HomeMy WebLinkAboutPacket 11-21-06
CHIPMAN ADAMS LTD.
ARCHITECTS
1550 N. NORTHWEST HIGHWAY. SUITE 400
PARK RIDGE, IL 60068
(847) 298-6900 (847) 298-6966
www.chipmanadams.com
TRANSMITTAL
Carmel City Hall - Plan Commission Secretary
One Civic Square
Carmel, IN 46032
DATE:
November 8, 2006
PHONE:
ATTN.:
VIA:
Fedex Priority
Ramona Hancock
FROM:
RE:
Rilwan Martins
Red Robin
West Carmel Marketplace
West Carmel, In.
PROJECT #:
06-4030
ENCLOSED PLEASE FIND THE FOLLOWING:
15 sets (11x17)
- Alta Survey Plans
- Full Civil Plans
- Landscape Plans
- Photometric Plan
- Exterior Elevation (line drawing)
COpy TO: JOHN FINNEMORE
RED ROBIN
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IF ENCLOSURE(S) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS L TO. AT ONCE.
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Not.. Inm -. B-2 01 UnNed Conerd
.......... Campan, fie No.
1JlC-IlB-OJ.HlO-Dl, dated ApI 24. 2006:
lteml~
The real ...... Is Sllbjocl to terms lIld
poOIisIans 01 III Easement ........ ..
_t Number 90-7921, iI th. 0fIJce
01 the R_ 01 _.... CcIuoI~ Indiana,
.._-
110m 11:
The .... ...... Is Sllbjocl to terms lIld
poOIisIans '" . Sew<< Easement _
.. InsInanent _ 90-7922, .. _
""""'-
Item 1~
The .... alai. Is sub jocl t. terms IIld
poOIisIansallll_IftE_t
,-.led .. 1nsInnen1 _ 91-6176, ..
_h.......
Item 13:
The real estal.IsSllbjocltol"""lIld
poOIisIans 01 . Ihnt 01 E....enl _
.. InIINment _ 91-J2Il68, .. sIl...
-
R""I4<
The real estat. Is Sllbjocl to ""'" lIld
",_al._Unftallooaf_
Contnlllft ,-.led .. lnsInnent Number
2005-1J4J4, .. _ _
~~~ =~:&_ CampanyFleN~
Aport aI theSouIheasl ~ alSec1Ioo 711ld. pori ., the
_~ aI Sec1Ioo 7, both iI T......,7_ RlIIlJII3
[.... HlIlIltlll CcIuot~ Indiana, _ .. fdJon: c.mlllOllClng aI
tho_ comorol the Soulheasl ~aloaId SecIIoo7:
th.... South B8 dogrOIS 44 mIIuI.. 27 _ lost, 2,876.90 fool
<longtheNor1!llileafoaldSou_~tothe""teraloald
Sectiln _ Sou1lI 00 ..... 25 ml'olt.. 52 _ East 34.71
fool 10 the POINT IE BE_ aI ibis dooc1\>lIoo:
lb.... _liIuilg Sou1lI 00 dogrOIS 25 _teo 52 _ EOII.
16.70 100I; _ _.., 60.B8 fool along III <R to tho loft
hinlng . rodIls 01 170.00 foe!, utonclod by . long chord hooIn9 .
booriIg aI South 10 dogrOIS 41 _ 15 _ Eastllld 0
Iengtb aI 60.54 foel; _ Sou1lI 20 dogrOIS 58 mllut.. J7
_ EOII. 92.40 100I; tIl.... South 24 dogrOIS OJ -... 2J
_ lost, 35.36 feel to the Nor1!I f1;rt-of-oay Iile aI West
99th Stroot; _ alll9 oaId NcriII ""1-01-101 Iile the I1IIowiIg
iii (6) __ 1) South n dogrOIS OJ ml1utOl 2J _ lost,
35.00100I; 2)_~lIldSoutll-.r1y48.9JlooIaIonglll<R
to the loft lIld Ilollng a...... all95.00 100I, _ byalong
dIord hcMIg . belI'ilg aI South 62 dogrOIS D9 _ 41 _
West lIld . Iongth aI 48.82 feel; J) South 55 dogrOIS 15 ml1utOl
58 _ Wos\, 100.34 loot: 4) SoutlllllOltrly, lIld ..torty 25.27
fool along III <R to the f1;rt lIld IlaOng a ..... alloe.OO fool.
oubtonclod by a long chord hcnIng . belI'ilg aI South 62 dogrOIS D9
m_41_WaIl1ldoltnglllal25.21100I; 5)SclutbB9
dogrOIS OJ m_ 2J _ lost, 18.06 100I; 6) _ 66
dogrOIS 22 _lei 48 _ West 49.9J fool to the EosI-'1
""1-01-101 lilt 01 U.s. It1pay 421; _ _ 21 dogrOIS 10
m_ 45 _ lost, 284.14 fool <long oaId EosI.ty
f1;rt-0I-.., Iile; _ NcrIh 68 dogrOIS 4i _.. 15 _
EOII. 101.94 feel; _ Nor1!I B9 dogrOIS J7 milul.. 13 _do
EOII. 211.87 100I; I. the POIIlT IE BEQIOINC;, _1_ 1.880
atreI. men II' lea.
t NlaR. N!JI. SEe. 7, T.171l, Il.JL
RMJMMD Rt ... fU aum
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.. - - - - - - -LIIIRCJIOUICI SNlTARY
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Scmeider
lHE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 OIIJ A......
IncrlGllopall.. IN 48218-1037
Telephone: 317.828.7100
Fax: 317.826.7200
www.schneklercorp.com
Architecture
CMI Engin_ing
Environmental Englnoerlng
Geotechnical Serkes
GIS' US
Home Builder ServIces
Interior Design
Lond Surveying
Landscape Archltectur.
Transportation Engineering
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Canmencllg 01 the ...- c:omer aI ooId Sou_ Ouorler: IIltnco Sou1lI B8 dogrOIS 44 _00 27 _ _
(_ belIiItl oIong the norIIIlile aI oaId _ _ 0 _ al2878.9O fool to tho _ c:omer
tbenot _ South 00 .... 25 _ 52 _ East a dIsI_ aI 34.71 fool to the Point of 1logiInllg. boIng .
.- """ '" oIanpod "Sl:HNEIDER f1IQl fOOOl" (bonofter _ to .."~ _ South 00 dogrOIS 25 _.. 52
_ East a _ 0118.70 fool to . "_ III 0 non-tongen1 cuno to the loft hcMIg 0 rodIls all70.00 fool, the
......poInI aI_ beenNor1!l89dogr01S 34 _ D9 _ East; _oouIIlorfyolong oaId......lIl<R
dIII_ aI 60.88 to 0 "_ _ bocn South 69 dogrOIS OJ _ 21 _ WaI Inm oaId ..... point; 1IIen..
Sou1lI 20 dogrOIS 58 _ J7 _ East a _ 01 92.40 feel to a "re."; _ South 24 dogrOIS 03 _
23 _ West . _ 01 35.36 100I to . '.-": _ South 69 .... OJ mild.. 2J _ West a 11II_
::':::'S:tIla ~~ ~~:r: ~~ afu:.:-....~~of~95.:.. re:;:: =::t~9J
I. 0 ".-" _ been NcrIh 34 11I9- 44 _ 01 _ _ from oaId ..... point; _ South 55 dogrOIS 15
mlnulel 58 _ _ . dIoIlIl.. 01 100.34 fool I. . "_ III a non-Iangen\ cuno I. tIl. rIgIlt hooIn9 a ..... aI
105.00 fool, the _ poInl aI ""1dI bon _ 34 11I9- 44 _I.. 00 _ 100I; _ ....1InIosIcr1y oIong IlIId
cuno on <R _ aI 25.27 to a "_ _ been South 20 dogrOIS 58 _lei 36 _ Eastlnm oaId radiJI
point _ South B9 11I9- OJ _ 23 _ _ a _ 01 18.06 feel t. . Mag NoI1litll ....... oIanpod
"SQfNtJIIER f1IQl fOOOl" iI III o'lll,,1I oIdndI; IIltnco Nor1!I 68 dogrOIS 22 _.. 48 _ _ a _ aI 6O.J1
feel to . "re." III the east f1;rt-el-way Iile 01 u.s. 421 (1IIdIIgln Road) per Stoto It1pay Projocl ~ S1P-1JS-2(~
_ Nor1!I 21 cIewOOI14 _ 40 _ WaI oIong oaId east f1;rt-oI-IOJ IlMI a _ aI m.21 fool to a
"_Ill thepolnl ai_ala cunohclmg. rodIlsaf 228,JIl7.12 fool. theradiJlpolnl 01 IIlldlbon_ 68
dogrIeo 45 _ 20 _ East; _ ._, oIong ooId ano lIld oaId oasI ""1-01-.., Iile III <R -... aI ... .J
0a 29.82 (chord bong - 21 cIogreos 14 _I.. 27 - - 0 dIII_ 01 29.82 fool) t. a "- - been ;.... ........,
. Soutll68dogr01S4S_fl_WaIlnmoaldradluspolnt __681119-49_,5_EosI
o _ of 109.59 fool to a "_; \hence _ B9 11I9- 37 _ 13 _ East a dIsI_ aI 211.87 fool to
. tho PolII al8egInnllg. -1aIniIg 1.73...... .... ",- HE COIl. SEll. SEe. 7, 117M., Il.JL
I .., 1M. IlUD PO: ClI.Wf1' IlOUEIIlllS
. ~llKlIlLsu:."T.""''''''J''r- _ _ _~"!!"'l- - - ~
. ---- -~--_n.--
: _~ ____..~~Sll1lJ!...~- Suno,o(.1l<port
r---- _ 1. 1n_"""1IIft885,Ar1Idtl QIqIlor12 althe__ItIroIheCodo....-,.... the........
-.-------------- -------------~- --- ob_lIld opllIont en oubmIIIod ~ tIl. _ ldlcorloln\ioo iI tho ~';"the'~ CIld-;;;;;'
-- _f11Is....,at.n:oodIaI_lIooil__ ilrecenI.......-lIld~ illileoal
accupalIon: ond .. iI_ b, random ornn iI m_ {"1boortIIca ~Ij). 1hero..., be UllWlftton rIgIlb
otSOdaIed 1litll _ _aIllloo The cllenl _ __ u.n Is III omoun\ of _I, along lIlJ Iile ..... iI
m..,,_ to the dtcreponty iI the IocaIIon 01 tho Iilto aI ~ Inm the .....,... Iilet.
Thoro..., be _ aI dood _ ...... _eel _ dlIl9 tho ~ IiIOI ..... ""- and, IbwIso,
u.n ..., be _ ...., m..",. _, bul not precIteIy at. __ ~........ In._..... th. I1IOfliIudo 01
_ _ en 1m. tblIl the R_ PooIIIonoI _, tlaIed blI..lIld loa IIIen tho _oiJI, ilenli1lod '" th.
reference rnamonenIaIIon (_ beIolI~ the _ ..., be consIdored Int9IIlIcanI CIld en ..... only lor purpotOI
01 _ _ Sucb _ tbaI en ... IIIen the IleIaIhe PooIUonaII<aItocy lIld the _olIl, iI
reference rnamonenIaIIon _ be ...- worthy aI notlct lIld en Iherefcn furthor _ blIoo.
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5992.001
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D 11'....",..,....". ST.....
'SDIlIID fill ",.r ItT lam
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HE aR. S1IlI. SEe. 7, 117M., R,3E.
UlCA1IIIfElIUTrllLIlCI'MIO'I'CMIID.
CllnER.lI5tfZlllD-4l.P.c.:1L1I3
(lJIRI1lIlI)
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IlUCE ClIIlS1IlUC11lJ UIITEO PAR1NERSHP
UIlIlED 1IAIlflNITY DEEO
INST. ~41580
I
PIIlTEII SHANN l UC
lPEQAL lIARIt\N1Y DEEO
INST. "999-9904943
LOT 1
IE BLOCl( F IN lEST C.IRIIR CEN1ER
INST. f2OOJ-41685, P.e. J, 51. 183
ASSUMED NORTH
SCALE 1" = 30'
,
...
i
.......
~ - DEEO BEARIHG DR DISTANCE
R "RECOIlD BEARING DR DISTANCE
. UEASUREIO 8EAIlING DR DISTANCE
P) . PlAT .INQ[ DR ImANCE
.......,
PART IE
DOO: CONS1RUC1IOH UIlIlED PoIIl1NERSHP
lPEQAL 1IAIlflNITY DEEO
INST. f2OOHJ748
lblo ....., lIld report en botod iI port _ opltIons formtd iI occordonce sifII III Indioo1o Land Swwp'. reopontibIIiI, to
conducI . _ iI __ 1litll "law " 0 precedenl" (865 lAC H2-11(5~ _ aI tho IndIono Stoto Iloonf 01
Ro9t\raIloo '" Land Sunsyon} SInce Indon. hot no _lei oddratiIg has 10 moho ~ lines, 0 ldulJon _ III
pI'iI~ _ Inm common In precedent mutt be rdlod _ at the botIs '" . ~ _110o.
~ _ noted " depIcItd horooll, tIlors Is no _ of occupaIIon along tho perinoter IInos of tho oubjoctlrocl.
AlI....,-.obtol ,,_ tll1s ....,en_ with otIsIiIg !J1lCIoun... _ noted.
Tho _ PooIIIonoI """",,,(M t. random ornn ii_I) of this...., Is "",,iI the lpOCIlIcoIIon. '" III
lb\Ian ao.. Surwy (0.07 fool plus 50 """,) .. doI"nod iliAC B85.
This ...., Is III orlgiId ...., aI . IrocI olfond 1Ii1h1n 11I01 lies w1f11i1 . IrlIcI desa1>ed InsInanent _ 2004-4J748,
iI the 0fIJce aI tho Recardor aI _Ill County. ~~ The geometry aI the ujocllrocl _ bated _ client'.
_ lIld the ootI ,;;.t-af-.., 01 U.s. 421.
A --. _,_louncI, per CcIuoly__ T1et. ila 8' P\'C "'" 1.01001 _the _al98th SIreeI aI
the ...._ c:omer 01 SecIIoo 7. TOOOlth\> 17 Nor1Il, RlIIlJII 3 EosL .In dItniun monumenl _ found, pot CcIuoI,
Reference T1et. allhesurface al98th SlmIoI the_ quar\er _altaid Sec1Ioo 7. AHarrftonIlonumenl_
found, per CcIuoIy Reference T1et. aI the _ aI 98th SlmIlIld SheIbome RaacI aI th. ..._ comor aI oaId Sec1Ioo
7. A IlagNal_found, pot CcIuoI,_T1et. of the ...... 01-.. RaacI aI theoasl quar\er...... aloaId
SecIIoo 7 (raiIraacI ..... per rsf...... tiet} A raiIraacI ..... ... founcl, per CcIuoI, R"""'.. r... 0.3 100I W.. the
_ 01 l116t1l SlmIlIld _ _ aI the norIheotI c:omer aI oaId _ 7. A.- opb ... found, per
CcIuoI, Refcno.. T1et. 0.2 100I W.. tho ...... 01 l06th SIreeI aI th. norIII ",,",or carner 01 oaId Sec1Ioo 7. 1hero Ie, iI
m, opilIon, .. ...e11 .. G.5 fool aI _aIlly otSOdaIed sIlII the _100 01 these .........1&
No -.01 _ _ alter _ lIld probiIg aI the ClIlter aI Sec1Ioo 7, T...... 17 _ RlIIlJII 3 EosL This
comer was atdlIlshed fram Ibe IocaUans of the I'I'NIIUIIIenta faurtcI ot the narth-e: comer of ttIe Nor1heDII Qatill' and the
norIheotI "",or of tho _ _, .. roIorcnced _ iI -)mctJon 1Ii1h pial goarnetry aI _ F iI West Cannel
Center .- illnsInanent _ 200J-41685, PIal CdIilo\ J, S&do 18J, iI the Office 01 the Recardor aI Hamillll
CcIuoI~ IndIono. Tho norIIIlile .1 th. Soutll_ _ 01 Sec1Ioo 7, T..."" 17 North, RIIl9' 3 East Is ..... Inm ~aI
geometry '" iI_ purpotet. Thors Ie, iI m, opilIon, .. rnucb at 0.5 feel aI _I, ottOcio\ed llItll the IocaIIoo
of this comer.
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Tho geometry aI LN A aI Stoto It1pay Projocl No. S1P-1JS-2(1I08) _ 0I!0bUlIl0d Inm tho opIiI aI cu1lt along US 421
(1IIdIIgln RaacI) north alll8tll SlmIlIld the pIlyolcd _ of _ (.. roIorcnced iI told Stoto H~ Projocl ~
SlP-1JS-2(II08)) _ <long tllo east oIdo 01 u.s. 421. The IocatIont 01 _ <long the east tide aI u.s. 421 _
_ 0.5 feel altheolollonilgllld_ 0.5feelal theolftoto Inm 1ft A .. _nod iI oaId pI'Ojocl__oo
_ .... to _011 the oIaIIooing along the 1ft A. at ..... h....... The rlght-ot-.., .... aI ooId US 421 (1IIdIigon
RaacI) .... _ from Ule A utlIg pbtl geometry .1 oaId Sloto It1pay Projocl No. S1P-I35-2(II08}
lb. _lIld ""'In 01 the pcnnlllld ad)>lnllg Iracb _locaIed h..- bated... _1roftIg cd1t conlolntd iI the
recenI .......- 01 oaId frocIt. 1hero en no dood gaps " ... 1Ii1h adjoOlcn along tho pcrinoIcr Iileo aI the pcnn\
InIcI _ ... conIroIIIn9 cd1t __ iI.-d land dooc1\>lIool
::.::::":' =..'T':'-:;"'"'b-~g::: =:... ~;,~~;,:~ =:... ~ a
caIIt ""'aIleelil ooId deed. Thellmlled _f1;rt-ol-..,_,aI \he _ _ althe ujocllrocll1et from
2.4 fool _ to 1.8 feel norIII 01 the line. botod ..... the conIroIllg .... _laIled illnobumonI _ ~1J4J4 IIld
in tho -'110o 01 the ujocllnlcl pI'O'IIcIod by-"
Ihe nor\herfy, -.r1yllld oouIIlorfy_ _ estobllohodlnm geometryal a""" lIld _ ~ pI'O'IIcIod by""
~ Ihe _,_ 01 the oubjocl _ .... toI_ oIong tho 00tIerIy f1;rt-ot-.., liIo aI U.s. 421 (lIJch1p
Iload) per Stoto HJ9l1OJ Projocl No. SlP-1JS-2(II08}
The _ edge 01 Dl asphdI_ dlIl9 the east tide aI the Sllbjocllrocllles from 1.0 fool east to 4.9 fool eooI aI the
line. Thenorllledge allIl asphdI td along \he oouIh oIdooltheSllbjocllrocl11et from J.4 fool north 1.J.41oo1_
01 the line.
2. The......., allIl,_ '-d data ..... III ibis report Is Olbjocll. map ocaI. _,lIld to Ill' other
_I,illacoIIoo "_Ill therolorcncedFlood___1Iop. The _ desa1>ed1rocl alloodr.._
Flood HamI laos X (1lIl!hocIod) .. oaId _ pIaIs by ..... _ lIld adjoillng CaImIunIIy PonoI _ 180080 2lI5 F the
Flood """'- _ IIopa '" _Ill CcIuoI~ _ (mapt doled F*-J 19, 2lIOJ). Tho tho oubjocllrocl pIaIs b,
..... III map _ .. IIap _ 111l57al215f, ibis map _ not p<il1od.
J. ~ illormaIIoo hIIcotod horton Is at Idenli1lod iI CcIuoI, " T....... _ " III tIIIe ""'" ",_ by oIhon.
4. lb. oubjocllrocllo mod B-2 per the CIt, aI Corm~ CIS IIopa at found III the _ aI
hl...'lwnols.d......................hdacfm. Ill"'" I&, 21108. Tho _ roquhmenb '" B-2 ZlIolIg _ be.......
tr_ lIld oubjoct to IogoIl1\erJn\aIIoo, fIIcnfln. _ IInos en not depIcItd ""- but en Dstod hertaIter.
1Icooinum~.SiIlIy(60)1ooI
IIlIImum Front ~ . Aftoen (15) loot
IIilImum SIde ~ . FIw (5) fool
IIlIImum R.... ~ - T""", (20) fool
IIlIImum QaIIld Floor IRa - Nile _ (900) ....... feel
u_ Lot c-ago - _,_t (9Oll) allaL
Parldng .. l.oadllg IIor1h . J,OOO - 15,000 ....... fool _ _ .... . One (1) berth
15,001 - 40.000 ....... loot _ _ .... - Two (2) borIht
Eadl25,OOO __....... fool. One (1) __ berth
5. E_ 01 ...... .1 tIIIe '" the ujocllrocl _ pI'O'IIcIod iI the _ 01 UnReel GoneraIlIUI __ ~, FIe
No. IINC-IlB-OJ.HlO-II doled ApI 24. 21108. Sctno aI the Items _ iI _ III _ ..., '- been cIIIlIcIed
III tho ....., lIld on ilenli1lod by IheIr mdng _ ShaLld lIlJ _ Ilemt ... to be cIIIlIcIed III the _
pIcote_lIld~tho""""""_
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tR/llIiE".......... peoC;.. .ii..iNe - - - - - - - - -;: -;.;:::.::- ~~..;- .:: ~ _ "buIdIng _ _ _ _ III lIld
STA1E_YFlDltlIAS1P-I.l(OlIO) I ad)>lnllgthoSllbjocllroclalthellMof.....,.
I 7. Thcrs 10 obtonobIe -... 01 .- _ ond _ _ III IIld oIong Propoaod West 99th
SbaI, U.s. 421 (IlIchIgan RaacI) lIld along the east tide aI tho uJoclIrocl aI the 11M 01 """"
lINE
L1
12
LJ
lINE TABlE
BEARING
4'tl3'2J"W
S69'OJ'2J"W
S69'OJ'2J"W
LENGTH
35.36
35.00
18.06
8. 1hero101lO___afoil......__Ganp, ........oanlIorylClldtilalthellMoI
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9. 1heroIsnoobtonoble_aloil......ctlIIIIorJ.
SW aR. SEll. SEe. 7, T.171l, R..lE.
IWRiIII MIIIIIIIT RIIIlD PEl aum
-...
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-
The _ IocatIan data ""... III 1111
_apaollfonal___
SJIlem (GPS) -..uon. ..- t
~ (NGS) uUIzIn9 IMIr 0nIil0 Paoli
(OPUS) -
UnI....-nated,_....
_oaIda>us_lIldenlllij
_ _ Oatllm (NAIllU~ n
~natIon ... _ utIImg lho IIllIlII
modll (GooIdll3~ II II m, ap~1an Iha
lho _ oflho pra)oct _
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--. ~dIana_
(311)778-5534 (Dan -)
-
Carmtl utili, Oepar1menl
One a.Ic Square
CanllIl, lndIono 4Ml2
(317) 571-2442
ToIephona
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22ONcrthM__
IndIan<9oUo. ~dIona 46204
265-4878 er 1-800-382-5544
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IndlanapalIo, IndIona 46218
(311) 972-9700
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....-..- -l.IIlDOlGIICI.I SMlTARY
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A.OIIJIE
~~
ScIniider
THE SCHNEIDER CORPORAnOH
HI.laric Fort Harrison
8901 otis """""a
IndJanapalla, IN 48218-1037
Telephone: 317.828.7100
FOlC 317.828.7200
www.achneldercorp.com
ArchItecture
Civil Englne<<lng
En"""'menlal Engineering
Geotechnical SenIle..
GIS. US
Home BuRder Senftel
Inlorlor Design
Land s..MJln9
Lanclacape Archllecture
Transportation Engineering
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Slandcrd 0IlaI RllIlhmonll far ALTA/ACSM Land THle ~. joInU, __ lIld odaplod b, ALT" lIld NSPS ~
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SlandanIo .. odaptod by ALTA lIId NSPS IIld ~ ofIocl III lho dais of this corlIflcalIan, undonIgnod futthor _ lIIot
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IIUICE CXIIIS1RUCIDl UIIJ1ED P_
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LDT 1
OF BLDQ( F IN lEST CARII!l. CEII1Dl
INST. 12003-41885, P.c. 3, Sl. 183
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OUICE ClIlSTRUCT1lJI UIITtO PARHR5HP
SPEllAI. WNlRANTY OEID
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CanllIl, indiana 4Ml2
(317) 844-9200
storm S-
at, of Ccrm~
at, H~ 1 a.Ic Squcn
Cannel, indiana 4Ml2
(317) 571-2441
SlreItI
at, al Ccrm~
aty HGI, 1 _ Squcn
CanllIl, indiana 4Ml2
(311) 571-2441
UN[ TA8I.E
UN[ IlEARING LENG1H
11 4'03' 3l5.J6
L2 S69'03'23"W 3l5.0ll
LJ 18.06
sonnTI (Ill
IIIJ.II'OO 1lWl1(D)
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STAll ...., PIIDICT III SlP-135-2(a)
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IIld otIcnI pmIdod b, lho '-""
not of lho utllt, ........... _ may
"joc a)oct. bOIId _ lho~_
:IdIr _1IopoctIan. AIIut11ly
ern lacotIcnof_and_
CcraII1a L CancI.
Re9fIIsed lAIld ~ f204(IOOO8
..... 2J, 2008
sw CllR., SS4. SEt. 7, WH.. R.3E.
__FlIIDI'lIlCtllflY
1E11111111O
SECTION
VALVE OPERATING NUT
SHAll. BE AccrSSlBLE
lltROUOH FRA....E at UO
.....
N
.0
8
N
4 WATER VALVE IN VAULT
rA1E ""'"
GENERAL NOTES
Alllmprovemants shaU be In accrodalce with the City of
Carmel standards. latest edmon.
2. Removed pavement. sidewalk. curb and gutter. etc. $hdJ be disposed
of at oft-site Iocatfons provided by the contractor at lis CJlNfl
expense.
3. The Contractor shall be responsible for the hstdIatIon and
maintenance ot adequate agns. trattlc con1rol d8Yk:>>s. met wanng
devices to Inform Old protect the public duIng aJ phases of
constructk:ln.
4. BarrIcades and warning signs shall be provided In occorckrlCe with
Standard Speclllcallons.
5. All elClstIng traffic agns" sheet signs. etc. wHch Wer1ere wtth
construction operations and not noted tot rerTlO'ld or dIsposcj shdI
be removed and reset by the contractor at Ioc:xltkJns as desIglated
by the engineer. Thl's shall be considered incidental to the contract
and no additional compensation shall be aIowed. Danage to these
Items shall be repaired by the contrcx:tor at his own elCpElflS8. AI
signs not required to be reset shall be delivered to the City or
COlSlty os approprklte.
6. All permment type pavements or permanent Irnproverner'Lft wtlch
abut the proposed Improvement and must be removed. stxJII be
saw-cut prklr to removal. All Items so removed shaI be
replaced with slmUa, construction materIcjs to their 0fIgtd
condltlon or better. Payment for sawing shall be Irdl.ded In the
cost for removal of each Item and replcx:ement will be pdd lXlder
the respecl1ve Items In the comroct. uness othetwlse lncIcated.
7, The contractor to have a competent Sl4>9r1ntendent on the protect stte at dI
times irrespective of the amount of work sublet. The ~tendent shdI be
capable of reading and understanding the plans and speclftcatlons. shdI have
full authority to elCecute orders to elCpedlte the protect. and stdI be t9!POflSilje
for schedulIng and have control of all work as the agent of the general
contractor. Failure to comply with this provision wi! r8Slit In a suspenskln of
work.
8. It shall be the responslblllty of the Contrcx:tor to remove from the
site any and all materials and debris wtich ,&Slit from his
construction operation at no additional elCpElnSe to the owner.
9. The controctor shall notIfy the Munlclpallty and or GovemIng Ageocy
48 hours prior to the start of any construction. Fdlue to do so wID
reSlJt In the stoppage of all construction and the conhactor win have
to prove that the work done without notiflcatlon was done occorclng to
the approved pIc:I1S.
EARTHWORK
Work lI'\dar this section shall Include but not be UmIted to the
following:
A. Clearing and femovlng from the site, aIIlnjeslrd. trees
and other vegetative growth within the constru::tIon aea,
Tree removal shall be kept to a mlnlmt.m.
B. stripping of topsoil from all proposed s1ructlIaI aeas.
C. stOCkpiling of topsoil at locations as directed by the Owner
or Englnee,. Topsoil stockptled for futlJe use shall be
relatively free from large roots. stlck!t weeds. trush. stones
lager than one (1) Inch diameter or other litter ald waste
products IncludIng other extraneous materials not conducttve
to plant growth. Topsoil shall be stockpiled In sequence to
eliminate any rehandling or double movements by the Contractor.
SPECIFICATIONS
SCALE: NONE
,~ \
6"Valve Box
NEENAH R-1017-B. EJlW
1022HD OR APPROvtO
EQUAL FRA....E WITH .WA TER.
I....PRINTED ON niE COVER YdTH
RAISEO LETTERS. PICK HOLES
SHALL NOT CREA lE OPENINGS
IN THE "'ANHOLE COVER
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D. Clay cut and Clay nil with compaction wItttl bUIcIng/pak/ng aid
all other structual III aeas.
E. Placement and compoct1on of day to staldads as req..Cred on
the construction plans to the design abgrade eIevatk>ns.
The Contractor will note that the elevatlor'u shown on the
construction plans are finished grade elevations ald th:Jt
pavement thickness must be subtracted to determine Slbgrode
elevations. The Contractor may obtdn reqUred clay fBI
from on-sIte elCcavatlon and on-sIte borrow excavononas
dIrected by the Engineer. or Owner.
F. Backfllllng and compaction behind new cubs and gutters.
G. Movement and compaction of soU material from the constructk>n
of 1Jldergro1Jld utllltles.
H. Topsoil Pklcement to design tInIshed gode elevations (e
minimum or as otherwise noted),
I. If required. removal from site of all excess eath mat9l1al1ncludlng
excess utility trench spo\I att9f fhj ga:jrg.
2. It Is the Contractor's responsibility to determine all matertaI
material quantities and appraise himself of all stte condltk:lns. The
contract price submitted by the Contractor stdI be considered os
sum for the comp6ete pr~t. No claims tor extra work will be
recognized unless ordered In writing by the Owner.
3. Proposed pavement areas and when applicable. bUIdIng pads. drtvewoys
and 5ldewatks shaU be elCcavated or flbed to pIui Of minus 0.1 foot
of design subgrade elevations by the Contro::tor.
4. The subgtad8 shall be free of lA1SUItable material cn::::t shaI be
compacted to a mlnlmum of nlnety-flve (95) percent of modlfted
proctor density. Testing for compaction shall be the responslbllty
of the Contractor. All test results sheil be SlbnItted to the
Owner &. Engineer.
5. Upon completion of the surface Improvements. the elCcavator
shall respread a 6-layar of topsoil on all dIstubed Ialdscpae aeas.
6. During construction operations. tha Contractor shallnsua posIttve
site drainage at the conclusion ot each day. SIte drainage may be
achieved by ditching, pu'Tlplng or any other method acceptable to the
Engineer. The Contractor's failure to provide the above win preclOOe
any posslb19 added compensation requested due to delays or
unsuitable materials created as a resUt thereof.
7. Whenever. during construction operations. any loose material Is
deposited In the flow Une of gutte,. drc:*1age stn.rcflres. ditches.
etc. such that the natural flow line of water Is obstructed. this
loose material shall be removed at the dose of each working day.
At the conclusion of constrl..ctlon operatlor\\ all drainage structues
and flow lines shall be free from dirt and debris. Ttis: wotk shall
be considered Incidental to the confToct.
8. All disturbed areas outside the rlght-of.way. pakways cn::::t detention
areas shall be restored with sod.
9. SOU eroslbn control specifications shall be considered as pat of
thlssectJon.
10. Soli erosion control measures In cx:cordance with the
requirements of the Town of Plalnflek:f cn::::t the State of
Indiana.
Mut!lIt!r Ct!nturion A-423, Or Equal
Painted "Sofety YellowY
J'-OY
Min.
.
.
<
~
l'-O~ Min.
Bedding Motenol Conforming To
INDO T 90J.02, Size No. 8
One 8'x8"x16" Solid
Cone. Block Or 6"M/n.
Closs"B" Concret~
Bast! On Und/sturbed
ground.
5. Hydrant Valves must be restrained to the tee
with either all thread, or an anchoring tee.
CITY OF CARMEL
STANDARD DETAilS
FIRE HYDRANT
ASSEMBLY
f
EX. HYDRANT
. EX. BUFFALO 90X
EX. WATEALN
o EX. SANITARY MH
EX. SANITARY LN:
. EX.STORMMH
o EX. CATCH BASIN
EX. STORM lNE
. """ EXISTING ElEVAOClN
~ EX. UTIUTV POLE
-m- EX, CONTOUR
)fC PROPOSED IfI'()RANJ
. PROPOSED VALVE VAULT
PROPOSEDWATERlJIIE
. PROPOSfD SANITARY MH
PROPOSED SANITARY LINE
<II PROPOSED STORM MH
. PROPOSEDCATCHBAS/N
. PROPOSfD INLET
C PROPOSED F.E.S.
_ PROPOSED STORM LNE
_ PROPOSED DOWNSPOUT LINE
-"1- PROPOSED CONTOUR
- DAANAGE DIRECTION
... EMERGENCY OVERFLOW ROUTE
-;- SIlT FENCE
~ PROPOSED PAVEMENT GRADE
V.I.F, VERIFY IN FIELD
EXISTING SITE CONDITIONS:
FROM CMl ENGINEERING PlANS mlfD 'WEST CARMEl
MARKETPLACE. PHASE I" PllEPARED BY WOOlPfRT.
INC.. lAST REVISED fX>lr:FIlfX>.
BENCHMARKS:
NOT PROVIDED:
CONTRACTOR TO CONfiRM PRO..I:CT BENCHMARK WITH
lANDLORDS SITE CONTRACTOR TO ENSURE CORRECT
DATUM.
CONTRACTOR SHAll NOTIFY
"HOLEY MOlEY" 48 PRIOR TO DIGGING:
UNDERGROUND lOCATION SERVICES
800-382-5544
CIvD engtn. action of:
-. r/Pf!--
SIGHED: l1/Dl/ltW
CIVIL SHEET INDEX
Cl.D CIVil TITLE SHEET
Cl.l SITE UTILITY PLAN
Cl.2 SITE GRADING PLAN
Cl.3 STORM WATER POLLUTION
PREVENTION PLAN
C1.4 STORM WATER POLLUTION
PREVENTION PLAN
Cl.5 SPECIFICATIONS & DETAILS
8 MISCELLANEOUS
SCAlE: NONE
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Water Aloin
NOTE: EICCAV",lED AREA
TO BE JETTED AND
COt.lPACTED
CASTING SHALL BE SET ON
BITlIt.lASTIC ....ATERIAl
BlTUMASnc ...ATERIAL SHALL BE
PLACED BETWEEN PRECAST
RElNrORCEO CONe. SECTIONS
Notes:
1. At High Points Along Main Water Line Where
Indicated On Drawings. Anchorin(} T~e Shall
Be Set At 45~ Angle Uprrards And Conn<<tt!d
To 6" 45~ Bt!na. Main Water Untl Sholl Be
Lorrt!red To PrOVldt! Sufficient Cow:r As SpeCified.
2. All Joints Shall Bt! Rt!straine(/ Exct!Pt In Run
Of Tee.
J. Hydrants Shall Be Set At 500' Max. Horizontal
Distonct!, Or Less As Sp<<ifit!d By Fire Dt!partmMt
4. All volvl!S must include Pasi-Cap or equivolt!nt
Dote: March 01 Sc.N: NOI To ~
,
="'~~
.......-
2 LOCATION MAP
SCALE: NONE
WATER SERVICE
CARMElIITllIT~S
WATER DEPARTMENT
JOHN DUFfY
7M 3fd AVE.. SUITE 110
CARMEL IN 46032
(317) 571-2451
SEWER SERVICE
CLAY TOWNSHIP REGIONAL
WASTE DSTRICT
RVAN HARTMAN
10701 N. COllEGE AVE.. SUITE A
INDIANAPOuS. IN 46280
(317) 8<14-9200
TELEPHONE SERVICE
AT&T
BRAD BAILEY
5858 COUEGE AVE.. FLOOR 2
INDIANAPOUS. IN 46220
(317) 2524266
ELECTRIC SERVICE
INDIANAPOUS POWER AND UGH!
DAVID SIMPSON
1 MONUMENT CIRClf
INDIANAPOUS. IN 46204
(317)261-8222
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()
NOTES:
1. ALL UrnNG HOLES. JOINTS
BETWEEN PRECAST REINFORCED
CONC. SEcnONs. GAPS
BETWEEN PIPES Ie STRUCTURES
SHAll. BE: TUCKPOfNTED WITH
HYORAUUC CEMENT
2. All. VAULTS SHALL HAvE
NEOPRENE COATED OR
FIBERCLASS StEPS
J. PIPE OPENrNCS SHAlL BE
Pfr[C",ST INTO WALL
4. PRECAST CONC. BASE TO BE
CAST INTEGRAL 'MTIi LOWEST
WALL SECTION.
5 CITY OF CARMEL FIRE HYDRANT ASSEMBLY DETAIL
SCAlL NONE
GAS SERVICE
VfCTREN GAS
DAVE CATRON
600 INDUSTRlAlllRM
FIlANKUN. IN 46131
(317) 736-m5
STORM SEWER SERVICE
HAMUON COUNlV SlJl\!EYOR'S OffICE
GREG HaYES
ONE HAMILTON COUNTY SQUARE. SUITE 188
NOBlfSVJllf. IN 4H$)
(317) 776-8495
g i !
!a ih
011: r:~':'
~ ii:
;;U8
; ~ UI
O;U!
~
unuTY HOTUNE: WITHIN INDIANA: 1-800-382-5544
OUTSIDE INDIANA: 1-llOO.42B-5200
3 UTILITY INFORMATION
SCALE: NONE
:'@:::s":-:::;'
,.@t/ '. /
~ ~.@~:: :~'~-;.-- &~
~ S TJlIANGUI.ARPATIERN TRUNCATED DOME DETAIl.
!L4r-'~""'-""-"
T-$--4r-4-
I I I
-<f-<t-<f>-
IV'" RAM'S
'~-~.,. :::-
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.- - $'
.... ~'\ '''' .-.,.
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~
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GENERAL NOTES
Detectab'- wOI'nhgllI'd be
ntolledatcurbr~~cn:l
pede$trlon refuge I$la'ldI" at...,Ode
railroad Closmgs. trcnlI ~
edges. and Olhtof loca1lons~
ped8str1on:1 are rltCll.*ed 10 O'CG1o Q
hazOl'dous vehlcularway. Detectable
w~U'oClIaIsobenstaledat
alltys and commefclcI entn:n:es
when permanent troffic conh'ol
cktvlc:esare pl'esent.TheITlCJld'l'u'n
$IOpeoffhe5ldelbeforTypeB
rarnpsshalbel:10:ho-.WfhlI
width 01 fhelandlrlg CQQ be'-'
fhetopolfherarpcncla"l
otl5lru:;lIanl$leaIt1CJ'l1.2m("-O")
then tM maximum 1lope shaI be
1:12.Alllaperaflal<;u~as
unlh of vertical d1splocoment 10 l.fiIs
01 horIZontal cl$pkXement (V;H). AI
dirnenslonlarelnmlllme"~)
........ oltwr.......1hown
Revisions
6. ~'1o~7:G SUBMITTAL
6. ~t~~G SUBMITTAL
6.
6.
6.
6.
6.
Drown By
Checked By
SQUARE PATIEIaIl
l!!!.L.
Scale
N.T.S
Date
~/a7 /06
~
'.""-~",
DETECTA8lE WARNNGS DElAL
OETAI1.S OF RM4lS
Job No.
2006-27
Sheet No.
Cl.O
~,.,~~.~::,~::~~ ~~,,:~ 7-j"""J
"',."'-, ~::::.,., L'''-H~
~ '~'='~
B....:.::.:..
';:," .::..::1:=:;;::-:- J~
-~:=.... .....-
,
"..1 '--c..c,~"..."
~:'.:~~-.:;..~'~"
.<0,."..........
I C'"'
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OETAILOFSIOfCUAll
~"" ",.m~""I'~ ..".,.....~,
/t"".;.""""",...,,,...,..,.,
~
lEGENJ
IIlll '>..
Cl ,~,
IBD ,..".~.~.,.
lID ""...",,,,,
OetectablewarnlngaU\alcorrtrast
vbuoti with the ~Uda~
concrete by the use oliedeolofed
ca'lClet:e
7 HANDICAPPED RAMP
SCAlE: NONE
~\
lAND COVERAGE SUMMARY
TOTAL SITE AREA _ 1.97 ACRES
PERVIOUS AREA = 0.62 ACRES
IMPERVOUS AREA = 1.35 ACRES
% IMPERVIOUS = /RJ,
SITE UTILITY PLAN
1" = 20'-0.
0102040
--
I"-
~
N
SITE UTILITY PLAN
SCALE. 1"",2O'.()"
EX. BUILDING
I
I
\
J1f'<<)lC....TESF\..ImJREC~Uf'l:
AAKN; srAUS TO BE
STRPED ON EXJSTt.IG
' r,==~~",)
-~?~ {-'r-TI \1-,1
\6.v ~6.1 I,.~'O' I I \ I
II ,::1~'11
I I F"t.r~ I PAvJ
\
/
\
\
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~
1. REFER TO ARCHIT'EC1UAAl PLANS FOR All BUILDING DIMENSIONS
2. All DIMENSIONS ARE MEASURED TO THE FACE OF CURB.
3. All CURB RADII ARE 2.6', UNLfSS OTHERWISE NOTED.
4. ALL SANITARY SEWER SHAll BE PVC SDR 35 PER ASTM D-3034 WITH
JOINTS PER ASTM 0-3212
5. All STORM SEWER SHALL BE RCP CLASS IV &. JOINTS SHAlL BE
FABRICATED 81 INSTALLED IN ACCORDANCE WfTH ASTM C-443.
6 All STORM MANHOLE CASTINGS SHAll BE NEENAH R.2015 OR EAST
JORDAN 10000J Ml PER HAMILTON COUNlY SURVEYOR'S OFFICE
STANDARD CT-2. UNLESS NOTED ASSOUO UD PER CT-I
7. All STORM MANHOLES SHAll BE IN ACCORDANCE WITH THE
HAMilTON COuNTY SURVEYOR'S OFFICE STANDARD PlAN 0.20
CATCH BASINS SHAl BE IN ACCORDANCE WITH DETAIL 0-20, WITH
THE ADDITION OF A 3 FOOT SUMP BELOW THE PIPE INVERTS
8. WATERMAlN SHAll BE DUCTILE IRON ClASS 50 PER ANSI A21.5 AND
AWWA C151.
9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEL
STANDARD DRAWING 10-1l.
10. CONTRACTOR SHALL SU8MIT AS-BU1LT RIM AND INVERT
ELEVATIONS FOR STORM MANHOLE. 6 PER HAMILTON COUNTY
SURVEYOR'S OFFICE OUTLET PERMIT CONDrTK:>NS
2 UTILITY NOTES
SCALE: NONE
:r-./P;~;';~(''. >cc..__
t""';"":' ~:.~::~.
, llASfCOUllSENO~
4 CONCRETE PVMT.
SCAlE: NONE
~~E_.":::-- _:::':~::7n"
(2151ISV.)
r
COMP....CTED ....GGaEGAti
llASl:COUfiSl:NO 5.3
5 BITUMINOUS PVMT.
SCAlf: NONE
."""''''''.c,'''''."..,,'''
~..~E -- - --=- ---- HMAINIERt.'COlATE TYPEA
(2751fSY)
,.
., ~~~~~ti
6 HD BITUMINOUS PVMT.
SCAlE: NONE
8("""'''''''C''''''''''''''''
:E--- ~~_.
I COMPAC'EDA~TE
llASl COOIl:SfNO. M
tENSAA IXICOJ GEOQllDORAPPllOVEO
EQUAL;lNSTl\UlNI.CCClIllW<<:(WTH
MANlJ'....cTU~lr'SSPECIFCATIONS
7 ALT. HD BIT. PVMT.
SCALE:. NONE
N
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Revlslons
6 ~~o~7~G SUBMITTAL
6 i~:G SUBMITTAL
f:::.
f:::.
f:::.
f:::.
f:::.
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Scale
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~I
Checked By
Dafe
rRJ07 ~
Job No.
2006-27
Sheet No
Cl.l
--
COMB. CURB/WALK
.'"
..'"
1. All SPOT ELEVATIONS ARE CURB FlOWUNE.
UNLESS OTHORWISE NCTED (REfER TO SPOT
ELEVATlON lEGEND BELOW).
2. All CURB a GUTTER SHAll BE COMBINATION
CURB a GUIIER TVPl' U Pl'R CITY OF CARMel
STANDARDS.
2. AU REQUIRED Pl'R1METER AREAS SHAU BE
SODDED IMMEDIATELY FOUOWING THE
BACl<FllUNG OF CURBS.
..,,1
.iI'"
..""':,,,, ..'Iii
~
"
....
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....
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1\ \6.I//t~J'-'-~,,,,, I" I I I I I
I
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2
GRADING NOTES
SCALE: NONE
SPOT ELEV AnON LEGEND
9 - QIOUnd
c - concrete
tw -topotwcik
."" SPOT ELEV. LEGEND
3
SCAlE: NONE
.... ~'"""
OR C.B
PlAN
.. z.<1' ..
1 21llNGS MAlt I" MAX.
ADJUSTING RINGS
~
NOTE:
EXCAVATm AaEA TO
~ IEJETJB)AND
COMPAClB>
4 INLET
SCAlE: NONE
.;'
TOP Of
PAV[MEN
....
:"
":,-f>
5
BUMPER BLOCK
SCAlE: NONE
5" CONC. SLAB W/6x6
W1.4 x Wl.... W.W.F. ON
4- lAIN. STONE BASE
SITE GRADING PLAN
.t.t;l'
I" = 20'-0'
01020 40
r~'':1/
INDICATES LINE OF WALK
AT HANDICAPPED RAl,IIP
(1:12 l,IIAX. SLOPE)
,... CONT. TOP & BOT.
..;'\
~
r--
~
~
SITE GRADING PLAN
6
SCALE: 1"=-ID..fr'
SCALE: NONE
C'I
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~
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0< 8
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~I
Revisions
6 ~~D~7~G SUSMmAL
6 i~;;~~G SUSMmAL
/:::.
/:::.
/:::.
/:::.
/:::.
Drawn By
Checked By
Scale
N.T.S
Data
"'107/06
Job No.
2006-27
Sheet No.
Cl.2
f
l
!A1HS
;~ i!-k":Eflf:=GRAOE
HOlt: ..........'
I. SEE SIlT FENCE DETAil.
FOR WI. TERlAL SPEOFlCA nCNS.
2. SILT FDK.E SH.W... BE
PREASSEMSlfD BY SlJf'f'l..IER,
INlET PROlECllON - SILT FENCE
"'-, ro<a:
SIl r_~ ~ "'0 moct\Ifte prOdu~ "lIft_ 9J0te0.lile ot lOGS
pol~ropl'l- ~II 1M ph~kal prop<<lln "'"
AJlttak...tIIlIllwt"Ilz"~>>~tClnwiItl24.loll'o;tlr'l~
to ft,*- _ ~r1c: 01 ~f~t.
All tilt ~t ahcll be ~o;oWd ~1 tM ....pplitr. No De44 _"",bly
.1lIl>eoc:c.tH.-
FCIbrk;WWi~.._
Grall Stran;tft._~,...
,--
TrapuoidcllT_ Stmllllh
~5nn1Ut
IN RftiItonc-...._
............M...._....._4oz/s,d
........_.._....WOlII251bL
..............__._. w.p tlO IIC
........,501bt-
.,....:ZOO &m
.....) 70 ~
'3vIT)' Flow Rot.....~....
5edlrn.., hUnt/oft..
......,
...-................ ..m'i1Prn/~.ft
I,.
'''::::...~. . ,r'''*n 0"0.0
... I--L-I
GfQ"nd "'rfI;I~.
F~~P*'ShooJd-- SIlFence~S/Iculll
Ite Burled f a.I9 " ~ 6- II.. o--d
Ground Surface 5u<''''~"
SILT FENCE DETAIL
N1S
r"" .......
I.lDbllf.
"""'.....,..,
Lflllll_fDiInJl
"4
". '., -')~
"'"""-
w.1DULf'f'.
,r..
.<:D~c"-
~~lU
l(lm:
1. CCH:IlEIE 'IASIlOUT U(A SHAlL IlEtlSTN.Ull PRl~ TO ANY COOCIlET[ PtJ,C[J,(NTCWSllL
2. SIlJ$ Sw.L BE PlACm AT 'DE: camRVC10l DttIWKt AT M w.5HOUT AREA, AN)
EL5E'HJl( ASIlEtISlRTTOct.!M!.YlUlICAlE HlllCA1\W ClIHE coarn: WAStllT W 1tI
(ftRA'!MSOf ClJ<<:llE1tlRUQlSAJI)P\IIlP IlIG5
1 ltfCOtaEtE"'~TARfAS1AU.f[I(PAftDAt()ElI.AIllDlatC1ENlEIlOOTAS
IGISSMy TO IUolMTAIt CAPAQTl' FOIl 'lASTED c:tKmE.
4. AT1H[EMDCfawslllt.lClKIt.AU.COIttJlflE9WLB[IlEMO'I'EIlF1lIllMSl1[AIG)~
fE _, AN .wR~ ,,",Sit Silt
So -.0 MClItCIl(1E s'HllII AK 15 llD(N(D, MtIS'MllIDAIOQUU8ESEElON()
II..UtG at 0'IIEJftI5E STA8l.lZED N , .....1fD APPRlMD BY ltt[ lN5PECTtIt.
CONCRElE WASHOUT DETAIL
SMdbed Pr"eparatlon
snd,:,pp~~~eJo =.tho~ ~~_\~~~~ :::;b::nl: (~~vd~r per
1000 sq. ft. (opprcll'lmalely tOOO pound. per acre) tX fertlItz.e occordll\g to
test. Appllc.ot'lon of 150 ItIs. of ammonium nitrate on areas 10. 11\ llI'"ganlc
matt.. and fwtllly Ifill QrRtly enhance vegriot'" wowth.
WIleot orR,.
Wort the tertl1zer and lme Iftto the sel to a d~th of 2-3 InCMe
with Q harrow. dllli or rgk. opwa1~ acrou the slope as tn\Id1 CIS poAfbI..
"'"
Seedlnv
Selec.t a seed mldure based on projected ...se of the area (figure 5-2),
-nn. cOl'lSl~ bett S~9 dot... s.e flgun ,..3 tills stiNt. If tDler-
Qf1C'U In 0 prdJl.m. such as IICIlt tohn:Inee of sndJrJ9S adjlkent to .trweb
and h)gn..cys. ... flVure ~4 this sheet before ftI01 eelecUon.
-.--
F19ure 5-2: P<<m__..,t s..cI ""tuns
N....._
Sp~l"
s..cIlnQ Rat. Suitable pH
lbs/cu:,.. lbellooo
...It.
Sit, Sullabn~
.01'
Droughty Drained Wilt
........
........
_aM
t.-el and SIopilC~. 0I>>en Antol
.. Tal F.-cu. 35 .8 5.5-8.3
2. Tal Fnale 2S .. 5.5-8.3
Red ao.er-- . .12
3- kentuc:kJ Blu.-s 1. .. 5.5-7.5
Q'eeptnQ Red rescue .. ..
Steep Scnka (1M Cuts
4. Tal r.acue 15.4
tl:entuCky B1uegnsa 2~ .6
5, Tal fltKUe 35.8
Emerald Crownweteh" 10 .25
5.8-7.5
5.5-8.3
CONAGURA.1ION DEJAlL
SNOUT ou..WAJER-DEBRIS SEPARATOR
NOTES,
t. All. HOOD8 MD"J'lWtB FOR CATCH IlA8INSMDWATERQUAUTY STRUCTURE8 StW.l..
BE AS MAHUFMmIRED BY:
BEST MANAGEMENT PRODUCTB.INC.
53 Mr..MaiER RD.
LYUI!,CTOI37t
(1fIO)4J4.0277, (IBOloQW115 FAX
TOLL FREE: (IlIO) 5OMODI OR (181) 354-1.
WEBSIlE: ....~
OR"""""""'........
2. AU. HOODS SIoWJ. BE COHSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE
WITH 180 0El. COAT EXT'ERIOR FlNCSH WITH A MINMJM 0.125" LAMlNftTE THICKNESS.
S. ALL HOODS SHALL BE EQUIPPED WllH A WATERTIGHT ACCESS PORT, AMOUNTING
FlANGE, AND AN ANT1-8IPHON VENT AS DRAWN.. (SEE CONFIGURATION DETALJ
4. 1KE SIZE AND POSlT1ON OF tHE HOOD 8tW.l. BE DETaWINED BY OUTLET PIPE SIZE M
PER MAHUFACTURER'8 RECOMIIENDATIDH.
15. THEBOn'DIIOFnclHOOD!>>WJ.EXTeND DOWNWMDADlSTANCI! EQUAL TO 1121'HE
0lJTlET PIPE DIAMElER WITlf A M1NlMUM DISTMCE OF r FOR PIPES c12" LD.
e. THE AH11-8IPHON VENT 8tW..L EX1'END NJlNE HOOD BY MINIMUM OF r AND A
MAXIMUM OF M- ACCORDING TO S1RUCTURE CONFIGURAnON.
1. THE SURFACE OF THE 8l1WCTURE WHERE tHE HOOD 18 MOUHTED SHAll BE F1NI8HED
SMOOTH AND FREE OF LOOSE W\1ERW..
II. THE HOOD BtW.L BE SEalRELY AnACHED TO STfWCTURE WALL WITH 311' STAINLESS
STEEl. 8OI.TSANQ otL-RESmMT OASICET M SUPPUED BY MMlUfACTURER.lSEE
INSTALLATlON DETAIL)
t. INSTALLAl10N INSTRUCTlONS SHALL BE FURNJSHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLAnoN toT 8tW.L DCJ.JDe:
A. INSTALLATION INSTRUC110NS
B. PYC Nftl.8FHON VENT PfPE MD AIMPTER
C. OlL-<<ESISTAHT CRUSHED ca.L. FOAM GASKET WITH PM BAaCINO
D, WSTADG.ESSSTEELBOLTS
E. ANCHOR SHIELDS
us Patentfl6126817
II
~:"alr.:= =11:: ~ ~::c,Gt::"
Il_mulet\.
r-.;b' _~ dat.. may be eaUndM 5 da)-
h~ -.lint ~ II, see.
MUlO1lNG REWIRED WHEN AClUAl COND11Dtf5 HAMPER lH!:
ESTAIBUSHMENT t6' VEGAT"nvE QROUHD CavER.
NO'"
FlGURE 5-3
T...,.,.,.$ftodillp
La..,. and High Molntencmc. ArtoI
Iheat or R)e 3.15 k
Kind at s..d 1000 Sq. n.. Mn
1 II... Cower aed ,~ to
l1/r~
.. ~:~:YR::~ '" .. !l.8-7.5
'" ..
7. Ptrennbl R~oa '10 4.0 ,"o-1~
(Tori TlPo)
. Tdl f"eBCUe 170 4.0 ~.&-8.3
SIrilgOatJ
.....
N
.0
8---------
N
Amll1lll)lllll'QlI 1 II.
--..
~3 Ibo.
;) IlU. eo... -.d ,~ ..,
- Not -..-..y ~ muJch " apoIII'lI.
40 Itl.. C-... 1/4~4Rp.
- t - Preferred 2 - WIll lalcra~ .. Inocula .Ith .-=Iflr: Inoc:utont.
....
."
."
."': .
IOUOS """ ON
"""""
'."'"
.'
....",.
. . ...
: ~. .....
-..om....CIEP1H CJIl'''mFORc''~DIMl
OUTUIT. FORWT1ET8.eM- ,r, ~ -u.axDlMl
INSTAllATION DErAIL
omu
....""""~
.... .......--.
_TOIBOO1ItI
NCHOR WllleLl R.ANGE
.......'"
IIIITAU..&,.. .,..,
~
~
POSmQH HOCO aICtt ,*T
IIClTTl:* Fl.NGE. A
0lIITANCE~1,QClUTl.D
PI'l! DWIETER,....,)
Ja.OW'MS PIPE Ifl/ERT.
M1HU1lUMlJISTNaI'OR
I'FEIcU"IJl.llr.
.......
""""""'"
........""""
~~ -~~
..... ......
"""
--
..-ow...."""
HOOD SPECIRCATlON fOR
CATCH BASINS AND
WATER QUAUTY STRUCTURES
""""""'"
OIL. DEBRIS HOOD
SPECIACATlON AND
INSTAlLAnoN
ITfPlCAlJ
SCAlf
NONE
lJE""'/'I.
~y...cO>l<
GENERAL NOTES
STORMWATER POLLUTION
PREVENTION LEGEND
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHAlL BE MAINTAINED ON THE SITE AT AU TIMES
UNLESS OTHERWISE INDICATED. AU VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WIU BE CONSTRUCTED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NRCS
3 THE CONTRACTOR IS RESPONSIBlE FOR INSTAllATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION
AND SEDIMENTATION AS DETERMiNED BY THE COUNTY
THE CONTRACTOR SHAll PROVIDE EROSION CONTROL AS INDICATED ON THE PLANS AND REQUIRED BY THE CITY
THE CONTRACTOR SHAll BE RESPONSIBLE FOR EROSION CONTROL MEASURES &. RECORD KEEPING AS REQUIRED BY THE NPDES PERMIT fOR
THE SITE.
6 THE CONTRACTOR SHAll KEEP THE STREETS ClEAN OF DEBRIS AND PROVIDE SWEEPING OF THE SffiEET Ni REQUIRED BY THE CITY
7. IN AREAS WHERE WORK IS COMPLETE. PERMANENT STABILQATION SHAll OCCUR WITHIN 3 DAYS OF COMPLETION. AND IN AREAS WHERE
WORK HAS TEMPORARILY CEASED FOR 21 DAYS OR MORE. TEMPORARY STABILIZATION SHAll OCCUR BY THE 14th DAY AFTER WORK HAS
CEASED
6 STOCKPILES OF SOIL OR OTHER BUILDING MATERIAlS 10 REMAIN IN PLACE MORE THAN 3 DAYS SHAU BE FuRNISHED WITH EROSION AND
SEDIMENT CONTROL MEASURES (Ie. PERIMETER SILT FENCE). STOCKPILES TO REMAIN IN PLACE MORE THAN 30 DAYS OR MORE SHAll REC1EVE
TEMPORARY STABILIZATION
9 DURING DEWATERING OPERATIONS. WATER WIll BE PUMPED INTO SEDIMENT BASINS OR SILT TRAPS, DEWATERING DIRECTlY INTO FIElD TILES.
THE WETLAND. OR STORMY/ATER STRUCTURES 15 PROHIBITED.
10 SOil DISTURBANCE SHAU BE CONDUCTED IN SUCH A MANNER AS 10 MINIMIZE EROSION. SOil STABIlIZATION MEASURES SHAlL CONSIDER
THE TIME OF YEAR SITE CONDITIONS AND THE USE OF TEMPORARY OR PERMANENT MEASURES.
11 SOil EROSION AND SEDIMENT CONTROL FEATURES SHAll BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC
DISTURaANCE OF UPLAND AREAS
12 AREAS OR ENBANKMENTS HAVING SLOPES GREATER THAN OR EQUAl TO 3H: I V. AND APPROVED BY THE ENFORCEMENT OFFICER. SHAlL BE
STABILIZED WITH SOO. MAT OR BtANKET IN COMBINATION WITH SEEDING
13 AlL STORM SEWERS THAT ARE OR Wn.t BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED. BY AN APPROPRIATE SEDIMENT
CONTROl MEASURE.
14 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AfTER FINAL SITE STABIliZATION IS
ACHIEVED OR AFTER THE TEMPORARY MEASURES ME NO lONGER NEEDED
15 All TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE MAINTAINED AND REPAIRED Ni NEEDED. THE PROPERTY OWNER
SHAU BE UlTIMATELY RESPONSIBlE FOR MAINTENANCE AND REPAIR,
16 A STABILIZED MAT OF AGGREGRATE UNDERLAIN WITH FILTER CLOTH (OR OTHER APPROPRIATE MEASURE) SHAU BE LOCATED AT ANY POINT
WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PU81IC RIGHT-Of-WAY. STREET. AllEY OR PARKING
AREA. ANY SEDIMENT OR SOIL REACHING AN IMPROVED PUBUC RlGHT.Of.WAY. STREET. AlLEY OR PARKING AREA SHAlL BE REMOVED BY
SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONtROUED SEDIMENT DISPOSAl AREA
17 SOIL STOCKPILES SHAlL NOT BE LOCATED IN A FLOOD PRONE AREA OR A DESIGNATED BUFFER PROTECTING WATERS Of THE UNITED STATES
OR ISOI.ATfD WATERS OF LAKE COUNTY.
18 If DEWATERING SERVICES ARE USED. ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHAlL BE PROTECTED FROM EROSION
DISCHARGES SHAll BE ROUTED THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE (e.g. SfDlMENT TRAP. SEDIMENT BASIN. OR OTHER
APPROPRIATE MfASURE.
19 THE EROSION CONTROL MEASURES INDICATED ON THE PlANS ARE THE MINIMUM REQUIREMENTS, ADDITIONAL MEASURES MAY BE REQUIRED.
AS DIRECTED BY THE ENGINEER OR GOVERNING AGENCY.
"
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SILT BOX INLET Pl101fCTION
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ENTIlANCE
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^ PLANNING SUBMITTAl
L.J. 00107 ~
^ PLANNING SUBMITTAL
L.J. 11/03/~
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Job No.
2006-27
Sheet NOe 1 .3
STORMWA TER POLLUTION PREVENTION PLAN INDEX
11.1 PIaI\ In_ ProvIdId &.low
~ ~~ ~ ~~~=- and av..u I, pnMded MParohIy.
: =t=~~)Ict~Cl~oted on Sheet Cl.D
AS L.oc:atIDn of oIJ lob and ~ .. mpro.;.m.nb:: s.. ShMb C1.' to C1.J.
~ ~tJ.ig~ ~.tlt quality =::n::7D.
AI Specific polnte ...... d:orm..... diIchcwp wit Ieawe the aIte: C1.2
11.10 Location of all "anda. ..... . wat.. con and od)lcent to &It<< C1.3
11.11 R~ Walen:: CROCIKED CREEk
11.12 klentmcotJon of pohnUal cII8chargeI to ~ None.
~;: =-~~= ~tbt~~I=':-::" O:::t~C~3.=m 1oca"::'U any.
deWnUon l,stem proYkIH by P101nfWd Common. Phnt IV
10 ,.. PN-ConWuctlon Pedr. Dbchar'ge (ToW) _ CU7 CfS
10 yeot ~ Construction ... Dlacharp (Total) . 10. n CF'S
11.1& AcIjocerlt =-= IJM ~~~ Pollution PnvenUon Pion - ShMt C1.3 for more information):
South: FUtuRE
_ ElQSllNC
Welt: EXISlINC COMMERCIAL
All LocCItIona and approximate boundarteI o' aD dIIb1rbed cnaa: Set Sheet, C1..3 for location..
A17 ldentlftcatlon of IldBtttg vevetotJw c:o--= EXJSlING SllE STRIPPED FOR IIIASS GRADING.
0418 So" Map Inclulftt9 deecrlptlanl and limitations: Set Iheet C1.4 for 1011I map, ~tlon and Ilmltatlona
11.18 LocaUon.. elze and dlmenakJn, of pfQpOHcl stonnwoter I,.ttma: See Sheet C1.1 for pn:lpOIJId storm ..... IYllt...
1.20 L.ocotian.. siZe cw\d dm..aklnl of any proposed off-elte GOftltructJon actMtiea CIIOG/ated with tIlla projlct None.
1.21 :==: ::";~::'~~:'a::: ~ I:~ ::~T5P::~Is=~ ~;-~ Inlets
Stockp'" shall 1M lmmedlotel)' IOOded and MCUred wtth sOt fence.
~ ~~S' s.;..C1~ ~~~ =-=J..~.=..._
91 DncrIptlon 0' pollutanta sourcn ossoelcJted wtth thl conttructlon aetMtIn: Sit and Hdlment from
exposed .... muSch. Wlhlcular IIOUrcn Il.ICh 01 leaktno fuel or aD, brake fluid. Iwdce ut. trash. debrb.
bJoloOltal aventl ground " troIh. ~ hert)tddn,. pntIcIdn. odd rain. lime dust and concrete washoul
e!r~f A'~~ quality lmpIementotlon reIotlye to land disturbance cxtJvltles:
,. :;::: ~;~ ~~~~~= ~=:,,:c~~~a ~-ac:;;:;~ ch~~e
2. A lit fInce ~ be In.taIIed at the ... of tht projsct .... ..... ltwe Is potential for any storrnwcIW runo".
Potential cnas en IdwaUfted baed on .Istlng topooroPh)' In th. cnas aICW'IQ the pertrMt<<' of sit.. Mare
epeclncaay. a aUt fence shall b. ~"aIIed aIonQ the IOUthIm and MItem boundar')' of the .tte as Ihown on plans.
3. Inlet protection shall 1M pIol:sd at the curb Inlet north of the .ite. on the occ:ea rood.
4. A con.trucUon entrance sholl be placed per the plan k)catIon.
S. Eatabfllh con.tructIon staging area for lIqU~t and vehlclM as far from detention pond. and ewaI.. as possible.
6. Eatablbh onllle location for own.../operator/contrcetor plocement of approved planl and Rute 5 NOI and RuM 5
r~~~':: ~taUon.
1. Onc. tItOIIon Gnd udJment control measures are In ploca. begin land deortnt followed lmmH\atel)' b)' rough 'P'od1ng.
Do not leowe larp enol unprotected for 01 that 15 do,. 01 men wll be ltabllud (-.ded. mulched. etc.)
Imm_.
2. =-~ o~ ~~~ grade and Ned pond banka. landscape berm.. common cnas md ..01..
3. Upon COI'flJIMUon 01 moM vrodlng. In.ton underground utllUea. ,.,. Stann ..... en constructed. Instoll In'-t
protection measures.
4. Upon compa.tk)n of ut81t)' InstaPotlon and Inlet protKtion, ptOCeecI with parking lot conl1ructlon.
5. Onc. pawernent aid curb. en In p8oce, 1n.ta11 lnI.t udftl....t baIT.....
s. ~~ Inlet protecUan Is In place. final grade all cnaa. and NtoII J*'MMI'It ~ per LandKape Plan L-l II:
83 Stable construcUan entranee ktcatIon(.) ond spedftcationa. s.. Stormwat.- Pollution Prwtntlon Plan Sheets C1.3
B4 ~~m=-C1;;. ':..cr~ en,,=*s=t~p::~tion Plan SMet C1.3 for tocatlon.
of Mdlmsnt control rneaeures and Sheet C1.3 for construction detail and spec:1ftcotJon..
B5 SedIment control measures for concentrated flow cnaa: Set Storrnwater Pollution Prnentlon Plan Sheet: C1.3 for
locatlonl of IeC&nent control rneaIUf'eI and Sheet Cl.3 for constntctlon detalll and sp.cUlcatk>>nL
Be Storm..... Inlet protection mecJRra. location. and speclftcotlons; See Stormwoler Pollution PrwenUon Plan
Sheets C1.3 for Iocatklnl of Intel protection mlOlurel and $hett C1.3 for conltruCtlon detaU. and sptclftcatlon..
87 RwIoff contral rneosuntI: See Stonmrater Pollution Prwtntlon Plan Shlet C1.3 fOl Iocatlont of runoff control
meGllll'ft and Sheet C1.3 for conltructlon detaiII and t:pecffIccrtlon..
B8 Stormwater' outset protection IpeClftcationc Nons required.
B9 Grode ltabll1zGUon structure location. and apeclllcotlons: None f"IIqUlrwd.
810 ="ofdlrn~~r~a;~= =~C,~3-r: c'=~ '::~ ~-:"'~I~~' for
811 ~3"'~:~":P-=- ...~:'at~ m:: a:r~~~,;c::n':u:=n:aII~:d
Ill-I.
812 Permanent aurfoce ltobllzGtlon speetfJcatlona: See Stormwater Pollution Prewnttan P1~ Sheet C1.3 for Iototlon. af
permanent surface stClbllzotlon mlGllll'llS and Sheet Cl.3 for construction detal. and speclflcattons, and landaape
813 =r~-~..:n~'Ond aplD prevention plan:
-
11'1. IntMlUon of thll Spill PrewnUon, Control and CounWrm...,... (SPCC) II to atoblllh th. proc:Mlure. and
equlprn..t required to prevent the discharge of 01 and hazardous IUbltancn ~ ~antltles thot mtote appllcabt.
water qudlty .tmw:IardI. CQUM a Ihesn upon 01 dllcolGrotlon of th. lUl'foc, of ncwIgGble WGt.-s or adPlnIn9
dloretlnn.. or cause 1IIu. or emulsion to b. depOllted benllOth th. .urfoc. of the water or odjcmlng dlcnlln...
The Plan also ~ tM oeUvltJe. required to mitigate sucta disctlarp. (L... count.nneaaurn) ....ould they
~
G91ft~=~ "':~=I~)'.;::n:. Inv:l. ~~~ ~...~!~=:n~-:i ::~ d:i::t..,
and 01 mind wtth was_ other tfMln dredged soD.
--
Includn but II not limited to. an)' 'PUling. leaking. pumplno. pouring emitting. or ~rnJltng.
NnWMhta Wat_
Ysans all wcrtwa of 1M United States thot are connected wlttl a novIgabl. ttreorn, lake 01" IIeQ. [Note: Thll
definition It USUlaII)' Interpreted to mean CI'I)' wDlt..at.. (.... nannoll)' G'y wOIh or ttorm .....) that eventuoll)'
dralnt Into a navigable etream]
P1l11ft RMIMw tmd Amendrn_u
Thill P1an shall be revIfted and/OI emended, If necessary. wh........ th... IS a change In the deslgn of the
.Ite. conatrvctJon, operation, or malntMance which moteriall)' oHects the site', potenUal for the dIIdIarg. of
regulated matertal.
PnIcfIr.:t~ ftf Pftt_tkll ~mlll'
k =H=~:::r=~~lICe
3. PoIId11e SplI Sources (dLrmg and post conllnlctJon): Vehicular tourcn such DI IeGkIn9 fuet or oU. brake
fluid. grease, antifreeze: constrvctlon trash and debrI.. biologICal agents found In trash and cIebrtI. fertIIlZen,
.... =~~:~butN~llmlted to ctearmg agents. chemical.. paint. herbicides and peetlcldee.
AtMt P.......lIMllrMl ftw c:r.ll..
,. An)' personnet obseMng 0 'PII wll 1mrnedIGteI)' Inst... the foUowlng procedln:
a.) D~Ing-O. from m)' tefeptIone.
..) NoUfy 1M _ _y_.
2. lb. ~~: :: =:-noth:.,::~ ::n:. leovs the Ipll zon..
b.) Notify the Indlana Deportment of Environmental ManogerMnt, 0ffIee of
Ernervencl Respon.. b)' caDht tlM apf)rQprlats teIephon. nutr'Ibw:
Office 371-233-7745
Toa Frw 800-233-n45
Also, the NatIonol Respon.. Cent.. at 800-424-8802 and provkte
the following Inforrnotlon:
- TIme of obsenaUon of the spta
- L.ocaUon of the IpII
- IdenUt)' of material tpIIed
- ~ IOWa of th. spll
: =-o~ ~:~~
- Present and anticipated rnovwnont of the .11
- Weather eondItkIna
- Personnel at the sc.....
- Action initiated b)' personnel
c.) Notify the CIty of ~Wd FIre Department Phone 8-1-1
el) Hotlfy the elly of PlGtnfted Polk:. Department Phone: 9-1-1
e.) NotIfy waste recovery contractor, maintenance personnel 01 other contractual personnel as
neceAOry for cteanup.
f.) ~= CW'ld monitor dlanup untl thI lltuatIon ha. been .tabUIztd GI'Id all qlllls hoV'I Men
"-11ft ~ Cooperate with the lDEM-oER on procedures and reports Invol_ with the event.
1. The own.. shaa ~ contIn&raD)' kept Informed. maintain nats of qualtfled contractors and CMIiIaIM Voc- Tl'UCb,
tank Purnpel'l and 0""'" equipment reodll)' accnabll for dean up operations. In GddItJon, a contlnuall)'
updated lISt of ovaIIable absorbent rnaterioI. and dean up *,"1.. should b. bpt on .....
.....
N
-b
8
N
~ :...~ anci~ ~ c::w ~ techn:::.:: r.;t"':::f :f~~~~": the
information on the ~Uon of 'P" and / 01 neeesIIGI')' alWatlon. to thll plan.
3. When -=.::= "'::lanca:= ~ ~:-the an,::~ ~ the cDIeharge of 1M Itfe
4. :::.\:t mateMls, whklh ore ueed ~ cteanlno up 'PBed mcrt.-IaI.. wll be ~ of an a mQnMr ujlct to
the ~ of the IndkInG Department of Enodroftmentol ~l
5. ~.:~ with water wll not be permitted 10 GIthclrized b)' the indiana o.portment of
814 MonllclrtnO and malntenonc. 9'1deIIna for pollution prewnUon rneasana:
S,tMW AdIa DtIM YftIftt_ R_,~t.
1. InIpeet I1raw baM daml after each etorm ....t aM promptlJ' l'IrnOW and sediment .,.... to IMtn adequate
storage wWrM for the ,...t raft, takft9 care not to uncllrnm. the entrenched boSn.
2. Inspect ~ for dlwtorGUon or damagI from conlltructlon actMUeI and repair tmrnedlotely.
3. After the contrlMltlnQ drain. area has been It'tGWlIud, ~ 011 Itrw baIee and INldIrnent deposb. brtn9 the
d1aturbed cno to QrOdI and .tabllU It.
!at r_ YftIftt_ rhwtt*-"t.
i ~~ ~t:: ~I~ :: :;':'o::c'-om.. IneffectlYe repIoc. the affected portion
1m..........
3. Remo\Ie deposited udlrnent when It NOCh.. holf the height of the fWQ at It'. Ioonat pmt 01 ts cousIno the
fabric to bulgs.
4. Take ccn to CMIId undennInln9 the fence dumt cIeanout.
~ After the contrIHItln9 drainage area has been .tabllzecl, remow the fence and aedlrnent depOllll. brIn9 the
dIaturbed aNa to 9fQde ~d .tabll&e It.
TemDftI'III'V s.wom_t Tnm Lt8IrItlllrldftel!l RIKIlIIrwm_t.
1. anspoct Wnporory eedment tropa oft... eoch storm swnt and lrnfnecIateI)' ropaF an)' ~ and plpln9 holes.
2. Remove .......t when It has accurnuSotM to or..-half the ... depth.
3. Replace spho)' grovel focln9 when doggK
4. Inspect -..getatICIn and re-.... If neceaary.
5. Qlect the spllhray depth pertodlcally to Insure 0 minimum of 1.5 It. depth from the townt point of the ..w.ct
embankment to highest potnt of the splln)' ~t and fill any low cnaII to maintain deshd e11hGtion.
~: :r=:7 ~ an;':'~ .:,.~= ==. ~a; =~\:... ~ ~~.::o:o.: ~to ~ wlth
odjmlng areas and stabUlz. It.
SIIIndbDIII o..h Inhtt A...m- Malftt_ ~In"ft..'lt.
,. Inepect frequently for damage b)' vehlcu1cr trafftc and repair If MCeUGr)'.
~ Inspect after each storm event.
3. RMIOW aecllrnenL without ftushJnv, when It reoches hove the height of tht ban1er.
4. DeposIt remoVild MdIrnInt whWl It wm not enter .torm ..... droJn..
BStlId IIInd ~ t:UI'h IftIat Pmlhldlftn ""lnt__ R-.aIrMft_hl
1. Aft... each .torm event remow the Mdlrnent and reploce the grovel, replace the poteatle fabric If used.
~ ~)' rwno\Ie sediment and tracked-on d fram the .v.t, without fIulhlng, to redItctI the McIlrnent load on
the curb InSet protection..
3. Inspect peI1odIcalJ)' for darn. and repair. Keep grat.. free of deb,.,
4. After the contrlbu~ drain. area hat been stabllzecI, remove the grawI, wire mesh, geoteatl. fabr1c and
Mdlment deposltt and c&ap0l. of them pnlpIrt)'.
FI'ftlIJtIftn r.-..tml RIfH'lIr..t I~Urfnr.;A AnftllAd\ Unlnt_r... R..ftulrNftenh
1. Durtnv wegstathe "tabllahment. IMpect ofter each .torm ewnt for an)' erosion below h War*et.
2. :..;~ ::ai:1.:i'" WOlIton, pull back that portion of the blanket co.....lng It, raNd the cno ond relay and
3. After ~ ..tabIlshment cMck the treated cno pwtodlr:d1y.
TlltmfttlrnrV r..rmMI r.ftl'llltnH'tiftn Fn~r.A Unlftt__r.. Rlltftlllnom_t.
1. Inspect entronc:e pod and udlrnent db:posd oreG lrMIdy and aftIr stcrm ....ts or heavy use.
2. Rnhap. os needed for drainage and NnOff control.
3. Top dreu with cIeon .tone os needed.
4. IrnmedJatsl)' rwrncwe mud and ndlrnent tracked or washed onto dreett b)' brvshln9 or IWeIIp#1O. flushing shoukt
!s. :':0:- an~~ n::ter~c:~)'~ent trop or basin.
815 Eto:tton and udJment control .-=Iftcatlon:t for IndIwIduoI buldlng Iota: s.. Sh..t C1.3 for CGnltrvcUon detal. and
~I for eroaton and aedlrMnt control on Indlvlcl.lal buDding Iota.
C1 ~~f~V:~ '::.c.. sou:: ~ 1.,": :'orT=' ~ :e ::t,~'::~:~ -=.::
RIbblw ::::rt:,t.. road fPIt, Ialts and IGndI. conllnlctkln trash and debris, fwtllzen. houMhold ttem. Inc~g but
~~:m':' wOS: =ar: :~~m=~peI-="Irn:r::~~" to)'l. cIothlnlJ, and
C2 SIquence clelcr'ltlng .tormWGter quoIIt, meaure IrnptementaUon:
1. Inspect and maintain 011 .-oston control "**"' as detaled In the Stormwattr Pollution Prevention IiIeGllunII
Ir.taIntenGncti RequIrements beglnMuj 1rnrnodkrtIlI)' after installation and continuing until vegetatkln tMla been
1II"'ftClentl)' established and all construction activit)' It comptste.
2. RerrlOWI all InclMduol lnJ.t protection and .trow baIs dcm. .nt fencn etc.. only aft.. uedInt and IlUfftclent
vegetative growth h.,. been established In each areo to 0 point where sedlment/poIhItants will not enter the
lalca(s) ar .torm ...... .ystem.
3. It. recommended that an)' prapoMd ..Uand cnoa and ptantlngt (If an)') b. conltrvcted/pIaced after final
~~ ~ 'IIIgetatWe growth hDl been ..tabllshed to a point where eeclknenVpolIutants wID not enter
4. lnepectkln and maIrltenance of all common cnot and Infraltlucll.. Improvements Is the responaibilly of th.
owner/dweIoper or h1s design.. unU Improwrnents art accepted for malntsnanc. b)' homeowners anoclatlon or
local apndeL
5. inspection and maintenance of IndMduoI lob Is ths rupondJllt)' of the home bu..... 01 his designM unto the
home owner bu)'S and thereby acceptl ,...,on-'bllty for the ndIvIduaI lot.
CJ DncrtptJon of propoeed post construction .tonmrater quality measures: Ct.3
C4 LocatIon, dlmen.lon.. spedflcatlons, and con.tructlon detah of stormwater qudJt)' meosurn: See Stonnwater
PoIutlon Preventkln Plan Sheets C1.3 for Iocatkln. of permanent .tonnwat.. <<PIllt)' meawrH and Meet Cl.3 for
con.tructlon detoh and speclftcaUon..
CS Oncr1pUon of molntenance QIIIdelIn.. for proposed nt.. quallt)' measures:
ADDITIONAL STORMWA TER POLLUTION PREVENTION
MEASURES
VEHICLE & EOUIPMENT MAINTENANCE
DeIlertbUon dnat ~
Prevent or reduce the contamination of ltormwater ruulUng from Nhkte and equipment malntenonc. b)' rvnnlnv 0
-dry clean Ift.-. The best option would be to perform malntenanc. oeUvlt... at an off site facJ1t)'. If this optkln
II not avaIable, then work ahCMoiId b. performed In designated GI'ealI onl)'. while providing cover for moter1al. stored
01.1..... ctaeclW\g for Ieab and spBl.. and containing ond cleaning up IpIUs mmedIateIy.
Sulttlbl. ..._Ih::tdlnnlll
1hae ptOCedurea en ",ltabIe on all construction projects where an on.ib yard O"OG II nsc.....)' for .toroge and
malntencmc. of heovy equipment and wehldM.
UIIlIllIIIIloI.
On.... 'IItIJde and ~t molntenance should onl)' be used wh<<e It II mproctIcGI to send equipment and
whlc... off .... for motn"'anc. and repair. SendIng W1hkkls/equlprnsnt offslt. IhouIcI be done In con)mctlon
with a Stabllztd ConItNc:tion Entranc./Exlt. outdoor WlhIckt and equlpfMnt malnten~ It a potentlall)'
significant source of .tonnwot.. pollution. AcUvltlsI; that con contarnNte stormwallr IncIudl ___ ~ and
MrvIce, changing or replacement of ftulds, and outdoor equipment .torage and portmg (engine Ih.lld leah).
--
If maintenance must occur onstle, use dnIgnoted oreat, located away from draIncroe courses. DecDcGted
mGtntenanc. areas thouId be protected from stormwot.. runon and rvnoff. and should be locGted ot least !SO ft.
from down.tnarn drainage facllUes and waten:ourue.
DrIp pan. or absorbent pods dloukI be used dumg whicl. and equipment maintenance work that Inwlvea ftukh,
una... the malnt.enlWtce work II performed ower an Imp.-meoble IUrface In 0 decncoted maintenance area.
Place a ItocIc pl. of .pll deanup material. where It wBl b. reodI)' ateeSIIbIe.
All fueling lrucU and tu.fJng areal ere ....1r8d to heM IpBJ kits md/OI use other spll protection deW:es.
U.. ab..n.,t material. on smoII *pilL RemOft the absorbent materiats promptl)' and d1apoee of properl)'.
Inaped on.tte 'fIIIhidH and equlpmlnt dGII)' at .tart up for I..... (WId repcU' ImrnedIately.
Keep _Id.. and equipment dean, do not allow aceaIw buld-up of 01 and ......
Segregate and recyde wast... ~ as greou. used for 00 or 01 fiI..... ontlfrtlze. eteanlng solution., autornotiYe
battertn. h)1ClrGlRc and b'msmlsllon fluids. Provide secondor')' containment and covers for these moter1cU If
atorwd OIIl1te.
Tro1n ernpIo,... and aubcontroctore In pn:lpeI' fueling and clean up proceduree.
NoDla UMd In vehlde and ..~t "'II.-.v should b. equipped with an automatic thutoff to control drfpa.
Fueling operatlona should not be "It unotllnded.
Feden:II, atote, and !oed ~ts should be obser\oed for an)' stotIonGl")' above ground lloraQe tanks.
1.._tlftft_ilLlnlnt_I"A
Vllhlclres and equipment should be Inspected eoch do)' of UN for leakL Leak. thouSd b. ...,.. ImmedIotel)' or
prabtem vehlcln or equipment should b. I'WnO\Ied fram the projlct site.
Keep ample IIIIJlpIIH of Ipll dlGnup material. on.lt..
ImmedJoteIy ~ up spll. and properI)' dlIpoae of contaminated 101 and cIIonup mcrWIcIIL
SOUD WASTE MANAGEMENT
n.-mtlMo ""at PI~
Solid waste mcmovem..t procedurn: and practices ere desJgMd to prheflt or ~ \hi dlschGf91 of pollutants
to ttorrnwator from eoIllI 01" construcUon waste b)' PRMd1n9 dealgnoted WGIte collection areas and contolnen:,
arranging for ....... dlapOlGl, and tralnln9 .,..0)'HI and _contractors.
c;",It..hl...AftnlIMrlil'ln1ll
'this lIMP is eultabI. for construction lit.. where the foUownt wcates .... generated ar .tored:
Solid waste pnerated from trees and sNubl removed durtn9 land cI8ar1no. demoIIUon of exbtftg Itrvctura
(rvbbIe). and bulclk'lg Conltrvction.
.........---...................
Strop 01 ..,..,. buld1ng motertala including acrop metal.. rubber, plGsUc. gIoa plec.. and rnaonry.
DornestIc ...tea ~ food eontainen IIICh as be'4WDgO cona. eoffM cup.. pap.- bags, plastic wrappers, and
"'"<rot....
Construction _tee Indudlng brIcIc. mortar, timber, .teeI QI'Id metal scrapa. pipe and elsctr1cal cuttings.
nonhaZardoue ......,.t parte, stryofoom and other matsriata esnd traneport and pockogI constrvctlon rnatwtalL
--
The foIloodtg .up. wll help keep 0 deon alte and relble .tormwater' poGutlon:
Select designated waite collection ..... on lite.
Inform tratt-bau~g contractoR that )'OU wll accept onl)' wotwUght dumplten for on"" UN.
In:tpec:t ~ for .... and npaIr any d&6npIter that II not woterUghL
ProWde an ~ number of contalnere with 11cI. or CoYM'I that oan b. placed ower th. con~ to keep rain
out 01 to "..,.t loa of __ when It Is .!My. ~
Plan for additional canta5nen and mare frequent pk:lwp dur1nt the demofttJon phase of constructian.
Collect lite trash daly,. npedGJ)' during rain)' and .md)' conditione.
RIft'IlM thII lOUd wate promptly abet woekIn ond sediment control ..... tn to caDect utter.
Ir.Iab aure thot tolIle Dqukt wastes (used oh, sol",,'" and points) and ch....lc. (odds, p..tIctdea. oddItNes.
curfn9 compoundt) !We not d1Ipoeed of In dumpS.... desIgnOted for construction deb"..
the .... .oufJng contractor.
.- -......
-... ..... troIh f'OCIq, and
. ot .. )ft. ..... workers
dI...... d placed ~ watertight
........ I'll publk:, or oth....
"'- 11~"or
...."" ~b~:: ::r-~
.-
......,u; I needed.
,.......
the u.. of ,*",-, a... 01 oth..
~ dhtersIon etruct:ur. or through .... 11M of m-... to ~ waste fnm .... eurfaceL
SolId waal. storage ~ IhouId b. tocoted at IeaIIt 50 It. from drainage foc:IitIn and wotercaursn ond shauld not
be 10CGted In aAaa prane to f100dbg or pondlng.
IrI-tlMoftftd.......t_""
==- ~~Ittloc~t'-~ ::; ::)',lnln= ~;ototh:.;;;,,::.:::d:..G! =enedta~t-: ""I.
IRIpIet: lIMP'. IUbjllet to non-.tormWGter cEIschcIrge daII)' whle non-.tonnwatw cIIxhargin occur.
In.-ct construcUon waste Gr'IOI regularly.
Arronge for f'I9*a' waste collection.
CONCRETE WASHOUT
lhI foIowln9 stepl wtJ help reduce ltarmwot:.. pollution from concret. waItea:
D1:Icua the concrete manogement teehnlqua deacrf)ed In: thl. BMP (lUdl os honcllng af concrete waste and
WGIhout) with the reody-rnD; concrete aappIIer bsfore any delhertea ore "'*
Incorporate ......lrements for conerete woat. manopment Into motenal euppDer and IIIbc:antroctor avreernent&.
:=: ~.::.. ma=teu::~cower~.from dralnage areas.
Perform washout of concrete truc" offelte 01" In dnlgnated areas only.
Do not wothout concnte trueb Into Ilonn drain.. open cfttcha, meets, or Itream..
Do not oIIow aceII concnle ta be cUnped antlte, excIpt In dnIgnated areoa.
F'OI onIIte washout:
- t.oeote WCIIhout area at IeaIt !SO ft. from storm dr'aN, open dltchea, or water bodies.
- ::::~; 'i:i~':'" c.:':o.w:a:r.~ltructlng 0 ternpol'D')' pit ar bermed area
- Wastl out wasta Into the temporary pll where concnte can sel be broken lip. ond then
-.,",""y.
- A"*' cnatin9 runoff b)' dralnng wat.. to a bermed 01" IewI area when washing concrat.
to lW'tMMI fine partIcIet and .xpoa the oggrevate.
- Do not wash neeplnge from exposed aggregate concnte Into the .treet 01" .torm drain.
CoDec:t and retum n..1np to agvngate base Itoc:IcpIll or ~ In th. trash.
DrWA TERING AND PUMPING OPERA nONS
DMr.rtntlftft _at PurbftM
Dewat<<tng C19erat1on. en proctlcn that rnancJ9I ths dllc:hGf91 of pollutants when non-stormwa'" and accumulGted
Cat~~~~. removed from a work locatton so that construction wort! mcI)' b. accomplished.
The prodlcn en Implemented for dllc:harges 01 non-stormwatsr from con.trvcUon sI.... Non-.tormwaten Include,
but are not limited to, groundwater, water from cofferdom.. water dlvenlon.. and wert... used during construction
activities that rnun be remoM from Q wortc area. ProctIcM ldentlfhd In this eoctlon en lIDo appropriah for
Irnplsmentotlon wet.. managing the remowd of accUl'nll1ated preclpltotlon (Itormwater) from deprened area! at Q
eonstrvcUon site.
UIIlIllIIIIloI.
Site conditions wll dk:tote design ~d use of dewOter1n9 operaUon.. The controls dlse&.t1Md In thl. beat
t::t""'~= ':':1;:.en~t:"':Orul1::n~r:t~-:..1n 0:":' e::..ronl:ona::' ':U::1mal settling
Dewat.-tng operation. wID require, and InUIt comply with, applicable local permlb.
--
D_?idllcharves must not COlI.. .rosion at th. dIIcharve point. A verI.t)' of methods con be used to v.ot
water dIwoterlng operations. Several devices en pnunted below and provide optklna to ochls. sediment
removal. sb:. of parllcl.. present In the sediment and Permit or recslvlng 1JCIt.. Ilmltafions on tedlment ore
ke)' consldwoUona for Mlectlng Mdment treatment optJon(')j In some caus, th. u.. of multiple liNe.. ma)' b.
-.........
SEDIMENT BASIN
--
:~ ~on 1s':~to~W:I~C:~ n:=,:;c:, ~~..~~ ~~ontOldlachorglng.
5odIrn.nt basins ore 9*"en:dI)' Iarpr than SedIment Traps.
~,:,. ~~:. of vrovet, sond, slit, som. m.taIs thot ..UIe out with the sediment, and trash.
-
ExclWatlon and construction of related focUIUea ts required.
Temporary tedlment basins must hi fenced If safet)' Is a concern.
outlet protectkln Is required to prevent eroaIon at the outfdl IocGtIon.
--
Maintenance Is ,..Ired for 8afet)' fenc.lno. vegetation, embankment, Inlet and outfall structure.. as will as other
..........
Removal of ~t Is required when the storag. volume Is reduced b)' one-half.
SEDIMENT TRAP
-
A eedlment trap III 0 temponry basin formed b)' hCcrvatlon and/OI con.tructlon of an earthen embankment ocrou 0
={ ~~ :~~':a:~~ ~t'B:.n~ and aIIoIr eecIIment to settle out before cflscharg1ng.
~.1ooDI1cdtIen-=
Effect..... for th. rerno'o'Ol of large and mecllum t1zed partlcl.. (sand and vaveI) and some metat. that settle out
with the sediment.
lmol8ftM!r'lttdkln'
Exeovatkln and ConltruCtlon of reloted focllt_ ta required.
Trap Inlets shoukt be located to rnoxIrnlze the trovel distance to the trap outlel
U.. rock or vegetation to protect the trap outleb ogalnst erosion.
~
Maintenance Is requJrecI for vegetation, ernbonkrnent, Inlet and outfall structures, as nil as other featurn.
Rornovol of sediment I. required when the .torog. volume Is reltolced b)' one-third.
GRAVITY BAG FILTER
--
A gravlt)' bog filer, also referred to as a dewot.mv bag IS 0 square or rectangular bat mode of non-woV'Wl
~ ~~~~ sand. sit, and fML
EffKthe for the rernovaI of llIdIrnenb (grawI, .ond, and aIIt). Some metal. are rsrnoYecI with the ........t.
IrMlhotn-.tftliftn..
Wate' Is pumped Into on. akIe of the bog and 1Hp. through the bottom and sides of the bog.
A secondary b<<rter, such os Q rodt IDler bed or strow/ha)' bal. barrier. Is p10eed beneath and be)'Ofld the ~ of
the bag to capture secSlmenb that escape the bog.
-
Inspection of the flow condlUons, boa condition, bog copoc:lty,. and the seeondory bGn1er Is required.
Replace the bog when It no longer ftlters Mdment or ponn water at 0 reasonabl. rate. 11'Ie bog Is dIspoaed of
otblto.
FLOOD & SOILS MAP
SCALE: NONE
Br - Brookston ~Ity cloy loom. 5011 Desc~ptlon end Chorocterlstlcs:
The main soli teatures that adVersely affect engineering uses of this SOIl ore a seasonal
high water table. high potential frost ac~on. moderate shrink-swell potential end
moderate permeability. This soli has severe IImlta~ons for building sites. The site needs
to be artificially drained and protected from flooding. Dwellings with basements
should not be constructed on this soil. This soli has severe limitations for local roads
and streets because of seasonal high water table and high poten~al trost oc~on. The
base mate~aI for roods and streets should be replaced or strengthened with suitable
material.
CrA - Crosby slit loom. 5011 Desc~ptlon and Choracterls~c:
The main soli features that adVersely affect engineering uses of this soli are a seasonal
high water table. high potential frost ac~on. moderate shrink-swell poten~al and
moderate permeability. This soli has severe limitations for building ~tes. The ~te needs
to be artificially drained to prevent wetness from becoming 0 problem. Dwellings
w~h basements should not be constructed on this soli. This soli has severe IIm~atlons
for local roods and streets because of seasonal high water table and high poten~al
frost action. The base material for roods end streets should be replaced or
strengthened with suitable mate~al.
Recommendations and methods to overcome SOli limitations:
Umltatlons for local roods. streets and dwellings because of seasonal high water table
and high poten~al frost action can be overcome by the use of curb underdralns.
sub-base sfrengthenlng. or lime stabilization. Swales which sever the surface drainage
can also help. High water tables can be overcome with respect to basement
construction with the use of pe~meter founda~on drains and sump pumps. Refer to
the site condl~on drawings and details for specific Information related to the
proposed Infrastructure Improvements on this site.
SOILS DESCRIPTION & CHARACTERISTICS
__118__
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Q. By the end of t!'le neri bUsi'less cbJ falDwing n:tl rcnfdI thet eteeeb oS
I). A mInmlm or tI'lf (1) O'r.t per ...
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Checked By
Oat.
09/07/06
Job No.
2006-27
Sheef No.
Cl.4
19 n 0 om?
i! hn:tiDnolf
orrrvlchocl?
'rlCGtiont1'
.iltJlht~ ~!
"'____1I11E""_'__
Identify the prablsn bf l'U'7'ber r1Ad/or ~de additional eqmotillll In needed.
~RtpffteIlt&itiwlD1tQded,~aftddlrte:
Centradill'" RepraentatiII cantaded. I'IlIIN Gl'lCI dalt:
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nolI:
TYPICAL SANITARY SEWER SPECIFICATIONS TO
BE USED FOR PRIVATE SEWER DEVELOPMENT
WITHIN CLAY TOWNSHIP REGIONAL WASTE
DISTRICT REVISED 09-01-2006
1. standad speclflcatlons of the Dlstrtct and Indiana Department of TrcnsportatIonsh:Jll qJpIv foJ all work
and materials. Pipe shall be Installed In accordcnce wtth Section 715.
2. SanItary sewer pipe shall be PVC In accordance with ASTM D-3034 (S,OR. 35) ald ASTM 2321. PVC pipe
sholl have grooved bell and gasket. The plpe shall be made of PVC plastic toling a eel classlncatlon of
124548.
11. All sanitary sewer lines upon completion wJU be required to pass 0 low pressue cir test. SaId test stdI be
conducted acco,dlng to ASTM 1417-92, and shall be witnessed bV an Engineer a1d a representative of
the District. The testtng shall be In accordance wtth Table 1. Add 0.5 psIg for eoch foot of water cbove
the sewer line being tested.
12. Deflection tests shall be performed on all ftexlble' pipe after the IInci t:xJCkfIIJ has been In place at least
30 days. No pipe shall exceed a vertical deflectIon of 5% deftectlon test resUts. ("The following ao
considered non.f1exlble pipes: cOI"\Cfete pipe, ductile Iron pipe, end cast Iron pipe). The detlection test
shall be performed with a n1ne-polnt mondrel. Proving rings sI"dI be CJoIdk:bIe.
13. All mandrel testing shall be observed bV a professional englneet represantattve for certification ond a
topresentattve of the DIstrIct.
3. PVC sewer fittings shall conform to the requirements of ASTM 0-3034-a9speclftcatlon. Flttlngs h sizes
ttyough 8" shall be molded In one piece with elastom&!'lc Joints cn::I mInIrnlm socket depths as spectfted
In sections 6.2 and 7.3.2. FIttings 1rr and larger shall be molded or fctxIcated In occordalce wtth section
7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fttt1ngs std be SDR26 as
defined In section 7.4.1 of specifications. Gaskets for elastomerlc joints st"laI be molded wtth 0 mHmum
crosssectk>nal area of 0.20 square Inches and conform to ASTM F-477 speclflcotlon. FIt'tInQs shall be
manufactured by Harco or eqt.d.
4. All san/tay manholes sholl be precast concrete manholes In accordooce with ASTM C-476 cn1 Section
7'1JJ, O-rings shall conform to C.443. Kent Seal or equivalent shall also be ~ to dl)olnn and between
riser rlngs and castings, Manhole step spacing shall be no more than 16-lrches, Manoles shdI be air
tested for leakage In accordance with ASTM Cl244-93. standad Test Method for Concrete Sewer
Manholes by the Negative Air PreSSlJ'e (Vcx:lUTl) Test,
14. The ends of laterals ore to be plugged tight with a braced plastic dsc or cq:> capable of wtthstcrdlng a
low pressure alr test without 1ea<<Jge.
15. Bedding for flexible pipe sholl be NO.8 crushed stone from 6-Inches below the pipe to 12-lnches above
the pipe. Bedding for rigid pipe shall be No.6 crushed stone from lHnches below the pipe to the spring
Une of the pipe ald from this point to 12-lnches above. Manholes shall be placed on no less thcrllHnches
of No.6 crushed stone bedding.
16. Wafer and sewer line crossings and separations shaU be In accordance with 327 lAC 3-&9,
17. Trench shall be opened sufficlently ahead of pipe laying to reveal obstru:::tIon cn1 shdI be properly
protected andlor barricaded when left lrlattended.
A. Installation and operation of vaclA.m equipment and Indicating devices must be In occordcrlCe
with manufactureNl recommendations and performance specifications wHch have been provided
by the manufactuer and accepted by the Engineer, The vacuum 6Qlipment murt be cq>able of
testing the entire ma1hole. Including the casttng aid riser rlngs.
B. WIth the vacuum tester set In place: 1, Connect the vacU\JTl pump to the outlet port 'WIth the valve
open. 2. Draw avaculln often (10) Inches of Hg. aid close the vd:ve,
18. No water shall be permitted to flow Into the sanltay sewer system dt..rIng construction, Conttactor shall
utilize q pump to keep the water level below the pipe. Pump dischage shdI be directed to q storm outlet In
accordance with state and federollaws and regu\qflons (327 lAC 3-6-20). Arty pipe entering existing sewers
shall be plugged with screw type mechanical. braced plug until such t1me as all tests on the sewers have
been completed and the lines have passed dI pt.n:h lists.
19. All sewer laterals Installed by the malnllne Contractor shall be bedded the sane as the man line sewer.
20. Forty-elght (48) hours notice sholl be given to the Dlstrlct prior to the stat of sewer construction. Also. 48
hours notice sholl be given prlor to doing any testing on the sewer.
C, Accepted standards for leakage will be established from the elapsed time for a negattve pressl.fe
change from ten (10) Inches to nine (9) Inches of mercury. The maxlmt.m dIoW<Dle 1ed<<:Jge rate tor
a tour (4) foot dlametet' manhole must be In accordalce with the following:
Minimum Elapsed Tine for a
Manhole Depth Pressure Change of 1 Inch Hg
10 feet or less 60 seconds
> 10 feet but <15 feet 75 seconds
> 15 feet but <25 feet 9Oseconds
For manholes five (5) feet In dlometer. odd a1 addlt\onci fifteen (15)
seconds and for manholes six (6) feet In diamat&!'. acid CI1 cx:IdltIonaI
thirty (30) seconds to the time requirements for feu (4) foot diameter
manholes. For all manholes deeper than twenty-five (25) feet. the
Englnee, will determIne the appllcci::lle mnImum e~ Mme.
21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or eqld) and be
self-sealing type. The costIng flange shall be 34 Inches and the clear operVng ~I be 24lnches. Waterproof
castings shall be Neenah R.1916-f1 and stamped SANITARV SEWER.
22. The minimum slope for sewer acceptance by the Clay Township Ragland Waste D1strlct ae: SZe of Pipe
Minimum Constructed Slope 6-Inch 0.40% 10-Inch 0.26% 12-lnch 0.22% I5-Inch 0.15% 18-lnch 0.12%
D. If the manhole foils the test. nec9SSQf)' rspalls must be made and the \laClUTl test and repairs must
be repeated unt11 the manhole passes the test.
E. If manhole Joint sealants are pulled out durlng the vacuum test, the manhole must be disassembled
and the Jotnt sealants replaced.
F. Manholes wilt be subject to vlsuallnspectlon with all vIsud ~ being repaired.
5. Butyl rubber coating shall be applied around each manhole Joint from 6-Inches above to 6-lnches below
each Joint. The appropriate primer shall be applied prior to applying the rl.t:t:ler coating. inside joints to
be filled with precoot plug materld.
6, The manhole chimneys. Including all riser rings shall be sealed using Infl.shleld Uriband or q::>proved equcj.
Prior to placement. the top 4-lnches of the manhole cone and casttng frClTle shall be cleaned and
prlmed. The Unlband shall extend from 3-1nches below the top ot the cone section to 2-1nches over the
flange of the manhole casting frcme.
7, The casting elevations are sat by plan. However. the castIngs are to be C1CijI.sted In the field by the
Engineers representative should a discrepancy occur between pial grcx:le and exlst1ng grade. New
moohole ring and cover shail be Installed to establish gracle. Maxlrm.rn height of adjusting rings shaU be
12-lnches.
23. The Contractor shall provide m9OSU'ements of the slope of the sew&!' for each IT'lOI"tloIe section as
construction progresses. Such measurements shall be certified by a RegIstered land 9.Jrveyor or Engineer
and be available on-slte for observation by the District's Inspector, No more than ttYee I'OOI"tloIe sections
can be constructed In advance of such meostrements.
24. In the event the Contractor does not meet the mlnlmlJTl slopes. the sewer section and a1Y other
affected sewer sections shall be reconstructed to meet such mlnlmlJTl slopes.
25. laterals are to be traced with a minimum size of 14 gouge wire from the W'(8 to the terminus. The
conttoctOf for the building or home will extend the wire from this terminus to the building clecnout adjacent
to the bulldlng.
TABU I
3ONL\n.1M SI'ECIPIED TIIrIE Zl!QtJJam fOR. A l.OlI'iI
DllOJ"RlI.SlZI!AND Lr.NGnt OFPO'[:: r'NDICATI!O
r AIlLE ,
6. Backfill around all structures and all cuts under paved areas wIth graUa material. TrerK::hes opening
within 5-feet at paved roadways shall be backfilled with granoo- material In occordcrlCe wtth Sec110n
211. Backfill under sidewalks shall be granular. l.I'lIess the walks are constructed a mlrWrn.m of 6 months
after backfill has been h place.
9. The Contractor shall be responsible far verIfying that all state Iighways, city. CI1d C01J'lty permits have
been obtained by the developer prior to start of construction.
10. The Contractor shall be required to furnish the developer's Engineer 'WIth a set of prlnts. maked In red
pencil. showIng actual sewer location and Invert, to Include latera location. depth ale! length. Such
asbultt prlnts must be received by the Engineer before the final contract payment ca'I be authorized. The
sarVtorV sewer laterals and stubs termination shall be Indicated on the su1ace with a metal fence post
set immediately above the said termlncrt10n point.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SPECIFICATIONS
SCALE: NONE
NOTE. CQQE1E _ /Ill CAS1Il1O lIWL IE
IISTMUD SO lIIAT H'f' DO NOT
lXIfJACT nE: LATERAl. .. I.AlERAL CI#.
tIEIWI R-111t-H. 0\ EAST .rIlDAH V-lI01-1
nt SEIER CN c:AS'II4G
FINISH GRADE
SLOPE AWAY
~ -......-.....
\:!I ~ ..
IllASHIELD "UNlIlAND.~.; ....
BUTYl. RU88EIl VolTH .
PLASTIC WRAP COVER
PRECAST CONCRElE AD.lJSTlNG RING
DOUBlE ROW Of KDlT SEAl..
MANHOLE STEPS PER SPECS
INTERIDR .DNlS AND un HOI.ES
SHALL BE SEALED .,lH NON-SHRINK
CROUT PER SPECS.
SET BARRa. JOINTS WITH RUBBER TYPE GASKET
EQUAL 10 ASlY C-443 AND ON DOUBLE ROW OF
]i- KENT SEAL OR SINGLE ROW OF ,. KENT SEAl
MANHOLE RElNF. PER AS,.. SPECS
CASnNO SHALl. BE ElnfER SELF-SEAUNG OR WAlEAlIGHT.
(SEE PUN .. PR<lfILE SHEETS FOR CASTtIC T'll'E). UDS
SHALL. BE STAMPED -SANlTARV SEWER- AND HAW CLOSED
PICkHOlES. FRAME SHALL BE SET ON DOUBLE ROW OF' 1/
KENT SEAL.. OR SINGLE ROW OF ,. KENT SEAl. (SEE
MANHOLE CASllNO
""""IlIlDICOICllElE
......mPOl\9lT
!OllH1 EX1lIIl m
lIIlIS1IIIlD EAR1K. (tWtDSI:APE SlIFACl'S /II) AU. 0lIEII DlSTALLAlDCS
.......1ItI[fI[!Of_l
NOre.....,. ~ Of 11€ _.... Ml. aLIIW1S
MElOllEe-.35GASlCElEDPFEAU.C1ENIl1Tf111'NGS
N1E1tl8[SDR2I
MANHOLE TO PIPE CONNEC1)QfrI BOOTS.
INCLUDING LATERALS. SHALL BE DURA SEAL. UI
OR APPROVED EQUAL PRESS-SEAL..
KOR-N-SEAL AND OTHER F\EXIBl.E BOOTS
SHAll. NOT BE USED IN MAHHOLES WITH PIPE
INVERT DfPnfS OF 14 n. OR GREATER.
6R WIN. COUPAClED IS STONE
SPRAYED B1lUMIHOUS COAliNG OVER ENTIRE
EXTIRIOR SURFACE
48'-0.
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY MANHOLE
SCAlE: NONE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
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aT ANDARD PLAN
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SCALE: NONE
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Job No.
2006-27
Sheet No.
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STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
tDhWQla IlOf TO IJC.\Lll
HAMILTON
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.~~~~ - flAG ALL GUY ~RES.
-n WI rr:~ jl __ .'___ 2R X 2" X 6' HARDWOOD STAKES (2) PER TREE
l't -.1.1.. ---.- . PERPENDICULAR TO PREVAILING WINDS IN UNDISTURBED SOIL
i,~ _.ll-----.---- MULCH, SEE PL"NllNG NOTES
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CONSTRUCT EARTH SAUCER WITH ..R HIGH BERI.!.
FLOOD WITH WATER TWICE DURING FIRST 24 HOURS.
-- TOP OF ROOT BALL TO BE 1- TO J8 HIGHER THAN
SURROUNDING GRADE. CUT TWINE AND PUll BURLAP
BACK ON TOP 1/3 OF ROOT BAll.
BREAK SOIL WITH PICK AXE.
BACKFIll WITH PREPARED TOPSOIL: SEE PLANTING NOTES,
PROVIDE COMMERCIAL FERTlUZER, APPLY PER MANUFACTURER'S
DIRECTIONS PLACE BACKFlLl IN B- LAYERS. WATER EACH
LAYER UNTIL SEffiED. 00 NOT TAMP DOWN.
. ROOT BALL TO SIT ON UNDISTURBED SOIL WITH REMAINDER
OF HOLE TO BE EXCAVATED AN ADOlTlONAL 6 INCHES,
CONTRACTOR SHALL EXCAVATE PIT WAllS VERTICAllY
AND 12- WIDER (ALL SIDES) 'THAN THE DIAMETER Of" THE
ROOT BALL.
- SELfCTIva Y PRUNE AU BROl<EN OR OAt.lACto BRANCHES
. IN SUCH A WANNER AS TO MAINTAIN THE NATURAL fORM
Of THE TREE.
_____ PROVIDE 6' HARDWOOD STAKE INSTAlLED IN UNOISTURBED
SOIL. FACE TOP Of sTAKE INTO PREVAiliNG WIND.
ATTACH WITH ElASTIC OR POLYETHYLENE WOVEN GUYS
- MULCH, SEE PLANTING NOTES.
__ CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM.
flOOD WITH WATER TWICE DURING FIRST 24 HOURS
- TOP Of ROOT BAlL TO BE 1" TO J- HIGHER THAN
SURROUNDING GRADE. CUT TWINE AND PULL BURLAP
BACK ON TOP 1/J OF ROOT BALL
-~, BREAK SOIL WITH PICK AXE.
BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES.
PROVlOE COMMERCIAL FERTIUZER, APPLY PER MANUFACTIJRER'S
DIRECTIONS PlACE BACKfiLL IN e" LAYERS. WATER EACH
LAYER UNTIL SETTLED, 00 NOT TAMP DOWN.
ROOT BALL TO SIT ON UNDISTURBED SOIL WITH REMAINDER
Of HOLE TO BE ExCAVI\TEO I\N ADDITIONAL 6 INCHES.
- CONTR....CTOR SHALL EXCAVATE PIT WAL1.S VERTIC ALL Y
AND 12- WIDER (....LL SlOES) THAN THE DIAMETER OF THE
ROOT BALL
PLANTING NOTES
A. THE LANDSCAPE CONTRACTOR SHALL GUAR....NTEE ALL PLANTS INSTALLED fOR ONE FULL YEAR fROM
DATE Of ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ....UVE AND AT A VIGOROUS RATE OF
GROWTH AT THE ENO Of THE QJARAN1'EE PERIOD.
B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRAOE. GENERAL SITE
CONDlnONS, VERIFY ELEvAllON5, UTILITY LOCATIONS, IRRlGAllON, APPRO"YE TOPSOIL PROVIDED BY
GENERAL CONTRACTOR AND OBSERVf THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. HE
SHALL NOTIFY GENERAL CONTRACTOR Of ANY UNSATISfACTORY CONDITIONS AND waPI< SHALL NOT
PROCEED UNTIL SUCH CONDiTIONS HAVE BEEN CORRECltD AND ARE ....CCEPTABLE TO THE LANDSCAPE
CONTRACTOR.
C. If THE LANDSCAPE CONTRACTOR OBSERVES ANY DEfiCIENCIES IN THE PLANT SELECTIONS, SOIL
CONDIl1ONS OR AN'!' OTHER CONDIl10N WHICH IAIGHT NEGATIVELY AFFECT PLANT ESTA8uSHMENT,
SURVIVAL OR GUARANTEE. HE SHALL NOllFY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE
PRIOR TO PROCURE~ENT AND/OR INSTALLATION,
O. PLANT MATERIAL SHALL CONfORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO THEQUAUTY
STANDARDS OF 'AMERICAN STANDARD fOR NURSERY STOCK', By THE A~ERIC""N ASSOCIATION Of
NURSER'!'MEN, ....NSI Z60.1-1966. ALL PLANTS SHAll EOUAL OR EXCEED THE MEASUREMENTS "NO SIZES
SPECifIED IN THE SCHEDULE.
SUBSnTUllONS SHALL BE PERMITTtD WITH NOTlflCAllON AND WRITTrN APPROVAL fROL1 LANDSCAPE
ARCHITECT OR OWNERS REPRESENTATIVE. SUBSllTUTED MATERIAL SHAlL BE THE NEAREST EQUIVALENT
SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME ESSENTIAL CHARACTtRISl1CS WTH AN EQUITABLE
ADJUSTMENT IN WHOLESALE PRICE.
If THE LANDSCAPE CON'fRACTOR OBSERVES ANY DEfiCIENCIES IN THE SITE CONDITIONS OR WHICH COULD
NEGATIVELY AFFECT PLANT ESTABUSHMENT, SURVIVAL OR GUARANTEE, NOTIFy THE OWNERS
REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION.
LANDSCAPE CONTRACTOR IS RESPONSIBLE fOR SOIL PREPARATION AS DESCRIBED IN NoTES G-J
G. SOIL TESTS SHALL BE PERfORIoIED IN LAWN AND PLANTING BED AREAS WHEN 101,1" TERIAL IS IN QUESTION.
SOILS TEST: OBTAIN FROM A CERTIfiED TESTING LABORATORY, AN ....NALYSlS Of THE EXISTING SOIL fOR
NITROGEN, PHOSPHORUS. POTASSIUM, SOLUBLE SALT CONTENT, MICRO NUTRIENTS. ORGANIC MATTER
CONTENT AND PH VALUE.
H. TOPSOIL TO BE USED SHALL HAVE THE fOLlOWING CHARACTERISTICS, FERTILE, fRIABLE, NATURAL TOPSOIL
Of LOAMY CHARAC1!R, WITHOUT ADMIXTURE Of SUBSOil MATERIAL. OBTAINED FROM WELL-DR....INED
ARABLE SITE, REASONABLY FREE mOM CLAY, LUMPS, COARSE SANDS. STONES 1 INCH AND LARGER,
PLANTS, GRASS, I\ffOS. ROOTS, STICKS, AND OTHER fOREIGIII MATERIALS. TOPSOIL SHAll CONfORM TO
ASTM 05266 WITH A PH RANGE OF 5.5 TO 7, AND A MIN. 4 PERCENT ORGANIC MATERIAL
IN AREAS OF INDIGENOUS HEAVY CLAY SOILS.... PERCOlATlON TEST SHAll BE PERfORMED. SOIL DRAINAGE
....MENDMENTS ANO/OR DRAINAGE STRUCTURES SHALL BE INST....LLED IN PLANTING BEDS ANP 'fREE PITS AS
RECOMIIIENDED BY THE SOILS PERCOL.... TlON TEST REPORT.
ALL PLANTING BEDS TO RECEIVE 6. MIN. OF PREPARED BACK fiLL MIX. ALL INDIVIDUAllY PLANTED TREES
AND SHRUBS TO BE BACK fiLlED WITH PREPARED BACK fiLL MIX. PREPARED BACKfilL MiXTURES SHALL
BE MIXED ON SITE, CONSISTING Of ONE PART TOPSOIL. ONE PART SOIL AMENDMENT, AND ONE PART SOIL
FROM EXCAVATION. THE LANDSCAPE CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL
AMENDMENT ADDITIVES AS RECOMMENDED BY THE SOIL TEST AND COMPLY WITH REGULATORY AGENCIES
fOR FERTlUZER, AMENDMENT ,.t,ND HERBICIDE COMPOSITlON
All PLANTING BED EDGES TO BE SMOOTH fLOWING ARCS. em>:; TO BE lAID OUT AND APPROVED BY
LANDSCAPE ARCHITECT OR OWNERS REP-RE>:;ENTATlVE PRIOR TO PLANTING.
BED EDGE SHALL BE SMOOTH, CONSISTENT, HAND TRENCHED 3. TO 4" INCHES DEEP, AND -V. SHAP[O
All EXCAVATED MATERIAL SHALL BE REMOVED fROM THE BED EDGE AND PLANTING BED.
l.1. CONTR....CTOR TO SUGHTlY fIELD ADJUST PLANT LOCATIONS AS NECESSARy TO AVOID UTlUTlE5. fiNISHED
PLANTING BEDS SHALL BE GRADED TO PROVIDE POSlTlve: DRAINAGE AWAY fROM BUILDING(S).
N. PARKING lOT TREES SHAll HAVE.... CLEAR CANOP'!' DISTANCE Of 6' MINIMUM fROM P"\r1NG.
O. TREES SHALL BE PLACED.... MINIMUM Of :r fROM SIDEW....LKS, CURBS OR fIRE HYORANTS.
P. PLANTINGS AT THE END Of PARKING SP....CES SHALL BE SET BACK" MINIMUM OF J' fROM FACE Of
CURB
Q. PLANnNGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR COMMERCIAL
TREE/SHRUB FERTlUZER. RATE PER MANUfACTURES INSTRUCTIONS. fERTlUZER TO I,1IXED MTH BACK fiLL
PREVIOUSLY DESCRIBED. ITRTlllZER TABLETS ARE NOT ACCEPTABLE.
PLANTING BEDS SHAll BE COVEREO WITH PRE-EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIF1ED
RATE UNLESS OTHERWISE NOTED.
All PLANTING BEDS SHALL BE COVERED WITH MESH W(ED BARRIER. IMPERVIOUS PLASTIC IS NOT
ACCEPTA8LE.
T. MULCH SPECIfiED PLANTING BEDS WITH DISEASE AND PEST fREE MULCH Of UNIFORM COLOR WITH AN
AVERAGE APPUED THICKNESS OF 2- TO r. IT SHALL BE FREE Of TWIGS, LEAVES OR OTHER MATERIAL
UNSIGHTLY OR INJURIOUS TO PLANTS. SEE LANDSCAPE PLAN.
U SEED OR SOD ALL AREAS, WITHIN CONTRACT lII.1ITS. NOT COVERED 8'!' PAVING, BUILDINGS OR PLANTlNG
BEDS UNLESS OTHERWISE NOTED. SODDING SHAll NOT BEGIN UNTIL ARE.... HAS RECEIVED A FINISHED
GRACE
LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE Of ALL LANDSCAPE AREAS (EXISTING OR
PROPOSED) UNTIL SITE TURNOvER
WAN'!' .TEM OR AREAS DAMAGED DURING CONSTRUCTlON SHALL BE REPAIRED OR REPL....CED TO ITS
ORIGINAL CONDITION ....T THE CONTRACTORS EXPENSE.
LANDSCAPING TO COMPLY WITH All APPLICABLE CITY/LOCAL REGULATIONS
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DECIDUOUS TREE PLANTING
SCALE: NONE
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..----___________________L___
EVERGREEN TREE PLANTING
SCALE: NONE
BUILDING WALL-.- _
lr1ULCH, SEE -~- .
PL....NTlNG NOTE.
SPADE DUG .V.
EARTH EDGE 3" TO
4" DEEP, J" TO ."
"DE
MAINTENANCE NOTES
TURf MAINTENANCE
..... STANDARD WEEKLY OCCURRENCE - SHAll BE ExECUTED 38 TlI,1ES DURING THE ACTIVE GROWlNG SEASON
AND 4 TllotES IN THE DORM....NT SEASON. MECHANICAL WORK MA'!' BE DElETED IN THE DORMANT SEASON IF
NOT NEEDED.
B. REMOV....L AND DISPOSAL Of ALL TRASH AND DEBRIS FROM LANDSCAPED AREAS PRIOR TO COMMENCEMENT
Of MOWING, TRIMMING, AND MECHANICAl EDGING.
C. MECHANICAllY EDGE ALL WALJ(S, CURBS. AND BEDDED AREAS.
D. AIR SVI[EP ALL WALKS, CURBS. AND HARD SURF"ACED AREAS TO THE TURf PRIOR TO BAGGING Of GRASS
CLIPPINGS AND MINOR DEBRIS: CIGARETTE BUTTS, ETC
E MOW ALL TURf AREAS TO A HEIGHT THAT WILL SUSTAIN A HE....LTHY AND VIGOROUS APPEARANCE TO THE
SITE AND REGION SPECIfiC; BAG ....LL GRASS CUPPINGS AND MINOR DEBRIS.
APPLY A POST EMERGENT HERBICIDE SUCH AS "ROUND-Up. TO ALL BEDDED AREAS ....ND PAVEME.NT
AREAS TO CONTROL ANY WEEDS.
G. AIR SWEEP ANY ~ES1CU"'l DEBRIS AfTER MOWING.
H. REMOVE All LEAf" MATTER fROM TURf ....ND LANDSCAPED AREAS DURING EACH AUTUMN VISIT.
TURf CHEMICAL APPUCA nONS
A. SPRING - EXECUTE A PRE-EIoIERGENT CHEMICAL AND F!RTIUZER APPUCATlON TO All TURf AREAS THAT
SHALL BE SITE AND REGION SPECifIC TO PROMOTE A HEAL THY AND V1GORQlJS APPEARANCE
B. OBTAIN AND EVALUATE A PH ANALYSIS TO DETERMINE THE CORRECT APPUCATlONS Of FERTlUZER, UME,
ETe.. AND COORDINATE WITH THE RED ROBIN'S GENERAL MANAGER AT THE STORE LEVEL TO PERfORM
ANY NECESSARY CORE-AERATION, OVER-SEEDING AND PH CORRECTIONS. THIS PORTION SHAll BE
ExECUTED IN A TIME fRAME THAT IS CONDUCIVE TO THE SITE AND REGION SPECIfiC. THIS SPECIfiC
PORTION SH....ll BE COST PlUS TO THE MAINTENANCE CONTRACT AMOUNT.
C. fALL - APPLY 3 APPUCAnONS Of LAWN fERTlUZER TO PROMOTE .... VIGOROUS AND HEALTHY
APPEARANCE THAT 'S SITE ....ND REGION SPECIfiC.
D. APPLY THE: APPROPRIATE POST-EMERGENT BROADlE....F WEED CONTROL IN THE TURf AREAS TO MANAGE
ANY BROADLEAf-T'l'PE WEEDS THAT MAY HAVE PROUFE;R....TED WHEN EXCESSIVE SUt.1MER HE....T PROHIBITED
THE APPLICATIONS OF POST-EMERGENT WEED CONTROl.
PLIl.Nl MATERIALS
PRIOR iO MLIL(J-tI!JG. ALL OEBR!S Aric. LEAF MArTER SHALL EE KEMOvED FF:CM EEODED AREA';, AND
O:;:.PQS[IJ OF. ALL TPEE RinGS 4tiCi BEOOED AREAS 5HALL BE [(,(.ED Pi'I'-:)P r,j MI.IL(rm,(.. A
PRE-EMEPGEI,l nFE wEEE. C0rHPOL AND FERTILIZER :"HALL BE ,"F-PUED T'J ALL 8LD[)tD _AREA~ ~R,(l;;'
TO MULCHlrl'> THAT IS Si~E AND PE(,I;)rl <'PECIFIC
PLA,li ~~ATERIAL SI-'ALL BE PRurlED .. TIMES FER 'EA~ 13 );Jf';I;:G q'.~A.,~TIVE GPUI'MI(, S[45011
/lU PLArH MATERIAL SHALL 6E (AR[\) FROM
ALL f[STICIL",E APFU(A,Tl0NS $I"ALL SE MA[IE
MA~IMIZE THE EFfECT~ OF THE '",EMI( AL Tn
MA_'.IMIZE THE U'NCEPl OF IPM
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~PLANT MATERIAL SH....LL NOT I
I ' ~~T:l~~~~t~~frRTO I
~~I'.. -' ' !NSTALLATlON EACH PLANT I
"'.' ".- .:.'~ I . SHALL BE PRUNED fOR
'T':\( _.('..0:.. UNIfORMITY. I
L:~,__\~~ ~~~V~~RL~pAND l
1- \'~~/1: 1/J Of ROOT BALL, !
0.- ,- MULCH SEE PLANTING .
NOTES.
SCARifY SlOES
BEfORE PL....NTlNG.
+--'+'-1
+ ,x: + X+X.~tX-t-X +--t--r-
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SECllON
....LL PLASTlC CONTAINERS BEfORE INSTAllATION.
fOUNDATION BY'--
OTHERS
PlAN
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-'- MULCH, SEE PLANTlNG NOTES. APPLY MULCH
BEfORE INSTALUNG GROUND COVER OR PERENNI....LS
BACl<fILL WITH
PREPARED TOPSOIL.
SEE PLANTING NOTES.
TOPSOIL MiXTURE
TAMPED fiRM TO
PREVENT SETTlEMENT.
WEED MESH WITH --_ _
PRE-EMERGENT
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AT PRODUCT
SPECIfiED RATE
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COVER AREA
PRE-EMERGENT
NOT USED
L1 1 03 SHRUB PLANTING
. - SCAlL: NONE
L1 1 04 GROUND COVER PLANTING
I . - SCALE: NONE
._....L......____________________________.
! L1 1 05 PLANTING BED
. - SCAlL: NONE
----___._______J___~____..____..___
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SOD/SEEDING NOTES
~lrE PREPARATIO:I
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BY Tf;[ I~ANUF,l.cn;REJ,
~;;O SHALL BE LAlu F-tr.FALLEL T(' THE ,-(,,~T0vS.:, N:[, :.",-,'IL,- '-lAVE STA(.(.[;;-[u J,)IIHS e.n
.;"LVP[S ,~REATER THA:~ :, I (.p I~l [JFAIIIA(.t' :'"WALE". O:.}C SHALL fiE STAI<EU
APPU :"TAPTER FERT1U:ER I\] TIIJ[ )r' -;G[iD:~IG AT RATE RE(::JM~lDlDED 8', M/ltlUFA(['JR[P
cmnRAC,OR is f'ESP8HS:E'_E r:,lF T.,;;: 'CllTiAl WATERlrlG
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A AFPLY 5,ARTf.R FERTILIZER AT TIME ,)!' ~EE~lIiG AT "IAT[ :;E,l)I,~...rli:"j~D E'! ~IANUFAI~TuRER
C')IHRACTOR IS I'ESPC'W;;!8~E =-01'< THE ~::TtAl WATERn:"
STRIlW ~L1U:f.j "HAll BE n:o, in PLACE \V'Th A'5PHIlLT EMULSIc;r: A!'lPL:EL> 4T A INl R_A..E (,F
60
GAL / iC,~j ,)F MULl~;j
If H(ORO~[EOltIG IS 1)'.".[0 Alj[, htE ~E[['. fERTiLIZER AN[) W-'lCh ARE MI'Ll'. To-t[r WILL BE
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MULCH F(,I'< h,OR(':,[ED:rll', :,HALL BE 'N,-,,~{, ~ELLUU:,::;[ FitiEh' MIjL,~h...F'PUE[' AT A P"TE Of
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1660 N. North.e" Hlo"way. Suite .00
Park IldO_, Ultnoll 6Q061a 1463
T 147-291-6900 F 147.291,6966
RED ROBIN GOURMET BURGERS
WEST CARMEL MARKETPLACE
N. MICHIGAN RD. & 99TH STREET, CARMEL, IN 46032
LIGHTING SITE PLAN
PLANNING SUBMITTAL: 09/07/06
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{~~(.l gg~~~~~~CHCOlONVRED
EXTERIOR PAINT FIN&!:
(EP-i ) I SHERWIN WIUlAMS.&N 6122. CAtvElBACK
-----. I SOURCE: eoo.321-8194
EXTERIOR PAINT FINL<;H:
<~~~.) , ~u~I~=~1~&N2914.VERM1WAN
!~~j ;~~~~~~~~:~~6124.CARDBOARD
SOURCE: 800-321-8194
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ALUMINUM STOREFRONT SYSTEM:
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<.....:.09/07/06
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I PARAPETWALlCOPtNG:
, - ~ I SMOOTH RADIUS ROOF EDGING;
,~.~l/ I' PREFINISHED TO MATCH SHERWINWlLliAtv1S
COLOR .SW6122, CAMElBACK
, Ec=2. I I ~~~~: ~~~~~~~ MATCH SHEfMllNWIWAMS
,-' I COlOR 'SN6122. CAMEIIlACK
~~RAPET WAll COPING:
'tc~'! I PREFINISHEDTOMATCHSHERWINWILUAMS
- t COlOR'&N6122.CAMElBACK
,-_, I PARAPET WAll COPING:
.EC-4j I PRHIN5HEDTOMATCHSHERWINWILllAMS.SN2914.
-.-. ~MlllIAN~_~___
(/-- I PARAPET WAll COPING:
~,C::.:5.) ! PREFINISHED TO MATCH lei DULUX I:i!l5CORlX)VAN
5 EXTERIOR FINISH SCHEDULE
1 GC RES10NSBLE FOR fABRICATION OF (2) A'.Q'x4'.{7' TEST PANELS FOR APPUCATION
OF HF.S. FINISHES 6: E.I.F.S, PRORL.E:S,
THESE PANELS SHAll BE MAD!: AVAlLASl.! FOR REVEW 6:APPROVAl. BY
RED ROBIN GOURMET BURGERS PROJECT MANAGER PRIOR TO APPUCATION
TO BUILDING fACADE, fAlWRE TO SECURE SUCH APPROVAL MAY
NECESSTATE CORRECTIVE ACTION BYG,C. AT HIS OWN EXPENSl:.
2 fOOTING DESIGN IS SHOWN ON THE srRUCTURAL OWG5. THE CONTRACTOR
SHOUlD COORDINATE THE STRUCTURAL AND CIVIL DRAWlNGSANQ THE
SOILS RE~T AND NOTIFY THE AACHTECT Of ANY DISCREPANCIES
3 AllSIGNAGE ANDA~SHOWN ARE PROPOSED 9ZES ANO LOCATIONS
EXACT SIZE. TYPE. lOCATION AND NUMBER Of SGNS AND AWNiNGSSHOUlD
BE ACCEPTABlE TO THE OWNER AND 9-lOULD MEET AllAPPUCAaLE CODES
AND REGUlATIONS.
lOCATkJN a SZE OF SGNAGE TO BE FIELD Ce)(llU:XNATED wnH SIGN
CONTRACTOR FOR EXTENT OF E,l.f.S. TRM DETAIlS.
A E.I.F,S. ACCENT BANDS a HORIZONTAL MUWONS MUST UNE UP
REFER TO 1/A2.1 a 1/A3,OfOR STOREfRONT I); Uf.S DIMENSIONS
RESPECTIVELY.
5 AU EXPOSED ununrs ON EXTERIOR OF BUIlDING ARE TO BE PAINTED EP-l.
6
GENERAL NOTES
SCAlE: NONE
7
NOT USED
SCAlE: N1S