HomeMy WebLinkAboutC11.0-SPECIFICATIONS-Rev.0EARTHyrofa
1. SCOPE OF WORK
A Extent: The work required under this section
enroll of all excuwting, flmA rough Fading
and related items necessary to complete Me wed
Indicated an ffe drawings and desvbed In the
specifications. The Cartel wool notify In wetting
the owners and the Engineer of any changes, mess
a a unions found an the lans or h the field
before work is staffed or r®umes.
1. In genml, the items of work to be
performed under Uis section shall include:
pending antl grubbing, removal of tress and
stumps (where required), protection of trees
to remain dri in and slw of N mi
kill compaction and rough gad�ing of entire
site.
2. Excavates madld Mat is suitable may be
used for His, All unsuitable material antl
d surplus a mwted mateial not required
shill be removed firm Ue site. The
local of dump and length of haul shall be
Me Contractor'sre WS%ilit.
W r
3. Provide antl lace m additional fill
P
monk hen of! se site ra may q
nece d n off the maw ref khm
anbt�aines hen off site shell h ei kind
and quality os passed Ion B h ana
ond Ue source pprowtl by Ue Owner.
4. The Contractor shall accept Ue site as he
finds it and Mall wave all trash, al
and came hen the site piwr to darting
exccocton.
B. Work not included: The fallowing items of
related work me specified and included in other
sections of Base specifications:
1. Ecarald, Fading and badfilling for
utlity link
2 Stom drainage stators
3. Sanitary sore systems
4. Streets and paring
5. Wder supply system
2. BENCH MARKS
Maintain carefully all bench marks, fragments and other
other refermre points; if desMrbed or destroyed,
Carl shall contact mginar. Replacement shell
be Ot Cmtradara epense.
3. REMOVAL OF TREES
A. Remove all from and saxy hen arm to be
occon ad by rend antl surfaced arced. Removal of
ben Outside these areas shall may be dare m
noted an Morin s or er roved b Ue owns.
g Dv r
B. All brush, dumps, wood antl other refuse hen
Me trans Add be dmmd to
depend areas off of the site DiTool by bumig
shill not be permitted unless props permits "e
&tamed (where ppfcable). The IowRrh�wn -
4. PROTECTON 6 TREES
A. General Patwi The Contactr and be
responsible for Ue protection of tops trunks
nd roots of existing trek an the project site
that are to remain. Existing trees subject to
onstrudir damage shall be boxed, fenced w
offenin protected before any wok is started
0 not stockpile within brunch spread. Remove
interfering branches without iI to tanks and
cover dome with tree waL
5. HANDLING OF TMEUL
A. Rmo" all organic material from the areas
to be occupies by buildings, made walks antl
actin a a Pie antl stare t sal at a local
P 9 re o
Mere iN will not of shae will <rombly m
Operoft de Top ate shall m rwark, et free hen
wbsoi, dshris xds, grok, stook, etc..
K After cmplaim of site grading antl subsurface
ulllty installation, tap soil shall be replaced in
area sesignded an the erosion control plan fa
seeding md/m d. Any remaining Nasal Adl
be used fr finished grading ground structures
and Iandscoing arks.
6. )SPOSTON 6 UTLITES
A. Rules and regulations goveming Ue repective
utilities Ad1 be obsmd in exemting all wed
under this send.
B. If active utilities ore encountered but not shown
shown an Me drawings, the Engineer shall be
advid before work is continues.
G Income and abandoned unities encountered in
"comting mtl grading Wsations shall be
reported to the Engneer. They shall be tunnel,
Caompany a M Engineer. by the UlBily
I It shall be Ue reponsibility of each cmtrador
to verif all en in utilities and caneftins
pertaining to his chose of the work. It shall
so be the contactors res ondblia to content
the owners of the daus utilities before work
is started.
J. d1F GRADING:
A. Grohs: Contractor shall perform all cutting,
filling, compacting of fills and rough grading
required to bring entire project arm to grade as
shown an Me Mawings.
B. Rough Grading: the ldmance for pad areas
shall not exceed 0.10 feet plus s minus chow
the established subgrade. AI other mess shall
at exceed oar feet plus a minus Me
established grad. All banks antl offer breaks F
Fah shall be rounded at lop and bottm.
C. Cmpmtion Raryiranenis:
1. AI areas under building pope and pad seas
wool be compacted to 100% standard prod" density.
2. AI other fill areas shall be cmnpmlel to 9M
standard prmtor density.
3. AI areas Mere cut is necessary to mat Me
ddgn sib -grade are required to be aarified 12 hones
below wb-Face and med the above compaction requirements
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and I anal Fraud
City Df Cannel ((��
�Mnsflsdlgersho aA�aL
DATE: \ 03/27/19
8. EARTH WDRK BALANCE
A The Contractor shall conhm all nethwork quantities
prim to staff of mnstactim. If on excess err
shMage of wall is "wondeed, the Contractor
shall confimh with the Corner and Engineer Bhe
re irmmis fed stockpling, normal err Impating
of earth.
B. Minm adjustments to the grades may be required
to network bdanes Mm minor excess material
a dodo es as mcomtmd. It is reca nized
by the whom hereto Mat the modulatiors of the
Me Engineer In determining wadhrealf quantities
shall be accomplished in ace"donee with the
American Society of Ciel Fngmem Standards b
each calculations. Further that these calculations
sub' ct to Me int rcial of mil bmIn s
a p w g
th Ue heel limits of Ue Arras soil t e
phye „1 A
the allowable wklian in anish ere and cam action
9ro p
paramete they ca se el and that all of these
parameters may caum either on excess a mMpe
of actual eochwak mateiele to complete o pojwat
If such an actutl mina tracts a shortage of
materiels oars, In canUacst shell cm tad nde
Engineer to a unballe ii of earl c can be made
to ceded Me imbalance of Oath.
9. TESTING
A. Contractor shall hire at Controctas e m ur inn rodent
p ce p
of lsting mete to assure sot compaction with scare
wo Il be s to be d to the by Engineer. Copies ai lest results
dell be submitted to the Enginar.
SANITARY SEVER SYSTEMS
I. SCOPE OF WORK
A. me wok under Mr auction includes al money
Sews, mmhdes, cleanWls and rooted Items including
excavating and badfilling, necessary to complete the
mark shown In the drawings, lading fie feet Outside
be building walls. The ends of Mews shall be tightly
plugged or copped at Me terminal points, capped
to buildings, pending the connecting of all arch Ines
to Me building drain as specified in the plumbing and
struct ural drawings One vet ofapproved• plans
shad be an the pb site al ell times
2. MATERIALS
A Pdpinyl IFlaide Pipe (PVC)
1. 6•-15• PAC pipe shall be MR 26 and canf"m to
An D3034 with o minimum call classification of
12454-B a 12454-C. Grata than 15' PVC
pipe shall wnfam to An Fli with a minmum
cell dassifimtion of 12454-C.
2. AI fttngs mtl pints Add be demanded
type flexible petaled pints, and manufacture
and installed in toccsdmce with Me pipe
m nufacturer•s specifications No sdvenl
cment pints Adoll be dlowed.
B. Ductile Iran Poe
t Ductile ion (DI) pqe mud meet An A-]46
err AMA M51 with exler'w asphaltic waling per
AWNA C151 and Fleets aopholis coaling noeng
AWNA C151 a Forthyene lining compayng with
An D-1248 of nmied 40 ml thickness. Thickness
h p must be In co mdands with AWNA CIM.
2. Joint on DI pipe must be Me integrd bowl type gasketed
Pint meeting AWNA ME mechanical pint Did) meeting
AWNA DUE or ANSI 125 Its. flanged pint. Ameaaied
far mechmiml antl Banged pints mud be baby steal
2A (Extend) dd ClassaM (In( d) p reANSI BjT Class
C. Mail
I. Precast reinforced concrete manhde setions
and steps and concrete adjusting fags shill
confined to ASTM C-478 latest reviews Estemr
of mmhde Ball be vberpad with Moral
material.
2 Castin s shall be of uniform dil free
9 st y
hop blow hales, porosity, hoes pots,
doll a diooth ad a other heeds. The
shell bye maalh me ffer aeoned by AdpoY
blasting err ey ems oMm sphawtl mtMn.
The wo al be coated will of halt aidt
Y P p
whiff shall remit in a smooth cooling,
bath and eym ail b Men add, not tacky a
Antis. They shall be gay iron uletng
for s A-4B latest shall be wed T cows
fed smRcry ewer ramll be Neenah hype ppea -A
w/R-O@-B-SP frame m/Self-Sealing pplkatim.
5 •bats - Manhole sections shall be pined with
urinal I • size but rubber copper base
y
andFr malerkl ccationh to AASHiO M-190
ens Fmst Specification SS-S-210a. Jdnt
conforms to AS1N F4/3.
4. Mail shall down steps. Manhole stpa Adl be
pdyworafene conted bond rdnfacing or an
approd non-amsive Fiberglass material.
The w oden pdyprepmene shall meet the
�Eeegguh'�rmmks of An 0-4101 with defamed
3Y6 ilia. a larger reofordng sted apparel
to An A-615 Grade 60. St s shall he a
maximum of 18• frm top, 24�Irop bottom antl
164 pacng betweed.
5. use s shall be bedded an a an uaa
fwnhtion. The grander fmncdivn Ad1 be
compacted with Artey tamps
a A UCAVM
A Permits and Giles -The atedl of Uo section of
the mifications is that Me controdaa bid an
the work cowed herein Add be based upon Me
drawings and Mecificatiions but Mat Me work
shall comply with all applicable codes and
regulations as mendN by any waives. Contactor
shall Mmish all bands necessary to get permits
br vets antl connections to existing norm.
The Conhmtor shall be reoon om fa obtaining
wiffing all permits fa all a portions of
Uis project pet" to staring cnsuction. The
Contract" shall notify the local err county
'npecl" a utkity superintendent 48 hours prior
to commencement of sanitary conswrotion.
B. Laal Standards -The term •Iacal stanhrde• as
used herein means the standards d done and
construction of Ue repect!" municipal
tlpartment a utlity compony
C. Existing Improvements - Maintain In spending
small all sod" utilities, sewed and other
drains encontered in Me sews installation.
Repair to the satisfaction of the owner my damage
to existing adim improvements.
D. Workmanship - To conform to ell lael, date and
national codes add to be oppod by ell Imal
mtl state agencies having prioiiction.
E Trmdiing - Lay ell pipe In aped hachw, except
Mm the lad minority gives sullen pemal
fed tunneling or joshing of pipe. Open the trench
sufficiently and of pipe -laying to reveal my
As mptions. The width of the trench shell be
Me miffs pipe diameter plus 24 inches fed 12
inches above the pipe. Sheet and brace Me
trrre as neceewy to Protect wakened and
ad scent structures. All benching to comply with
Ocapalional Safely and Health Administration
Stmdmds End bmches shall be propMy
protected and/or barricaded when left unattended.
Keep trenches free ham water while construction
is in progrew. Under no Circumstances Ask
pipe a appurtenances be laid in standing water.
Cmdud the dischar a from bench hwaterin
9 9
to drains a natural drainage chmnals.
F. Spow Supports - *mew, n Me opinion of the
Engneer, the soil at err below the pipe Fade
is unsuitable fs supporting sewers and
spurtmances edifies in this section arch
ecial support,,iin addition to those shown or
decteand Ue =had will bet adustgader may
G. Badfillin - fa a d th of of least 12 Fches
show Ue tap of Mpe pipe, backfll with If of
I M washed crane or /8 hmbrea tan aggregate.
Compact Uis baGMl Uanaghly taking care not
to disturb the pipe. Fa the retaining trench depth,
badfill with mph a Fanular material containing
stones a rods not Im s than 4 inches Bockfill
sutler antl within 5' of Mks, paking arem, driveways
antl strets shall be granular motaial only - thoroughly
can acted, b oved methods.
P Y aopr
H. flow Channds -The flow bannb soldn manbded
Adl be an into rd ad of Ue recast ban.
9 P P
The chmnds shall be ropes and famed (a a
dean transition with prps hydraulics to Blow
Me mmM cawymce of flow though Me manhde
The bend wall shall be formed to Me crown of Me
inlet and meet w to fom a pe sir eel
amnd. The bents wba shell slope back eyed the
st roc inn it kne to the manhole wall.
Na bricN, rod a and RIlers will be allowed.
I. Infiltration -The contractor shall fumish
esary equipment to test sewers far
migration. Infilbown rates shall not "ceed
the Local Stoddi All sanitary sorer Ines
upon connotation will be required to paw o Ion
pressure on text, unless othmise directed by
Me City Engineer. Sold test Add be
canMcted according to NCR Stantlad Method
and shall be vitnesnd by an inspects authorized
by the City Engines. Infiitration under
test shall not exceed DID gollrs Per Inch of
inside dimetr of sewer pqe per mile of sews
in 24 hours and is inclusive of all
oppurtrances within Me notion being tested such
manhdw, hOuse connectirs, etc
My portians not passing said tests fa aaptonce
shall be reamed a forced Including re-exanwlimn
and badfill, at Me Canhmiv's expense
J. Flushing Sewers - Flush all xnitary sewer except
budding sewers with water to btain free flow
through each line. Remove all silt and mal from
ppudmances pat prior to seaplane of vale
K. Plastic Sewer Pipe Installation - Plastic sew
Poe shall be installed in aa"dmoe with An
D2321 per latest revision, and no plastic pipe
shall "ceed an 11 point mmMN test deffin ion
of 5A All sewer mains shall be lumped at the
time Me mandrel test is conducted. All mains
shall be true to alignment and Fade.
L Storm Watr Connections - No med mains, forting
drams and/or xdace water dro ns may be
connected to the sanitary sew systems, Inducing
temporary CanneC ms adding coes ctim.
M. Waled a Cronng - Water and sewer line crossings
and scial Ad1 be in accordance with Tm
States Suzuki and lead and state codes
Waterlines and smitay sewed wotll maintain a
m f 10 fact hmhanbl apad�an and a
m 19 inches of cearmn between pipes at
absence. Memories sanitary seem within 10
feel of waterlines shall be constructed of water
works grade Duffle Iran Pipe with methodical
pints and fittings. One III of sewer Poe
shield be centered at Me waterline crowing
as that no pint is closer ban 10 fact to Me
enterling.
N. Utibee - It shall m Me re andbilit of
p
ware onsiders a verify ell his pha a of is
and conditions also be t to his Phan of the
wok. Il shell aim an the c wnew s
wrom;utiily s motel lye s ders of Me
mime or11Des berme suck fi dated. The
contractor shop notify a wetting the owners and
the engines ve any changes, arm a missians
found te Mr a plans a n Me fNd before work
ha ebrtea a reavmed.
0. Service Lberals - Individual all service lines
shall be 6 inches in diameter and of material
equal to Mat specified In 2A of this section.
Surface lines shall be connected to Me main
m by o wye at Iamtimns generdy down
will Mae planA Service lines shal be
awarded to a dotonce of 5 fast beyond the righl-
of-way line add withn 5'-8' of Ue existing ground
surface The mess shall be plugged and sealed
with a water ti ht c . Sewer service Ifed Ind
9 op
be mated wind a 2'xb' painted Few one eximtlFg
frwn Me laud end to 3' chow Fade.
P. New Sanitary Sewn Main Constrvclim - Cantractor
shall round length antl dimensions of such s rf ce
line stub frm neaeedt downstream manhde manag e
along the smitmy sewer main. The locations of
manhdes and knees Imes along with any offer
conduction Amgk are to be incorwated an
Me si final construction drawl as-builC
locations and %bmittes to MepEngineer as sow
after completion of construction as poodle, not
M exnea 3D ea .
Ys
o. Fldd Testing - All manholes must be waum tested
after Installation, rpm or nomination in accordance
wtM An C1244-93, Stanard Ted Method fed Concrete
Sewer Manhded by Negative Ar Pressure (Vacuum) Test.
STORM SEVER SYSTEMS
I. SCUPE of WORK
The suck under Uis section ipull ell storm sews,
storm water inlets and related films including
awling and badfilling, necessary to complete Me
work shown an the Mpwings All work and materials shall
meet local pecifications.
2. MATERIALS
A. Storm Sams
1. portio s concrete sewer pipe shall conform
to ASTM C-J6 latest rMsian, with pints
conierming to An C-443 latest redaion Mm
Anne poe is rented within pack right-of-way.
2 Aminid type 2 amupted steel pippe shall
be mmufatured in acadmce with MSHTO N36
(t e I will 2 2/3• x 1/2• carugalims fed
IP" and 15• diameters; type IR with 3/4' x
3/4• x J 1/Y mrugalions for 18 d eter
antl larger). The pipe shall be famed ham
an aluminized sted type 2 sal that conforms
to AASHTO M2I4. The minimum gage thickness of
the pipe shall be as fdlan:
Dimdr Lave
1Y - Win 16
42• - 40• 14
54• - 84• 12
a Hi davit al ly me a shall erform
9h P yp pe P
to st fews M252 and M2he Type S epecifiatane
latest reMsim ma shell haw coal D12
D3M, lams cmfomhg to ASIM DI2/8 a
D3350, latest revision.
B. Manholes
1. Precast reinforced concrete mmhde sections
and steps shal conform to An C-4J8 latest
2 Casting shell be of uniform quality, free
ham blow hales, porosity, had spots
shrimage dixtarlion or other defects. They
shall be math and well cleared by shot
-blasting or by same offer opprowa method.
They shall be coated with asphalt paint
whirl Ad1 result in a month coatin
toe and tenacious Arm cold, not tacky a
brN a They shall be gay iran meeting
An A-48 latest revision.
3. .reds - Mmhde sections shall be pinted
with robber 1 e askets. The rubber t e
gaskets shall meet An C-443 latest W
mesa. Mbar mande and slam Poe are
cant"numdy in water.
4. Shop Drawings - Contractor to submit storm sewer
sWcture precast drawings to engines for approval prior
to installation.
C. SJBDRAINS
1. Perrambed plastic pipe subdrads shall mnfxon
to An F-405, AASfTO M-252 (V to 10• poe).
3. APPLICATON
A. Permits and Owes -The intent of Uis section of
the ecific lions is that the contradas bid an
p
the was covered herein shill be bases upon the
drawings and ith all alians but Mat be work
regu comply will all eel by m cared and
regulations as ammdd by ony waivers. Contractor
shall banish all bmds necesesy to get permits
ten cols r s all nxtims to sal Fo meets
aminmu shall notify beiocol Me cog enco ant
m we ]2 hears prig to the canmennment
of StCTI nWG CmstNLtlm.
B. Local Standards - Me tan 'Load Stondmds' as
used mrb mews the decade of desi n and
ansWdion of Ue repecti" municipal g
department s ulllty company
C. Eroding Impmwnents - Maintain in operating
wall all mme vilified, awed d other
Mains encwnleres in Ue sewer installation.
Repair to the mlislaccim d the omer my manage
to misting adim Ynprmanmis.
D. Workmanship - To mnfmn to all lord, date antl
nodded man and to be approved by ill local and
state agencies having phdlctim.
E. heal - Lay all pipe in open branches, except
Ohm Ue load authority gives written pmnission
the
shy with Swam imal Safety and
on Standmtla Need hmchm
file construction is in progress.
ands la e a a otional
Pro PP
Cdraud the aiahafge hen
to pains a noturd Mainoge
F. Spain Supports - Meow in the Opinion of the
Engines Me sal at a blow the ppe grade is
nsuitable for supaling mess and appurtenances
specified in this section, such special support,
f caftan to Man sham a s ecifed shall be
D
provided as the Engineer may dkect and the
Lantracc Bill be adpsted
C. Badfilling - for a depth of of Imp 12 Inches
Wow the tp of the pipe, bakM1 VM earth s
Fmular material hoe from large acmes, rod
hogmmts, roots a sod. Tamp this baakfill
Marmghly taking are not to forms Me pipe.
Fa Me remain bench de tM1 bockMl AM earth
9 D•
In granular material anlaining stones d rids mat
f m then 4 inches Bamo under and within 5'
al ad arms shall be ronud materiel sal antl
shell ul co to lad by approv d Y
thaw I tom led b rod methods.
9M1Y Pac YWP
H. Mmhde Inverts - Construct manhde flow charnels
of concrete sewer a brill mooffl finished
and of smicirculor cro n conforming to the
inside diameter of the connecting seems. Make
changes in size a grade gradually and changes in
creation by true curves. Provide arch bannds
fs all connecting nwa of each mmhde.
I. SubMoms - All sandman shall be of Ue size
shown on the plans and shall be constactes to Me
Fades sho n. All Mains constructed off -she as
pal of the must drain All be located as shown.
J. Utkities - It shall be the responsibility of each
contactor to veri( all existIn utilities and
9
It sualans o belle to his Phan of the ark.
1 shall bar n ere Contractors re tgi sit to
p Y
antis st owned of ffe actors unities before
wok is eroded. The cmhmta shall notify In
writhg r awned a the engineer of any charges,
errors fo e work is found d these plans a h the
field befae xwk is startes a resumed.
STREETS AND PAVING
1. SCOPE OF WORK
A. The work required under this seem includes all
concrete and bituminous paving ad related Items
wory to complete the work indicated an Mawrga
and deeabetl in Ue petit afians, Inouding but not
limited to:
AI streets, flaking areas in contract limits
Sidewalks and concrete skids, extsia deps
2. MATR1A1s
REVISION RECORD
i) Prim beginning nmwto antl embankment opmtians ba decessas shearing, grubbing, scalping and tawith
- Concrete shall ready -mixed cmvete
0. Canal
ma s3 se badfilling fed r urface
Items within the gape stake limits shall be in accordance with Sedbn
REV
DATE
DESCRIPTION DES BY
APP BY
A der fens and max
and shall be a mix of
mps, Fred
card Si
and 201 the Standard Spwalff veptatim, roots, stumps, mloble and dalecerlous materiel shell
m3 and
d cement a
will Partlmtl cement antl ogler.
ainimum
yrem ve
be completely removed within the Imils of Me slope sides.
be Bess w ooketo
p
Minimum rommt contest shall be fi bags pr rabic
ii) ExmwOons
yard of canaete and maximum water cantenl codl
U.S. per sack cement intlumg
1 After excawtim eratims, ell an and ddin mateetd Mal does not readil cam act shall be removed from withF
() Op p 9Y N 9 Y P
concrete n Me aggregate. Sump for normal xekfl
m stu Be ag u
cape elate antl the resulting mid wodl be rallied will mitable materiel and compadetl In occsaonce with Sedim
veto be o m"mum
of 4 frees and a
20 darn Spressiotiaes.
of Me Soun
minimum of 2 Ono
The dump of machine plow
My pronounced hpredaicte sun the daps stake INnite reaping aftr "awtian prations Add be rallied with
(2) eel
o
shill be no lam Uar 1-1/4 C non
I
suitable material and compodetl In occadmce with Scotian 20.1 a! the Stantlmd Spmifiantione.
ga a
a m M Frees. C-143
same then
dum lest
i) Embmkmmis
a ge mpre
shell th used No mmat 2 dump. Canhe 4,50
abengM al concrete at 28 tlop shall be 4,SW psi.(NIN)
1 Embonkmmta shill be canaWctn n mmrnot a wily
() �
2sh of the Stonticrd ifimtimna.
All exterior canaete shall haw air entrainment of
cmpac
(2) AI anmen antl ration g motorist Thal tlop mat reatliy comport shell be remod ham vMhin lye dope stile limits prior
v) II) the ambient and sail subgrade or Aggregate Box me letpereture with re of Rdlm
3% ]% by per C-26. d: C-96. rfg
Ia embe
ed toes
of MF pdicy between April 1 and April 15, al placed en an approved soil
to orb shell be to eel n awrd
ate wi be
ddiwes Concrete 11 not be allowed. Concrete shell
er shall
prodou eel coons
3 M need h rwsionM eithIn the d e stake f its rwullin esker dead rvbbIn veal In and t sal rmowl
O Y pronou p p 9 9� 9 9. P 9 0
ndb40
it
a A e ate Base rovidetl that the min canhada a fa the services of a lull time consWctim F «ten and who
an A pa se of
9gr 9 D P 9 p Y p
be arm axtl of.
P
shall be reflles with mitable motenal ond cempactes in aa"donce with Sedim 20l Oi the Standen Specifications prior to
shell act m m Outhaizes agent of the Engines. The Engines sM1all select the dmstaccion inWecta.
1. Portland cement - Conforming to An C-DES,
bankment moratlans
d) The Engineer reserves the right to suspend all concrete arts placement Weratims if, in the adman of the Engineer,
Type IA a Type IIIA
(4) Prbr to Me construction of any embankment, the Original grand surface within the limits of the dope stakes shall be
Mat prevailing weather andi0ons and/or the condition of the Sbgrade antl/or Ue Aggregate Brue may result in
Iwdes antl the u er 6-inches shall be cm acted in accordance with Section 203 of the Stdad ificotims.
PP P SPec
f "
subdmaded canaete verb placmmt arig me nlwong
2 Aggpalee: Caniwmfg to ASIM C-33
(5j FmbanNmmis shill be wopetl to be wNl drained and shall be protected to pevenl erosion.
p) RIacmenl
6 Leave d ff of ouch embankment lif final corn sated d th can action method and can tied r uirements Ad1 be
P P Pac W
eraete taro Ad be Imed in commands will Section So 50 2 antl 805.0 c antl 8M5.0 d of lye Standard
') p 21 4() d( )
3. Woer - Atll be dear and fro frm
a acsadnce with Smtim 203 0( the Standard Specifications. .
ec
Sp Motions
inpbus amounts of ols, acids, dkdis
orgark materials a other coast l
C) Soil SubFades
C
ii) aro machfed may
be utiizes in aawtlmce xiM Satian 605.W(c) antl 805.OQh) of lye Stmmd Specificatons
substances.
i) Subgrams Add1 be installed m founadDons cmaWcled in attonmce wind Section 2(A) and Section 2(B) of Uis pdicy
provided that the equipment
conforms to Me requirements of Section 508 of Me Standard Specifiral
and only after the installation of all unities and subsurface Groins indicated m the approved construction documents to be
hih) Tweak Ball comply wily Me requirements of Smtim 605.04(b) of lye Standard Spbecations
B. Welded Steel *a Fabric - Am re uire! fed
9
Ibcated under the dvemml as cm leted. Trench badMlin work of these iestellatlons shell be f amordmce with Me Cit
P ti 9 Y
i) tams shell be remod in accrdance with Section 50216 and 605.04(b) of lye Slmdan Specifationa
concrete renfacemrl dell cmlam to ASiN AIRS fw60
of Camel trench Badfiling Wecificaoiane.
E) Jafts
C Prmwlhd FlIer - Shall be non
ii The sub ode shall be Ad ed to Me re uned rah antl seffor free hen all cute aeru rn a other m ularili®.
) F q g s' eg
i) Jau shall c le be r and 605 al the S
fps
5,
type mller D-544 except that
-ronomi
20 The subFd shall be uniformly prepared, conpatn and approd in accanonce with Sediana 20J.02, 20)03 and
t e ha at Intswo Oi ntondom al curb
terval f 1 - vert a l ws; sidewalks
lanes shall be fed a Iwo 5-dt a Ives slang radih. Joints a atepris
Ins
a u d In
premOulhe pint Eller used In canerete velk
20].04 0! lye Specteal
sir f Be sa to
shill be Imam n Me same lamtion as lye pints in lye adpning ddeeolk. Joint may be sowed a faded to a minimum
Me s ed
trvctir may be either non -extruding a
ail be and bone tk mnaele mrbw ore sWctei
N) Suberades shall be inspected and approd by the Engines berme any andard
depth of -inch.
resT t
S as
A pmhdl shall be conductes in aaononce with Sedlon 201.26 of the Stondord Specificatiana. Unaaptshle area shall be
iih) Retained expansion pints shall be places at iniswo of 50-het a less, at all castings the beginning and antl of all
Mandad - AI
0. Bilumideal
oxrected to the satisfaction of the Engineer before the placement of my Aggregate Bose or cmcrde curbing.
v) At the discretion of the Enginar, Swarms that has satisfactorily passed a postal, but remafs uncovered for a period
mrb returns, the and of each days work and Mse abutting noting coustruccim. In addition to thwe requirrhmb,
ow me co rnarroels
proposed M Ue of b eiders
of 14 m a d e h to lodn Base a cmcrde mfba b'
Ys prior p Aggmpte w is sex
ct to a measumble rain asset to
R prw
epansion pints in Integrtl curb and sidewalks dell be tastes at the sae locolian as Ue expmaim pints In Me
aspinink sidewalk.
om ly won De
pawnenio shell amply vti Ue er late Oepwhnedl
of iranpMotim pmificotime, per lotedt
r n
placing Aggrpate Bax a cansele Ourbing, shell be wbjed to odtlitimd proof rills
prier to placment ai Ue AgFpate
F) Finishing and Curing
revisrn
Bme or canaete writing.
3) Aggregate Bases
i) The canaete curb shell be finished and cured in aaanmce with Section 50214, 50215, 504 and 605o4(f) of the
E. Compacted Aggregate Subbase: Shall be cashes
stone w awl. Crushed all andl be o
A) Denerd
Standard Specifications
III Caring compound Adl be applied to all expand wdacn an dip -Famed cmLrete mrt. Fm famed concrete curs,
' m ! mwoetl Chert Addl be
0 9
i) This wed shell consist of placing a cmpades Aggregate Bax on a prepared xi subgrade in awaance will Salim
curio tom wed coal be lied to all and surfaces hdudin sides after on farms as rmowd.
9 P pe "p 9 Y
fi m f
ma
hmsetl to a maxima o 8% of Ue total. Mdaitl
8% of th
105.03 0( the Standard Specifiwlions.
The concrete mrb Ind be dovetl M are far o minanum of 5-via w to cwnmencin badfillF ohms
) Ys pet 9 9 War
shall bg her from an adios of fat elm at
ii) Aggegate Bax materials shall be In accordance with 5ectim J01.02 of Ue Stmdad Specifiations
ad" art Uo the concrete cube
w ¢
thinly Imhoted sOH a disintegrated pisas;�
iih) The Aggregate Bax material shall be brained hen a Cmtifietl Aggregate Producer in accordance with Section 9O of Ue
C) BvcNMling
nd shall be frw from fragments cmtetl with airt
Standard Specificatimw.
') The oppose adpcent to Me canaete mrb shd be andefiled In mcadmce wily Section 605.04(g) of lye SNmdd
Compacted aggregate shall be graded as handed:
iv) The Aggregate Ban matey al shall be handed and transported to, and an, the warty site In o murder Mat minknhed
ecuatiors sal fter the concrete amen tes and am ted b Me En ineer in accordace with Satin 5 of
Y a g is inapec p y g
9EYE 512E S PASSING
eegre9atim and moisture lose.
tthia die
P Y
appro Batts shall be cdocumetes on app oven a l wbgrodn and to Midnnses ual m Fester Uan lynx intlimtn
oval s shall be amp sled p g to opening lye sea to fpular o Wdion tra fie.
1-I 2• 1W
/
the
the approved crostrvdion dowmmis
5) Inspectn9
5) Inspections
1• 80-100
B) Temperature and Seasonal Limitations
A) marshals famished and such pal a detail of the work 11 be wbpd to nW Ds
1dides
3/C ]o-90
The Aggregate Ban shall be places In accordance with the temperature Imkalivw of Section 301.04 of Me Standard
l con of ad
Stmdord Specifeallons fa lye pupwe of weMoining Ual be work is In sabslontial wnfwmmce wHN Uo Ddky d the
n nee wit
H2 �0
Spmifcations.
appro d construction documents
22-50
p) Frozen material shall not be placed.
B) The Canlfada shall notify the Engineer a minimum of 48-hwrs F advance of commencing my wok wbpd to Ue
i30 12-Jl1
i7 Aggregate Bases must be placed and pass prmi rill prier to Nowbv 39 h arch to dlar paring h accordance with
standards established by this policy
j2M 5-10
Section 4C(iv) of Uis Policy.
C) The Contractor shall schedule proodolls with the Engines a minimum of 48-hoors In atlwnce of such proofrells.
C) Prpreation
D) The Contractor mtl Engineer will conduct an inspection o! the nee concrete curbing for any damage, including freezing
1) The Prepares soli subgrade coal be free from Adectimade Or foreign maluce at the time of placement.
a rend= vats The inpeclion and all necessary repairs shell be completed prior to bosh
Operations.
3. PPPUCATION
II) The subgah shall be wbpd to ditiand proof fells h orcomance MM Section 20a26 of the Standard Specifications
E) Sampling antl testing of materials equipment or construction work may be required at the expense of the Contractor at
A. Grading - Do my necessary graving
in addition
to
pat prior to placing the Aggregate Ban m the subgrade In accordance with Section 2C(v) of this pdicy. Unacceptable arms
Me eocretian of the Engineer fa the purpose of as erloiding
Mal Me work is In substantial conformance with Uis pdicy
Mat W ed in accordance with
Eartheak
shall be co nected to the sacisfactim of the Engineer beta¢ my Aggregate Base is placed
antl Ue approd
constuction documents. Sapling and testing
whelk conform to Ue fequnmmts
of Ue ncUons of the
Sol to bring subgraaed, one find
D) Spreading and Fnishing
Slahadrd
Specifiatlons applicable to Me portion of lye work mpected to be nor ampliant
a os mected by Me
mmpactionn, to the required gentles and sections
i) The Aggregate Ban shall be Weed in occsaonce AM Section 301.05 of the Stdad SpeciOmlians.
Engineer.
fa site improvement.
ii) The Aggregate Bax shall be compacted in accordance with Section WL06 of the Standard Specifimtions.
F) More Me Enefar detmnines that is economy to confm compliance with stanhtds of quality a Uidness, conuete
B. Reparation of Sbgrade - Remove spongy and
iii) Concrete sum shall be Placed ever lye Aggregate Base within 14 calendar dap. Aggregate Bases that lay exposed for a
mrb shall be cared antl tested of the expense of Me Contracts. The average Midnesses of Me curb must equal a
oherwise unsuitable mal and replace Mff
period of time greater Man 14 calendar days or experience a measurable rain awl prior to the placement of canaete curb
ceed the minimum premnbed by the approd destruction documents.
stable model No traffic will be dlowetl an
shall be subject to inpeclion and acceptance by the Engineer. At the discretion of Me Engines, additional proof role may
G) Such inspections shall not be construed to rdow Me developers mginem Or contracts n my way hen their
prepared subgrade prior to paring.
be required
Obligations add reepon bilities under their conhcoto Specifically, Inspection by Me Engines, m by retamd mgho ers or
4) Canaete Curb
testing agencies, Adl not require ban to assume respoemblities fed the approd construction documents, fa my
C. CmpmOon of S - The fast 12 etches balm
A) Gensd
misinterpretation of the approved construction documents by the contractors during constructed, " for the mews and
ll be
of the sr99. m b nde
of he mmtle Add be eanpaded t at newt Me
MY Y Y
of
S Thies work shell consist of plebe concrete mining m prepared sail subgrshk a Aggrryate Bked in acanance xiM
marriage of constactim, nor fa safety an the jab site.
N Wok identifies to not meal Me re uirete of this Ue n veal wnstrudim tloaments, table v
) q p y m ppro p ark,
rs PA ter shall b
pmdsims of n stand i-99. a co shall be
permles hen standing on the cempmled
Salim ete m al Me Stantlmd uted an pre.
ii) canaete mrb shall be es bl prpod sal wdh Aggreg Bases to the
suctiondc d the
of ma othe
M¢Mer Me result of pace workmanship, use of defective materials, damage through cardeeriese, or ono other cause
tandard nee a d proved con
opplicable City ai GwmN Standard Delals a in occwdmce will Me curoing htoio of the pprod cansWction dements.
to pros to the end acceptance of the work, shNl be reared immetliatdy and replaced in an aaptadle
D. Con the al Aggregate eminim - the nderes ors woown
ss Am.
m Me draefgs is Me minimum Midneds al lye
iii) Materiels used ii production of the concrete far the Curing shell be in accordance with of Ue
w
nand
manna al Ue Cantractws ex arse.
t Be P
II Canty foils to even I wily an tl tl d Ma f ihie wbsectian, lye En 11
) WY y a s ono a un r proneiane o Feted w
blly ampacted wbbpn. Cempactian Mdl be
s. d in dying
Standard Spaiewtions. High early strength admixtures may be udizes but shd mat be considsed in wairig ry
a war
how mMaity b dove unamptabla work M be rmedietl a rmod and rplad; to case unauMaizetl work to be
cu to c
by rolling with a math wheeled
requirements Oi Uls pdicy Freeze pratediw admixtures shall not be utilized under any cirwmscmces.
due in berme due.
emowM antl to deduct Me coats hen any ruby
tot" wewoed
feller xei Ain 8 to 10 ions Cm t to 95%
g g Pod
iv) Equipment utilized fa canaete curbing inscallatir marX, induding but not limited to puductim, hauling/delivery, Plaing,
er
prbtles Me Engineer shall be ionaapbble antl abject to Nnmeslate
Wak dens cmtray to M
rmtm ASTd 0698
P Y ( )
hstallard 'intro cum enishln and miscellaneous mdlar actiuit shall be In aaordonce with Secian 508 ai Ue
A 9� 9� 9 / Y Y
Be Emes
owl antl replacement n acwdance with Ue Inatrvdions proNd by Me Engines.
re a accor an e i
Alondwd
Alang curbs, headed and walls ana at all plocetl
ers a
Standard Specifcatims.
fi) Acceptance
not oaessole to the miss. Ue aggregate
moterial shall be topped with mechmkal
tamped
v) Concrete production, mixmg and hauling/delivery Adl be in accordance with Section 502.10 of Me Slmaam Specifiauans
A Bdme ace a f Me concrete mrb, the En shall delsmne if Me t b t th I can
p once a ginar mprovemm M ore in sex s on'a planes
or with oorod hand tampons
d) Installation of the cmvete coming adopted an the approved cons ctim decummter shall be completed in Me =a
M this pdicy (except for my scndal grates) and the approved constructkn docummte.
prang
B) The Engines may, at his ads imadlon, accept wok that is not F conformance with Uis pdicy provided Mal Me
E. Bpavement Povmmt - Hot cmaeb
peamn.
Preparation
wort is funded fa a period greats than three yaae. The Engines shell establish the extended bmdlng
requirement
ied in
pavement shall be rt pacified in
I) The sail subgmee a Aggregate Bax shall be to marl prmf rwiit n acmdana wind Section 203.26 of Ue
of the Indiana Dpmt poinn
Tronpalall
gg0-410
be prow to placing Ue HMA m s in
Sbnemtl aurae in aaoreer a with Salim 2C(v) antl o! Uis pdicy.
S
owes d
n
Specifications latent rennma Paring will not
ble virus wo l fsa oncen)
Unaaeplable mess shell be snared to Ue eatisbdion of the Engineer before Dlacemrl of my cmvete mmFg
UPUTES
be ptempe t wwalyer a whm
All so alUfg of the soil subgrade or Aggregate Baee and be rpaid pnw to plafg canaete aroing.
re or of in co
Ma ten f the I M not In cmoin.
401.05 of the INDOT Specifications.
p will aestion
C) therament
Wealhr ana Seasonal ❑ly
1. WATER
boons
i) Cmaete shall only wily Scotian of lye Standard Spoof erM
I) plocetl in otil
f. Utilit Smoral - Cheri for oxen
deAndo
ent Op and b .Placement otims shill be
ll ise i ent o
locemmt ere shill not iu until the a ten nature is ns hall be
A, AI water mbs shall be installed and tested in accordance
a
of all mmhde saws, Alm boxes and
epambient
disc be Mm lye m er w. e canaete
lempmWre is dexmdng and isp50'F or Meow. AI the Mscretiom of theig
with tool atonhrtls mtl requnmmh.
cmtetl seas to be paved arm
veal. a
an*%
may be plocetl al ono ient to
may plat and cu
l a law then notes share proud Mal placemmd, pfting, finishfg and curing
2 GAS
an o. an
code. or have mods an necena era' simente In
Y Y N
Sed of the Sdmdad Specifications.
and cmfwm b B 502.11
502R and
sun sWcturs
man9
no sha11 be ubgra ac
ii) No d an a frozen wbg Bax.
ift No
Gas maim dhow le lye pleas me for d alian only. The load ps
C. Ilalnq GfxlCreb
er des be d persoe
Il) UOQN 00 Clfwmslmm9 did LMCIde wlh be pkaea belNGm De[mbN IS and MVd 3D.
hist
aeily Is RWmsbe fa fi00 deslg0 sad msla0llm 0! OCw gE maFi
Iv If a soil sub vale m A < ate Ban Ow which cmcrete colts Is to wed I9 laced and a axd b the Cit
F g PI p pie r Y
il la t0
a OTHER ununEs
1. Shall anfam to Me Cily d Cmmd <umhg pdicy.
f t
Novmbs 3Q plammt of the accrete auk wall be loomed uD to Oecembx 15, proNdes that the ombient and sail
subgrade of Aggregate Bax surface temperature complies with the requirements of SecHm 4C(i) of pdicy and the
, Telephone, and CAN Ines dhow a Me pars ore la inland
H. canaete Curb
paving concradta pay b the seMces of a hll time cansWdion inopector and Mo wotll act as an authorized agent of the
aut
only The locel utility coppmies are reposibe fa fnel design mtl hstallalion
poll Inst
CITY OF Mail CONCRETE CURB POLICY
Engineer The Engineer shall select the construction inopedar.
of their respectiw ulllty linty.
December 13, 2006
1. Concrete Welke and Exaerl" Steps 4. IDENTIFlCA11G4 / LBCAPCN
1) General
I. dram -
Previde 1/4 inch per foal vets
"Location
A) The wed subject to the requirements of this policy shall mdde
ppe. Male adjustments in some at walk Furnish and Install'Idrlifalian Tope' and Wre" ow Ue
the production, hauling/delivery, excavation fa, placing, Installation, Pinfing, Inter mediate is necessary to provide proper
curing, finishing, and other work necessary to prepare foundation and sal wbgrades, install aggregate bases and install concrete m tal Abb drainage.
centerline of buried utilities.
propMy within the corporate limits of the City of Cmnd and existing a proposes right-of-wny.
A. Identifcatim Tape
B) This policy shall be Me basis fa acceptance of Me work by Me City. Failure to adhere to be requirements of this pdicy may remit in 2. Commands
- Wanks and steps Add be we
occeplmce of the work err ether rsnesiw mtl'ned in this pdicy
sax construction and of widths and detds 1. Imsl PdyeMylede with mfknum Thickness of 4-mils and shall hoe
C) Wakmmdcas materials and quality of Me wed mnpleted wodl embed to the 2006 Standard Specifications of Me Indiana Department of show m Me
drawings, a 1-ml UId metdak fba care. Tape width coal be a minimum of
Dompalokn (hereinafter refined low Standard Specifications), except where dedatims me allowed Or specifed hats, or variances ere Fouled.
3-inches and a maximum of 6-inches. Imprinted text shall be
D Mse the minimum standards of an other ownmmcal o
y g gency
g concurren p gA 3. Fnish - Bases concrete and towel with a •Ca lian Caution - Utlit
harm t risdidion exceed these standards Ue hi s stmmds shall sued haws to a hares arose ache aNr
Buried Below• antl Amid r eat didi once
ep
wrkce water
¢ 2 feat, (a Me rGe
has Apply medium
ten th. Imldl roximatd 2 (vet
opp Y
Dhre
E) IIY
If ony plan " note a pecifimlian on the pprod cnauction
documents exceeds Ue minNnum saantlwds of this pdicy, the highs broom aces
cribs cares
ceniMine of pipe.
and scribe tooted Pints al 5 below final Fades p
st
stontlatls Add appny.
ply.
leaf
Provide 1/7 pnu m
Tope• as manubcduretl by Reef Industries Ina, HOuatm, n4
d at am
sidg.
intersect antl o mooinum a opprovea peal.
F) Nothing contained herb shell an W
lye tlwiir and crostrvction of impmwnmis meeting highs stmdoro nwa m owe eiof
oLnnning ps
failiwr acin of 48
m o Q
discaurvging petitions to apprpripte gownfg bodies fa wrimces la altemptives which cm be appatn by advances in terendogy mtl ere p g
f
int bebeen a andm hh.
ea
xp p
approd by agencies with cancunmt
B. Emotion Wire
hall
G) All ware shall amply with the Section
is of Sati
tins J. Cumg cmvete
EMcwe m otherwise deed 1. Laotian wire shall a 12 gauge Inwlalee, sdid copper wire.
.where the er
H) For Me purposes of this policy, Mere term is utttl
w is u ed
e ds
o nr it melt mom: Y The wire shall will no fabricated a field <maWdn
are ell canaete b me of Me Separas desof
in his pot and t
In this pdky mtl the � Section `ALP of be Indiono apartment of g
canng
i) The Camel City Fngines, stall of the 0 mtmenl of En inevin ,
o of Eng
p 9 9
ee by B Off, of
aMs d em to b Me Gl f Camel, a mUaized a sal s Ihal ono
pssonn P yen Y Y o 9 O Y iranpatatian
connections inomupting the wires continuity hen mtl to end al pipe.
Spmifications loom reneian. er the
be Be Thur to rpounty the Cily of Camel.
Hamilton of Me Hmllr County
Highway Eetal
Highway Deportment other pssannd employes by Hmitan Canty, a K. fioico
2. Laotian wire shall be instilled no eater Um 6-inches in he' t
Grab -the tds fie F gh
aThe
Ma ceed 112
uthorizes a mt(s) Ual ma be relates to reprwmt Hemitan Count Hi shd not exceed I/2-nil
to n ndardipe on the Imatian of the work.
g y y
t hen rmished grade as shaman show Me lop of Ue buried pipe.
al g as sun a
•bkd
Me design pled. Under no crcumstancns nil rathi
Authority of the Engines Ow Ue work shall be per Salim Be St
al Me Standard Spaineer
tins. hoeing 1/4-rch of
J schedule a pre-conand
J) Prior to commction Ue wed, the Cmtrmiic performing work wodl cmtad the Enginar
mark meeting to resew the engines/omer antl
abammalm be prompted by Ue
contractor mil be required to
Enginesn s n
re repo stall notifcatim fpuiremrtA
in to
required inomffirs fa cMvin stogie of the vend and to renew the authority of repair/replace/repave the arm at no additional post to owner.
er Me Ara
it wok.
the Engineer as Il relates to
K) Under no circumstances of wok abject to Me standards eslabliwoes by Mo Ddky canmence without staining aproved canstaccian Mawings PER I1- SPEGRCATON SECnON 215-•C11Ey.11CAL MOOLFlCAnON 6 mILS•:
tone
by the City Carmel Department of Engineering.
21 -
OES N
le etim the Engineer, the portions of Uis pdicy
L) Al Ue ale
E ALL C CAIION 6 BY uNIFOfOLY MIMNG DRY PORILWO FLY ASH, OR A CG.IBINATION
relates to Impactions ontl tinting of work wbpd to the rpuirenenb of this THIS WORK SHOAL CMEN OF
D D IN E WK ME MCI IRM
pdicy wish of the right-nf-way cotll be hlmnined al the prrcandructian mating. 6 IHE MAIEAIAS a1H SOLL TO AD IN ACHIENNG IHE WORKAMLItt 6 SOLIS NANNC AN EKQSSK MOLSNRE COfI1ENi.
f th t-
M) pknensional mtl other standards her concrete mrb Adl be n mdodance with the City al Carmel Standard Decals. 215.02 - MATERIALS
215.OB - TESTING AND MIX DEMN
N) Under no cicumstances shall matend other than P"Uand Cement
Canada meetin the standards established b this elk be utllizea to
9 Y p Y 21iO4 -
STORAGE AND HANDHNG
candrucl canaete curds within the corporate lmib of the Oly of Camel. 215.05 -
KAMM HMITATONS
0) Under no circumstances shall extruded type mrb be nstaled within
the corporate Imits of Me City of Cams. 215.06 -
PREPMATON OF SURE
2) Foundation
215.0] -
SPREADING OF CHEMICAL MOMFFRS
A) General
215.08 -
MIMING
i) This work shall consist of the constmd"cn/prepaaton of Me Norma
tian f amardence with Section 105.03 of the Stantlad Saintw rds. 21509 -
COMPACTION
ii) The formatlan shall be prepared n mcahnce will Salim 605.03(a) of Me Stmmd Spent atirs and Me requirements of Uis pdicy. 2MAD -
215.11 -
MEASUREMENT
BAGS OF PAYMENT
B) Exmwlion and Embakmet
i) Rior to beginning exmwtian and embankment opmtions, all necessary clewing, grubbing, soaping antl tepid stripping and subsequent bundling SECTIOfR
913 'mIL TREATMENT MATERA SI
fa remod Hems within Me dope stake limits shall be performed in
accordance with Salim 201.03 and MIN of Me Standard Specieatims. All 91a01 -
WATER
town, vegetation, ads, stumps firche and deleterious material shall be cmpleldy remod within Me limits of the slope stakes. Maw -
CALOUM CHLORIDE
maw -
mum GILCRIDE
MIN - LIME
6
Let
EL
1
O
."1
LL
cD
`
E�
C
®®
HH
rr�� w
1^
k� W
z
�_
7
\/
�/••�J
`
hVh---��I
F.
00
U O ,
l era
Ind
.
wr
Z N
.
_ 0 M
V
� N
a
Y N
a 5) C1 x
F
0.h
O>a
/
/y O
W
W,nC)
�/ N -0 l0
�,�z
Wo-o
Ili-
L`�
,,�^^ Eon
v! N 0O �
3U�
O M
m
U a
P`G LE/S NfA%
�,wG S 4
Cam. ��& zit 'F' 4 ;'n 0
Z w
- � •
Ng
PE10403858 : * -
.a ;
o
STATE OF
9 .
i ,NpI AyJ�: G20
�wiOn "O/ONAL EN
4fiki
wwwww1111WWAA
�
ojG _
DATE.
07/20/2018
DWN BY:
KPB
CHKD. BY:
EAG
SCALE:
N�A
DATE:
07 20 18
CV
co
h4O
Q
a
�z
V
OQ
C/
U U
z
z
Fi
�xa
,
-Uw
O
.. W
�
Fy
N
W
/�
1�
W
OWU
^�
U
Kw
I�
U
W
1--1
O50
it
\�
; _4 W
W
U
rr
W �
�y
ICI
Q/i
Q
Z
O
� ^
v{'
U
�
W
O
Fy
W
ot
W
0
E-
�
�
Cq
(`
PROJECT
INUMBER
r)ER.001
DRAWING NUMBER
C11.0
SHEET 13OF 15