HomeMy WebLinkAboutConstruction Plans 06-05-01
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SITE MAP
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AREA MAP
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UllUllES
CARMEl
SECTION 11- T17N-R03E
Gas
~.... eo. ~r
15900 AllisaCI--'e Road
NobksWlle, bicAo ~
(Jl1)m-o<JO
~ DKIri<
_ _snc........
220 Nor\h ..... Slreet P.o. Box 312
.........' ....... 46204 _ ~~... 460&0
_4818 .. 1-I11lO-J82-55<' (J/l)m-'OIlO
Sb_Sn.
ClI,oI_
ClI'....'CMo_.
Camel, hfiono '6OJ2
(1l7) 571-2'"
HEART
HOSPIT AL
We'"
IncflQl'l~ Walfr Company
1220 WaterwoJ Ooulead
........... ........ 46202
(J\I)6J9-ISOl ..,.222
~l_
_IarlCGble,"".
516 East Ccwmd Ofi.
Carmel, Indiono '60J2
(317184.-san
~I~~ RegiGId Wasle District ~ C<<me!
101SS lIollh CaIe9t A_ DI, Hal. , ClW: __
Carmel, bliano 46Q32 Camel, _ 46OJ2
(317) 8<<-9200 (311) 571-2'"
Utili)' Hall_ .Ubb Indiono 1-8DO-3B2-5M4
out.. Indiono 1-800-42B-!aQO
NOn:
The size and Iocotian of ".I1t;., ore pet pan. and locotloM ptoWted by 1M
fnpec:UWr "1M)' c:gmponiH. All utllll)' compan... IhaIl 1M ft<)tln.ct prlat to any
hCcwollon lot GIld Ioc:otion of Hf\ricH.
(CONSTRUCTION PLANS)
HAMILTON COUNTY
CARMEL, INDIANA
DEVELOPER.
REI Investments, Inc.
11711 North Pennsylvania Street, Suite 200
Carmel, Indiana 46032
. (317J 573-6050
BREMNER & WILEY
SOilS MAP
NOT TO SCALE
LEGEND
I
A
-,N-
I
INDEX
DESCRIPTION
COVER SHEET
TOPOGRAPHIC SURVEY
SITE PLAN
UnUTY PLAN
GRADING PLAN
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
SANITARY PLAN AND PROFILE
GENERAL DETAILS
SPECIFICA nONS
LANDSCAPE PLAN
LA DSCAPE DETAILS
Sh - Shoots sill loom
IAmD2 - lAiomi sill loom, 12 to 18 percent slopes. eroded
erA - Crosby sill loom, 0 10 3 percenl slopes
Sr - Brookston sal cloy loom
SHEET No.
C100
1
C1Dl
C102
C103
C104
C105
C401
CB01-CB02
C901
L101
L102
-.-..._-------..;..""'------=~-.---_..
~~
Schneider
.
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Historic Fort Harrison
8901 Otis Avenue
Indianapolis, Indiana
46216-1037
317-826-7100
317-826-7200 Fax
lIww.schneidcrcorp.com
ArchilecLure
Civil Engineering
Environmenlal Engineering
Geotechnical Services
GIS · LIS
!Iome Duilder Services
Inlerior Design
Land Surveying
Landscape ArchitecLure
Transporlation Engineering
]HE\( DOCUlj[NIS IJl( SUB.(CT 10
PERIOO'C R["~0t5 By ]HE SCHNEIDER
CORPORAll()J. THE Hll..DER IS RESPooSl8lE
FOR VEt(lfYINC THAT UtEs[ DOCUUENTS
ARt [Hr MOST CURN[NT PRIOR 10 USE.
V EST MEN T
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~:;& BY: Robert Dosler
[_MAIl. ADDRESS: rdoster@Schneidercorp,com
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DAlE: ~ ,;-- o(
Cll(CKfO BY:~ DATE CHeCK[D: ~,6LDl
JOB No. 521.009
a:> 2001, The Schneid" Corpor_
FiLE NAME: S: \521 \009\DWGS\C1 00
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.844.46
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ASSUMED NORTH
SCALE 1" = 50'
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or
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or
LEGEND
@DlIIM IIlElIll CA1Ql IIASIN
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-.--,---,- _rORCtIlAlN
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Re,isions
6
~ [
N V E S T 1.1 E N T S
,~7'~
SIOIm Sewer
Cit y of Corm~
Cily Hall. I Civic Squore
CO/mel, Indiono 46032
(317) 571-2441
~ MANHOlE
TC ; 844.41
INV. E ; 830.3
INV N ; 830.1
MH, MC-48-3
LAND OESCRIPUON
(Porcel "[")
TEMPORARY BENCH MARKS
TBM'1: THE NORTH MOST fLANCE 601. T
ON THE fiRE HYDRANT ON THE EAST SlOE
Of ILLINOIS AND 400' SOUTH OF IOOTH
STREET. ELEV.; 842.26
TBM 12 THE NORTHEAST CORNER Of THE
TOP Of CURB "THOMPSON" PARKING lOT
ClOSl:ST TO THE NORTHEAST PRCPERTY
CORNER Of 'THOMPSON". HEV. = 847,29
Slreels
City 01 Corm~
City HolI. 1 Civic Square
Carmel, Indiana 46032
(317) 571-2441
Port of tl1e NorThwesl Quorter of Seclion 11, Township 17 North, Ronge 3 Eosl in Homalon Counly, Indiono. being mOle porticulorly
described os fonows:
Commencing ot the Northwest Corner of the said Northwest Ouarter section; thence on on assumed bearing of North 89 degrees 12
minules 45 seconds East oIong the nOllh line of the soid Northwesl Quorter seclion 0 distonce of 1320,00 feel; thence Soulh 00 degrees
DO minutes DO se<ond. Wesl. parallel with Ihe Wesl line of the soid NOI'thwesl Quorter Seclion, 0 distonce of 65.00 feel; thence North 89
degrees 05 minutes 48 seconds [ast 0 distance of 28.108 feet to the Beginning Point; thence continuing North 89 degrees 05 minutes
48 seconds Eost 0 distance of 314.78 feet to the Wesl Right-of-Way Ime of U.S. 31 (Norlh Meridlon Slreet) ond 0 curve havin9 0 rodiu.
of 22773.31 feel Ihe rodius point 01 which bears North 89 degrees 48 minutes 01 seconds West; thence soulherly oIong soid curve ond
soid .est righl-ol-way line on orc dislonce of 770.45 feet 10 a point which bears South 87 degrees 51 minules 40 seconds EosI from
said rodils point; ;thence South 02 degrees 08 minules 2D seconds Wesl along said West righl-of-way'line 0 cflSlonce of 328.86 feel;
Ihence Soulh go deqrees 00 minutes DO secoods Wesl 0 alSlonce of 593.75 feel; thence North 00 degrees 00 minutes 00 seconds Eost,
parallel with the West line of the said Northwest Ouarter Section, 0 distance of 81.32 feet to Q curve having 0 roolUs of 185.00 feet. the
radius point of which bears North 90 degrees 00 minutes 00 seconds East; thence northerly along said curve an ate distance of 64.70
feel to a point which bears NOI'lh 69 degrees 57 minules 41 seconds West from soid radius pOinl; thence NOIth 2D degrees 02 minules
19 seconds East a distance 01 703.48 feet to a curve having a radius 01 261.00 feet. Ihe radius poinl of which bears NOltn 69 degrees
57 minutes 41 seconds West; thence northerly oIong soid curve on OlC dislonee of 94.87 feel ~o 0 point which bears North B9 degrees 12
minut.. 45 seconds Eost from soid rodius point; thence North 00 de9rees 47 minutes 15 seconds West 0 dislance of 105.63 feet to 0
curve hovin9 0 rodius of 114.99 feet, Ihe radius point 01 which bears NOIth 88 degrees 56 mlnules 02 seconds Eosl; thence northeasterly
along said curve on orc distance of 101.65 feet to the Beginning Point which beafs North 40 degrees 24 minutes 59 seconds West from
soid roolU5 point. containing 11.579 aCfeS, mOl"e or less.
Utility Hotline:
Certifieote of Survey
To the best of my information. knowledge and belief the w:lhin plot represents 0
topographic survey mode under my supervision in accordance with TiUe 865. ArUcle
1, Chopler 12 of the Indiono Administrotive Code. The topographic dolo was
gathered with 0 geO<hmeter using standOfd radial SUfliCY lechniques. BoundOfY lines
OfC shown for reference only. no certifjcalion for the boundary information shown
hereon is extended os pcrt of this survey. field work lor this survey wos
pre/Olmed from November 6. 1996 through November 22, 1996.
A sepOf'ole Ul~jly RepOft WQS creoted os 0 pert of the within survey. This report details our
interaction with the vario:Js ulUity companies, contains copies of the various uUHy pions ond may
pro....ide on indication 01 the accuracy of the loco I ion of the uliJilies show" hereon. One copy 01 this
report was pro....ided with Ine final copies of this survey to the clien!. Please cootocl Scnneider
Engineering Corp. if additional copies ore required.
Kris D. ConOvef
Registered land Sur....eyor '9500012
November 22, 1996
10
11
12
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RllSW._AIIlHIUS,II9CNlMllCOll:O'l1lX11JM1D
JODII All( 11( (1Q.Uh UlUt_ f'IlCI'Ph rt SDIIUIl
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---
@ 1996. Schnoldor Englneerln9 Cclrpo<Qtlon
r ~ Schneider
~~
~~ Corporation
3020 North POll Road
w4.ianlpou.. Ind.ian.
'1l228-00&l
3!7-1IVD-~2
31?-8aa-lOl0 '11
EoIiDCCrinc
Suneyinc
Lan4xapc ~itecture
GIS. US
GooIOU
J. Parlllu'llll bUl, wtu. 81bWl. 1leJa', Gi.... a AaDdaIa" r.oor,.nw
REI 1HVISTIIEIm, INC.
YERIDIAN AT TIlE INTERSTATE
CAIlIIEl, INDIANA
TOPOGRAPHIC SURVEY
"PARCEL E"
0.1< Pniiecl No. Dn""
11/13/96 15-96-024 CLM
Appl'O\'.
Computer 'JlII
J: \15~96\PWCS\02<4\lS96024S.DW;
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I. AU. RHIUS N/O OIHER DlIlENSIONS roo r SlAIIIlNC N/O
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2. IT 9l1l1 BE lIE RESPONSllIIUTY IF 00t CllNlR.\ClOR 10
I(1lIFY AU. EXlSJN; U1UlES Nfl alIlIlIlIllNS PIRlAINING 10
lIS PIlASE IF IORIt 11 SIWI. AlSO BE lIE CONlRACIOR'S
RESPCIISIIlIlITY 10 COIITACI lIE OVGS IF lIE VARllIlS
UIlJ1(5 roo PIl(J>{R SIAl({ lOCATIllHS roo 00t UIlUIY
BrnlRl' 'MJRI( IS SIARTED. 1HE CONTRAClOO SIWI. NOWY
II 1IlI11IIC lIE O'ONER 00 lIE 0lQN[[R Of ANY CHANlIS,
~ 00 ERRORS rDUNO 1IH 1HESE PlANS 0011 IHE
me BEFCIlE 'MlRK IS SIAREO DR RESUMIll.
I(1lIFY SIQIlOCAlIllHS AHll SIQI REWIlEIlOIIS IIlIt LOCII.
CCl'.\ll/GNC AUTI<<lRl1lES.
1Dll'\lRARY tRAFfiC COIIIROl IlLIlIHC ClINSIR\JCllOH 10
ClIHFORII 10 APPLICABlE LOCII. AND SIAl[ SlANOARIlS.
III CllNSIR\JCllON ACQ~TY 1IH 1ltlS Sl[ 10 III PERFORW(O
II lXlIlPUAIICE 111m APPUCAQl[ ll.S.IIASIANDAROS rOR
'IIllRlC!Il SAFETY.
III DlIlENSIONS 10 IHE IIUUllNCS 1M 10 lH( lIUISllE Of
lIE IIJIUlIHG rOllNDA lION WAlL
SEE AIIOtl[CIUlW. PlANs. fOR _ 0flj(NSQHS.
IH[ SII AHD LOCAIlON IF ElCISIIHC UllUIlS _ 1M
PER 1Nf0000AIlON PfiOVIIlEI) BY 1liE RESPEClll'E UIUTY
COIPIlNIEs. AU. UTIUIY COlPANlES 9tOOID II( NOTffD
PllJlJl 10 AKt EXCAVAllON fOR me lOCAllON Of
SDl'ttCEs.
SEJlW:[ WALKS SHAlL Q( RDNFORCEO CONCREl[ ,"
IIIQ( AND IIlOlH AS INIlICATED 1IH PlANs.
OPAN!lOO JlNIS ARE 10 BE PlACED AI AlL WAlJ(
INIERS(CTIOOS ""0 OClW(EN WAlKS ""0 PLAlfONllS
SiOCWAlK SCOR(S AR( 10 BE EDUm Y SPACUl BEIIlfiN
(XPMSION .aNTS. COOTRAC1lCW .DHTS AND PERPOIDtCUl..AA
SIIRAlJ(S AI S' INIERVAlS OR US$.
COHlRAC10R SIWI. PNDWlE IRAlTIC CONlRa. AS IllRECTED
BY lIE CITY Of CARWEL fOR AU. 1IIlRl< IH 1liE Ill.IIlQS
S1RfI1 R1QlT-Of-WAY.
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HEART HOSPITAl.
187,000 S.f. 11.
4 STORY
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Schneider
.trolES
All Ed~ Of Pavement To Be
6' Curb Unless Noled. See OelaDs
for Curb T)pQ. Use Strolght Curb on
Islands, Radius Area, and any other
Area nol Specificolly lles9Ioted.
HOLEY LCOU:Y SAYS
"DONT
DIG
BUNDa
1HE SOtNEIllEIl CORP<lRA1ICN
H1stot1c r orl Harrlslon
8901 Oils A......
Incr...opaGs. III 4&216-1031
Telephone: 317.826.7100
r... 317.826.7200
~.schneldercorp.com
Architecture
CMI Engkleerin9
En............t.. E09'"-"'9
Geotochnlcal Senolc..
CIS ' US
Home 9u1der Ser'licll
Intorlot Deslgn
lond Su,..)lng
landscape Archltecture
T"onsporlotion En<J~1n9
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SCALE: 1"=50'
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Depressed Curl>
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Taper CurtI to Flush, ~ Lang Unless Noled
S' Asphalt Poth @
At 6':1: from IUlnols Sl 8C;
Except O<l)JsIlo miss exlslitg trees
<9 10' AspahIt Poth - ~ ExIsIhg @
o Parltilg Spoces - 509
& AccosaIbIe Porllklg Spoceo- 4J
Total Porl<Ing Spaces - 5S2
'ICllIlED IIfJ. 10 IDIMI
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I ! i : i i !( i i ;1 Povemenl \lIthit RIghI-OI-WaY@
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IT Sll.Ill. II: 1llE RESI'OHSIIIIUIY (J' UQt CONlRAClllR 10
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lIS fHAS[ (J' lOll<. II Sll.Ill. ALSO BE 1llE alNlRAC1OR's
RE5PONSlIlIJTY 10 CONTACI 1HE _ (J' 1llE VNlIOUS
UlllTlS rlJl PROPER SIAIC[ lOCA1IONS rlJl EAQt UllUIY
lIITlJlE _ IS SIAR1[I). lit[ alNlRAC1llR Sll.Ill. MOIfY
IN IIlJlINC 1llE OHR lJl THE EIICINUR (J' NIY 0f.\HCES,
0IIlSSl0N$. lJl ERRORS rllNl 011 1HESE PlANS lR II lit:
rnDlIITlJlE _IS SlAREllCltRESllllED.
IUlIIY SlClllOCAlIOIIS AND SICII RElIJlRIlD1S lIllH Loc.L
GO'o{IlIlN; AUlHORJ1lES
1DlP<Ill.\llT 1RNflC CONTROL IlUIlIHC COIISlRUCDOO 10
CONrCJlllIO APPlICAlll[ LllCAL NGl SIAlE SIANDARllS.
ALL COIISIIlUCIIOII ACIMIY OIIl11S Slit 10 BE PEllFlJllIED
II QlUI'LIAHC[ lIllH AI'l'lJCAIlIL D.S.IlASIANlARDS rlJl
lIlRICtR SAfIT/.
6. ALL_101!I:llUllIlNGSARElOlHEOUI51OE(J'
1HE IlUUlIHG fOUNOA 110II WAlL
2.
J.
..
s.
7. SII AROIlECIUIW. PlANS flR IIUllJNC _
8. lItE!i2t AND LOCADOII (J' EXIS1IIlG Ulll1lES _ ARE
I'(R lNflJlllADOII PRO\\OED SY 1ltE Il(SP[CnVE UlllTY
COIPANlE5. AU UllUlY ClIIIPNIES mAD BE NOHO
PRIOR 10 NIY !XCAVA1lOII FlIl rnD lOCAlIOII or
SER\tCES.
9. SEIl\\Q: IWJ(S SHAll BE RDWlJlC[O alHCRElE ."
IHICX AIIlllOlH AS tOCAlEO III fUNS.
11. EXPANSIlIl .oNIS ARE 10 BE PlACED Al ALL WAlK
INlERSCCIIOIIS AND BEh([N WAU<S NIll PlAlfORliS
SlOEWAU< SClJlES ARE 10 Il[ EQUAlLY S'AC[0 BEI...EN
EXPANSIlIl ,om, CONlRAClIOII .IllN1S AIIl f'ERP[HOjCUlJJl
SlOEWAlXS Al ~. INIERVAlS lJllIS5.
Utlilies
Gos
Indiano Gos Company
1~ AIIisonYil1e Rood
NoblesWle, Indiana 46060
(317)773-0430
Electric
Public Ser.... Indiano
P.O. Box 312
NoblesWle. Indiano 46060
(317)773-1980
Water
lndionopoIis Water Company
1220 Waterwoy Boul.....d
IndiorKlpOlis, Indiana 46202
(317)639-1501 ..1.222
Telephone
Ameritech
220 North Meridian Street
Indionopolis, Indiana 46204
265-4878 or 1-800-';\82-5544
Sonitory Sewer
Cioy Township Regionol Wosle District
10755 North GoIIege A......
Cormel. Indiana 46D.J2
(J17) 844-9200
Storm Sewer
City 01 Carmel
City HoI~ 1 Civic Squore
Carmel. Indiono 46032
(317) 571-2441
Coble Tele~sion
American Coble, Inc.
516 Eost Cormel Drive
Cormel, Indiono 46032
(317)844-8877
Streets
Cit Y of Carmel
Cily HoIl, 1 Ci~c SQuOfe
Cocmel. Indiano 46032
(317) 571-2441
............. ",
--...::-.
- ~~~~~~;= = = = = = = = = = =--=--
'-~- /
............. -...
.............
....i<i..ii~.!i~~7JlfJLlJllf;;=...=:::=:
@ STORM SEWER TABLE
SIR' I'll'! IC INvtRTs DEIAIl
6\0 NAHHOlE 8.JB.00 828.\0 (SE). 828.5 (NI/).E~SlING 6-C80!
651 [NO SECTION N/A 8.l2.'O 11-C801
641 LAVIN AREA LNiIT 845.00 841.00 (NW) 8 C801
r.-~---'---.---:...:_, 6'0 CuRB INUl 843.70 8.JB.27 (S! . NI/) 10-C801
., I 6J9 CURB ~f1 84'.60 84080 (5) ID.C801
I .,
[ 638 CURB INU I 84'.70 B'O.77 (N . W) 10-C801
\ P A Ito AR(A INlET 844.90 840.3.4 (E). 8'0.09 (W) 8 . 9-C801
Y/ Il I 6JI
.'
I',: 636 PA/[D AA!A Il<UI 84J.6O 8.l9.07 (E . NW) 8 . 9-C801
[ 6j~ PAItD N1!A "'lEI 843.60 8J8.116 (SE). 83.7.81 (N) 8 . 9-C801
.1.
I 6J. CURB INlEI 84100 1\J706 (5). 8.l6.56 (N) 6 . lD--C801
- -,..- - T-:.o....J" oJJ DllmO OELETED DllElED
" 632 CURB INH T 843..00 8.l6.70 (SE). 83.583 (N). 835% (5) 6 &: IO-e80!
- 63.1 CURB INLU 841.00 8J5.62 (N . 5) 6 . lD--CSOI
~ 6JD CURB Il<UI 840.40 83.5.55 (N . 5) 6 &. 1o-CSOl
623 aJRB INlE T 842.80 83.9.50 (N) 6 ,& lQ-C601
_. 622 CURB INLET 842.80 83.8.7' (5). 83.8.'9 (N) 6. ID--CSOI
~ 621 P A '40 AREA INLET 840.60 8.J6.ll S), 8.l~88 W) 8 . 9-C801
~ 620 PAItO AREA WI 84~20 8J5.01 (E). 83.4.57 (W) 8 . 9-C801
614 PAI{O AREA INlEl 8.l9.l.O 83.~J.J (W) 8 . 9'CSOI
" 61J PAVED AREA lNL[l 837.80 83.'.97 (E). 8.l'./2 (I/) 8 . 9-C801
612 CURB INLEI 8.l7.5O SJ4.41 (E). 8.lW (W) 10-C8O!
... PAItD AREA "UI 8.l9.2o 8J.J.'8(S). 8J'.28([), D.Jl..48(N). 8J.J.44(W) 8 . 9-CSOI
611
DlST. ()JIUJPA: 610 . END SECIION N/A 8.lJ..00 ll-cBOl
IIY.-I2iOO
-, 101 OUIL[1 COHlROl . 8J5.00 3. . 6" HOLES 0 8J.J.l)(~ 81~.0 (W) I-Cl02
~ 1- .r..L-J 100 END SECnllN N/A 82'.87 11 ,. t2-C8Q
,. OUTLET CONTROL STRUClliRE @
-
.............
.............
.............
--
1.EWill.
..... S ....o--.s..
.
Existing Storm Sewer
Existing Sonltary Sewer
New Sanitary Sewer
(LoIClfoll or. thowa for r.ter.oI 0ftI,
See SonItorr fltan ok Profka tar ~)
Sanitary Sewer cl.an-out @
BuUdlng Setback line
Existing fire Hydrant
Exisling Water Valve
New Flre Hydrant wi Volve
New Water Volve
New Water Main
Exlsling Water Main
New Gas Main
Exlsling Gas Main
New Electric Une
Exlsling Electrlc line
New Telephone Une
Existing T.lephon. line
Existing Utility Pole
Light Pols
o e.o.
,.,
T
;~
.-a
I
~~ct
I
ASSUMED NORTH
SCALE: ,.. = 50 I
~
Transformer
4" Underdraln. 20' Typ.
TEMPORARY BENOi MARKS
HOLEY MOlEY SA YB
" DON'T
DIG
fi-
"ITS THE LAW"
W l IQlUIC PMS rO'Ofl[ 'lOJ [)G
1-800-382-5544
tAu Iou. fau
Il(RlHfIAHASIATE LAWIS-H-l991.
IT IS AClrUtST M tAl TO [XCAYATE
""HClUT NOUnlNC TH( UNOERCROOlIl
lOCAQ srRW:E TW:l (2) ~c
DAYS llUaK lXIIWENONC Dl.
1B~ I': IHE NORlH MOSI fLANCE BOI.l
ON THE fiRE HYDRANT ON THE EAS! SIDE
Of ILLINOIS AND 400' SOU IH Of I C;; IH
SIREEl. ELEV.. ~ 842.26
IBM 12 1HE NORlHEASI CORNeR Of IHE
lOP Of CURB "1HOlIPSON" PARKING LOI
ClOSEST 10 1HE NORTHEASI PROPERlY
CORNER OF "THOMPSON". ELf V." B.7.29
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CllllPOItA'IlIII.....MlMOl'1O.....ClI
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111[ _IIPI CGanlf tE N IDKIXI:
.......-
COl"rIICJtIlD IV 1MI SCHClDEI
~~
Schneider
1H[ saiNEIIlER CCRPaIA1ION
Historic ror' Harrision
890t ou. Awnue
Indiclroopdb, IN 46216-1037
Teleploone: 317.826.7100
rox: 311.826.7200
._.schneidereotp.com
Arch1tecwr.
eM Engin"in4a
Enwonmentol Enljlineerln9
Geotechnical SeMen
QS" US
Home au..... SeMceo
"'t..1o< Design
land SurveyincJ
landscape Atchlteclure
Transportation Efl9in..rinCJ
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05 01 01
ROR
PltOLC1ND.:
521.009
UTlUTY
PLAN
~..orll.tS;
5;~1\0l1J\DCiS\C102
XIIU;'S;\;M:l\CXl9\dwp~l9bsr.d~
DIU:" $:\$I\006\601p\52100&T.'-;
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MERIDIAN STRE.Er
CJlB tUl
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. ..'.>' /~'L..'/""" rilL AAOUNO UNor~OtWN SHAll at COORS(
,'> ~ SAND wlIH LESS ItV.H 51 PASSlNC THE 200 ~
)!;;f,~- 4" POlrQHATl:O ADS Pf'[ WIW'I'(t) IN 4 01.
~'/;4 N[[OL( f'UHCItEO I<;()NW()f(M ClO1[)HIlE rAmIC
~~.r~m;~i~.itP
CONTRACTOR MUST VERIFY THE
ARCHITECTURAl TIE -IN FOR EACH
UTILITY, ROOf DRAINS AND DOORS
BEFORE BEGINNING CONSTRUCTION.
THE CONTRACTOR SHALL THEN NOlIFY
IN IIIlITING mE O'M-JER AND THE
ENGINEER Of ANY CHANGES BEFORE
ANY WORK IS STARTED.
TEMPORARY BENCH MARKS
TBM 11: DIE NORTH MOST FLANGE BOlT
ON TIl[ fiRE HYORANT ON THE EAST SIDE
OF IUlNDlS AND 400' SOUTH Of 106TH
SlREET. ELEV." 842.26
TOU 12' !liE tJORIHEAST CORNER OF THE
TOP or CURB "THOUPSON" PARKING LOT
CLOSEST TO THE NOOMAST PROPERTY
CORNER Of "THOMPSON". ElEV. = 847.29
<4 01. NEEDlE PUNCHEO NQtIWMH
f'OlYrSIER C(Ol(XtU (ID6AR TC500 CIA EQlW..)
- 8J3.00
<G~ NO"1rJES
NOTE:
'"
~10~ l[I,{Llto/C..
(!;[( lWlurAC1URf.lf OClNLS)
.lAKE CBOS_~ SECnQ~ ~
-' ~
TYPICAL CROSS-SECTION LU
~rlOSCAL( ~
- AlL GRADES ARE TO FINISHED SURF ACE.
- ALLOW MIN. 4" TOPSOIL IN I.A'M-J AREAS.
~~"O" C""
---
/.......- ::m .___
liiiI!IIiiI
rtxnoo Ie ~
ooo.oocu
-~---
HOLEY MelLEY SAYS
"DON'T
DIG
4i
"irS 1HE LAW"
w. I taaC e.:ws emR 1011 IIIG
1-800-382-5544
au. till fm:
fI(It IIlWIA SJAlE I.AI' 1S-fI-1ll11.
1115 ~ K LAW to txcAVA1[
_HIf1'ND1f"lIC 1H[ l.IfDCRCUrI)
UDlJON SEIhtCt lllO (2) dKIIG
OAlS 8[flX CDlWENCItC IORI(,
LEGEND
Existing storm Sewer
New stann Sewer
Existing Contour
All Other finish Grodes
Top of Curb Grade
Guller Elevation
flow Arrow
Subsurface Drain
~
~
CBF.IW.- MO'Ir9:
1. MJ. GRAOCS AT BllJIClARY SIlAllIllEI EXlSllNG alAIJ[~
2. cT SIlAllBE THE RElI'OlSIlJUTY or EACH SUIlClINlRACTOR 10
~ MJ. EXlSTt<<; U1UTES ANI caollOHS PERTAlNNC TO
!HE PHASE or II1lRIt IT SIlAll AlSO BE !HE Sl.llCONlRACIOR'S
RESPOIISISllITY 10 COMTACT !HE OIIIERS or !HE VARlOUS
UTlJ11tS fOR PROPER STAKE LOCAlIlIN or EACH UllIlY IIfORE
II:lIK IS STAR1[I). 1H[ _TOR SIlAll NOllfY III
IIlIIIIIC THE OHR AND TIE _ or AllY CHANCES.
lIlISSICtlS, OR ERRORS fOUMl ON TIU' PlANS OR IN fIELD
BEfORE 'MIIlK IS STAR1[I) OR IUJIG.
1 ST_ SPEClllCA1IOIlS fOR TIE alY or CARlIEL
_ SHAll APPlY fOR MJ. STlIIlIl SOERS ANI
MJ. SANlTARY SUERS SIlAll BE III ACOROANCE IOIIH
THE I[5T aNTRAl COICER'/ANCY IIISllllCl
4. AllY PART or !HE SANfTARY OR STlIIlIl S['I(R lRENCIlES
RUNNINllINlER PAIUl AREAS 10 BE IlACI<fIUfO 1I1H
lllAHUl.\RIlATERIAl.
5. THE Sl[ AND LOCATKJI or vasTllG UTlUlIES SHO'tIH ARE PER
INIO<UATD/ I'RO'.1O[I) BY !HE RESPEtnot UTlUTY CQjpAIt[~
All UTlUlY cawANES SHOUlD BE NOTf(() PRIOR TO ANY
fXCI,VAIION rOR fiElD LOCA nON or ~
6. S[R'oI(I WAlKS Ta IJ[ REINfORClll CQNCRET[ illH
A 4" IlII<<1Ml lHICICNE5S.
1. [XPAN~ON JOINTS ARE TO BE IUCtO AI MJ. WAlX
INIERSECnoo AND llEOON WAlKS All) PlAlfIJlllS. SUllWAlX
SCORES ARE 10 BE EWAlLY SPM:ID BET'AIDl EXPANSiOll .l1IH1~
CONTRACTlON .l1INTS AND PERPOlIlIC\I.AR ~OCWAlXS AT 4'
INTERVAlS OIl LESS "'IH A CONTRACTION .oN1 [VERY 20' OIl
LEss.
a TEIIPORARY TRAfTfC CONTRll. 0LIlINC COMSTRUCTION TO
CONfORN TO APPLICABlE lOCAl AND STAT[ STANDAROS
9. All CONSTRUCTfON ACIIVITY ON TIIS ~1[ 10 BE PERrOOIj[D
I~ COUPUANCE WITH APPLICABLE o.S.HA STANDARDS roo
WORKER SAffTY,
'0. RE"DVE AND BACXFill AlL ARE.s ffoIlERE ANY Fun TILE
CROSSE:S PROPOSED BUU..DIUG PADS. AU. FIElD TILES ltlTERCEPT(D
TO IJ[ PERPETUA1[O IHO S'ORII SED SYS1E" OR LME. !HE
SlIlCOHTRAC1OR SHMJ. NOTIFY III lRIT1lC THE 0\lNU< AND !HE
ENClNUR IN ANY ~CUUSTANa:S 1tI(R[ THIS CANNOl BE:
ACClllPUSHED.
11. All Fn.t AR[AS SHAll BE COt,tPACI[O TO AT LEAST 95
PCRCENT (f THE J.lAXI"U~ DRY !l:NSlTY (ASIIll D-l~57). nu
Ufoil)[R THE FQOl1l'lG SHAl.~ Rf Ct),UlACltD 10 At lEAST "'5
PERCENT Of HiE WAXlMU'" OkY f)[NSlTY (ASTW-l557).
12. TN[ COHTRACTOR SHAlL COHnRll MJ. EARTH'IIOR1< WANnnES
PH101~ 10 THE StAfH Cf CCJf<JS1RUCTtQN. r AN EXCESS OR
SHORTAGE Of [AATlI IS ENCOUrnfRIO. THE CONTRACIOH SHALL
COlf'RIl .1IH n'E O~ER mc ENIlNEER 1HE REau~E"[NTS
roo STOCXPlLINC. RHIOVAl. OR ItflQRTlNC (f EARtH.
IJ. ALL WAtER I.I.A1NS TO HAVE A S4~ WINILlUI.l CO'ItR OvrR ror Of PIPE.
H. WATER S[RY1a: LINE TO Till llLlLDlNG SHAllll"\( A :;rtJI-Off
VAl'ft IN At4 ACcrSSI6lf lDCAT~ OUlSl[)( or lH[ BUllDtNC.
(APPlies TO Ca.lM(ROAl ~l r)
16. STERlUZATlCJ.l Of WATER l.lA:N SHAll BE IN ACCORDANt[ 'MTH
STATE BOARD Of HEAlTH ~U;UIR[W[NTS.
17. PIPE UNDERIlRAIN fOR 5'000 'HILTS 10 IJ[ USED fOIl [I{RY
PAVED AREA INLET
~
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~
~
lIE SCHNallER CORP<IIIA lION
Historic Fcwt Harrlsion
8901 Otis A'4eRUO
InclionapoRo, IN 46216-1031
Telep/lone: 317.B26.71oo
Fox: 317.826.7200
....achneidercotp.com
Architecture
CM [..-inll
Enw........tal Englnewing
Geoledlnlcol Sendc:es
GIS' US
Home BuIder Senlc:.
Interior DesIQn
Lond Sunoe)ing
Lon_ Alchltec:luro
Transportation Enl)ineering
Eo-<
en
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PLAN
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SHtUNO.:
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14
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u.s. 31
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NOTE: AP OXIMA TEL Y 90% OF THE
ENTIRE SITE WILL BE DISTURBED.
NOTE: NO SOIL STOCKPILE AREA
TO BE USED ON SITE.
NOTE: ANY INFORMATION DEPICTED HEREIN
TO BE SUPERSEDED BY THE
LANDSCAPE PLAN.
I'RO"OSfDrDlSTRUClION<;"OIJfNCE:
r
I
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
L _ ~AI~E/GRA~ ~NS"':E~C1~ _
t.I6IM.l.sat.[~IIItASt.lR{S;IUi'alAR'l'[t(TR>>la:SAHOROCKCl(Cl(1lAl.l
JLlEG-lEND
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1 II&UU 51.1 n:MCl AI(l tuf>alAllY IJllt[ (S.E. or UWOlS a IOlli 51. INT(J&CIKll)
4.lDIlll[s.uIlIIJn'S(l(R/t4S'AllUS-J1STCR.l0RA/HAC(0lv[IlSIOOlH:ANOfn.POlARTS1~Pf>['
~ Ul5l1UCl NCATH OlD P(N) ~NT AN;! POIlIIUln
I. ISTAllPOllWt\O lIP RAP MIlmDAND 1IJL0l [IilBANICWH1.
7. CXH:1JlIl[Nl "ltl POll 'MlRK, STRIP Silt Nfl COOS1R1JCf 1IUlL[WNG PAD -HAIA. lt1'SCll. OfT9IE
&. COlI'lIT[ POIil rxCAV'MOl N<<) ~AIN ~AllINC.
i. tua: IlJ'5Ol AIIW{) SHE P(RlIt:I(/l AND f'(K) Afl(A: AND Pf:RwNl(Nf stro
10. CtNSJJLC.' SICJlM SUIER III) IHST..u. H.!T conms.
11.1IS1AU. ASAW.l BI.S[ COJtg: NiJ INSTAll PA\'t\I:Nl N.(l COIllRl1S.
12.IW'QRAIl'sn:ONfYll[iWoINCEII'<r.iEOEAIlTHIJl[AS.
11r~a!All(AROJt()ElJl..LlHCAN)"'S1..w.P(Il\,lAN(NllANOSCN>lNCANOSHO
,.. ~ IiIIlPOlWY (RUi04 CCIllllQ. IU~S.
1::::.:::::::.:::::::.1 HATCH PAffiRN DENOTES PERMANENT SEEDING
~ HATCH PAffiRN DENOTES EROSION CONTROL BlANKET
EROSION CONlROL AND SEQUENCING
CONltAl;llR St.IU. IISIIl.I. Il.I. _ Sl.1 fEHCIS,
!Il11RAPS, 1IlII l'IllllECllDII NIllUIPROlEC1IOIf fUR
DISH II!1S PIlIlJl m K START llf' Nfr EAR1lt IIllI'tlG
OIlS11lll'l'llG.
2. COMlIlACmil SHIl.I.IISIIl.I. A SIllME ClIlS1RIJC1lDH
EHlRNO: OIl SIK 01ltE1l1lE'olS[ PllIOR m THE START llf'
lAIl1HlORl( AS II[CESSAllY m _I SIlIL FRalIDlG
_ QR _,"0 DGS1tlC_lS.
UN> N.1DlAlDlS lHDt S1RP K UN>llf' liECEIA1IlIl.
INCllJIllNGRE_ St.IU.BEIllHIM A WAY lIlAl till.
_ _ Il(la(R fWIIl(. NA1IJR.\L
1otCElA1IOIl St.IU. BE IlE1A1NDl AND PIlOlEClED. AS
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51 ,r
. ,.-
. J I 1""
'I I 14 1/7'
11 J/l1 15"
I' 171
1/4" W
PRECAST CONCRETE END SECTION
I
"" ~'1l
CIAO! ill .::
> .
.!!J!!!
I. a(ll[Ilrt! IIIlIUIfIOlIlD.
PCl.'lU.l IS7O) ClIiI Af9flOe [OJIL
l'!.\!l\!!
STIl, 8 to .
101 _ILN 85' 2If
to) 4' 12' It
110' 1 Ili .t
"'"'--
~
Cl1.~rn A; !i(~u.
,...-~S'R'L~
IlIf'IW' I: aOl(u:;J'
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I"""'"
QjOSS SECTIOI!
".'"
I ._' I ._. I
-\I~ 1
SJANONI) M'ltl8O I S-ISO ~ CONTIlCll.
sao.K: w/'SJ..... ...I~- 8LANKtT AS WAHUfACTIJR(O BV
Wl..01 . TACKFItLD If "OJI'" AWtIllCAH GRaN.
TYPICAL SWALE SECTION @'
.-
~....
....
GlODtLE
-(
..
CIl:IOOlG[(J"
SMtlYUJIC(
~-
-.s
Ill"
...
Ill"
"50
r
0"
0-
...... I
(NEW OR urs~
A !l!RN' t: <<OIEXlU
/I\F MOlES) ,_SS
--r----<..
SAflTYl(l)(i(.
SfELNC(tr/OSS
S{cnOHr~llnM
BlPRAE DETAil @ END SECTION
.6D
~
Rl'--RAP<llADA1IONTAllf
L~i-L~~_~~~~~I
~t=~~~
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tti. I . ~'lI1
.:lIl:O['llrs.W!llWJ.1I(l1
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/ PAV[Ill[NT
'j,.'j,.~~'l1-!;-'l1-~~
IhlC::UII AnON RfotllRFn. ~ ;~r + ~i~! ~ jlci
. ~~~:o~ :~T~~~T~LiTS ~ .... ~:::~ ~16
<:HADINC PlAN.
. PIP[ WAtERIAL PEa INDIANA DEPT. OF J~ ~~~
TRANSPDftTATlON SPECS, No. 718,02 .... - .
~~w. ~~~~ATEO
a:OTrXTlf SOCX
4" PIPE UNDERDRAIN
FROM STORM INLETS
6D
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~~
Schneider
!HE SCHNElDER COflPORATlCN
HlsIOllc: r orl Harrlolon
8901 OIls A......
ManoporIS, IN 46216-1037
TeIephGne: J1 7.826. 7100
r"", JI7.826.7200
www.lChneidercorp.eom
ArchllKtur.
CMI fnQln...ing
==a1~:ing
GIS . us
Hame Buildet SetW:..
Interior Design
land Surve>'n9
Londscope Architecture
transportation Engineering
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PAVED AREA INLET
@
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""'05/01/01 1521.'009
0ltA* 'RoR I tte:CIltO ~
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OETAllS
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SIAIClNlD RONfORUD ClONC. .....
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.
SPECIAL PAVED AREA INLET (;)
I
000000
000000
000000
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_ CftAO[\
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NEENAH lY?( CAS1ING
NO. R-3:l86-8V
r ASPHAlT
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CONe:. BOX) I'
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. ._.__.~ I
CHAIR BACK CURB INLET @
~
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AS PU 1l'UlfCAaa:/ .~'
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BOlCH acJf'(- Itr pp FOOT
EI.OW aiANNB. IlfIAII.
CAS).1'UICf : ::~::::t;PYD----'f:t.::::::::~:::::: -;: -~~
· I'IBAS~............. _: :.:.:.:.:.:.;.;;;:::::~ 8:.:;.:.:lf.':':':.:':':: 14. U" u.. _y
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-t!t:..':',':',':"':"':',,:,,,:.,,: L
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.....g'" ... .........: IIASIt fCII NU:ASf
SECllON A-A
SANITARY MANHOLE DETAIL
.....-
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51_
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=--:.~:............~..... .:
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&" "8" BORROW SWIMAO RtWORCED CONe. 8ASt
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SANITARY SEWER TRENCH DETAIL
@
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.ADJUSTING RING DETAIL
.. lHCHES
. . <
,
1
STORM MANHOLE DETAIL
@
REQUIRE!) COMPACTION TABLE
" STANDARD PROCTOR DENSITY (AST" D 2321)
(No.1 AREA Cl~NO~-IV ---,
HAUN~ flA UHDlSlURD BOllOW
lNITIAl eACKfllL COWPA(:nQN I 8~X 90X NO
NOTE: If Q.ASS I MATERiAl IS USEO fOR BEOOCHG
IT W05T Al.SO 8( USED fOR HAUNCHINC. '
I 'o'Zp Tr:E~,~~
NO SCAlL
@
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a~ t::
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SOil
PLACEMENT
iE
~
o
15
2
~
(GRANULAR MATERIAL TO
BE USED UNDER ALL
l PAVED AREAS) r
%~I" ^ "\ J
.
NOTE
BACKfU L MA Tf.RIAl
CLASS I. II, Ill, &: IV
Of THE U.S.C.S. SOIL
ClASSIFICA liON
BEDDING SYS1EM.
~' V INITIAL BACKFILL AREA
12- MIN _ SPRING LINE Of PIPE
No 8 STONE, I HAUNCHING AREA
BEODlNG AREA
./ 0.0. Of PIPE fOUNO^'1ON
N:" 8MI~TOOE 12"J \.12" (REOUIRED.. UNSTABLE SOIL)
STORM SEWER
TRENCH & PIPE EMBEDMENT DETAIL
""- ~""'~.. l40M.
MeAl Cl.EANOIJI DET"'L
l'dlIl~
Q
@
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Cl'PMODI
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SECllllI!kA
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sm MOKR ROD
EI.E'lAlIoti
PRECAST CONCRETE ~
YiHEELSTOP
III sc.u
EXTRUDED CONCRETE CURB DETAIL
@
Hole:
So.. CI,It 1/1 pavement InOcltn... th.n bttrGk out
Sleel Rote cui dwing Conctele CUlfl and ,,"Iii
A5pnalt is placed.
~ --J
PAVEMENT REPAIR SECTION DETAIL
. l>RfPAR(O 5URGRA.or PeR INDOT No. 207
.TYPICAL PAVEMENT SECTION
(1a\
~
(fOJ( ASPHALT: PATHS)
100'
I _ I I _<roms
p.~~~l~L,~~L~L~l~~~",~~~~~~
.~"~:=::::~"""""""''''
....SEE O.O.T. STO. SHT. 12-03 rOR CENERAL NOTES
CURB JOINT DETAIL
@
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--
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@
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4. . . '. ". : ...... . ....
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NO seAl!
. PREPARED SUSCAADE PER IMDOT No. 207 ffi
TYPICAL PAVEMENT SECTION ~
. PR(PARED SUBCRADE PER tNOO' HD. 207
~
~
. ." ..
:w=::: PlAN *
HANDICAP RAMP D1I~
. IFQUlNca:1IDN1IMIPISLOS'DUlI4I"'lDlsa:R.AIlSIIJS'(Hl\(ltt2MA1.SUI't.
~
~~
Schneider
1101[: MlS1Al'CilllllE('PAlNlDl..1E
PAINTED HANDICAP @
SYMBOL DETAIL
1lOSCJl(
!HE SCHNEIIlER CORPORAllON
Historic Fart Harrlsion
8901 Otis Avenue
"dKlnapolio. IN 46216-1037
Telephone: 317.826.7100
fox: 317.826.7200
...w.sc:hneidercorp.eom
TYPICAL PAVEMENT SECTION
(HEAVY DUTY)
. PR(PAR[l) SUBGRAO( PER INDOT No. 207
L!U
~
PAlof:t.lENT
It"
~
RESERVED
PARKING
.
Architecture
CMI E"'I"-""l
EnwonmeotGl [ngln....incJ
Geotechnical Services
QS. US
Horne Builder Serviees
Inlerlor Design
Lon<! Sunoq;.g
landscape Architecture
Tron~Oftotion EngNel"inq
CONCRETE. PAVEMENT SECTION
Li"U
~
1-1/2" #11 HAC. SURfACE
4" K9 HAC. O,'DER (2 LIFTS)
9" #53 COMPACTED STONE AGO. BASE
. PREPARED SUBGRAD.E PER INDOT No. 207
TYPICAL PAVEMENT SECTION
- -" "
6D
~
INTEGRAL CURB AND WALK
@
QUI4 - W",..\TICG IN>( (LIT1DIS)
aU( - lJ.lAl1NA'~ TAPt. (Sl'W8ll a.ocx)
IU1[ - UWtNATMC I~ (BACKmOOtll)
GREIN - UIMIAK TAl'( (.wwt')
tmH - UUIitlNATlUCi !Afo'{ (00lWI)
(II1THIN RIGHT OF WAY ONLY)
[D
I 5O'-a"BEl'ifiN[JPNCSlON.IOIH1Sf.IWL) I
~"P:;';Sfi"~!:'~;::=~ (JOOOPSI)
CONQl[l[ SIllEWNJ(
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S'AC(S DE5IOOlm FOR THAT US(
HANDICAP PARKING SIGN DETAIL
NO SCIt(
@
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:::~: ' ,
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C:'V,NUlAR--""" :'~::: .
eACKllLl ~:.... s.
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VARIABl(
STRAIGHT CONCRETE CURB DETAIL
TYPE V
@
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J:";I::l
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4. WOE
BLUE STRIPE
b
b
1)IIl(: ~llIC1:
05 01 01 521.009
RDR
GENERAL
DETAIlS
s.
IlANDICAPP(O
''''.
011..../00 rI.(li;
S:~I\OOlI\OI&S\am
IIIJ: .S:~\\OOt\ll.\lit.l.d..
HANDICAP PARKING STALLS
Q
<C~((})2
NO"""
"
llI'ICAL SNlTARY SEIDl SI'O:I1CAlDlS
10 BE USED FOR _AlE SEIDIII(\I1.CI'ILHT
.lHIl
l1AY _ REllONAl IIASlE DlSTRlCI
RE\lSEIl SEP1(1lBER, 1999
1. Sl.....d tpeclficotions GlIbe CIa, Woste IlIsltId and ...... De,artmenl .r
I,_l.tion .... oppI, for all work and _ ~ IhoI be ilsICIIIod
il acxor_ lIIth s.ctiJI 71~ .
2. ~or~~:,,:~ ;~~~t::!i: ~).::.
of P\t pIo,lic boWIq . cd dossifcotiJI 01124511.
3. PlJC sner IiU.. sW CClRfonn to the r..emeAts of ASTY D-J034-89
specif..t....r.UlnQsil sIus ~ ff'..... be_....pOco with
_omeric)aft.. and _ -.I dopI/ls os spedlIed._ 62 and
1.11 FilIb;s 10" and IorIJOf .... be _ or Iobricofed . accor_ with
"..... 1.11 lilt. 1llCIOuIoc.... d..- .... bolls and ""11 I'aII thIdness of
fl11il9" IhoI be SllR 2floscleflned ._1.4.1 of """r..1Ians. Costm for
doslomorlc pGls IhaII be molded with 0 IIIiWnum crOSl-leCtiDnd <<00 of 0.20
_. iIl:hes and ""form t. ASIY F -m opedIicoficn. fUlil9" oIlolI be
......roctured 0, Iforco or orpaL
4. AlIsonilory_lhoIbe.precostconcnte._.__with
ASTI.l C-418 IW:f Section 720. 0-,. lid conform to C-441 Kenl Seal 01
~I shall olso be appIed to all joiaIs and bet.... ,bet rInQs and cosli1qs.
Y_ ,lop IpOcllq shall be no mort than I&-/ndlet. _ shall be ..
t..led lor Ieokoge ;, accorlbou with AS1lI C12<<-9J. Slondord I..t Method for
Concrete Stwer Manholes by the Netpltive NI Pressure (Vacuum) Tes!.
It.. hstololion Old opefolian ctf vacwn ~enl and Rbling deCes m&.ISt be
in ot.C:or~ .ith rnonutocturcr's rKOl'llmeftdolions " perlormonce specificotions
who ho~ been proWird by lhe fI\Ol"MklctUfet' O'ld occcptcd by the El'I9inecr.
B. With lhe 'IIlX\IUm Inter set n pIocr.
l. Innate lhe CGrr1H'ession ~d 10 IarIr (40) psi to effect 0 sed between the
vocuum base ond the .trudure.
2. Connect the 'lGCuum pump to lhe oullel port wilh the volw open.
3. Drow 0 voc:wm 01 ten (10) inches 01 Hg. and dose Ihe wi\!!.
C. Accepted standards lor 1cak0Qe .-1 be estoblmed "om lhe IGpsed lint for (I
neqotive ptnu'e efIcnte 110m teft (10) 6chet to nN (9) nchn of mercury. The
R\O.Iimum oIoWli)le Ieokogt role lor 0 lour (4) loot duneter m<rilole musl be i'I
occorckra wilh lhe loIoPllJ
_Deplh
_umElopsed1lnefor.
Pt'tsSlIe Change 01 1 II\dI Hg
60 seconds
r; seconds
90",_
10 leet or less
>10 fetl bl.:t (15 leel
>15 feet but <25 feel
for """,,,ales Ii>e (5) feel in diomttcf. odd .. odditiOl~ rdleen (15) socands
and lor mooho&es six (6) leet ., diameter, odd on oddilional IIwt)' (30) seconds to
the tm, requf'emet'lts lor lour (4) foot diameter rnoMoIes. ror 011 manholes deeper
Ihcrl hrenty-fM (25) feel. Engi1eer .. determne the appficobte miWnum elapsed
time.
o. II Iht rnonhoIe fob the test, neensG'J' repon must be mode c:ru:I tM wacwm
lesl and repai's must be repeolfd untJ lbe moMaIe posses the lest.
(, If monhoIe pint ReiGnt, Oft pulled 0l.Il ui'lg the '4DCWln test. the momoIe
musl be disassembled one! the pint seakrlls replaced.
r. UcwIhoIn . be subjecl to visual hspedion 1Iiltt 01 -.d Ieoll, bei'9 repaired.
~ IM~ ,-. ,oolinq shdl be owli<d or_ _ ....- jolRl kCllll 6 _
obcwe to 6 i1chn below eodl. ~1. The w-opriote priner IhoI be oppIiKI prior 10
oppl",9 the _ coot~ "side joints I. be IiIed witb ",ecootplu<Jmoterict
6. lhe _ dlinneJ., iIdudinq .. rise 'iIqs ..... be SIded usinq IIIfl-_
'\Jnlland" or ""..- equm. Pra I. pIocomen~ Ibe I... 4 I1ches of Ibe ....-
cone n coslinQ frorne .. be deoned crad prined. The Unbond shall extend from
J W'dles betow the lap of lttt cont settioa 10 2 Wlcfles over the lIoncJe of the
manhole coslinl) hme.
,. the castine) elewJlions ore stt by pI~. tiowYtr, Ihe costiruJ' or. to be ocfjlsled il the
lidd by the Enl)ineet's r.esenlolrwe, st\lIAd 0 discrepanc, OCQ.l" belween pion grode end
existilQ lJfode. New manhole f~ and tocf NIl be instoDcd 10 establish 9'"ode.
Woxmum heighl 01 od;.ating rinqs sholl be 12-iKhn.
::
a Bodlf41 oror.mcl 01 slrucWrn and 011 culs WIdCf paved arcos wilh granullW materd
t,enc:hel opeaing wilhin S-.t o( poved fClOdllDp ~a11 be bodJ'ied with 9'anuIot
::~,: :.a:~:;~~~ ~~eoc:~6 ~th~S~I~r=--~_pb:t.
9. The Controctor shoD be responsible lor W$ifJ'ing thot all stale higl\wo)$, cil, and coont,
permits hove been obtohtd by the developer prtor" to stort of construction.
10. The ControctOl sh~ be ,equied 10 lumdb the developer's Engileef .ith 0 set 01 prilts,
motked in red pend, shoWlq octual JNef Iocolion and iner"l. to include 60teral location.
depth Uld Iengtl\. Such .OS-buill- prats must be receiwd by lhe [~ belore lhe rlflol
contract po)lTl<<ll COIl be aulhorized. The sanitary lewef later-ols ond stubl lerrrmolion
sholl be indkoled on Ihe SUlloce with 0 metal fence post set immediately obove said
t!fminolion point.
11. All SOIlilory sewer linn upon compl!tion !iii be requi"ed 10 poss 0 low pressure
oi" I~t. Said lest sbotl be conOJcted occorlfng to ASTI.t 1417-92, and sholl be
witnessed by on Engineer and 0 represenloti1/t 01 Ihe Cloy Woste District. The
leslinq sholl be in occordance with Tobie 1. Add D.5 psig lor eadl fool of .ole.'
above the sewer line beng tested.
12. Dellec:tion tnts sholl be performed on 01 Dexble' We olter Ihe fl1Dl backlit has been 11
place at teost JO doJ'S.. No pipe sholl tlCeed 0 verlical deflection 01 5% deflection test
::~~d ~'~~ ~:o:\ rn Thcc<x1:fo, ~~a~~ :e':for=~~h ~:~~ron
mandrel. PrOMq rinqs sh~ be ovO~obte.
13. All mondfet testing sholl be observed by 0 Professional Engineer lor
cetliflColion (WId 0 re{lresenlolive ollhe Cloy Woste Dislrict.
14. The ends ollolerols ale to be plugged t9'1 with 0 braced plastic (fISC or cop copoble 01
withstancfnlj 0 Dow preSSlJfe or tesl without leakoqe.
15. Bedding fot Oerible p~e sholl be No. 8 slone from 6-inches below the p~ to
12- inch~ obo~e lhe pipe. Bedding lor riQid pipe sholl be No. 8 slone from 6-
inches bao. the pipe 10 lhe SP'I\9 line of Ute pipe ond from this point to
l]-inch~ above sholl be fil sond or equi'lOlent I.tanhot~ shol be placed on
no 1m thon 6-incnes of NO. 8 crushed slone beddi'l9-
16. Water and sewer line crossWlCJs and separolions sholl be in octOldonce wilh Ten
Stoles' Slondards
.:..
11. Ifench sholl be opened svlrtCienUy ahead 01 p:pe lo~n9 10 feveol obslluClions,
and sholl ~e properly prolected and/or barficaded when left unollended
18. No .oter sfloll be permitted 10 Dow into the sunit(l"~ sewer syslem during construction.
Contractor sholl utiliZe 0 pump to keep lhe waler levrl below lhe pipe. Pllmp d"lSChO(l)e
sholl be direded to 0 5torm oulle!. Any p;pt enteting exislinq sewers shGII be P1u99td
wilh serew type methincal. braced plug ""Ii such time os 011 tKIs on the teWefS
hove betl\ compleled ond lhe liIles hort' passed 011 punch lisls
.
19. All _ Iot_ ilstGled ., tbe ......... Conkoclor .... be bedderllbe ..... OS the
main line 1Iftf. _
20. Fort~ (48) /lours _ shall.. qi... to Ibe ao, Req..... WostellOlrict ",lor I.
the _ 01 """ _1m Also, 48-...., notic. _ be .... pra to ..., Iestinq
ciani CIA the &ewer.
21. lIonhole _inq .... be damped "SANITARY SElI[R"' (_ Costinq R 1642 or
~and~:':::y~.~~ WoIorproof costinqs shall be _ R-1916-f1 and
22. 1he .......... _ for __ occeplonce b, the Do, I....... R.... "'Ie IlIsIrIcI
/WE
Siz.of~
r
10"
12"
1~.
Iff'
_ Constructed Slope
0.401
0.21ll\
0.22S
0.15X
0.121
...... .... -
1. SCOP[ fIF ewe
the wortI l.II'ldet 'this MCUoA h:IwdeI GI .._ .......
stann ___ Wet-. and rtdoted ..... lndrdIQ
:::::::.. 0:: ~::t,:c--' to COMp1lIUI the
2. IlAlDOALS
A. storm s..rs
t. blnlarced canct'N ...... plpIi sholl confirm
to ASlW C-7& kltest revhion, "'tit )*Its
conf~ to AS1\t C-44J lateSt tellIIion.
-..n slorm pipe k ~
..-
1. ".... _fared concrete mcride -=tioM
and st.- .tIaII canfonn to AS.... C-478 kltesl
"""'""-
2. ea.1Int IIftoII IN of unMorm cp.tOAtr. ...
him blow lWn, poroeit)\ hard ...
.... dIatorUIIn ., othw deIec:ta. 1Mr
IhU.t be emoolh ond ... dIIaMcI by tIaat
-blasting ., b, same oUw elPJIl'O'I*Ilnethocl.
.... IhGII be coot. .w.. ~ paint
..... thoII ,...t In 0 IIftOOth ~
=. ondThe~be ~ -= ::..~' or
AS1M A-48 Iotnt mtsSoft.
,. JoInt. - UUlIIoIe eectionI IhaII .. )Ilntcd
__ rabber tlllM .....IL The "** IJPe
...tl tIholf m..t AS'N C-4<U latest
roNIon. .,., monhote ond .tann pipe e...
canllncatllJ h waler.
c. SUIlDRAlNS
t. Pwforated plastic pIpe 8UbdraIM ..
ClDI\tonn 10 ASTW f-4O$.
3. APl'UCA'"
A. P..mits ond Coda - YM intent of this ....nan of
the spedrlC<llioM is that the ~troctor'l bid on
the wort COWll"ed hMein sholl be bcrIed lIPOI'I the
drowlngs ond lpKiflcoUON bul thot the 'WOI1l
INIII camp, with oa appUcoble codes and
r~lotlonl 01 omancled by ony woIverI. Coftlroctor
.nan furnIIn oil ~ MCaSOfr to 9It permfll
for cull and connections to ..tlng .......
a. lOCOll Stondorcte - It" term ~ SIcIndcIra- _
UMd Mr. mIOftI the standards of .. and
conIlrUCUol\ of the rapoc\iw: IlVlkipol
dcpclI'tmcnl ., utlllr COfIIPQfty.
C. ~;tL ~-==~t1n~':::"1n on~o~
drains encor..ntered in the ...., inltdkttion..
RepcW to the IOUlfocUan of lhe QIfMf on, domoQe
10 ..lItJng ocUwe ~t..
0. Worktftonlh-. - To conform ta all Iocaf. .tote and
notJonot COde. and to be apprOYed by all local ond
Ilate CICJ8f'lcin hoWl; iwisdiclion.
E. Trenc:tmQ - Lar 011 pipe in open trenches. Deepl
when .... local aulhor"lt,. ;I'" written permialon
'or tunneIlnt- Opetl 1hct ltenctl IUfficII:nt aMod
of plpdoyhJ to meal on, obllrucUonL the
width ot the trMctl sholl IMI the Inside pipe
dkmtter ,.. 24 IncMI f<< 12 Incha ceo.. the
pipe. StaMt oncI bI~ tr~ 01 ~ 10
protect Mdtnen and odjacent stNctureL All
tr..chin9 to COII'lpIy _th OccupGtlonal Safet,. and
...th AdmInIstration SIOftdordL K.. ~
troo Irom waler whle conslrudian Is In progr....
u.... .. drcumstonca lay plpo or oppurtcnancn
:=:!o.= 10~:- noI~rGII=
-.
f. ~ ~ -at -:::. "'thelhe~Oflslhe
UAtUiIobIe for supportin; .... onc:I GppLII1enonces
tpedl1ed '" thk seelkln, sudt IP8Ciol support.
In oddiUoll to Ihoee Ihown Of apecm.s. .ttoIl be
provided 01 the Ef'llJInew mor direct. and 11M
conttoct ... be adjn;tecf.
G. BodcllDlng - tor 0 depth at 01 Ieost t2 Inches
obcwe lb. top or tile pipe, bockfll with earth Of
r=I~:;: c:....;.amt:: :S~:*
lnorOUlJhCy. 1otIn; cere not to cllstwtl the MM-
for lhe remoInIng trench depth, boddilS with
eorth Of ;ronutor rnoleriol contoinlng stones or
roct.l not kart*" Ihon 4 Inches. Bockfll under
and wlttun $' of woIk.. ~ oreos, ....._)'1>
oncI .tr.., ~ 1M WoncAor malllfklf onIr -
lhorOUQtltr compoclecl b,. opJItowd methodl.
H. Mon/'lole In....,tl - Construct manhole now eMMeI.
of concr.le ....... pipe or bride, Imoothlr flNIhed
ond of semi-circulor eoction ConfOfmln; to lhe
lnsldt cr.ameter 61 the caMeclln; IeWt!f'L Woke
::1: ~y'e:.Ofcur: t~O:'':: =:. n
'Of 011 eonnectinq 18_'" ot each manhole.
I. Subtlrolnl - All .wdr"oin. .hoU be or \he Ilz.
shC)Wfl on the peon. ond shall be consltud.ed to 1l1e
Qf~ Ibown. All drolnl cOl'\tlltuclad off-lit. 01
pelf! of the oytlst droin will be locoled 01 Ihown.
oJ. Utilities - It ItIGlI W the ruponsiblitr of each
contractor to ...rify 011 IlIiltinQ utilities Clfld
condition. pao-toining to his phose of the work.
It ltIolI 01.0 blII the COfltroctOf'l rnpon_~lty 10
conlllCl tho own.... jJf the 'IOf"1oI.o. utiUUn lMlClI'"e
work is Itarl""i The controctOf sholl notify in
wrllirl; the owner. or the enQinelll of any chonlJes.
CtforS Of omissions found on thn. pions ClI'" in thc
lilIld before work is storlcrd or (esumed.
Ie. C6ntroctor to ;rout jDinltl inside Itorm
.truclutn ....ere pipn enter or e.it
and between Itrueture QI'ld CC1Stk\9.
.....-
I. SCOPt Of' WORK
1M .art ,....nct under .... -uon IndYda ..
caner.te and tllturNmlul pa~ and r.t. Items
MCenCIl'r to complete 1M wotIl lndlcated an ~
.... delc:rlbecf In the ~ Indu~ but noI
...... '"
M Iv_tS. port"" or... 1ft COlItroct IlMitI
Curtlil Ol\d ;uU....
$idlwoI:ktI ..:Ii cancrete ..... edec1Clt .._
2. lIA1EIIIALS
A. Concrete - Concrete shcI be qady-miaed c:onctet.
oad Ihcl&I be 0 mbl of propotUoned Cine ond
cocne oggr...... wi" Portland cement and woler.
...... cement co....t IboII be I bo;s 1M'" cube
pel of coacrete and ftICIII1nwm wi. conteat IhalI
lie &..5 u.s. QOIIuRI1* lOCk of cement. ~
moisture In the oe9f"euot.. $IIurnp for AarmoI
..... concnle IhoI be 0 modnum of 4 Il'l~
Oltd . mlnlrnwa of 2 Incbea. the elump of mocNne
,aoced conctelt IhoIl be no .... lhan t-1/4
IlIIcbIeAiCll'moreu...lllacha. 5toncfard....
AS1II C-t43 .. .. UMd to ........... IIuInp.
toqwali.. WenQtb of concral. ot 28 do)' sholl
be 4000 pili. All ed.w concroto ... fwNt
air entrainment of U to u: by .oIume per ASlM C
-210. Ael~ of ddwlred concrete .. not
be oIIowecL Concreto Itd be compot:ecI of:
1. Pc/Ittbtd ,*,*,t - Conb'mln; 10 ASlW C-15O,
TJIM &A. . t_ SA.
2. Afire9otes: CclnIonninQ 10 AS'N C-,D
). WIIlor - ShcIIl ... ctear and trM from
Inpriou,l ornounll of .. ocids, oIko1ees.
:=.*cwac':t..... ar ot.twr d*l.erIous
I. W8lcIed 5t.... WIr. fClbtIC - VIIh... requ"'d lar
concntte ,...e..... .... conform 10 ASTW AtaS.
C. PreMOUlded Joint flw - Sholl be 01 non
;:~ '~:t ':,~sr,w c~;Ce1a.::t that
eonstNctlon moy be either non-edrud1r\; or
reslionl
D. Bitumiftous Pavement Uaterloll - All molerials
ptcpaud for the COt'IItroe1lon of bUumineJul
pollO'ftClAtl ~ COMpI, with the "'dicno Deportment
of lrOMpCltlotlon. ~lioM, 1* Iotesl
.........
L Compacted Aftr~ SubCMIse: Sholl be aulhecl
atoM or ..0..... CNIMd;r1Nd sholl be 0
mMmum 01 35K t:rwsbad -moletioL O\.t at\oI:I be
ImhecI to 0 mOldrnun'l. of ax of the 10101. WOIetiol
.t\CIII be If.. lrom on lIllCe. 01 not. eton;oted,
thinfl Iominated, ~ft or diain....ot.d peKes:
ol\d IhoII be tr.. lrom "oem.,.,t. cooted with dtrt.
Compocf.ed OVlJfl9Dt. sttoII be WoOed 01 loIIows:
S PASSING
'00
60-100
10-00
55-60
35-60
25- 50
12-30
...,.
S1E\€ Sl2l"
H/2"
,.
~~=
~
'Xl
1200
3. """'-'CATION
It.. troclint - 00 an,. n__y trodine in odditiIM 10
UKII I*funMd k\ 0l:CCIf~ wit" E<<thwwk
See:Uon. 10 brIn; subgradn. otter flnaI
~ to 1M r..... ;rocln and sactionI
tor .... irIlprowwnenL
I. Pr~ of 5ubgr_ - Ramo..... lpOftQy oncI
00..... loIl'lWitoble material ond reptDu with
ltabIe motcflaL No trafGc .. be oIIawed on
"..... aubciJnlde prior \0 pcMn;.
C. CcltrtpocUon of SubcJrode - The 'hi 6 kacMI bel6w
1M lUbc70dct thClII be compoctlCl loot IecIt laos
~~~~6~tr :t:t::= by the
pr......_ from standing on 11M compocted eubtrode.
D. Utll1l.y Sltuclurn - Otedl kw" COI'f"ect elInatlon
of oa monholo co.... llOiw bous ond slmIor
strud4nl _olai with.. ClteOS to be po"'" ond
moI<e, or ho.... mode. ..., neonsory odJu.tment. In
..,en IlNcturn.
Eo Aocine Conctet.
t. Subgrode - PIoee c:onCfele only on 0 moist.
compact.d subwode or boa. If.. Ifom loose
maleficl. Place no concrete on 0 muddy or
trozen .subQrodl.
2. form. - AU (orms thaIt be "ft I,om warP.
tifllt enoU9h to prevent leokllge and
abStll'1tiol ~ 10 moinloin their shope
and poaItion without sprlnlillnq or IeUlIng.
when concrete is p1oced. form. st.olI w
cceon ond smooth immed'.otety bdor.
conc:r.tlng.
J. Plocln; COf'lC1ete - Concrele sholl IMI
~ted 10 oa to requir. 01 litUe
rehoodlinq os ",GCtcoblCl. When con~ote is
to be p1oc:ed at on atmosp.i\eric lemperature af
:. ~:.:: 6~:;'~tP:f"r,:~~~i~~ 01
Sp~jfil;ot;on. latnt re"u;iOl1 sholl b.
lollowcrd.
f. Concrete Curb
I. [aponsion Joif\ts - Sholl be 1/2 inch thick
prcmoulded bet.een .I<<m .t(uctU(es " curb.
2. ControctiOl1/CDntrol .wints - U"lus otherwise
pro'lided. contraction joint, 5MB be sowed
fK scora<! jointl spclc.d 10 'eel 0I'l c""I.<, ..elpl for
intcr::'iCe\il)fl radii othere joints shell be ploced S' D.C.
.-t finish - lamp and screed cOl\crete os SOOll D$
r::a..=:~c:~~:Y'/~~:iu~o:",~
oth..- cor,.,.... to roctii el\o.n.
c. Concrele 'iIlclIks ond Edl!l"ior Steps
I. Slopes - PfOv;oe 1/4 inch pef loct cron
slope. Lloke od).lalm.ntl in IIopec ot WGIk
intersllCtioM os fleeeSlOl"y to provide pr",er
.oinOlJ&
2. Dirnensions - Walks ond slcps sneil be one
COUfStl cGnII'uctiotl Qf1tJ of widlh. ond dctQ~.
shown on the dro.lngs.
J fir1ish - Screed concrete and trowel ..ilh 0
ateel trt/we! 10 0 had dens.e lurface oller
_'jJU r<<ll..- hall dillappowed. Apply medium
btoom e....iJh ond Krllle control jointll crt !.
fool 1IpQClncJ. p.~ 1/2" exptxls>on plnb
where IIlcl..-olk~ 1n1....HCt. ond at 0 mDllimUm
lIpaciug al 48 f....t bel.ecf'I ..por>lIion pints..
VI
H.. Cutin; ConcteM - Eac.pl as oUter.... spec:IOed.
cure 011 COlICI'ete by CIf'lII 01 1M mlUlodI deactlted
M s.cUOft 501.17 01 .... hdIono DeporInMnI of
~oIton SpecUicaUonl, lot_I rNllon.
L Bituminout Powecnent - HoI apholt concrete
~l II'lClI 1M 01 .-cIfted In Secllon 40J of
~~~~~l~ not
be permitted cIuMti urJuvotabla weol.het or ....
.... temperabn II 40 dqr... F". oncl fcI""'9-
J. c:T:t:'~-,:~ ~ ~=-=-.:-
lulIy compodad aubbOI& Compoc:t1on shoa be
==~~=.o=~
CQlT'IPOCIIon .... SkndCIl'd TntlnQ Pr~...
~ curH, ....... and INIIla ond 01 oa pIoced
noI occ:....... 10 .... raU., the OWtllJOte
material Iholl be tamped with mech01ic:al tampers
or with ~hoAd Iornp<<L
:z
2J.1heConIrocI.. shdl"'....._......ltloftheslope.,the_for__
aection as consltvdion prOQftsSeS. Such measurements stlGII be ce1ired b, 0 ~ered
l1lIld SunojOf or E...;o- and be .- ...sil. for ........Iillll ., the 1lls1rld',
IAspeclor. No mote than three manhaIe sectiaM: can be constructed iA odGa olluCb
mecsutemenla.
24. In the htl'Il thol Inc Contractor does nol meet Ult m~lnum slopes. the sewer seclion O\d OA,
other affecled sewer secticm; sholl be recenstfucted to meet such minmum slopes.
IAIllE 1
lIIHllIUY Sl'{CtIl[O 11llC R[(lUlllED Foo A 1.0 psi;
DROP Foo SIZE AND trNG1H or PI'{ IllOICAlEO
1'"... Imitun l<nqlh lor rme ((I"
Oiomeler rlTle, Wi\imum llll\lJllf
il. miI:s Tine, It lel.th, 5
100ft
. 1:'6 S91 0. l .46
6 x40 l86 0.854 l 5:40
8 C.J4 - 298 1.520l 1:.14
10 8:26 219 2.741. 9:28
12 11:20 199 1.418 L 11:20
16 14:10 158 1418l 14:10
18 ;1:00 1lJ 1.682 l 1:00
21\ i~;~- 114 10.'10 l 18:60
2. 89 1J.61. l 22:'
2 25:lD 88 11.lD6l 2&51
lD 2&20 8D 21.188l 96:11
Jl 11:10 12 25.8521. 49:05
18 .14:00 Il6 JO.I88l 61:11
SpecilIcof... Tone ror leoql/l (I.) 500... 1Nn:.
150ft 200It 250ft t 400lt 4 t
46 ~46 ~46 ~46 46 46 ~46
5:40 5:40 5:40 5:40 5:40 "42 6:24
1:.14 ~J4 ~J4 ~18 8:~ 10:D8 11:24
9:28 9:28 9:61 11:~ lj;~1 15:.9 1~48
11:20 11:24 14:15 11:05 19:58 22:41 2ScJ8
14:10 '~48 22:'~ 2&42 31:09 l5:J6 40:04
19:U 25:18 12:01 26:27 <<:52 51:16 S~4t
26:10 .14:54 4~11 52:21 61:00 69:48 18:31
.11 .5:1I 56:58 68:22 46 91:10 I02:Jl
. t6 51:41 12:01 86:.12 00:11I7115: 129:48
26 11:13 89:02 t0l:5O 124:18 14
64:18 88:10 10~49 129:18 1:lIl:43
16:55 102:12 12&12 I~J:IlIl171l: 2lO:46
~
I;
iI
I~f
ll!.S
::E
VI
.----- >
:z
EAR_
5. HANDUNC Of' JDPSOlL
A. R_ aD organic matcrlOII from the ontQI to be
0CQClied br bciIdIncp. roads, wab CRt porting
.... PIe and slor. tap" 01 0 lar;atlon
...... . wi! not ....,... willi CIOI'IItnIctton
.......... TopIOIlhaI be rClOliCll\Cdlly ....
tram IUbI:oI, .."..., ..... ;roa, Itonea, .:t.
I. A.... ~Uon of de ~ ond .w.urf<<.
utJiI, ....oIIoIion. tap .. -.011 be repAoced
In ONQI dnI;noted 0ClI Ibe woaion control pion
for ...erne and/<< 1ilIM'll). An, nmoInIn; top
.. .. be ...- lor &nisMd tfGCIine OI'euncI
stIucbtt_ and ~ 01'-'
~~
Schneider
!HE SOOlEIllER CCAPORAlION
HIstoric: Fort IIofflolan
8901 Otis Avenue
Ind"lClIlOpOf... IN 46216-1037
Telephone: .117.826.7100
Fox: 317.826.7200
....lChneId<<corp.com
Archllecture
CMI EnQineerlnQ
En""_tol~
GeoI.....1c:ol _
GIS e US
Home BuIIIer _
Interior DesIgn
t...d s.r.o""g
landscape- Architect""
Transportation En9ineering
e--;
U)
~~
........ ........
P-. A...
U) ........ a:
o ~i
::c: ~ &l
E-< _y ~
~ UQ u
~ ::c:
::C:E-<
1:0
o
~
d
":~
~@
1l~
rn~
]~
~~
1. SCOPE or WDRlC
A. Ellent: The wen required 1IOder" thOs ucnan
con.ilts of GI uca..atnt, fiIIint, tOUQh 9'adinq
ond ralated iteml nec:essory 10 complete the w<<k
iAdicaled an the drowlnp oncI detICtIkd ... the
apeclficoUona. The ConltactOl' IholI notily In
writln; the 0..,'" CIRCI the EnQinHr of an, chCncJn,
errors. Of ominlonl Iound an "'Ie pIoM 01' In
IftI '. befor. work is alerted Of ,esumed.
1. ... pn<<oI, the Item, of wortc 10 ba
performed under this IKlion .t\oII indlldr.
daarinQ ond ;rwbblng. remollCll of trHl and
.tump, (.here requ1red). prolecUun 01 """'
to (emaln. ItrippJn; ond Ilor. of toplOi,
lill compaclian and rouQtl cyooln; 01 Of'll.1
~I&
2. hc:ovotad motetiol that It suitobl. moy b.
ulCd for nil. All unluitobll motetiot CIl\d
oll -..rplt.ls e.cavoled moleficl not required
shoD be removed from the slte. Tt!.
Iocotion of clump and length 01 hewl shQII be
the Controctor'. rcspoc'\sibillty.
1. Provide oncI plac:e ony oddltionol fill
material Itom 011 the slle 01 moy be
necana)' to produce tne "odes r'QI.I..d.
F"lt obtained tram oil lit, sholl b. of klnd
ond quolity os lIipecUied far ml hefeln
ond the MJufICe appro....d by the Owner.
.e. Jhe Controctor ..oil occapt the sit. os he
flnOs 11 and IIhaII remo.... 011 trolh, nbblsh
and doOri, ',om 'he lite ",iar to ItOfting
..covotion.
I. DtgI()gllON or unuTlES:
A. R" ond r.".,totlona eowminf;f the rapectno.
ut5tln Iholt be abew'IJed In enculln; all wcrk
under Ibis Metlon..
B. If octiw utiitiet ae encountered but nol Ihown
an tht .o~ 1M CftcJIneer IhoI be odviAcl
befOl'w wen " continued.
C. Inocthe oncI obondonccl utllllea oncounter.t In
~~o~ '{=-~~~~.:oak ~cmoYed.
pluoge or CQpper:l _ dncted by the Ut1l1ty
~,.....",,-,
D. It SftCII be the ,........It,. 01 ctOch CQQtroctor
to .-i., 011 aislin; uti.... and conditions
petlGiM\t 10 his pI\Gu of the work. II IhoII
ollo be Ihe contractors rnponsl)lity to eontact
the ..... of the _ious utilities beforw _k
isalarled.
7. SITE GRADtHIk
.."'05/01/01 I ~5;.O09
IlllA'Ml ft ItMCXE081':
RDR
$/"111I\,(:
SPECIFICATIONS
OlIA.-orus.:
S:\S21\009\lltCS\C9OI
1lAU: s.:~I\OOi\Oe9I\Tilkl.",
$H((INO.:
CC90Jl
11
B. Worlc not included: TI~ follow.'Q Iteml of
relotlCl work Of. specilied end irlcluded in other
seclions of It\ese speciroc:otiona:
A.. GtGClel:: Conttoctor sMIl perfOf"m 011 c:uttit'IQ.
~~ ~:~i::;q~::~J:ctro:,~ todcy~ os
st..-n on the c1(owinQs.
I. [llco'O"Qlion. qrodinq orod bocklillinq for
utility linn
2. Slorm df"oitIoqc systems
J. SonitQ(y 14twer l.,stems
4. Streets and PO"""g
5. Wat,r ""pply syltllfT1
B. RouQII Grocfll'l9= the takronce for paved oreos
shoI not ellceed 0.10 'eet plus or minus oboVl!
the estGbIishad aub9"ode. All other oreas sholl
not escnd 0.10 feet pia or mnus the
estollGahed;rode. AI bonks and other bias in
Vode IboII be ramdad 01 top and batlom.
C. Compoction Requirements:
1. All b..i~dirlQ pod areas ItKIn be cOf'f'lf)OCled to
Itondordl .pecilied by laco! ond/or slote
builclinQ codea.
2. for compaction requirement. of pOved oreos,
Me Itre.t speclfocoUons.
2. 8[NCH "'ARKS
Maintain carelully 011 bcoch marks. mooumcnt, and olhef
r.lIlVoe. poinlll; II Oi,turocd 0( dellilfOfCCI. cQflltoctor
shoJI contoet Iflginel:ff.
J. REWOV",- or TR[[S
A.. RemoVl! 011 trees ond stumps Irom orco to be
occupied by food ana surfaced Oleos. Removal 01
lrees outsid~ th~$e oreos sholl only be done 01
noted on dlo.Ingl ar approved by the OwnOf.
B. All bruth. IIlump., wood and othM ,.kI.. "om Uie
treel sholl be b..ir,,,d onslle or rcmaved to dispo$ol Ofeos
off of th. sile. OillpollQl by burning Shell not
be permitted ufllen prU$1ef pefmi(1 Of!: C>btoj"ed
(wn.,,, applicable). lhe lacoliOO'\ of on sile bUfy
pils sho" be: tJ<:signQtllO by H'<: oorrner Q( tho
Enginccr.
8. Eorlh Work BcrIorw:e
The C()(Ihoctor shall COC'ilifm 01 eOfthwork quonHtie,
pliot to Itorl 01 cOftatruetion. If an ..cns Of
shorto;e of eorth hi encount.... Ihe Contloctor sholl
confirm with tile Owner QI'ld [np.e. the requlremenls
tor stoclq)llntJ. remoyql OC' ~ of 110ft".
~inor odj.lslments to the Ql"ocIeI moy be required to
eorthworir, balances when minor e.cess moterial Of
sI1ortoge1l ore encounlefec1 It is fecognized by the
pot"lies hereto that the cQlclAotions 0' the Engineer
In determinftJ earthwork quantltla sholl be 0(:-
campllsned in accordanc. with tn. Am.,lcon Sexl.ty of
Civil (n9in_. SlandarcD far -.di cCllcutotlonL
rurther. thot ...... colculoliona or. ...,bjlcl to the
Int..-pretotions 01 soli bOfin(tl 01 1M 'physleol limits
0' lI\e _ious sol 1)'p'I. 0110 tile allowable _ialion
in r.,.,ieh gt"Ode _d eompoc:tian ,.,mllted the contractor.
and thot 011 of 1heae j)orometers l'Nly ecwlC eiUler on
e.cen or ahorto;e of octuol IOlthwork moterioCl to
cQ<nplsle the pta~ct. If....ch an Gc:tual mlr>or '.C"II or
shortoQe 01 moteriols OCCUfl. the COl'llfoctor sholl
conlact the l19neer to detlfmfto if odjJstment con be
mode to Corlect the Imbolonc. of earth
4. PROTECTION or TRU:S
A.. Ceneral Ptotection: The Controclor tholl be
'"pOt'llllble for lM prolll(:tion 01 tap.. trunks
ond roots or billing IUlea on the projtct lile
thai ore to remoin E.i,ting trees SI.Ibjact to
conltrucliOl'l dome'lo .0011 be bo.ed. fenced Of
otherwise prol~eled bclore ony work ill .IOfted;
do nal Itockpil. ..ithin brar'lch Ipread. Remove
'nt....ftll';nq b,,,"chn ...i1hou\ in;..'Y to trunks on<l
cuver ICorS ..dl'l lree poinl.
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kldianopolG, IN 4621&-1007
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Fax: 317.82&.7200
_w.sc:hneidercorp.com
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GENERAL NOTES:
1. II CASE or QDEPMUS IOWDIIHE IUIIIIG K PUIIT lIST. II PI.J,N SHALl DCTA1E
1 A1 StIIB PUICIIG MUS 10 II l::fMIO W1H r lAD IS HDXD HMD1lO:D lARK M.IOl AU CiICUD CXMIlIDS SJW111: aMlIED .It
r SttlOIID HAIDIIXIIBMlI IUDl IlllQI SHAll. lIE NIfIO'O BY ~ MaI1(CT III) SHIU II __ II ImUE AM) CCl.(J: ,..,
SML II: CIRIIID filii SAM.1 . UIfI]tIC CftIAlDIS. II) utlIl'ftIlI,QC 0:1 PRDCESSm lIlIl lRIMIC5 _ IE MDPD.
1 M11fP1lMD ....oocur IDID: stW.L II IfRID II AU. RJlnlC IDS AT A KAlE SJl(CfO BY IUllfACUD felt UOt PL.WIltNIVY.
4. fIW. fIUlXIPI' IS PlMf IIA.'DUI.S. [It. SHAt1 BE APP8)O In' H I.NI)SCAIl( ARCH1lCT &mlR( Pl.AIf1IC ClUA1DIS ,. 10 PRIlCIID. oW.
1R[( UlCADlIG SIW1I1IWl1lD .lH A UIl STMl' ltOCAlIC YAR(lY NC) SI2[ CJ 1R[[. Al CJtIJHJ CXIlO All) ~ lID LID StWlII[
IIWlICED .UI HDl.Y W$IIl( HIlI IllS VOl DIX:ASICIW. IIXD $tM[S fl>> rm:RDftL AlL SlM(S wu. II: IEIIl'Q) rcu..c PUN_
ClPOAIDCS. UtIlSCAPt MI:IIm lDERG K IDtT 10 AO.USr PI..M1' L(X;A'US CH II: SIlL ~
S. tlD SU851IUJIDIS fll\Nf1 MUMS at. IE M.lDIlD. r PlMlS IJl[ NOT A'iIIlUa[. 'K CDmtACIDR SHAll. IIDl' lJIrIlDf[ MQIt[CI' ffta
TO 8IXDIG .. 1IRlIC. Ill. IUIIIS SW1 II( ISU1[D AfI) 'ACID .m FQO.ECT LA AT IUl!DY CfI CQI1IACtCIlS GfUWI)N$ PIlOt TO IIIMIG 10
... S1t. lUllS MAY 8[ II5IU1lD MIl AfIIIlO'4D G1111tEC1DJ Oil K .KlB SlE BY K l.NIJSCAf( MOIlltL
6. AU. fUNIS SHAlL 10:1 at oam.... $INGMIDS rat IUt!'iERY SlOCIC. ... 011..... AS!I"l fCDI .... NIJOM ASSOCIAlOI Cf IUSI1nIO.
7. PUlI1S AIC) M.L OltO *1OlIN.S 10 II: mlRED (II SIlt 1&1.11: f'I..AC[D WOE KY m tIIf COtrIflCl .lIt CCIIIS1IIaI:lH CJIOtA1OC5 All) jS
llIl(CllD BY UIIl5<AP( ....m
I. IU. UIGSCtf'( IUIrQII:S SHILl. QlIRANm f(ll A POIICD cr (IE \tAR Rll.CiIItC F1W. II!KCII()I 81 lNIJStMl( IRCHIItCt AT OD IS 1ttS
flOlIU). PUIO IlADAL 10IID IIUD GII UN5AlS'ACIOtY BY INCDSCAP( AROIlECT g.u,u IE aoucm IJ JI) MP1IlIIM. QWtC[ 8't' H lNIJSCNl[
CllII1UCTlJI.
9. LA_ StWL. If smlED ta.LMC S5I:AIlF'l1NC, I'IlAL atArlIIl. RR1lJlJC. AtI) RADC. LAIN 9tAlllll f(l1IJZQ) n ..24-10 NW.1SI$
RRIlJl[I At A RAl( rs IIlBS PUl1QQSJ'. III) l.Il APfUD AS OI:TATED BY SI.S lEST fIIOllO SEtrMC. UIII5 1D .. SUOCD .tH I4C:IW<<:IL
SPAEIXU AI A 1&1[ tS $tII5 PEl tL1IlS'. APPlY saD 1/2 tIlE IlREC1IDN NIl 1/2 POlPOIIOJLAIi 10 DIE fItSt t.DIIlY RMt Ra.L .1M 2CX) lBS
llllIDIlIlJ Ol'PlTHlllIIOoWltnllllllllHC.
10. 111 I.>>I)StAP( CC*WCUIt SIUU. C8TMI MID 'AY Fe. IU. POIIlS All) fu:S !HAT WAY II I[G.IIlEO R11115 PC111IlII CI' 111: IOIll.
11. PL\1UDSS 10 &: USED . fIIIGUt HU. I( lICKS': CR UlCalID UAtEM.. 0tIXXlAl( BR:D1N .. ca.. MG CXIIlQ![D r6 PIII.WLY DEctlW'OSED
'4(lTAIl[ MA1(IW.. f't\f MD5S to . YUlY IfJtJt II QUlAClOl NIJ SHAU. IE APPIIO\O 81' ltll lMGSCAP( 1AOITECt.
12. lMDSCAP( conuC10R ~ .." UiNDSColI'( ARCHITECt . IIlIJIIC PRG 10 8D DAtE IF Nfl Pl.AN1'S t€/SI€ rms YAY 11)1 SI.IMt .
lOCAlOfS AS IIDlm OM tHE .....
11 AllIllSTlIIII:D WM AIbS SIUU. . smo AS NOlED. PDlIWOT smm l,.A'IHS 9Wl 8[ SUD IlP AS APfICMD BY 1NGStAPC ARQI1[Cl
SUD IIX ~ CONSISf CJ .14 PCUIS UU9I m BAlDI KEII'11D" 8U(0lASS, 2fI PO..IClS PAlltt lClHu:n Il.I.RIlASS. 20 PIJJIJS POIU"
FtSCI.I: NC II PalIGS cuUO hi: IUOIJ) PUIlIUL I'4atASS.
14. M.1. LA.6 glAl1 ([ tJlllMdCm m HAl( It nu LlfFCAI. StAlf! rE ACCfPTAllI.[ CRASS AT 11( flrlO tt H 011: "UR ClJARANlIT f'[R((l .1M II)
BARE SPa!S CQIMSiNC WCR ltWI 21 If NtY LAW4 AIlEA. ANY ARtA so NOIUl Il.l 6( S[[OC!l Vlllt IIH A/:aPT1IJ[ $JNI) f1" CRASS IS
[SlAlltSHEO.
15. AU. UN)SCN'{ IUICIICS lD a:1UIIlMC BY CCIf1ItM:1Gt FOIl 10 DAYS ~ FIW. IfSP(C10l BY t.MGSJ:Ml( MOII1(C1. All S[(D[II lAM
$tW.I. 8( aUMlMID FClR &D 01.1$ ~ F1W. I9lCD BY lNa)SCAP[ ARQIlECT ArtER .,mN 1[000Sl fltCIIlH[ lMI)5[;AF( CQinlAtT<R
UAIIltHN<<110 1IC1W( IAIDlIG, t((IJHG, CllltYUIC. WlOtXC. MOWHG. NC) AU. ODt:R ~ClSSNIY QP(RATIQKS RrQIJKD f~ t'~(m
[$1I8JStW(HT CJ" l.AINS _ I'lMlICS
16. CONlRACu)t to SUIIIllN' IClS 011 00:" nP( fX WJRI( AS R[QlJfO BY I.NmCIK MOIIEtl.
11. AU. u.~ AR[AS ._ LAllI UlII1lJ($ 10 REalI( f" NftOO TCPSaL PfaOR m SEt1lINC lP(R^fltlfS.
1& BACXfll fOIl 111[( l\ANT,oIC SIW.l II FRCIl DlSTIIi us. A $-lD-S AHAll9S SlO'M RUfAS[ HRIllltR
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1llE SCHNIlllfR CXlllPORI.11ON
Historic rort Harrision
8901 Otis Avenue
In<foonopor... IN 46216-1037
relephGne: 317.826.7100
Fox: 317.826.7200
WII'W.tchncidorCOIp.tom
Architecture
Civil EnQi1eerng
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GIS' US
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8901 OIls A.....,
Incroanapor... IIj 46216-1037
Telephone: "7.826.7100
r ax: 317.826.7200
www.lChnoidercQl.p.com
Architecture
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I. lEUPORARY CONS1RtJClI~ fINCE TO TO B( USl:O roo TREE 1'tl01EClI~ ~W.L B( lNSlAUED I'tlloo TO C~SlRlJClI~
ANO REijAIN IN PlACE 'N PlACE UNlIL CONS1RuClI~ IS CQijpt[ IEO.
2. THE TElIPlllARY CONSIRlJClI~ fENCE 9lAU B( 'NSTAU[O ;' fRQij WENT or IN[ lR([ CAN(J>Y.
3. A gQj SIATINC '!REE ?ilESlRVAlI~ 10Nt" Sl1ALL BE INSTAllEO ~ 'HE ILIIPONARY COOS1RUCllON rENClNC.
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EXlS1IHC !REES~ AREA
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Historic Fort Horrision
8901 OUI A.....
IndKlnopolis, IN 46216-1031
Telephone: 317.826.7100
far. J11,826.12OO
....SChneidercorp.com
Architecture
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