HomeMy WebLinkAboutC9.0 - 180622FMRIMpiK
1. SWPE OF Wg2K
A Extent: The work spired undr this section
consists of dl apawning, felling, rough grating
and realed items necessar to coon tale the wok
indicated er the drawings and desmbn in Be
spuificolons. The Contractor shall notify in w lting
the owners and the Engines of my charge ,errors
'ms found an the plans a in Be bad
before work is staled or resumed.
In moral Be items of wed to be
9
rformed under this xclon Mall mdtde:
wring and grabbng, ), prod of trees antl
stumps i Mere required), towage f ap trees
to remain, ion sung and storage of tmtka,
col tem inner and Rau radio of mire
site P 9h 9 9
2 Exmwled material that is suitable ma be
used for fills. NI unmRable conedd and y
surous ema ated materM not reached
shall be renoed kwn the site Be
loalion of Pump and length of haul Moo be
the Cmtal reyvnsbAlty.
3. Pudde and place any oatli[imvl fill
material two an Be site as may be
ssary to Produce Ue graces required.
Fell obtained ham off site shall be of kind
and quality as specified for fills herein
antl the source approved by the Ownr.
4. The Contractor shall acc t Be site as he
finds Il and shall remox all tropadl, rubbidh
and debris turn the site ror to stod'm
P 9
ncowtim.
B. Work not Seduced: The Covering items of
rooted wed are specifed and induced in OBer
nations of Mesa opuffcolions:
1. Exemption, grading antl b yeafllling for
utlity Ines
2. Stem drainage systems
3. Sanitary «Win systems
4. Sleds and poving
5. Water supply system
2. BENCH MARKS
Maintain mefully all beam marks, meruments antl other
other reference points if disturbed a destroyed.
Contractor shill contact engineer. Replacement shall
be at Contractors expense.
a REMOVAL OF TRIES
A Remove all trees and stumps from am to be
u ied b road and surfaced coma Removal of
trees outsiEe those arum shall only be dine as
noted an drawings w approved by Ue Dmw.
B. AI how, stumps, wood and other xfax tan
the trees shall be rrnaved to
disposal arms on of Be site. Dispond by burnng
shall not be pamitts unless proper pwmfts are
btained (whore applicable). The I.......
l azyP. R99'R�fq "
4. PROTECNON OF BERB
A Cenral Protection: The Cmtraclur droll be
commable for the protectian of tope, bunks
and rats of existing trees on the project site
that are to remain. Enslarg tree subjact to
constructia damage shall be boon, fenced a
otherwise protected before my work is staled;
do not stall le within bronM read Remove
idWering branches without injury to trunks and
aver wars with tree paint.
5. HAN11i OF TOPSOIL
A Remove all or sic materd ban Ue arms
9
to be amain by banding; wads woks and
poring Aln Ple and store tonstr at a lowlion
rhea o MI op of whall a crkaday er
opaalon& s, win shall be rumnabd . torn
bobmil, emris, wads, gems, sloes etc.
B. After completion of site grading and substance
utility Fstallatia, lap ml Mal be reph«tl in
areas designated an the wmaan cmhd plan for
«nin and or ad. M remainin t edl Mall
9 / 9 op
be Y9n for fng me medag around tWdures
and Imdma in weds.
P9
6. DISPOSIRON OF URURE5:
A
Rules and regulations governing the respeclx
stores Mall be cbxflee in "manna all work
9
undw Uis section.
B.
If attire still ere encountred but not Mom
Mom an Be timings, Be Engineer Mal be
aids before war Ss mnUnun.
C.
Inactive and chanemn utlities encountered a
coning and grading operations Moll be
reported to the Emnew. Bey Moll be femoxd
plugged a copes as directed by Ue Utility
Company An the Dghm.
D.
Il Mal be the responsibility of each contactor
to verfy all existing utilities antl conditims
pertaining to his phase of the war.
Il Md
aim be the contractors re onsibNt
op
to contact
owner ai the various utilities before xark
es startetl.
is
]. SEE GRADING:
A Garen: Contractor Mall erfam ak cuttin
filling ampecting of fillspand rough making
required to bring entne propct an to grade as
Mom on the drawings
B. Rough Gating: Be ideance fa paxtl areas
Mal not exceed 0.10 feed plus err minus Mow
the establiMn moored& All Ober areas shall
n t exceed 0.10 het plus a minus the
established wade. AI banks and other breaks in
gratle Mall be remand at top and bottan.
C. Compaction Requhements
I. AI arms undr burning pads antl pope mepu
Mall be compacted to 100%sanded procter density.
2. All other fill areas Mal be compacted to 90%
standard proctor density.
3 All eras where at i3 consu y to meet Ue
design sub -grace we regdred to be scaifis 12 homes
below sub -grade and meet the above commotion re sun
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulaiidns
..f af..5....d I.....I r..e...
City of Car msel (�
�A;arf VilUopwfi WAlf_
DATE: 06/17/19
.:I. ..A: .M.:aq
A. The Contractor Mal confirm all earthwork quantities
prior to slat of consWction. If an excess a
anent ghe of Mi is encwdern, Be Cmnactor
shall mnf wU Ue Oman and Engnser Be
requirements fm riakpiling, renoi w importing
of ewU.
B. Minor adjustments to Be Aware may be required
to earbwor balances when maw excess material
or shawl es are encountered It is rec fzee
erg oar
b Ue wrtr i hereto Bat the owsork tiers of s
r P
the G finer in doled inin ordance umlitiea
9 9 9
shill bin accae yi of m Engineers Wad Be
P
NO cal S«Ins. of rthe Etha th Slmapts for
mch bjent to th further that Bee cdaorings
e sub' t to the ate the wh se soil types s
oe Ibe sable l f its of be h grad xl lcomp
the allowable wnalon in finish gratle aria Imes tier
paramete they cause ei man a ce of these
of ametes envy rk m tether an excel a MWaje
r actual earthwork matexce to complete the pNjut.
N each m actual minor exacta w abet of
aP
m gineer8 oCdef4 Be Cmhmtw shall Cm a Ue
to mrsr to h etmaxi ii adjustment can be made
to correct the mbdance of earth.
9. TESIING
A Contractor shah hie at Contuctoa n ind endml
Detente a p
mil Inning serene to care sail compaction with snipe
of testing to bed toothe by Engineer. Gpies o! teat results
shall be submitted to the Engmeu.
SANITARY gMER SYSTEMS
1. SCOPE OF MXM
A The work under this section Includes all sanitary
xners marmos, deorml and heated items Including
coveting antl backfilling, necesmry to complete Be
work shown in the drawings, starting five rout outside
the bulaing walls. The ends of aewm shall be Bil ly
plugged o capped at the terminal points, camel
to b ildFgs, pending Be connecting of all Wm lines
to the building drain as specified F Ue plumbing and
armiteca l drawings. One out of'appramed' pains
Moll be an Be lab site at all times.
2. MATERIALS
A. Pd CMoride P' a PVC
Y^n)f 9 ( )
1. 6'-15a PC pqe Mal be SOR 26 antl mnfam to
ASiM OMME with a minimum col dassificotion of
12454-B or 12454-F Qnter Ban 15' PVC
pipe Moll Perform to An F6]9, with a minimum
cell classificalSm of 12454-C.
2 All fittings and p'mm Moll be corpenim
type flexile gadeted Ants, antl manufactured
and installed in accordance with Ue ppe
manufacturds specifications. No moment
cement pints M011 be allowed
B. Ductile Iran Pipe
1. Ductile iron U) pipe must meet ASIM A-]46
of AMA C151 wth mother asphaltic cwting per
AMA V51 and interior asphaltic mating mesting
AMA CI51 err pollethyleoe lining complying with
An D-1148 of nominal 40 mil thickness. Ridmess
design must be in accordance with AMA CIM.
2 Ant an DI pipe must be the integral bell fps g«kets
Ohl meeting AMWA aft metltmical pint Bill Al ing
AWWA ant, a AND 125 In. fimgn pint. Acceptance
fa memanicml and forged 'pinta must be Ploy staid
'1'-hood not and hex nut of Coerce brand Senn Dan
M (External) and saes 2B (Intend) Der AND Bb1.
C. Manhdes
L Prompt reinforced concrete manhde sections
and steps and concrete call rings Mal
conform to An C-4]8 latest revision. Exla'wr
of manhde shall be waterproofed with Socratic
material.
2. Castings shall be of uniform quality, hm
horn blow holes wosit hard of
shrinkage distortion or other notion. They
Mall be smooth and woul-maned by Mot -
blasting or by sane other approxd meUn.
The Moll be coated wiB M1dt oint
aP P
tough Mall result u a smooth coatng,
tough ono tenacious when <dd sal lady a
brink They shall re gray iron merilnq
far a A-48 sewer shall be eanhde covers
w/ malbey sewer shall be Neenah Type R-10]]-A
r/R-1]12-8-9 Frans w/sal!-Seoing applimtiin.
3. "now - Mmhde sections Mdl be "nee with
P
a nomad 1 2' dze but Nbber Nbba bone
/ YI
gasket material, iacation g era MSITO inn
antl Fnral ASOMf lac SS-S-210o. Joint
conUrms to ASIM C-493.
4. Manhdes Mall nclude steps. Mmhde Mips Mall be
uMal me mMn Mad reInmram p
avop new -centre fiberglass matnal.
The ca alien polypropylene Mall meet the
postal of ASIM D-4101 with deforms
3/6' did. or larger reinforcing sled confich g
la AM A-615 Grade fi0. St s Moll be a
m of et horn t 24 bon bottem and
16' apadng between.
5. Manors Mall be bedded ao a manular
foundation. The a ular foundation Moll be
compacted with ormal temps.
3. APPLICARDN
A. Permits and Cries - The infect of Bb suction of
the specifications i9 Bot Be cmhmdoes bid an
Ue war morn hrdn Mall be based upon the
drawings and semitrailers but Mat Be were
Md1 comply with col applicable con and
regulations as amended by my wdvers. Contractor
Mtll fumied all bands necemmy to gat promote
for cuts and cmnectims to mistin s
9 e
The Canimcnor al l be or AN orble her obof
rerrojec all orto s fen all a pwtims err
this project Pew toy Be l dd or co nt. The
Gonbadm Md notify Ue local t county
to coma err ant of anlmdml 4tr houn pr'xn
to commencement of sanitory cansiNctim.
B. Loral Standards -The lean local stmdadi as
used harm means the standards of desi n and
condmction of the respective municgal g
eepartmenl or utlity company
C. Ending Improvements - Maintain in opmting
condition all mfiw utkale& ne and other
mans encounters m the Sewer Installation.
Rook to Be coastal of the omen my damage
to existing afire Improvements.
D. WorkmmMq - To conform to all heal, state and
notivnd codes and to be approxd by all local
and state agencies having Pantaloon.
E. Dea - La all In m hmches "c t
Mm the Isrd authority mom written Permissio
fen Recoding a jacking of pipe. Open the beach
suWOmly ahead of pipe -laying to nowed any
nstractors. The width of Be trench shall be
the Inside a diameter lus 24 Inches far 12
pq D
cheer abore Be pf W. Sheet and brace the
irneh oe onuses. te prated workmen mtl
aajacmt nal Saf ty All benching h cmpy with
0mapards. Safety mtl Health bemfnisiration
S nebectee. Open irenMes shall en properly
otedetl and err from ewa when left unattended.
is benches hoe hem water sta wnsholl
eq
p. in ress. Under be circumstances shall
lag
urtenancee fr laid in ht erea wale.
pqe err aW 9
Conduct Ior titural a nag bents ors. in
to deems a naturalgdoinage channNs. g
R Special Supports - Mmem, in the mother of Be
baises,, the soli at a bill Be ripe gratle
nsuitable for suppMing sewers antl
appurtenances specfedd Sn this xdker suds
special suppod, in addition to base sham or
specified, shall be podded pu Be Enginar may
bred, antl the contract MI be adyned.
G Modelling - for a depth of al lean 12 Inches
above the tap of Ue pipe, baGAll with 1Y' of
cashed stone a tactured face a e ate
CCompact this backfill �Boaughly. taking c� not
to dotal Ue pqe For Ue remaining trench depth,
bakMl wIB earth err granular material containing
Mean or rods not Irger than 4 aches. Backfenl
under and within 5' of wi parking moos, hlwWays
and sheets Mall be granular material may - Baraughly
compacted, by approved methods.
H. Flaw Climbed -The flow channels within armholes
Moll be an integral part of the preca«t pose
The channNs shall be shaped mtl formed for a
dew ecnsims with proper hydraulics to allow
the smmU convstance of few through the manhde
Be bench wall shall be farmed to the crown of the
beet and wad eo to form a V she ed
channel. The bmdh wall shall slope bad tam the
crown at 1/2 inch per foot to the manhde wall.
No brick. rock or sand Him who be allowed.
I. InMBdim -The mntructor shall famish
summary equpnent to lest xwrs far
Infiltration. InMbation rates shall not excmtl
the Local Standards. AI smitay seer lines
upon comelelia wpl be required to pass a low
measure ai test, unless otherwise cireMW by
the City Enamr. Said test Mall be
conducted according to NCPI Standard MCUad,
and shall be witnesses by an inspector authorized
by the City Engineer Infiltration under
test shall not exceed 100 gallons per inch of
made diameter of seer pipe per mile of nwr
in 24 hours antl is Inclusix of all
opWrtenances whon the section being tested such
as manhdn house connectiol etc.
Any pMical not passing mid tests for wceplmce
Ma abbe ree dot the reestat tc,including re-exmwtion
an egmx.
J. Flushing Sewers -Flush all sanitary mops except
bolding when with enter to obtain Nee flow
trough each line Resume dl sell and lash tam
appurtenances mt man to acceptance of work.
X. Plntic Sewer Pipe Installation - Plastic seer
pipe shall be installed in mcweance war AS�M
D021 er latest revisits and no lank e
D P pp
Mall exceed m II paint mandrel test ed at Be
of e t All sewer maim Moll be tamped at Ue
tone the hus to tat Ss and grad All mans
Mall be iNe to alignment and grade.
L Start Wall Connections - No ref drabs fatn
chains and/err surface watch chains may ee 9
connected to the sonil «was hem bdudin
dry X on 9
temporary cmnectims durng casiNctbn.
M. Waterline Conan - Water and sewer I'ne ac_In
9 op
aria separations shall Id Sn acaatlmce with ten
States ers and aka and lawn and state anes.
Walsmn and notary sewers shall malnUn a
minimum of 10 hot hwizaran s amtian and a
op
creamum 10 Snches of demmce between pipes at
sat gs Olherrix, sbe con sew d of at
fnt al watninn ehdl be cenwith co tl m xotw
weeks wade Duple Iron Pqe with rawer pipe
pious one fittings. Dne length of sneer pipe
MWIa be centered at Ue waterline crossing
op Bat no pint is dose Ban 10 inn to the
N. UBlies - It Mdl be the msbkl of
men contractor In ramify del existingyallitin
and conditions containing to his phone of the
work, It shall also be Be contractors
responsibility to contact the omens of the
s utilities before War is started The
contractor Moll notify in writing the omen and
the moral of my changes errors a omissions
found m the« plans or In the field before work
ea stal or resumn.
U. Service Laterals - Indiviled buildin senate lines
9
equa bt 6 inches in diameter and of oration.
equal to that hall be d Sn m d Bls Section.
sewer y as shall bl cmnedge to ly mina
ewer by s sup vt I orywas gmmlly Mom
within Bete alms. cer•of Inn Mak d
exlentn to a diwithin of 5 feet ee"na the round
of -way line ands Ma 5'e of the existing gerund
mo a The ends Mall be plugged and sealed
weB a kola tS t m .sews nMae Ilan Mall
9h P
be morn waB a Yxto pdM green and mtmeing
hem the lotnd and to l' abore ode.
m
P. Nor Sanitary Sewer Main Construction - Contractor
Mall record length and dimensions of each music¢
ne stub ban newest downstream manhole measure
Along Be sanitary sewer mam. The locations of
mal and sadce lines along with my other
candructim Mann are to be inn paled an
9 oN
the Wgntl d sumnift am dawings gi pu-half
Imer co and submitted m the Engines l non
nor emmpM d or cerawaem pu pannble, not
to excen 30 clop.
0. Fold Testing - All mrni must be racaum tnled
aver inMallMion, repair or modification in amonmce
with ASIM C12WH93, Standard Test Method for Concrete
Sewer Mmhdes by Negdix Air Pressure (Vacuum) That.
STORM SEMEA SYSTEMS
1. SCOPE OF YNRK
The weak under this median incltdes all storm wits,
storm water inlets, and related items, Including
excapting and backfelling necessary to complete the
work Mown an Ue drawings. AI work and materials Mall
meet local spedficalim u
2. MAIERIAB
A. Storm Sewer
1. Renforced conmete sewr pipe Mal conform
to An C-]6 latest revision, wU pints
Ni famng to ASIM C-443 latest Formal Men
Marra pipe Is located within public ralut-of-way.
2. Aluminized I 2 cwry ated stetl a Mal
be manufactured ind amwdmne wiU AASHiO M35
(tyre I with 2 2/3' x 1/2' comegmims for
12 and I5' diameters type IR wRU 3/4' x
3/4' x ] 1/2' carrvgativna fr 18' diametr
d law r. Be a Mal be formed hem
9) vv
m aluminize ateN type 2 mil Nat cmfame
to AASRO M2]4. The lower gage ihidnex of
Be pqe Mdl be pu idles
12' - 36' 16
42'-Be 12
54' - 84' 12
3. Hi densit th ens MAI Worm
9h Yand pere P
to st wet a and it ho Type t opaifeotions
latest redsnm and mall bore TIMD12
D3350, atims weaker. g to ASIM D1240 a
03J50, latest redden.
B. Merl
L Prm«t reinforced cmpete manhde Sections
and steps shill cafam to An C-478 latest
revision.
2. Casing Mail be of crown qual tan
ban blow Ides, porosity, hard spots,
shrinkage distortion a other dMects They
shall be smooth and edl deemed by Shot
-blastin orb some othe rove methed.
They shill beycated with asphalt paint
which shall result in a smooth coating,
tough and denadw3 Mm cold, set Rohr w
brittle. They Pool be way iron meeting
ASIM A-4B Inlets revision.
J. hands - Mmhde seclms shill be Anted
ith whom type gaskets. The Nbba type
goals shall meet AM C-443 Mot
Man manhde and storm ppe we
confinuausly F water.
4. Shop Dmi - Contractor to submit Mom seer
structure recast drawn s to en Fee fa im
to Insnallv(im. g g opProma m
C SUBDRANS
I. PWaraln Ramada pipe Nobel AM conform
to ASTM F-95, AASH10 M-252 (4' to 10' ppe).
a APFlICATION
A. Permits and Codes -The intend of this section of
Be edf lone Ss Bat Be cmbactirs bid m
op
Be cook alms hwln shall be baxt upon the
drawings and ith AN atlas but that Be wok
Mall cwnply wAe all ed by m mom and
Mal owns ere ammdea ec my wtomaa ermts
Md fumiM all bond necesmry to gel ms.
for ath and cmnntlms to noting sewers.
a minima shall notify the loll governing once cent
m of ]2 horn pro to the cemmmcement
of alarm sewer conatrudion.
B. Ideal Standards - the term local Readali as
used herein means Be standards of design and
strvation of Be eespu es munmpd
deportment or utlity company.
C Existing Improvements - Maintain in opmting
chndition all Actre unities, sewers and other
amp enmurdered in the Now InstalMion.
Repah to Ue srtinfootian of Ue owner any damage
to existing active Improvements.
D. Workmmdip - To Pmfom to all local, stale and
national cotln and to be oseed b all Ideal and
opp
state o9meiee haMg jurisiction.
E. Tfenchhg - Lay all pipe a open irmches, except
Men the I«al outhorily gives written pernipuioo
for funneling. Open the trench sufficient ahead
of ppe laying to reveal any obstructions. The
IdU of the laded Mall be Ue toade pipe
diameter plus 24 inches for 12 inches abore Be
pipe. Sent antl brae tench an summary to
protect waunen antl adjacent stractures. All
benching to comply wiU Compaliaat Safely and
Health Administration Standards. Keep trenches
t« from water while construction Ss in progress.
Under no cfrwmstances lay pipe w appudenmces
'n Stmdmg water. Conduct Ue discharge tom
tends dewatnng to drabs w natural drainager
channds.
F. Special S pports - Ahmever in Be Poinion of %e
Engineer the soil at w blow the pipe grade b
unsuitable fa supporting sewers and appurtenances
opecifis in Has section, Nm special support,
n addition U Ron Mown w mmAi ad, Mail be
pradtled an Ue Enginew may aged, antl the
contrad will be adjusted.
G. Bardefong - far a &PM of At ImM 12 inMms
abore the tap of Be pipe, badfill with emb or
wmuaar material hn tan Inge Mal rock
Nagmentak roots a sed. Tamp this backfill
Baraughly, taking care not to dirium the ppe.
Fw Ue remaining branch all beGfll with eats
a Renal material containing stern or racks not
la er Um 4 inches. Badfill undo antl with 5'
ro
M Wxa arms Moll l granular material only me
Mall cmiaem to local Mmdprov -
thaaughly acmpactn by approve meUods.
H. Manhole Inverts - Construct manhde flow chmmds
of canaete sewn ppe err brink, emathny finSMed
and of someh ow section conforming to the
nettle diameter of Ue connecting seem. Make
changes n size err grade gradudly and charges in
dreclian by true curves Prodde both chmnes
for do connecting sewer at each manhde
I. Subarons - All subbroire Mal be 0f the size
Mom m the plans and shall be crostmcted to the
mean Mown. AI dr ins constructed oft -Ate as
pat of Ue what been coil be located pu Mom.
J. Ul - Il Mall be Be re patibilit of each
contNdor to verify ak exist ni g utilities and
conditions DWaining to his phase of the work.
It Mal aleo be the contractors community to
contact the awnae of the iW We utilities before
wok is started. The contractor MAN notify in
voting the cents err the engineer of any changes,
anal w omissions found an Men alms a In the
tiro before work is slWed or resumed.
SNIEETS AND PAVING
1. SCOPE OF "K
A The week required under Bis section includes all
concrete and bituminos paving and mated items
necessary to complete the wed indicated on dawngs
and de9crbs in the specifications, heal bet not
ISmitn la
All streets, Paring Palms in contract f Se
SheWdks and concrete dabA extala steps.
2. MATERIALS
A Concrete - Concrete Mdl he rmdy�mixed compete
also shall be a mix of proportions fne and course
aggregates with PWwd cement and water.
Mbamum cement content MAN be 6 bogs per cable
yrd of Promote and maximum water content shall
be 5.5 U.S. gallons pin cook of cement, including
moisture in the aggregate. Slump for normal wdght
compete shall be a maximum of 4 aches and a
mFm m of 2 inchs The dump of macdne place
Pete shall be no Ins than 1-1/4 inches nor
more Ban 3 inches Standard test ASnA C-143
shall be used to measure dum . Coon ressive
D v
siren of concreted 28 iv shall ro ment d
9U X v
5% tWur y where shall haw o'er entrainment of
SS to al b rsume f AST1l corks Relem Inn
be coma cmcrse willpnot be allowed. Canaete Meal
be C 09ed Of.
arq
I. Paumd cement - Conncting to An C-15D
Type IA w Type IIIA.
2. Myregotes Con Rol to An C-33
3. Water - %all be clap and free Fan
h' rious amounts of all act alkali
Y A as A
wgmnic materials a other ddetuiWs
subehnces
B. Welded Sts Mre Fabric - MM1ae reduced for
concrete reinforcement Mall perform to ASIM A105.
C. Prenwlded Rail Flier - Shall be of non
-extruding type meeting ASIM D-544 meant Bat
premmided 'pint filler used in mnade walk
construction may be either rim -extruding w
Romano.
D. Bituminous co meet Matedids - NI mateids
propmn fee Ue consWetion of bituminous
oayments shall can with the Income D Wment
f Tmopatalaon sumficalions, pan latest
E. Compacted Aggregate Subli Shall be mashed
stone a grams. Col gra t shall be a
m of 35%wMed moterid. Chart Mall be
knifed to a maximum of 85 of the total. Material
shall be tee Note an excess of flat. elmgoted,
thinly laminated, soft a tisnhgrated pkcm
and shall be tee tan fragments coated xib did.
Compacted Wooden Mall be graded as follow:
SEYE SIZE R PASSING
1-1/2' 100
1' 00i
3/4' ]0-N
1/27 55-00
14 35-60
25-M
2-M
i20D 5-10
I Prier to beginning excavation and embankment operations, all necesmry dearng, gmbbng sca1D'ng and topsoil shipping
and subsequent PacId rig for rommed items within the dope stake limits shall be pMormed in accordance with Section
2DlB3 and 201.04 of the Stantlad Specifications. AI lopsel, vegetation, mote. stumps biable and deleteriom motional shall
be wnpletely removed within the limits of Ue dope stakes.
I Excesalons
(1) Ana excowtian operations, all spongy mtl Yarding mandrel that does not readily compact Mall be remoM tam within
Be dope stake limits and Be cnnotng wid shall be raffled AIN suitable material antl compacted in accorance with Sedivn
203 of the Standard Specifidafma.
(2) My pronaunced dawessians within Be dope slake limits resulting after excavation operations shall be refilled with
eo@dare material antl compacted In accordance with Samoa 203 of be Standrd Spemicalons
Embankments
1 Fmbanementh shall be consWctn In accodance xith SeMim 203 of Be Slmsrd edfcalms
SP
(2) All anmen and Yieldng maluitl Bot does not renly cempat shill be removed ham within the sbpe Make Ilmit9 prim
to emyAn ut Wmtims.
3 M mauncn d nsims within Bed a stake limits re ce and deorin tithe and r and t son removal
() Y W ep W 9 g 9N 9• P 9 op
emb be refeiln with suitable moteritl and composted F a«wdmce wIU Section 203 of the Standard SpeciAcatims prim to
embankment operations.
4 ed a to hee upper 6doa s; m embcompat the a' end rare emhce within of limits of the d e slain MPI be
() Y 5 9 op
(5) En and leG s sa 6 Inches dealt be Compacted 'm d duembe Plot SeMlm pre Of the $tandmd $peelflcatlMA
(5) Embonkmenb shall be embank to be wed drains and dhdl th potecan to prevent and co
In Imx depB of rid embankment Sin, final compacted eepTh, compodion meThotl antl compaction requhemenls shall be
Cawramce with Section 2D3 of Ue Slmsrd Specilcalan&
C) Sal 9ubgredn
a) SBgaa ft shall be anwdln of llun hies d s buctetl n abs indb wth n Be erro one Section 2(B) of men poky
and only oner Be ayment of all puled. ma subeurfa« drums of them m the mnproxe be in a hen tloce AN a be
I«aln d Trio the arenmt ore con Ietetl. trench bockfllin wok of Bne insldlatiers shall be in accordance wB Be Cil
P P 9 Y
of Beard Trench Backbe s peal to thon r
t) The bobsprod hall be hoped to the ised. co grade and sections hes tam ell a daN Lions 2 err atha .03 andM x
20 The of the a shoal be miraemly prepped, cempadn and oppoxd a aWpdmce xiB Smtions 20].02, 20].Ol and
IN) Sub le the Slandwd Spectedands.
A Subgmaes Mall be inopectM and rdance by S e Engineer before any aggregate bin« ti cmcrele cum9 ere e s MNMee.
A roohdl Mall s conction in acornnce bef a the aceme of Be Standard ecin or d. cad table erns shall be
P SD cop
carmtn to Be salsivthe of the Engineer before the placement of any Aggregate Bax t oanaete Wining.
v Al the aixretys of the En Preer Sub rate Ba hw sascrete ai acted a retell but remans uncovered t a 'oak
9 9 YP p Pm
of I4 eAggreg toys prior to placing Aggregate it b or jest to Wining a is f r ey ri a men semen ran rent pion e
placing Ag acres Base a <amte mining, shall be subjad to atldtiaal proof rob pxr U placement of Be Aggregate
Ban gr cmaete curbiog.
A ate Baxs
9greg
) General
a) That work shall lard o! plocinq a cimpmtn Agwegdte Bax on o pepwn mil subgrode in daartlince with 5«ton
I) Aggi of al ase mere rills scationa
IIIAggregate gate moods Moll be In aobained with Caned 30A02 of a Standartl SpuUcance
St The Aggregate Bose materiel Moll be obtained tan a CWiOn Aggregate Prnucw in accortlmce with Salon 9P of the
se The Aggegvle Bose mNewiol Moll be M1ontlln antl iransportn to, antl on, Ue work site n a manna Uot mnimizes
v) Aggrega and moisture Ian.
v) Me agate Bases Mall ti anotrnme m opp o ed poi subwades ant to thid asses gad a grey a than those nbcatn
Be approved nd SearcUm documents
B) Temperature and a wall placed in
S The Aggregate Base shall be plash in acoadm<e wIU Ue tempmture Ilmltatim9 of Section 301.04 of the Slandwd
Specifications.
9) Frozen suer Bos shill not be aced a.
u tion <le Bores must be plmetl act pan proof roll Prim to November 30 in onto to allow peons in acmMmce with
Section 4ation of this policy.
C) a pro lac
The properet soil subgrede shall be irce tom abjnl'wnchle w foreign maasals al Ue time of alinement
3. APPUCAPON
i) fne sbgade shall be subject to additional Proof rob in acoordmce with Section 203.26 of Ue Stantlwa Specifialias
A
Galling
- Do any necessary grading
in aedium
to
just prior to placing the Aggregate Base an Ue subgrade in accordance with Sict'on ZC(v) of this pdicy. Unacceptable Areas
that
pertamn in accordance with
Eorbwak
Mall be corrected to Ue svUsfactim of Ue Engineer before any Aggregate Ban is places.
Section, to bring subgrades after final
D) 5preeding and Fnishing
co paction. toohee real red wades antl sedi le
i) The Aggregate Base Mall be spread In accordance with Section 301.05 of Ue Standartl Speclfeal
ie) The Aggregate Base Moll be compacted In accordance with Section WIN of Ue Standad Specafcotlons
B.
Preparation of Subgrom - Remove spongy and
W) Conmte cum Moll be placed own %a Aggegate Ban within 14 calendar days Aggregate Bnes that lay exposed far a
Uerwee unsuitable material and replace with
period of thne greater than 14 mentlw dap or exprfm« a mean aids rain rent prim to Be pla«mmt of cmmete Wm
stable material. No change wil be named er
wool be subject to nsnmtion antl occepence by the France. At the dismtiw of the Enginem, Webbed proof rills may
prepped Nobwaes prim to paving.
be required.
4) Concrete Cum
C
Compaction of Subgmde -The first 12 inns blow
A) General
the subgrede Moll be compacted to at Input I=
of the maximum dry density as determined by Be
I) Bb work Moll conswt of peal cmaete coming m prepoeea sell subgrades err Aggregate Bans in accordance with
provisions of AASHTO T-99. Wales shall be
section 105.03 of the Standard Somifications.
prevented from standing m the compacted subgrade.
f) Concrete cum shall be crostNded m prepared ail subgrades or Aggregate Bases to Ue demanded standards of Ue
applicable City of Cmnd Standard Details or in accordance with the Wining delete of the approved con Marion documents
D.
Compacted Aggregate Subbwe - the Uidnme Mown
iei Materials used in the uction of the concrete for the cumin shall be in accaeance with Section 605.02 of the
) g
m Be drawings is Be minimum thickness of the
Standard Spnf High eeze strength admixtures Prey be utilized but shall not be cwsiamr m waking any
fully cmnpacted subliax. Cwnpalion andl be
complished by railing with a smooth whendetl
this po
requiremmB of Uis pdicy. Freeze proaectier oemixturn shall not be utlizn undw my cnamriances.
meta weighing 8 to 10 tons. Compact to 95%
iv) Equipment noted fen cmaete Acting installation work inducing but not fmited to ProducOan, baling/delivery, placng,
standard proctor density (An D690)
Prediction, pinting, mnng, finishing antl miscellaneous/oncillay activity Mall be n amoPunce will Section 5M of Be
Aong cuts, heedm and walls and at all placed
Stall Specifications.
not once ale to the riser the ate
v) Caceete otl miring antl iin Mall be io orsnce 9J2.10 of Ue
material Mall be town wU meotored tampers
plete in Beoisaatiae.
icdelivery
in Be c d ion ocume
) instakation of Be cinmte Wining indicated on the apprdrs cmeWdkn ea mmU Mdl be canpleled in Be eema
ng
w with approved hand tanperA
paring emeon.
E.
Bituminous Paxment - Hot asphalt concrete
B) Preparation
pavement Moll be vs spuifed in Section MO-410
i) The soil sumidde p Aggregate Base Mal be subject to additional proof cols in accmdm« with Se tow 203.26 of Be
of the Indiana Department of Transportation
Standard Specifieotima
just prior to peeing the HMA cwrsn in accordance with Spatial 2C(v) and 3D(eTe) of this poky.
Specifications latest revisions. Paying wn not
Unacceptable eras shall
be corectn to the satisfaction of Be Engineer before alaemml of my concrete mrbbg
be permitted during unfavorable weather or when
Be temperature la not B announce :An nation
k) AI displacement or rvtling of the col subgraae or Aggregate Base shall be repaired prior to placing concrete cool
401.05 of Be INWT Specifialions.
c) wesbr and smamal L'mnMimp
a) Conmte curving shall inky be alined in accordance with Section 50211 of the Standard Specifications with the exception
F.
Utility StNdures - Check for correct elevatied
but owmmt opralians Mdl not begin anti Be ambient temperature is 5PF and rising. Placement operations Mtll be
of dl manhole covers, valve boxes and simlar
daxmtinun when the ambient temperature is descending and Ss MeF m brow. At Ue discretion of Be Engineer, concrete
structures located within areas to be pared,
and
may be alas ot embaeot temperaturn less Ban noted Mow prodded that placement, pinning, ImaMing and Weng
make, a here made, my necesmry adjustments in
operations cwkmn to Sections MIN and ]02.11 of the Standard Specl@ation&
such stNdures
TIi) N mrxno shall be place a a subgse ac Aggregate Baee.
G
Plmng Concrete
n pets
iv) Under dramdmces Mall canaete art be place between December 15 and Minch
iv) id d
a eel subgraem nt Af Bme ova Mkb canaete cum Ss to place, Ss antl approved Ue City pow to
1. Shall conlam la Ue City of Coomtl cuming policy.
wacetl
the co
Noxmba 30, placement of the conttete Wm will be allows up to Oecdrber 15, pedals Bat Ue ambient and sot
e ie
su ode or A r to Base surface teen mature can in with Ue r uirements of Section 4C of this ilk and Ue
ego v q w As D r
H.
Concede Cum
yin t
paring En pay fa Ue services of inspnto ere rho Mall act m m athaized agent o! tbe
fall ion
Ott
6 CAAMFL Cfwsracr nmP wv wv
r. Be n harter.
Engines. BB Engines Mdl xlect the mnsWetion inspector.
Dumber 13. 2"
1) Bernard
A) The wok subject to the nationa to of Uis pdicy shall Include the promotion, hauling/delixy, excavation for, placing, installation, prating,
Wring, finishing, and other work nacexcry to prepare foundations and soil indicates, install aggregate boon and inddl compete curbing wthas
property within the carbonate Immts of the City of Cpmd and existing or propoxd right-of-way.
B) This pdicy Mall be the tots fen occeplmce of the wed by the City Foilure to ocher¢ to Ue requirements of Uis poky may result in
non-ac tance of the work a other remedes calin l n this olio
cep p Y
C WrckmanMl materials and unlit of the wed cam eaten Mall conform ter the 2U06 s atlpd d orcations of the Indiana 0 cement m
P. 9 Y D Sp ep
M Mar taBe (hereinafter referee to as Standard Spacentalias), except whore urrentias are allowed ed these st herein, t priances are wanted
D) Nfiere Ue minimum standards of my outer govemmmlwl agency hating concurrent junseictian exceed Uese standards, The higher standards Mall
apply.
E) Ir any Dha a other note a specification on the approval canatmdion doammis exceeds the minimum sterdads ai Uis pdicy, the highs
sta0dala5 shone aired
F) HoBing CO athere boon M01 be News n OS ids for war the s fier and tim Arm of Immoxmmt9 mnting hlesa 9econom rip a9
di proved by priitkas to appropriate urreming eddies for valances her allmativn Mich cm be suW Wn by advances M technobgy and arc
anpawd by athr o ply wi xiM cresurmt is of Sia.
C) All wok Mdl comply wiB Be reduirenenU of Sedian tOS.OI at be Standard Spuificalims.
M Fa the axs of Bk k Awe the term En ineer is used In this ilk and Be Standard edfkatia it Mall morn:
Wrp st Y• 9 P Y SP s
bThe red t City Engineer, Man of Be Dopmrment of EngineerFg, other praonnd emaloXd by the City of Carmd, a authszs agent(sJ that may
be retained to ropresenl the City of nemtl.
aThe Hempen tha M ay bin Engines, star or the Manllm County Highway O expanding other persmnd the by Hamllm Canty, err
1) Authzed aof the) that may er rstanM to represent Hmmilton County Highway. depending on Be loeation of Ue rate.
I) Authority of Ue Engineer wow Ue wak Mall be per Section work 0( the ntaedad Specineer to .
J) Prior to cemmendng Be emen Ue Cabacao performing the work Mall anted Ue fngnert in sages o a ere-canand tom mceMg a renew the
Engineers emsWeria figs thevR& . notification requiremmis, required inspectians fa chain stages of the wok and to review the aunhaily of
the Engineer w u relates to al wak.
K) Under nD 01 Call Dep tme wok nbjad (0 the 9lmdmd8 estab lMOd by U8 pdicy Cpnmmc0 WI(hWI CbIOInng aDDfopd crosWclm drOWings
by Be CSty le Carmel Oepf Me E of ew, ei ra
p At the lie f th etaer of Be y Mail , Be pWiona of the policy mdn to insp«ems an testing o! war subjut to the requhemmts df Bia
pdicy erasion of the tight -of -way shall be mote curb M the pre-consthrction mntng
M) Dnaer nonce cu ober s Maada fa ceraere cum Mal be o awwean« can the shy d nda d semdad Dell&
N) Uedr no ormt mum shall moral other Uts PWlantl Cemml Cermle mesing Ue Mmdads establishn by Bia pdicy be ubixn to
0) UWal no drete Wma within Be calf a limla of the City of hen Me
0) Undw rid CIfWm9rOn«9 M0 elflNdn tXe CYm be InMdn wBa Be CmpaOte linens err ih! Clty of COlmd.
2) Feeper!
A) Cenral
0 This coder shall consist of ep ed I accordanopamth of the faundatian a acmdance x ere Secibn 105.d3 of the Standard Specifications
8) The eamdatim Shall be prepared in accordance xith RCR'xn 605.0$a) of the Standard SDecificatiana and Be rcWirenmB of Uis Dolicy.
1) rim to be and Embanement
A Prior to items g min the n and embankment operations, all d In acc clearing, grabbing, u01,03 and 201,04 stripping and rdxquent bms. Allg
M remowo alms motor Ue dope Make aind Meal be plated in abe c mpl with em ion wind aria mite o 0( she pe stwd Spmificallms. AD
topsol, xgMalim. rats, stumps. (riMle and cdeanous material Mall be sompletdy removed within the limits of Ue dope stakes.
REVISION RECORD
DATE
DESCRIPTION
DES
BY
APP
BY
v If the embient antl sot sub area a to Ban surface tem erature c lies wiho Ue f ifements of Section
gr A9gre9a ll amp eau
An A r this pdicy between that) I era April I5, cacrate mob shall roe drown to bin a co st a approved eoi nil As e
a e to Bone 'en that of ado suer. Be a eer the swill of a idl tine Amspectlon in Ida and echo
Aggr gD Peron D 9 p Y sp
MoII vet eg ere authWzn agent al Be spender. The Enginar shell slut Ue c le if. in inepwrit
vi) The Eusgingw other c the right to ch Be on conmfe cub alinement MIA if, n to ase m of the Fnginar,
Bit pewidc matter urb bacen mtl/or the nd rots of the Subgrmde and/a the Aggegvle Bon envy result in
D) Pthneme canmte cam Iacement gads ere nmmm .
P 9 9
I) Placement
') Cancrele ram Moll be placed In aairdance with Section 50203, `A212 and 605.04(c) and 60504(d) of the Slandwd
Snaific mach
ip) am madmes may be tBbn a aapam« WaB swarm 6a5.04(a) era f thew(b) err the sAd i spmificahma
poviers Bat Bee o ply w h the re to the is of Seenl9 err Sedan of t of the Standard yatiions. .
hie) Formwork shoe morma with the meatnemenls ec om 502 665.04(b) err the of therd abbed fans.
t) Fame shall be remoxa n aaadance wiB Section 50216 and 605.04(b) of the Standard SpeciflcatianB.
1) Join
fl ,blots shall <ahfm to the requirements of Section 503 and 605A1(wa of Ue Stmdcra a in isalims
l) Joints shall be installed a Ideal s lo-kel a Jesse Note a less drag radii. ay be in integral ram to sidewalks
droll be lomtn at the same laatiw as the jalnis in the njdning sidewalk Joints may be sawed or toiled to a minimum
depth of k inch.
cuPreformed expansion pints dads be places h intapls of 50-fnt or less, at all castings, the beginning and end of all
am returns, the end of each days woe. and where abutting d At th crosrNctim. In as the to Uese Pintsrem he
erpansia pints in integral Wm and ddewalks shall be lasted ot Ue acme location as the apmsxn penis in the
F) Frisg sieand C
F) Finishing me Curing
i) The concrete men shall be fniMed and Need n acc rdance All Section 502.14, 50215, M4 and 605.04(f) of Be
Standard s ecifmtims.
P
ie) iLong cempauM shall be applied B all expose can in er dip -fame cmaete cum. For formed concrete Wm,
arng cemcrete shall be applied to all curve surfaces including sides awls my omen me rem itti
Tx) Be canaete oar shill be dlldxetl to cure fa a minimum or 5-tlop prig to commencing bvckflling opaotima
edpcml to Ue canmle mining.
i) The spaces only A to the compete on cool pe teal led in acadance En Beano 605.09(zn of be Slandwd
MIS milont only aHr Be canaete Wining is inopected and accepted by Ue Engineer in a«admce wiU Section 5 of
BIB pdicy.
5) Inspecting oeaallas shill be canpletn prior to opening the area to regWa consiNctbn taffies
5) IAll materia
A All rd Speals WmiMs and dada art a decal of Ue war will be sub' t to In l conf er Seclon 105.10 li Ue
P lec op P
Standard Specif¢ations her the purpax of amataining that the work is n substantial conformance wB Bis pdicy and the
approved ntral sh notify t.
B) The Canbractw shall notify w Fngaeer a minimum of q8-horn in edam« of canmmcinq my wok subject U Be
standards ntract MM by Uis ow pr
C) The Conractar andl xheeer II co du wean Ue Engineer a minimum nc 48-beun n r any of such nnatolls.
D) Be om marks. ere Engineer coal d all sup a ingaal oe the sex mpletete mining to my d obsera indudmg toeing
a Samoan made. The inspection and ell ipmexay regain shill be completed eas to bmhe m soon of b
E) Sampling and Been of materiels, purp se o a cinMNdier work may be nqu ub at Be a dorm of the Contractor act
the Be appr of the Engincer tar the nts. Sa of isc rid teing that the wed is Io subalanlire ants of rice with BSs policy
and the oSpmxd suns appicn ldaments Sampling and lesl'ng Mall cant he to the mduhemmis of the d by th of Be
Standard Spuificotions applicable la the pMion or the wick aanmin to benon-compliant a n dreded by the
Fngner.
F) Mfisa the Engines detested a that ex necesmry to «nflrm cane a av rIB thi d s of quakily a U ust eq concrete
ram Mall be coed and tested b Be espenx of er nal doc The garage ihidmesses of the cum must aquwl a
exceed Ue mnimum l noteb by Be approved eve thetian eooummngi
m Such inspedims shill not be er tWet to relieve the devdoperwengiion b a cmiraatm Sn any way to onso
oast miens and re allnottire anew their contracts. s ecnnall in edim b the co Ines w b retained en inners w
9 op p % sp Y 9 Y 9
testing preneies shall not roved them tct as done rents bylthes era the owing constructla eoamenis for any
methods of con of the approver safetyudl thedocN site. by Ue conbactm Punng canstrvdian, a for Ue moms me
methaes of cersiructian, no to safety on the pb dte.
H) Work iemtified to not mat the requirements of Uis pdicy w the oppraxd consbructim eocummts. unacceptable work
whether the color of raw workmmsM1i se of defecfp matoms demo a thrW arelessnese a other cause
v ton u
mantl to ntel pior to Be find oProptmce of the wok Moll bin remoreE immediddy and replotttl F m Prceptable
r of the lfadrcs comply
Ifwiau ContNda use to amyl a weak t rbe an odor made under d paced; tof this subaedion, the En 'men colt
Y Y 4
max ed; a ny o e uct Me Posts D work to be rennin a renoxa and rglacea; to lux unoulhabn kak to be
emmn; and la deduct Be ants ham any armies due in to became due
re War done eplace a to insnrvdims a withea by the Engineer shall be theidretl unvccoplchle and bobpM to immMiOte
6) Acc and rWlacement in accadmce with the instrvdias prodded by the Engineer.
6) Acceptance
A) Before aocoplmce t the compete cum, the Engineer shill determine if the n Nomnmis are In substantitl competence
9) e E Donee (may, t hi my a docree5 gmaccep and Be et is n t in conforms ceCwmmtA
BJ The aginaa may, ot his sole er hand th ee pl wad En is not In conformance with this policy erg requ Bat the
wok is bonds fa a peon 9rmter then Uree Xars. The Engineer shall establSM the eximdn banding requirement.
Comte Moody and Exter'wr Steps
I. Dopes - Provide 1/4 inch per foot moss
dope. Male ad ustm nts In open at walk
'nlerseclons as necnmry to eroviPu proper
ammage.
2. Dimensions -Walks and stops Moll be me
maturation and of wiall and demos
Mom a Be dawngs.
3. FniM - Sand canaete and hound with a
And trakd to a hard dense surface after
surfs« water has disappeared. Apply medum
broom boSM and cache contrd pate at 5
fat spacing Provide 1/2' expansion pints
Mere war h inlmect, ind at a maximum
spacing of 48 feel between expansim pinta.
J. Comng Conmte - Except as common spxifieq
are all concrete b one of Be methods descrbn
T repoa ion Sp of the Ins.. at DopWment of
Tronanonatim Spnificotims, lotest revaion.
Al lE5
I. WATER
A AI water moms shall be insldled antl tested in accordance
WiB lead stmtlads and reguiremnta.
2 GAS
Ras mains Mown in the plans are far informatlm rely. The local gas
ullfty is regwnsble for fnal design and Installation of new gas main&
3. OBER UBURES
Electric, Reephore, and CAN lines Mom in Ue plans are fa infw AgUM
only. Be local utlity cempanin ere reymable far final design and Instdaler
of fief f�ecthe Will the&
4. IDENRRGAWN / LOCAPON
FamIM and mddl ldenlfcalon rope' and %=Van Mrs over the
cenlnbe of burin unities.
k Identification Ta e
p
1. Inert PolyeUyene with minimum thickness of "ils and Mal have
a 1-mil thick metallic foil me. i width Mall be a minimum of
sup
3-inches cow o maximum of 6-aches. land she text Mdl be
eCerulean cal« - uufity Burn B go .era MWId npmt Stsdf once
raper 2 d g de the enore pipe Imgo. Instill opproxmately 2 font
blow foal grade over <mtsine or ppe.
2. 'Tara tope' a manufactures by Reef Industrles, Inc., Hasten, TX,
a moment equal.
B. Location Mrs
1. Location wife Mall be a 12 gauge insulated, wood copper coke.
Be the Mall be contiguous with no fabicatn, a feld compacted
connections alerruptng Be corm continuity ham and to end of pipe
2 Iaaotion wire Moll be installed no greater than 6-Ingham in height
abox the top of the bursa pipe.
PER INDOT SPEOFlCATION MOM 215-'CHEMICAL MMMUC M OF SOILS:
215.01 - DESCRPTION
MIS WORK SHALL CONDST OF BE MODIFlCAIIOI OF S B BY UNIFORMLY MIXING DRY PORRAND CEMENT, FLY ASH, UIR OR A CWDNARM
OF BE MATERIALS MATH SDIL TO NO IN ACHIEVING BE W MIUW 6 SUB HAVING AN EXCESSIVE MUS E CONIENL
21SM - MATERIALS
21S03 - TESRNG AND MIX DEEM
21SO4 - S GE AND HANDUNC
M05 - KAMM UMITANONS
21&W - PREPARAEON OF SOUS
215.0] - SPREADING OF CHEMICAL MODIFIERS
21SOB - MIXING
215.09 - COMPACDON
215.10 - MEASUREMENT
215.11 - BASIS OF PAYMENT
SECIION 9ID -'ME TREATLENT MATERIALS':
913A1 - WATER
913A2 - CALOUM 01LORME
9110 - MUM MLMM
91IN - UK
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PROJECT NUMBER
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DRAWING NUMBER
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SHEET 13OF 16