prime coat ovor compactod baso stone. Apply matorlal to
penotrato and seal, but not flood, surface. Cure and dry as long as
necessary to attain penotri,tfon and evaporation of volatile.
Distribute at a rate of 0.2 to 0.5 gallon por square yard.
Emulsiflud asphalt; AASIITO M140 (ASTid D 997) or M20U (D 2397); SS -1,
SS -111, CJS -1 diluted with ono part water to one part emuislflud
asphalt.
0. Striping ilaturlals: Traffic paint, white, chlorinated rubber baso,
factory mixed, quick drying, non -blooding: conforming to Fud. Spuc.
TT -0-1 15C, Typo I I and con f orrn l ng to I SliS`.; Sect l on 908.
9. Grading: Do any necessary grading to that performed In accordance with
Earthwork Section, to bring subgradus, aIfor final compaction, to tiro
required grades and sections for slie Improvomont.
10. Preparation of Subgrado: Remove spongy and otherwise unsuitable material
and replace with stable material. No traffic will be allowed on prepared
subgrade prlor to paving.
11. Compaction of Subgrado: The first 6 Inches below the subgraoo shall be
compaclod to at least 95% of the maximum dry density as dutorminod by the
provisions of AASATO T-99. Wator sit:►II he prevented from sland Ing on the
compacted subgrado. Clay and silty clay soil shall be compacted at a
moisture contrint 1% to 2% ahovo optlmum moisture to reduce future volume
changes.
12. Acceptance of Subgrado: Tho placing of the stone base constitutes that
the paving contactor has aceuptud rho condition of the subgrado and
accepts full responsibility for rn:,intalning the grade oluvailons and
contours Indicated on the Drawings. Subgrado should be Inspoclud and
testud by the appropriate governmental agency prior to pavonx,nt
construction.
Should the paving contractor rofuse acceptance of the subgrade, ho shall
noilfy the Gonoral Contractor Inunedlatoly of the do(Iclunclus. Should
tho paving contractor fail to notify Tho General Contractor of any
deflcloncles and/or proceed In -rho placing of filo stone baso, sold
actions shall constitute acceptance of subgrado.
13. Ut111ty Structures: Check for correct elevation of all manhole covers,
volvo boxes and similar structures located wlthln areas to be paved, and
make, or havo mado, any necessary adjustments In such structures.
REVISIONS PAUL I. CRIPE, INC. • CIVIL ENGINEERINGTECH. CNK. DRAWN BY SCALE
7172 GRAHAM ROA • LAND SURVEYING /YG/vE
INDIANAPOLIS_ INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE
g g, w ►en toner(. e p i aced . Forms
be clean and smooth IntmodIatuIy before concreting.
C. Placing Concrete: Concrete shall be deposited so as to require
little rehandling as practicable. When concrete is to be place
an atrnosphoric tomporaturo of :S5 degrees F. or loss, paragraph
of filo Indiana Department of Highways SpocIflcatlons, latest ro
slid I be fol lowed.
15. Concrete Curb and Gutter:
A. Cxpansion Joints: Shall be 1/2 inch thick premouldod at ends e
returns and at a maximum spacing of 100 feet.
B. Contraction Joints: Unless othorwiso provided, contraction fol
shall be sawod joints spaced 20 foot on cantor.
C. Finish: Tamp and screod concrete as soon as placed, and fill a
honey combed placod. Finish square corners to 1/4 Inch radlus
othor corners to radll shown.
16. Concrete Walks and Exterior Stops conforming to Suction 604 of the
Indiana Dept. of Highways Spoclflcatlons.
A. Slopes: Provide 1/4 Inch per foot cross slope. Mako.adjustrnor
slopes at walk Intorsectlons as necessary to provide propor dra
D. Dimonslons: Walks and stops shall be one course construction c
widths and details shown on the drawings.
C. Finish: Scroed concrete and -trowel with a steel trowel to a ha
dense surface after surtaco water has disappeared. Apply medlui
broom finish and scribe control joints at 5 foot spacing. Prov
1/2 inch expansion joints whore sidewalks Intersect, and at a in.
spacing of 40 foot butwoun expansion joints.
D. Wheal chair ramps shall be provided as detailed.
17. Curing Concrete: Expect as otherwise specified, cure all concrete
of the methods described In Section 501.17 of the Indiana Dopartmi;n
highways Spuclflcatlons, latest revisions.
18. Bituminous Pavement: Ilot asphalt concrete pavement shall be as spa
In Section 403 of the Indlana Dupartmunt of Illghways Specifications
latest revisions. Paving will not be permitted during unfavorable
woathor or when the temperature is 40 degrees 17. and falling.
19. Compacted Aggregate Subbase: The thickness showon on the drawings
minimum thickness of the fully compacted subbase. Compaction shall
accomplished by rolling with it smooth whoolod rollor welghing 8 to
Ions. Compact to 100% of nwxlmum dry density In accordanco wlth Se
304.05. Along curbs, headers and walls and at all places not accos
to the roller, the aggrogato material shall be tamped with mechanic
Tampers or with approved hand tampors.
20. Construction within Right -of -May: All street construction wlthln t
linos of dedicated right-of-way shall be in accordance with the
Specifications of the City of CARMEL
21. Pavoments built by stage construction, that is pavements used to ca
traffic before the full pavement structure is in place, will have o,
stage used by traffic Inspectod by the County Engineer for dlstrussr
areas before the next stage Is started., Dlstrossod areas will be
repalrod to the satisfaction of Thu Cnglnoor boforo an addltional s
Is constructed.
22.. Street and Traffic Control Signs: Street name and traffic control
shall be furnished at the duvuloporIs expense and installed prior ti
release of the performance bond or prior to the Issuance of the fir!
occupancy permit, whichever occurs first. The signs shell be Insta
on one post at each street intorsoction at an appropriate spot In u,
northeast corner wherovor possible. Signs and posts shall be stand
sizes and colors on reflective ssurtacos In accordance with section '
arid 91.' of the Standard Spocif is:itlons of the Indiana Dept. of Illghi
SECTION 07910=-14 I L EROS I LM1 ffRj�[Q�
The following is a list in sequence of construction activities to con
erosion:
1. Contractor shall Install sediment traps and straw bale filters,
2. Mass grade the site (sides of swales, mounds and ponds to be sea
mulched immediately upon completion). Temporary seeding shall b(
recunm,unded for all swales and disturbed areas that cannot be fir
seeded within a timo period that will prevent slopo erosion. For
Temporary sodding, the contractor shall utilize a fast growing sc
olthor oats, annual ryograss, wheat or rye depending on time of 1
Disturbed areas shall be kept -to it minimum at all tlmus.
3. Contactor shall control mud accumulation on all streets surror
project by Installing stone surface at all locations whore constr
traffic leaves the situ. Dust shall be kept to a minimum by utll
sprinklinq, Calcium Chloride, vogetative cover, spray on adhosivc
otho- approved rnothods.
4. Maintain all filters and traps. during construction to prevent ani
blockages from accumulated sodimont. Additional sooding and strc,
may bo'roquirod during construction as specified by Englnuur or
Conservation Service. Hip rap shall be placed In areas of hlgh v
stroon, flow (n►Inirnum sizo 1/3 cu. ft.). Paymont for addl'tlona! r
(not shown on plans) and seeding shall be paid for on a unit bast
5. Contractor shall Install all sanitary sewers, storm sewers, subs
drains, and water mains. Straw baio flltors shall be Installud it
storm Inlets (including stroot Inlets), and all temporary dralnag
at 100 ft. intervals.
6. All proposed street areas shall be paved as soon as possible aftc
subgradu is prepared.
7. All disturbed areas shall be seeded and mulched as specified
8. Contractor shall maintain all temporary erosion control measures
throughout the construction phase of this project and remove all
Temporary erosion and sodlment controls only when there is a ;uff
growth of ground cover to prevent further erosion.
BLOCK II CSTP 801 CONGRESSIONAL BLVD.
DATEI CLIENT TECHNOLOGY CENTER ASSOCIATES DWG. TYPE FILE NUMBER
JOB NUMBER