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- SHT DESCRIPTION
C100 EXISTING CONDITIONS
0 20 40 B0 0101 DEMOLITION .PLAN
31, 60 C201 SITE PLAN
t SCALE: 1'-40• C202 GRADING / UTILITY PLAN
C203 EROSION CGS
'► C204 EROSION DETAILS/ SPEC F1 CATIONS
C301 STREET PLAN & PROFILE,
C401 ENTRANCE DETAIL
C501 SANITARY PLAN & PROI
1 C502 SANITARY PLAN & PROR1LE. DE : AILS '
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11 ��Q C701 STORM PLAN & .PROFILE
SMhB C702 STORM PLAN & PROFILE, .-DETAILS
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C801 STANDARD DETAILS
`r d= 4 C901 STANDARD SPECIFICATIONS .
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CONTACT PERSON FOR
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Posy O'r�t1E R — STEWE.H
Tc-�,.so - GAS Cn - pT11EK$ GAS 1924-3311
11 91)-4312
TELFPN4HE - '.'Z2-42S8 � 252-3000
DE P T OF PUE3EIC WaWS - CARWEL 71-2444 571-
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1 r+DUxAPOIIS MATER.COMPANY 33-6347 �`
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COUNTY H0iWAY DEPT 773-7770 776-9M4,
° AWT — DMIA' f WEYER 232-5322 232:0223388
LOSUS 00 9AMY'OR — KENT MA4 776r-844 T?'v-
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TKON UMrrS mcay"= DON'T �z: 1-800-382-5544.
DK3 CALL TOLL FEE
BLIND 1-800-428-52Q0•
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FOR CALLS OUTSJDE OF. MA ;
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PAUL_ L CFrE TEAM 317-812-6777 (ax-841-47A• `.
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PROICT 4GR GARY F- ►HURRAY EXT. 677
PRO%IECT Eft JOSEPH E. SC1iAfS1K.L EXT. 664
PROJECT 9YtiEYOR ROBERT HUTICIOWN -+-gym
TECK SERMICES T1 kaS L s�uode&axq LX1`
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SET PEV15lON -
AS BUILT
CERTIFIED BY: • CIVIL ENGINEERING TECH. SERVICES CK. DEVELOPED Y Fx.E R
PAUL I. CRIPE, INC. LAND SURVEYING STEVE HENKE '
255 EAST CARMEL DRIVE ( ; ., '
7172 GRAt-tMtit ROAD • ARCHITECTURE PHONE NO. : 31 7 844- 4693 ,,� ,
r INDIANAPOLIS, INDIANA 46250
oe DATE 317 84 -6777 • LAND PLANNING �.-��_9� DATE CARMEL, INDIANA 46032 1 1 93366- 20100"
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c s U ilU TY RISER. ELEC. OR CTV •t 1.
• ❑ E.T. ELECTRIC TRAxSFORWER
E ELECTRIC LwE (AERAL) 1RAFFIC SIGi'I ,
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TE, PtOKE 11JE (AERAL)
C CA&.E TELEMSiON (AERIAL) � t,
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A► FIRE HYDRANT �� TOP CURB ELEVATJpN ' I
r , - - - ~ ►� VALVE GUTTER ELEYAION (G1R.)
GAS LINE �pp'.� CONTOUR LINE ,°•. t
- G j
MATER LINE T.C- TOP OF CASTING ELEY, -
&� _ '_ --�-
. j � INV. INtiERT EIEYAT>ON
' X SAJUTARY SEwfR Jc 1iANNOLE •P1F'E, '
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�r xs d,�� \ \ \ \I ��. �'^V' ` LOCA%KS OF ALi DGSTI4 U�ND UTILITIES '
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. . NO. '' SI i'r, ' ♦� / �' V»ar I �� •�� , 'Fo 1 FOR CAL15 OUT280F M1DiAN PRIOR 10 ANY k4D Al L Cpr1ST CT T j
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,�1�� ,,. ``"� ,,�pNAI. +• l• ° , ° r HENKE FRONTAGE ROAD `:
REVISIONS REVISIONS • CIML ENGINEERING TECH SERVICES CHECK:
DATE: DRAWING TITLE: DK. TYPE FILE NUi�BE;R
CERTIFIED 6Y•' PAUL I. CRIPE, 1NC4 • 4-2'-95 EXISTING C 0 N D I TI O N S
LANQ SURVEYING III ;t, 7172 GRAHAM ROAD ♦ ARCHITECTURE ,^ SCALE: ,JOB NUMBER
I ► '1 ,•?/ INDIANAPOLIS, INDIA777462S0
I 1 1 • LAND PLANNING DATE: _ /_s� - �-i30' 93366 20100 ,
DATE •- ,";'
• . . e LEGEND
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a *H POWER POLE STORW SE)W-R; iNLEI k WA ail
c____ GUY MARE STREET LIGHT =1y,
A TELE NONE RISER LX iT POLE '
D UTIUIY RISER, ELEC. OR C1V FLOW LIGHT .f
0 E.T. ELECTRIC TRANSFORUER TRAFFIC SIGNAL
• • E ELECTRIC LINE (AERIAL) 1'RAf'F1G SIGH
1 TELEPHONE LINE (AERIAL) 8 uAll BOX 3
i•
° —CTY — CABLE TELEVISION (AERIAL) D. DEED.DuAE1�.90N ..e
---BTC --- BURIED TELL. CABLE M. uEASURED DWERS"
--- BEC--- BURIED ELLC CABLE P. PLAT DuAEn5+ON
—Jt—A FENCE LINE (FMC) +101 SPOT ELEVATION
A► FIRE HYDRANT Pi% JOP CURD ELEVATION t a y
+. ►•� VALYE �
'} GUTTER ELEVATICN (GTR.)
GAS USE •--b00 CCN)OUR LWE \, u
III —w WATER LINE 1.C. TOP of CASTING EL.EV.
SANITARY SEWER k uANiCLE INV. PIPE I oERT ELEW�CN
MOVE POLE t X
A \ _ (SEE SITEPLAN) I I X
f _ I{r�\ X X
RELOCATE
GU YVAR E
` � � (��• �1 PAVEMENT TO BE REMOVED
I \ REMOVED
_ _- SOUTHBOUND U .S. 31
• o \� (SEE 9TE PLAN) � �� � \ I � '_''._-- --- ----- -----• -------- -- --- ------- ----•_-- _ - --
JGELINE -
ROAD - 1
SFE NOTE /2
F GRASS MEDIAN
�\ O*ER
_� _ _- __ 1. EXISTING ASPHALT WAY BE CRUSHED AND UTILIZED
% BTC _.. _ __ _ '�VEuEx mG_ --- - \ �� AS THE STONE BASE FOR THE PROPOSED ROADWAY.
END LA. R� =- _' _. SF�NQ?f �-;.i=__� , `1 `�
T
....,. 2. PROVIDE 1/2- u WILL WHERE JOINING EXISTING PAYE WENT
X — _
C.DITCN
SIGN POST IN Txa1 P I 5T. He. R/w ttrlE
Y DiA
_
25.21
• , •i `t 6' ASPHALT 13.93'
1 � 820 l gF�pyf- AND _� e � �t32'pg• -,-� _ ` • ` , ` -,.
" REMOVE PIPE AND END SECTION c / «�- �� + /` END SEC IONS W '
` SEE SITE PLAN) hasr
ASPHALT PARKING LO /J fir: //
���I•e[ �cl
L07US GAFt0EN5 RESTAURANT REMOVE 10PSCAl IN 1}1tS AREA J -��, —, / YD `
► - ss f _ _
At
+ � RE P VEMENT
Cc
RFIAOVE TREES
in
od
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7HcxEr ►aLEY CAUTION `
s' / ♦ / "' \ LOCATIONS OF ALL EX6%C LINOERGROUNO t1TIUAES 'n
rl, , e DIG 9.4OMB, ON Tks PcAh AkE BASED uP, 'ARO�
" ' BLIND bADENCE
NATURE. E�
TKO UTIUTIES FOR **CH
U NO } 1
�� , ti . / I,7 / �•' a ^ ABOVE GROUND EWDEHCE OR FOR Wt*CH W A)QW
f _ - I i. ' ( �` \ • —800— — GROUND EVIDENCE WAS OBSERVED. 1H£ E7T',
f .`' r• - ♦ / o�� �i _ /.� P l`— �•� 1 800 382 �i544
CALL TOLL FREE LOCAT)ONS of SAID E)GSDNG UNDE
��w U74JIlES 5HWLD BE V044D BY THE CCHTRACTOR
'•- i` P • \ •
%�, O / / • • •
1—BOO-428-5200 MOR 10 ANY ANQ All �ZsTRvzz
'30'. '�Sf� [RF .`Y -� ` - O / / 1 I - --- - vJ • • \ FOR CALLS OUTSIDE OF INgANA - -^
IfATE OF HENKE FRONTAGE 'ROAD Y
°,��f.`y;� �"•��. , s�1, r��• �
. r ' •
DWG. TYPE F_E NUWB.ER SK�T 1:
REVSICNS DATE; DRAWING TITLE:
RE\AS10NS CIVIL ENGINEERING TECH CS HEC -21-95
SC A LE; NUMBER 0 1 01 I. CRIPE, INC. 4
LAND SURVEYING D E M O LI TI O N PLAN
X 7172 GRAHAM ROAD ARCHITECTURE J r•`
•i
� 0100 '
INDIANAPOLIS, INDIANA 46250 1- 30• ,
E:Se'-'rf► .r ,,, ,� .. � • LAND PLANNING DATE: 5,/-,T/-�•� 93 6
M
DATE 17 842-6
• PAIL 0?-14-1995 TiuE': 17:tt FILE: K:\4J366\10100\CAO\FNCR 9J36�C2t '
LEGEND • ` �.
SITE PLAN NOTES:
v ,
>ti c
1. ALL RADII AND STREET DIUENS10NS SMALL BE �1EASURED TO BACK /STANDARD MANHCkI d R
OF ROLL CURB OR FACE OF INTEGRAL CURB AND *ALK.
2. ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED SANITARY SEWER r
3, BEARINGS, 0164ENSJONS AND EASEMENTS ARE SHOWN FOR REFERENCE 409 SIRUCIUKL
ONLY, SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION, NUi48CR
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPUCABLE LOCAL STANDARDS. °•
P
' CURB ALL IS
II 5. 7)i1S ENGINEERED SITE PLAN DOES NOT DISCLOSE THE REQUIRED 100 'T
YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN COMPLIANCE
WITH REOu1RCuENTS Of 1}tE INDIANA DEPARTMENT OF RESOURCES _! 4' PIP[ LINDERDRAIN �C
(INDR), THE U.S. ARMY CORP. OF ENGINEERS OR THE FLOOD (SSD) Gl'�1111NUCtJS °
INSURANCE RATE MAPS (flRU} THE LOT OWNER OR HIS ENGINEER UNOER CURB" ,
SHOULD CONSULT THESE SOURCES BEFORE PREPARING SPECIFIC SITE �'" —' STORM SEWER 4 y{
PLANS RELATING TO BUILDING WROv£uENTS.
N -RIP RAF' '
DITCH GRAT[ '`.lo" STL FNO SLCTIJN
INLET LIANHOLi: ;,�
NOTE.
I BLAKINGS, f Afti"4ONS AND CASEMENTS ARE SHORN FCR RLFKNCL ONLY AND
\\ ` DO 41 NiCCSStALY DCf ICl ACTUAL RECORC0 wFCRUATICIN. SEE KCORDCQ
r
�,' ✓ A _`' `_ _ PLAT f CR FXACT INFORMATION. Ii •.
REFER TO SHEET C801 FOR DETAILS , 4
A. t r � 100 � 11
ft
co
to --
CURVE DATA TABLE
N PVl / P� — I CUR R N H AN N AR IN LTA
y� 0
_.. .._ .. _ `-.. .. •- ��� ... .. _._...._ -.- ' M 1 4 ,0 1 N♦
I 4% 50.00 ,9 1 94 N 46 511 I t)
O. , 1 4 .41 1 .1 44.9 N1 14 ;
9TC
• \� ,� x --�. � x+00 - - - - �• _— ._``:.o `' _ _ \ _ �
w
3+30
P V7 4000
37
f 5?09•
I w
EXISTING PARKING LOT 0
711................ -,
` `" ,¢ilr• LOTUS GARDEN RESTAURANT i ♦ i - / �.. _ ,:,� - - / �;
I S
�, -�•r r_-- � � ,�a��, EEO � _ \ _. • , _ _ -_; ` ' - — _- .. _
EXTI:►D T1MG,473° BOX CULWRT _
>t1TTi'1�5�� ,•�N 4 XXV Cyp+CRt�'cWX CLl1�ERT — ��Q , `` _WE w
/ .o srF c 02 rDR rtP-RAP sPE Ttorrs
/
♦ 1 I !
pew w,. +� .. e•+" n: 1 • ` �: 6y �\ ��
es.—;
41p P V16
IV
4f P�c
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It
CONSTRUCTION'\\-LIMIT%$
d� f LOCATIONS OF ALL EkSTING UNDERGROUND UTILITIES `
[SIG t w SHOWN ON THS PLAN ARE BASED UPON A90vf °
t 1
BLIND
GROUND E11{�El (ndudrtq, but not limited to, r f
1 - f�+.+r 1IN ,k,
A* mt�ol inlets, v4 ws, and morkt mode upon
.. , ' I the ground by cthws) AND ARE SPECULATIVE IN
hATURL THERE WAY ALSO BE OTHER EXISTING
.�r.4- AB W GGROUND EVD E FOR FOR ViICH No eon P
°• �, NO. � GROUND EVIDENCE WAS oEiSERVED. THE EXACT
M, �-8p0_382-5154'4
CJILI, IOU FREE W lOCA105 Of SAID EXISTING UNDERGROUND
. �,� ., ,� , 1-800►�>l428;X200 •
L
,. •• � W. ' UTILITIES SNtOUID BE VERIFIED BY THE CONTRACTOR ,
1�t; ,�' FQR CALLS OUTSIDE IP)N DIANA
PR" Tq ANY AND All CONSTRUCTION. 11
S c HENKE 'FRONTAGE ROAp
REVISIONS REVISIONS DATE: 1
' ;, � ;,;A, �•� � •'�• � _ PAUL• l:
CRIPE, INC. � CI�L ENGINEERING TECH SERVICES Cl•�ECK: 4-21 DRAWING TITLE: DWG. TYPE • FILENU►�BER $}iE�T;• LAND SURVEYING � � SITE PLAN .
�•�/�' • ARCHITECTURE /`---' SCALE:
7172 GRAHAM ROAD J08 NUMBER C201.�'DATE IN.DIANAPOLIS, INDIANA 4625Q LAND PLANNING DATE: 1 •30'1� 8a —6777
Lm —�� 93366-- 2 1 . � wc,;
I � .�, °, r ri. _f ,, •., • -,,.. ,. . DATE y-20-t 95 Tl AE: 15:30 FI LE:
C22
.. ,un ,d '... •• t 1 .. .rn, •... . ,;1. r tt-1 r)' i'' V..•- r••. .. -
GRADING NOTES
..� 6. Earthwork Balance - The ConiraatOr shall confirm oil "
1. See ,Street'Plon k Profile sheet_for additional grades eorthwork quantities prior`to start of construction. If
A D ES I N T H I S s,ree~ areas h or orth'is encountered,' the FOR AC� D,ITIC�NAL G -- .• , . r . �, excess or shortage e
r 2 It Is the intent of these plans to use all excess fill Contractor shall Confirm with the Owner and Engineer the
requirements for stockpiling, removal or importing of
C401 w moteriol.onsite.'' Borrow pits in nonstructural fall areas earth. Anna ocIpstments to the grodes may be required to
AREA � -SEE
SHEET
may be (rtilited to obtain suitable fill material and obtain earthwork balances when minor excess material or -
waste topsal, shortages are encountered. It is feco9nized by the /'�
h portion hereto that the cdculotions of the Engineer in LEL.IE N D
3. Contractor shall preserve exisliq trees wherever
possible. Owner'anal owner's representative shall be determining earthwork quantities shall be occomplished n'
consulted for clearing limns gearing limits shall accordance with the American Society of Civif Engineers
consist of all trees within street areas, utility Standards 1a such calculations. Further, that these STANOARO MANHOLE calculations ore°subject to the interpretations of soil
installation limits and cut and fill oreos. Cleored
borings as the physical limits of the rorious soil types,
�«1 trees may be buried onsite at the direction of the also the ollowablr voriotion in finish grade and SANITARY SEWER
ted the contractor,'anal that all of 40
r, owner's representative.. o
,». � ,�� F compaction permi, -..`_TYPICAL STRUCTURE
~````.. 4, All topsO shall be ploced in mounding areas and these parameters may cause Hither an excess or shortage NUMBER
nonstructurol fill oreos. Upon completion of moss of actual earthwork materials to complete the project.
If such on actual minor excess a shortage of materials '
earthwork, topsoil shall be spread to a depth of 4 to 6 CURB INLETS
^•» ••»,, I occurs, the contractor shall contort the engineer to
In areas to be seeded such as lake slopes,' mound » determine if adjustments con be made to correct the
�'� ��* •.,,, I �'�. I' I areas, areas between curb and clearing limits, and all
disturbed oreos outside of building and parking oreos. imbalance of earth. —_ 4' PIPE UNDERDRAIN
(SSD) CONTINUOUS
S. Strove bale dams, sediment piss and silt fences shall 7, Spot Elevations - If during the construction or UNDER CURBS STORM SEWER
\'�� "'ww, �"`"-•..»,..,� ~`'�.,� ''\,,�" � � be utilized to control erosion. See erosion control survey layout process it is determined that there ore
SE
"~^.,��� `\ � s ecificotions and erosion details for additional -
.,, �-�.• P insufficient spot elevations to property construct the
� -�- `'` information. See Soil Erosion.Pion for additional project or the design grades appears to be too steep or
information.
'''•^•..�„»,• •--.�� flat for on-site conditions, the contractor shall contact RIP RAP
--._ -^-- the engineer to od just or odd oddtiond elevations as -��r-----'----
f� ;�,� �' �' •' r/ ' ,~•%/ ��� ` � � -``"'---.`.'""._-- required.
ti;> ', f1/ / /�; � �� '•�_�'�^.� 116 `, •+..��-�•••�.�
' ,, rf/!' I ✓l1i"l ,/,F./II/1 ,r �,,�Ngr[I�r+.,' '�"+N, 1,N,,,, ,� „"„ 8. This engineered site plan does not disclose the required StORAt STL ENO SECTION
DITCH GRATE
,� ti r/r � r�•-:.•~" N �✓ /�' ��ti^.�•- ., �"''"\.,,,,,, _..,,,�� 100 year flood elevation a wetland restrictions in compliance ITT MANHOLE
with requirements of the Indiana Deportment of Resources (INDR),
y, �,/f' - .--'',�,! ✓�/ ` r 5 c ""'^�, » .,. 1 ` ' ,., ._ the U.S. Army Caps of Engineers or the Flood Insurance Rote
Mops (FIRM). The lot owner or his engineer should consult these NOTE: _
' I "= ✓ \'• - p ( ) if i Ions relating to building 1. BEARINGS, DWEN90HS AND EASEVENTS ARE SHOW FOR REFERENCE ONLY AND �
� Je� ^��''� ��h„� sources before prtparmg specific site p 9 DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED °
co,-�'°-" l' �4`” / .rre .,»,,r�° cNA f improvements.
R A N G E L I N E ��o •�-• -__..--� .�:..�.:-•.�._. I _.-.... +.� �`�' '� PUT FOR EXACT INFOR1ilA11CN.
ROAD �� �-�•.......�-�^����•-��-=�.�--�...�.,..»...» ,. _ X11 l��w„",..ti�„'�:�«� mow'•” /,//
.._._..,.»..._.,»»...» .»..»,. �' � 827.43 ,~..-^--.....»... _••-....-.._..r.. _.__^__.._"._.._..........._....,....-. .� ,�nNn„"..„Mn;,�,.,,�„�,..•»„_».,-�_..._ Uy /
I' «\ 11, �•�` ^'^-..••.»..» ter...✓•- r.....-.-I,.a•. 2 •»-.., � "!w^^.r�+ti":' omi�4',,.�{�R �'\,r,,,^ ''^'�"���
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'HOLEY WOLEY CAUTION
DON'TA' SEZ: ----- r
6� LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE
BLIND GROUND EVIDENCE (including, but not limited to,
\\\\\\5\adg6auulrrnrp„r�Fi''// f V monholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
\r� .( E• MC/� 'ti.,y� NATURE. THERE MAY ALSO BE OTHER EXISTING
��,%��ST UNDERGROUND LMLITIES FOR MMICH THERE IS NO
r
V / �` h �: ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
P
No. \`� 1-800-352-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT ^
1 93034$ ; CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
' r UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR } _ r rA F ' it d ( •��
STATE OF r � f — �. � 00 - ••.�' •' `� .I °� •� }� �'�'�"' ti _ - ,' ' V � /�,� 1 ,
% - ry 1 800 428 52 PRIOR'TO ANY AND ALL CONSTRUCTION. „
FOR CALLS OUTSIDE OF INDIANA, 1
�,. c�' HENKE FRONTAGE ROAD
,S REVISIONS ;' ' ,'•:
.,'CIVIL.- ENGINEERING 'TECH SERVICES`CHECK: DATE: DRAWING TITLE: DWC. TYPE FILE. NUMBER SHEET:
rr\r y REVISIONS 4-21-95 `^ �` t
rr u� , ' ,'t.
R IFI ' �'t" ,'I
CRIP E RV YING CET EAUL I. LAND SURVEYING
6-21-95 ADDED GAS AND WATER LINE GRADING/U.TI L I T Y PLAN (\/�+�,''//�/ '//�J
„ 717Z,tGRAHAM -ROAD 1 • ARCHITECTURE SCALE:
INDIANAPOLIS; INDIANA `46250 N ,106 NUMBER,'
17 842-6777 • LAND PLANNING 1"-3Gr
DATE: ,, 93366—
DATE
r DATE: 02-14--IM TWE: 17:11 F)LE W:\q33%\201C0\W\P*CR
4,
GRADlN� NOTEi
6. EortAwcxk Balance The ConLrOCAO( shall COA(vn OU
S" S it ot t Ron k Profit sheet I" odditional grodes ooi-thwork quanlij�n prior to start ol construiction.
FOR ADDITIONAL GRADES IN TH15 on street a(*" on oxcm of ewtoge or wth 'is wownteired. the
Contractor " Confirm with the Owrw and Enroor the
2. It is this intent of the" Oons to use all exceu fill roqu�iromjnts for stDckjpiIing,. rvm�d of inPoftinig Of
material onsite. Bo(row phs im nonstructu(ol fig Woos
AREA SEE SHEET 0401 may bt utilized W obtain suitable III materioi and "th. W�w o4pstments to the grocks may be required to
obtain tarthwork bdoncts when minor excess material or
lvolt# lopsOL 0vortoVs pro oncountefed It Is recognized by the L E�^E N D
paties hereto that the coicvlotions of the Enginow in
3. Cantfoctor "I prowvoi #xittiN tro" whoroyff 0#10(mining oonhw�xk Quonlit'ws "I be cioccimpLshod in
possilb4. Owrw and ownee's rtprroontotive sholl be occordonc4 with the AtTwican Society of C�W Engiricipts
oon^Attd * cJm'N limils. O*qing limits sholl '44
consist c4 all 4M wilhin stro4t wool, UWX Standards V such colculat". Fuirther, that those STAWARD MAOW
cdculoGoos Or# suibjed to the iAtsr;xetalions 04 soil
jrijta�otian limits and cut and IW areas. Clawed
tro" may be buiriosid onsito ot the dkoction of the also the o�ovoblf "iotion 'in finish grade ond
Wlings as tN ph*col limits Of the V06OUS " ()PM SANITARY SEWER
owner j rop(asointatin. CCmpOCJion permitted the contfoCtcr, Ond that all Of w._,TYP1iC.AL STRUCTURE
these p"Wn4lifs moy cou&4 vKhor on excess of shortage NVWOER
4. AJI top" Sh011 W PIOCad in mounding or" and
noerstrudwral III areas. Upon campietion of mass of actual aorthwo(k materials to complete the project. CURB INLETS
hwo6. topsail " b-o WWd to 0 de-Pth Of 4 to 6 It $40 on actual rninor excou or 0010ge of motefids
earl
Inches -in areas to be seeded such as joke j4ts, mound occurs, the controctoe sh011 c�wtoCt the engineof to
determine If odpstments Con be made to C(XFKA the
artat. orws bttww ourb ond d"ing limits, and oll
imboicince of oath. 4' P%pE 1.410CRORAN
d,*tvMCd areas outside of building pn4 pQrkinq areas.
(M) CON TWOUS
5. Strow bdo doms, saduywt pits and sit Wces sticil 7. Spot Elevijtians - if during the construction or UNDER CURBS
STORM $EKR
W utilized to cantral wosion. S*o trosioci control survey loyout process it is determined that theft art
specif"tions and arosion detoils for additional insuff6ent s�qol elevol'ions to properly constj� Lhe
information. See Soill Erosion Pion for oMitional project v the oe-�gn grOdes oppeots to b-0 too &IM or
flat fof on-sile condlticns�. L�o conLrOctor SWI contact W RAP
the enginew to Od�it or Odd OWAiOnci titWtiOns as
N r equ ir ad.
TOW STL END SECTION
& This trigineertc! site Pi GRA TE
on cloes not LUclou the reQui(*d 5
-retland restrictions in complionct 9ANHOU
100 ),ear I lood 0 C W t on Or
X
(ce's (lk0R).
with requirerneAts of the Indiono Depoftment of Resou
the U.S. Army Corps of Engineers or the Flood hwonct Rote
0 consult Lhne NOTE:
Uops (FIRM). The lot ownef " hik6 onginW " IS ARE SH�N FOR RUDW.NU CHL Y
before prepohrig specific site plans reloting to building 1. BEAMCS, Dl�OkS AND [ASE1kA
sources DO NOT NECESSA�Y DEKT 40U& RECORDED INFOWADOK SE RECORDED
iml:wOvements.
PLAT FOR EXACT AFORUATKK
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CAUTION 0
DON7
LOCOONS OF ALL EXISTING UNDERGROUND UTILITIES
`01a SklIQ%N ON INS PLAN ARE BASED UPON ABOVE ANN,
W" EVIDENCE (inOAN. but r*( limited to,
' IND morAQIW inilittt, vcdves. and marks mods upon
11A the Vound by orthvs) AND ARE SPECULATIVE 1H
000*7
NATU OTHER E)USTING
RE. THERE WAY ALSO BE
UNDERGROUND UTILITIES FOR *41CH THERE IS NO
ABOA GROUND EVIDENCE OR FOR WICH NO ABOW k
NO. 1-000-382-5544 ORWW EVIDENCE WAS OBSERAD. THE EXACT
CALL IOLL LOCATIONS Of SAID EXISTING UNDERGROUND
UTIUTI:S WULD BE VERIFIED BY THE CONTRACTOR
s7A.W or .1-800-428,"-�i2OO Pf4OR TO ANY AND ALL CONSTRUCTION, HENKE FRONTAGE ROAD ,
FOR CALLS OWTSIDE Of VVANA
DATE: ER SHEET:
1 1, --- I - -_ -
R E VI$I ON S RE�ISIONS CIVIL ENGINEERING TECH SERVICES CHECK: 4-21-95 DRAWING TITLE: DWG. TYPE FILE NUMB
'CERTIFI'—�,�1 _ it,' pin
R7 PAUL-, I. CRIPE, INCIP LAND SURVEnNG
"A GRADING/UTILITY PLAN
7172 GRAHAM ROAD ARCHITECTURE SCALE: NUMBER `161.1 0
:TCH CRATZ 5 TC� STL fj
e7—
INDIANAPOLIS, INDIANA 46250 1 30'
-7- LAND PLANNING DATE: 0100 4.4�4
DATE (317) 842-6777 - 4-1
pA1T: 02-14-1495 T1►1E: 17:11 FILE' N 91366 20100 CAD Ems;\91�66C12
NO
I �
a �
EC-3A - STRAW BALE
'" �� •�` BARRIER
N_I 4 RIP RAP — d508• ,
—_ •V �..!
"SEC-16
-\
EC-8 - SLOTTED BARREL
. � •.~,,
CA EC-3 — STRAW BALES
EC-5 — STRAW BALES FOR SWALE SED+►�ENT
\ — 830 ��_~ \�` M BARRIERS (TYP. 200' O.C.)
.. .♦.N•
�. �sr • •
�\�r> • � PERMANENT SEEDING WITH MULCH CM
I PER
.
1 � I
Till
I 830
V6
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• ti _ ,�
NOPTiy
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lid ` \_``••-�° ` R
r
/4
• / ! I SEE SN T C204 FO DETAILS
/ EXISTING 4'X ' BOX CUL ERT
TO BE LENG ENED 15
F\ C 0
o �
NS a
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r \ \
i 1 ,
a,
rc
�4
.HCLL A Y MCUy' TION
DON'T .O�---
LOCATIONS OF ALL EXiS71NG t1NDERGROl1N��11JES
1' SHO*N ON THIS FLAN ARE BASED UPON A
^ GROUND EVIDENCE (indudh9° but not limited to.
P�4/ Monhda, nkts, valets. and Mork$ mods upon _ ,*•
-,•
the ground by others) AND ARE SPECULATIVE IN
NATURE- THERE WAY ALSO BE OTHER EXISTING 1
•'� R��r UNDERGROUND UTILITIES FOR WCH THERE IS NO
AeoVE GROUND EvtDENCE OR FOR *+ICH NO ABOVt: •
No.' 8p0-382-w 4 GROUNO EVIDENCE WAS OBSERVED. THE EXACT HENKE FRONTAGE ROIAD
1 CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
SHOULD BE VERIFIED BY THE CONTRACTOR ' +
1 DIRTIES SH �''.,L•.�•
1 i — � S'°•5200 Y AN All CONSTRUCTION- DWG. TYPE FILE. NU�ABER SHEET. '
DATE: DRAWING TITLE:
s A o� 1 Soo 42 PRIoR To:�___ �".,— 4-21-s s q N 7:
� '�� FCR CULLS OUTSaOE OF INDIANA
CIVIL ENGINEERING TECH SERVICES CHECK: ROSI ON CONTROL PL SOB NUMBER
0203.
%„, -�
PAUL I. GRIPE, INS. LAND SURVEYING E
REVISIONS
REVISIONS `..�i
G�
RTIFI 7172 GRAHAM ROAD - • ARCHITECTURE SCALE: 93366 01 OQ
INDIANAPOLIS, INDIANA 46250 LAND PLANNING DATE: --.ti"y�
17 842-6777
nATE __
� e • Sur ° f
- �A11; pr-t4-1495 TIME' 1719 FILE: N'\9336f°\2()100 CAD ENGR 91366C81
°
•r
A
N° n
FLOW LINE NO GAP IN BALES SECTION 02930 - SEEDING 02910 - SOIL EROSICty CONTROL SEQUENCE t ,
r I • • •
The fotlowng is o list in sequence of construction activities to 1. Scope of Work ,
control soil efosiM A temporary &ceding mixture churl De uteC n the arias whew•
p `,1 stripping ar fall have peen graded shill be used for sit
Q Q 0 EROSION CONTROL SEQUENCE and erosion prolKtion, or as mown on 1M emotion ,onlyd
Erosion control mutt be carried out occadng to Indiana Stole Rule plop, After Vadng. alt cans
lguclan areas are to be seeded i f
(327-IAC15-S) relarred to os Rule 5 (General Permit tog construction sodding or matting smolt be used on ol1 tsda.oho 27� ><4ho ^ ,
pclivil;ss storm voter Control) odm'nistered by Indiana Department of and enbananents in excess of 4:1 slope. or 06 tt�own on t� h
PLAN 'A' Pt tment in ;
Envionmentol Management, an
the lord oruung Depor erosion Control plan y
"A" the county where construction activities ore to Commence. °' •,•
.B. Erosion control ocUAlret must begin before comrnenreing cor'struction, 2• Ong LocQUy grown Bluegrass Wend unilorm u1 cdgr, IN
\ continue thru the, construction phone. and mointoinerd following construction im. density, and thickntu°
until the area it stoWe.
--____-- Other erosion control meawre may De neede4 during the construction 3 Permanent Seeding: March 1 to slay 15 and August 10
--____-- I 1I I pinou as problems accrue refer to the Indiana Handbook for Erosion Coma October 15. (Dotes may vay at drscrtt= of LondscOp�
n Arens for other measure to meet " requirements of Rule 5. Architect depending on w*othe( condda &)
� n Develop 9
l i A Swd*s/Slope:: Blended 6"1 o! Mid 6N4 be oppked
I. Contractor shill ;nsioU sediment traps and straw We
filters, os pat of indid phone of any work to inwge at the (ale;/0f 110 pounds pK oar► FO rnbcture tf►aH
consist of 404 Wusiong turf-type 100 Feaau. 30{ Bona
BALES ENTRENCHED moximum silt retention on-site, or Wobosh Kentucky Bluegrass, M Fiesta Peru .
°1 T 4' 10 6' R7egrass and 104 Redtpp Bentgrats.
2. Mou grade the silo (t;drt of swdes, mounds and ponds to be ••''"`'
r,
SECTION seeded and mulched ;mmediotdy upon complttion). Temporary B. Groded Aria Ad)OW1, to PavrTMnt amd+d rri"s of ;
seeding shoo be requred for dl twolee and disturbed areas seed W cGG� � the roil of ➢0 pounds PK oat. •-''�
NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IAt NTA SWALE.
BALES OIRESREOUIRED.) that Connol be find $ceded within 0 tine period that will The mixture shau conust of 35/ Mustang turf-type Till "*
SHOULD BE HIGHER THAN POINT 'B". ( prevent slope erosion. Far. temporary 9'e'"ng, the r
Fescue, Fiesta Perennial Ryegroa ono 25{ Bona or
contractor shoo utilite o lost growing seed of eilha oats, oaDoth Muck Blu ass•
onruad ryegrost, wheat or rye depending on time of year. y
SWALE SEDIMENT BARRIER Disturbed seat " be kept to o minimum of aU tines
4. Temporary Seeding:
EC_5 3. Contactor shill control mud occumulatian on 0U streets pGre /,nr�a,l RA-7o"
,
NO SCALE surroundng profect by ;ntloUing Slone wrfoCe of CA k May 15 to August 15; Of/
locations where construction trOJG'_ leaves the site. Dust B. August 15 to November lx 2 btj"s/au* Rye (grain) Or v0 41
shot be kept to o minimum by utilizing sprinkling. Calcium C, Nach 1 to kcay 15; 3 bushels/ocre Oolt.
Chloride, vegetotivr cover, spray on eahoos" a other �1
2 lied of a rate •'�l^,
approved mcthodt- 5. Ferttuer: COMM trual ondyeat 12/1 /12 applied
of 6OOl/acre. Apply lime to rase PH to tM level needed
4. a on t oin all fit ens and traps during ccn s lru ct;on to for sp.0 rt being seeded• rbrk l ertifilec and knu Into the
prevent any Wockoges k-om occumulaled sediment. Addiliond to a depth of 2-3 inches,-
COMPACTED SOIL seeding and straw Dotes may be required during construction
TO PREVENT PIPING as specified by Engineer or Sol Conservation Service. Rip 6. All Hydroseedn9 shill be n occadonce rich the preceding
NO GAPS IN rap shill be ploced in orws of high velocity str*om Mow reQ+;remcntc Iw
BALES (rrunimum sae 1/3 cw. ft), Payment far oddillonol rip fop
CURB INLET STAKED STRAW BALE (not shown on plops) and sewing shill be Paid to on o unit 7. Mulch Straw to De uud where opaioolion '
W/ GRATE RUNOFF WATER psis k mode by hydraulic rt><,Ich;nq of IM rata of one ton per
A W/ SEDIMENT
FILTERED WATER oast. Straw mulch may be used and applied ,xulorrmly n
5. Contractor shill install of sanitory sewer$, storm $Ewers• contnuaut Wonket at the rots of 2 tons per OGI vify►in 24
eubwrbce drone, and water mans. Silt barriers ehd be hours after wilding.
ROLL CURB PER nstdled of oU storm inlets (including street inlets)• Ond "•'
CARMEL REQUIREMENTS all dro;nv swalec of 100 ft. intervdL g Sedmeni Control Fobric: Fobgic $hall be QQ`wQ'vcA
l I construction composed of polypropylene god sadl be
6. All proposed street areas shall be powd as soon as P53AWC ultraviolet stabilized. 1
otter eubVO66 is prepared
II tamporoy ut4mg a ettoWm",ed pr�ar to perrnorwl, ,;-
STRAW BALE ,- 7, AA disturbed areas shall De soiled and mufcheA as srcd;n� the rnuich may De dimnoted exttpl n Dare' are0i
r
STAKED W/ TWO specified
r 1Q It grading x
g oct during Decermbef, JOnuorX or Februarys no
STAKES PER BALES ;
8 Contractor ,hill maintain dl temporary erosion control W0.0g to take place 1;9 rprnplanting
9 tir* tO*e^W. it �•°
meosures ttroughout the construction phase d this pro�CCl it rnperalive that oU se0rnent tiltert and trop$ ore n °
and rernova oU I•empofarY &(onion and sediment controls only place Prior to Wlk earlhcnq-ng Of Cteonng-
when Oar& is a Sufficient growth of ground cover to prevent ,
STRAW BALE CURB INLET BARRIER furihef erosion. ,1, A0 areas along street (ormomrnt, Se 25 but as soon a
shill be seeded wile permanent ue4 mlxtlwe a soar► o; grade
E C—3A � atOOlKhed. Reseeding may b. 109X14 otter utility
NO SCALE companies howl installed that mains. ,
t �
1 12. AU lots/ouUols rrure 706;09 has occured and no
construction is expected to occur within 60 days, shoo W '.Ii
filed with odd;tiond 3° toped and seeded with the
temporary seeding procau-
11 During dry weather, keep IG*ns walerod with sprirsklett or
other approved methods. Reuel any areas not germinating or •�•
i domogrd of 'ntervds at may be "qulifed octording to
seasonal condition. Water gross and extcute neetuay
weeding until occeptobW and iull simd d groin Ms Doren
ootaned. Upon occeptance by the Owner. " Owner shoo
oKUme maintononC4 of the lawn or 0%.
14. AL dotes shown are nominal and may be vuoW in
- --°----_----- r concurrence of the Engnetr of. the L,ocol Sad r•
t Conservat;On Service 011"40-
O.lWr1 I
T L •
1
PLAN KEW
N. },
• ` m
L
,
r
END NEVI r
aucrr �_ arc»w�
,l•� CROSS-SECTION I "'M
SON T �atcYsa Y' CAUTION
CONCRETE END SECTION q
r LOCAnONS OF ALL EASTING UNDERGROUND UTILITIES
4 Dior SHOWN ON THIS PLAN ARE BASED UPON ABOVE NO SCALE RIP-RAP DETAIL
GROUND EVIDENCE (including, but not limited to.
r 'g rnor�Aoles. inlets• volvM and marks mode upon
�,,, ,x„ `'r '�,~'` IN yrotx►d by ethers) AND ARE SPECULATIVE IN ;It
^ie w Ulu,N �� NATURE. THERE WAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
,
CaP• �, `. ',� ABOVE GROUND EMDENCE OR FOR WHICH NO ABOVE
�JO. �` '�-8-382—�
GROUND EVIDENCE WAS OBSERVED. THE EXACT
&ALL TD, F LocATIONs aF sAm EacsTwc uNoERGROUNO N E N K E FRONTAGE ROAD
;TAT! Of —8(00-428-52W UT1LI11ES SHOULD BE bf�t1F1ED BY THE CONTRACTOR art
�, 1 PRIOR TO ANY AND ALL CONSTRUCTION • .
, FOR CALLS OUTSIDE OF WOtANA DWG. TYPE FILE NUMBER Sr•tEET: ° ,.
, �' DATE: - DRAWING TITLE:
S �, CIVIL ENGINEERING TECH SERVICES CHECK:
REVISIONS REVISIONS II��e 4-21-95 Y
LAND SURVEYING EROSION CO N TR O L C204
PAUL I. GRIPE, / JOB NUMBER ,
7172 GRAHAM ROAD ARCHITECTURE �`' SCALE: °
A 4 0 DATE: NONE DETAILS & SPECIFICATIONS 93366- 20100
INDIANAPOLIS, INDIAN 625 0 LAND PLANNING
17) 542-6777 1
DATE
-- _-. NOR THBOUND
CONC aTCM .._
- - - —--
cz
- r 'fir
2450 �
�'.�-~'200 � '_----- _
k 00
7-f 00
i' 210.51
4 2.12
CONC. K
;L PVl STA - 0+63.10 —
R ,
PA ELEV - 826.36 PLAN O
,
-2.36 A.D. _
} \ °
, � • K - 16.91 .
I
°
CURVE DATA TABLE RlJ
x LOW POINT ELEV = B19. t
`� R A I N H I,N N H ARING ^ CONS
t '-.F�•• o LOW PONT STA - 3+11.95 3.10. 38.9 1 s N43• 11 • ,
7Q,94' NO3'46'0
0p N PA STA - 3+D4 1 4 41 1 .1 44.9 N1 11.4 l
00 PIA ELEV - 818.50
® �
AD. = 5.76 END CONST UCTION
► ' '
20.83-
K .r-
j
T I ,
ST,A 8+42.3 LEGEND • 'VC
0.90,
I I PPOSED SLOPE PROPOSED GRADE
RO
PROPOSED GRADE ?�-
CN Do
CID m
/ EXISTING RADE
I E)a5TING GROUND h
I I 12' RCP S10RM SE R- e I j
I i I 12 RCP STORM SE
NE T 820.15 INVERT 820.46 R I I I I I I I I I
12• R P STORM SE
IN RT 816.20 I i y
I
{ I I I ►
° EoS11NG CEN ELEVATION N
! `'---- PROPOSED CENTERLINE E1.EvAA0l1
10+50 ,
�•�. J.` I I e 4 5' CONCRETE BOX CULVER
\STATION
'
I I I
•t. i •� , INVERT = 810.0
I r l Naly W r sa
I I ( I I I I I LOO►W Of Kl 1XV4 4 0 u1V1[S.', °• �
oom r*I (nawtmiI. kA hot 5-W 44
IND?r
rftw".., a•INa. ,�.a�a .ro e,•A.t .\o�. Irw
I tiM gr%A4 IIIy ah.r.) A4 AAC 9VXkkl t 19 2'
kAUC *M S I W
Lj."wkaw UR111CS ice 061 1'[1C is M0 1
A" MUND ["C Cl nX r+a no A
I I 1-800-352-554.4 cRaao n{oo+cr .► oestrncn wci
ti'' 8• S A NI AR Y SEWER I I Cau uu Fla wc-A lows Of w Drow LDC" aa+O ,
. , p„ I I I Plr 'K
INVERT w 803.3 I I I 1-800-4'28-5'200 O'c' "room K "rf-' CarwCZUt
rcx cxis aviyoc a ►oux�l mot'To �Ir ccT
T� °A TU EY
r a C
rye`�' of n N h,Ip,n°� { • ••,: .N IINy1Myl lyy,t�C;� l W�,/ .K r!On I Q ' f r✓ f C I 4'I r'f �' I �N i .a C 4'-J Q Ni r•, N.r c' f -r 1 I Yv
KEY
• CQ O O u")
BYCS — BEQw ERTICA CURE SIA110H
3VC — BEGIN kRTtCA CURE ELLv A 1C00 N cv
CV CV N o; o; �•I 0 � l. CO n: CO• 200 Qb 00 00 00 w M) 00 fG 00 00 (U 00 lii 00 00 w) 0o CID 00 CQ
.'..
h,•
EVCS - EAD VCRTZ_k Cu"c SJAT)CN Si
E1+D AL CURIE ELEYAT)pWRTK
PIA POT VERTICA NTERSECI0M
� 4}Q OQ JU 31 3+ I Q 4 }CO G 0 :r
No
'I
:.
,�• ,� 1
S1ATI Or ;{ 3 PROFILE - ONE
1
s �� -- �� HENKE FRONTAGE ROAD
cl, SHEET;
DATE: pRAVr1NG TITLE: DWG. TYPE FILE NUMBER i
r'`� I 4* •"' REVISIONS REVISIONS � CIVIL ENGINEERING TECH SERVICES CHECK: •
PAUL I. CRIPE7 INS • LAND SURVEYING 4-21-95
STREET PLAN & PROFILE
•� 7172 GRAHAM ROAD ARCHITECTURE JOB NUMBER
•�,.;, �S•' � SCALE:
/ZLID11 Ilk
r v SATE INDIANAPOLIS, INDIANA 46250 LAND PLANNING DATE: HORZ. 1'-30'
17 4 _ ��� .Ir'-S'�- VERT, 1•-3' 9 366 - 0100 ,
a
C'AlF 0?-I�-1995 TIDE 17.14 FIIF N \93k6\)OtC10 GAO\ 1XR\9136oCt� t i
�� t• s• r• tir. • !;r' d
v
J
r '
.N'
' 7
.r
! � • d r
'k
N
all 11 _
• `�. Z7 TIN `` - _ ? 1'
\ 830
ffml
�
, �,� i,
P
V &AND \ N -D
P II 4. al
`� ---►_
RANGELINE _ _N . BOUND ENTRANCE RAVP ROAD n\\ f�
e' Isa.•ANo
\\ SEE DETAIL SHUT CM _y
LEGEND •
co
\\
® , �: _ -. -.. — S -- — .STANDARD WANNOIE
C 0a
:. - - - _ SANITARY SEWER
T
-----� C�K [' H - -- - r' ---••-- -- ���j"� TYPICAL SIkUC1VRE
r c NU IkE R
,
` a CND 4
L.A. R 4 CURS N115
P
_ 4' P1PC UNDCRDRAIN
7C=823:$3 IK5D) CCrNTINUOUS
DASD 707 uNDER CLW�BS STORM SEWER
1+100
--+ ' 2+00
---
s 706 // —1 _—W RAP
l
.� --_ �=823.93' 1
703 ' / \�
SINN \ `SU CND SECIKA
p Cr �A T C ;t
T
tir`•'' ' / I °C=8 6.50
ZIP.
ST. HbYYrR/`Vy ENE_. _. _.. _._ . 0 TC=$ 3. NOTE'
z OQ 1. BEARINGS, auENS+ONS AND EASEuEN1S ARE SHD'r'N FOR REFERENCE ONLY AND
..f � r� o - -- - -
SIGN POST IN 7'x4' PLANTER ___._... _-- " --- `�- 12` DIA. 5AR _ DO HOT NECESSARILY DEF'FCT ACTUAL RECORDED wFCR1NAT►CH. SEE RECORDED I
- - - PLAT FOR EzAcT INFCR>r+AnoN.
2. REFER TO SHEET C?02, GRADiNG/U11UTY PUN FOR WORE INFORUAWN ON GRADES. �
t .. x EX. 6" ASPHALT CURB � -�
820 _ �z
�• ,
n ' • ''t 0.,i _ • .. 4 'A�,
! -
r °HOLEY WOLLY CAUTION
DON"T •
r.r�X LOCATIONS Of ALL EXISTING UNDERCiROUND UTILITIES
ia SHO*N ON THIS PLAN ARE BASED UPON ABOW .,
•fir' GROUND EWENCE (including, but not lrnh!d to.
pp iriWt� v wsr and marks mods upon A J
V�NQ moMda,
A 1'• l,IHUI11 uIyY v ,� + '
tM ground by othors) AND ARE SPECUUTI!f IN
t ��� E• M(� J"y�, NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERptouNo UTILITIES FOR WHICH THERE IS NO r S
r
U . 4 .� ABOVE GROUND EVIDENCE OR FOR WHO NO ABOW
N0. -800-382-555" GROUND EVIDENCE WAS OBSERVED. THE EXACT 7
r 1 1 •�
1 1 J CAId: TOII FREE LOCJ►TIDNS OF SAID EXISTING UNDERGROUND
UTIUTIES SHOULD BE VERIFIED BY THE CONTRACTOR y, • ! °' 1-8 4. 28-5200 CIO. TO ANY AND ALL CONSTRUCTION. HENKE FRONTAGE ROAD
/ v FQR CALLS OUTSIDE OF INDIANA
. I N • LAND IViL ENGINEERING TECH SERvICES CHECK: DATE: DRAWING TITLE: Dv>G. TYPE F1LE Nu�NBER SHEET:REvIS10NS REV1S0 S UL 1� CRIPE INC. • SURVEYING,, " PA 4-21-95 ENTRANCE D E ccRTIFI�"'�'f'.'"�! ., TAIL
1. / C4�1_,r `
'"'' ,C J06 NUMBER
7172 GRAHAM ROAD • ARCHITECTURE SCALE: ;
` ti?/-- INDIANAPOLIS. INDIANA 46250 LAND PLANNING DATE: I -20' 93366-- 20100
0111111 DATE 17 842-6777
y—Ji--S.s— ,
f t
DATE: 02-07-1995 T1uE• 12.28 FILE N 91366 20100 CAd 91166051 �.
.. t' '0 1 ° , •••x'71 ~
,�, � , _ .. _. _ �ice/ ._ — s _,r•_ �— —_. -'_ .. -._ _ . ._._ 1_ � , ........r ...
,
4 y.
_
- - r l -- _ - _ -• ,
' / �" - - ••— - - ."`"'----.•• �~
f? �
_
-
_
?lit.� ° � � �- /. � _ .__ �1 C.7 - -•:. _-.._�._ `-- --_.. ' -- --- - ... _ - -.. ..
1/6 _ �T
!
I•'
f
/ �► `` , - 827.60
LEGEND
' / � �� `t' /� �1 ,r ( %� l � �, , �,\ rig , � � ,� • ,
PROPOSED D ADE
•r4
PLAN ONE ul-)
1 . w rn o EXISTING GROUND
� �W0
O + p
� N CO N r, EXISTING CENTERLINE ELEVATION
s'1 a0 � � N�►U- Z � w ^
o,�---- pROPOUD CExT£RUkE ELEVATION
co W00LDZ
Ln
ZW
00 Q STATION
� U
w O � (nUl)►— ? ? r
Cr (mil Z
UONF- h- 01
00 a 2 05.-
� rUZZ ° •� I �, m mc,. „� • EX15T1►IGSAWTARYSEwCR • '
I PROPOSED SANITARY SEDER
PROPOSED STCRU SEER >y
o —
�,, 00
CO 0
— -r
+ r - f
Z
V) ''oo�
x ►4- UZX ' -
` 45%
wul
�1 I LENGTH I SLOPE 0•
• ,� �, ��. � ! I � :�150 I
I . ,,,• '1,� I I � I I I gin PVC I g' g,n.PVC Stub
(CAPPED)
P SLA E : p 96� ) NOTES.-
' 1. CUTS SHOWN ARE APPROxIUATE, TAKEN FRCM1 E)aSTwG GRADE TO WVERT OF PIP£.
2. ki SANITARY UAMOLE CASTINGS SHALL BE:
I I ��NGTH 31 NEENAH R-1712-8-SP OR EOUAI w/CONCEALED PICK HOLES,
i
NECESSARILY DEPICT ACTUAL RECORDO WFORUATIOK SEE
I 3. EASEUENTS ARE SNOWd FOR REFERENCE ONLY AND DO NOT
+ I RECORDED PLAT FOR EXACT W MAATICK .�
' � � � I I I I I •1
v I I I I I I 4 TO THE CONIRACICR REDAID 1 ELEVATION kW SLCK
'tom
I I I I I
OF SANITARY SEDERS- SEXRS INSTALLED AT A GRADE LESS T1(AlI
1 I i I
• .I ;�. � � I ( I REQlAREO BY THE AGENCY MALL WT BE A(xEPTED. 1HE CONTRACTOR '
i s
C�Ort�STRUC�►p OASSI�tE THAT E9i� GRADE 5 BEING �TNNED.
• ' } I I I �[ I I I TY AND HEALTH ADu+wST1UT►ON (OSHA) STAP(DARDS FOR i
e o I 25 1 1 I I 5 OCCUP EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPUES TO Ail
EXCAVATIONS EXCEEDING FIVE (S) FEET W DEPTH.
W I I
8 v I 6. IN ADDITION, EXCAVATIONS EXCEEDWG TXNT'Y (20) FL w DEPTH R£OUK THE
` ' I A SAFETY SYSTD� BY A REGISTERED PWFLSSIONA� EHGwEVL
'1 ' ^/► I f—' I I I DESIGN Vf 1� q•..
IT SNAIL BE THE RESPOMSTBWTY OF THE CONTRACTOR TO COMPLY MAIN THE
ABO'+�E STATED R'EWIRE1rENT'S.
ih
7. CONTRACTOR SHALL VERIFY LOCATION Y WVERT ELEVATIONS (�' EbSTING
rr L NGTH : 7�° I I SANITARY SEWER PRIOR TO START Of CONSIRUCTX)K
SLOPE 0.4
° 14
181n.PVC I
4 r�
'HOLEY WOUY CA TI r,
DON'T LOCATIONS OF ALL EXISTING UNDERGROUND UTWTIES
DIG
SHOwN ON THIS PtJJd ARE BASED UPON A80�(
i
GROUND E1ADEuCE (ncluQirt4, but not GraitcC to.
i BLIND
moMdq. inlc(t, volrat, rn4 mats mods upon vt
DATUM E.GEV _—___ ______ - - -- — the ground by other) ANO ARE SPECUlA11VE 1N .�r•'`'
NATURE. THERE WAY ALSO BE OTHER EXISTI►I�so
o to +n , +.x, J a, ,n •- r �,, N ��> s o AB GttOUNDUNOE CE FOR MN1CH NO A@OVE
v v v r
a `�, r• i I.J o -1 In N _i r � •- n ll, CJ I r.- rte• 0_ c6 c6 r. '.+ � h'',
•>, o u 1 8Q - -
H r,., , t r `r ,r
r` �. O U,, CO Q O r•J N i i N N .,J N iV N r`,J N r j '� t�l CN ('.1 N r 1 N (�J N �� N tX) N I N G N pip O 1-800-382
U,, GROUND E1ADE110E 1KA_S OBSERVEQ THE EXACT � 4 00�p c' ' r,; 00 ri, ,. � i�; �,, cU N 00 ,0 00 �' pp LO a0 It+ i0 r1J co u: 00 00 cQ `� CO a7 _ — CALL TOLL FREE LOCATKaPtS Of S.uO EXISTING UNpERCRtX�ND 00 UTILITIES SHOULD BE AMno BY THE CONTRACTOR
�•: '� �• M(�R�k` HOD-428-5izOO pFOOR TO ANY AND Ali CCNSTRUCTI
'1 GO J 1 .�cJ FOR CALLS OUTSIDE OF WDIANA
*� M + bo
STARL � , � '
HENKE FRONTAGE 'ROAQ *I•
` QNAI. �' sac
Myyuwnunjj11`t°`"J' DATE: DWG. TYPE FILE NUMBER SHEET:
• GlV1L ENGINEERING T CN SERVICES CHECK: DRAWING TITLE:
REVISIONS REVISIONS PAUL I. ��IP�, (N�. . LAND SURVEYING a-21-95 SANITARY S E WE R T Ep sY: N - 501 ,
' 7172 GRAHAM ROAD UOB NUMBER ~�
' ARCHITECTURE SCALE: •�"
• PLAN & PROFILE 93366- 0100
. ! • ' ' HORZ. 1" 30'
..,
INDIANAPOLIS, INDIANA .46250 LAND PLANNING DATE: . >�_ f vFRT. 1'�3' '
17 842-6777
�•,'�', ` DATE
ate• � - °. .. .
(A DAII: 02-01-1095 TIUF• 15:55 f1tE' N 9�3o6V0'100\C.�D\fNf 2\EN(RAN GE 9t1(6C10 ;y
,r•:
J
•°
SECTION 02730 - SANITARY SEhtiERS ° CormN Jaiscladion
/A 1. Scope of Work 1& Trench thou be aptncd cuff-ciently ahead of pipe 14yin9 to
renal obstruetioe►s, and thou be property protected wW*
The work under this section includes ad sanitary sewers, barricoded when loft unattended. Loy of pipe in open '
monholss, costings, cfeonouts, testing, permits, trenchm except when Use local oulhohly gh(es written
govanmentd respect" and opprovols, lets, wrveying perrnis.o for tunrietng. The width of the trench shall be
layout, and (staled 'gems, including excavation. bockflil, 1 1/4 limes the outside diomoler plus 12". Sheet ono broa
granular fill, and dewalaing necessary to complete the work trench at necessary to protect workmen and odjoanl
shown on the drawings structures. Al 1rtnching to comply with Occupot"
Safety and Health AQminisirolion.Standards• Ktep trenches
1. This Is on outline speciflcotipn. In case of conflict, the free from watt(rfw►t construction is in prpgeu. U{4er n0 .;
standard specifications Of tht City of Carmel Sanitary ciecumsionces joy poe or oppurtelaxAs in standing r01/r.
District Slondords for design and construction of sonitory Conduct the discharge from trench dewoteriog to droeib or
sewer Nay, 1989 shalt govern for 911 instollolion and notruol dresnogt charm ls.
• rnalaidi e
3 5anilory sewer pot p g 19. Forty-tight (48) hour notice shall be given to the City of
sha11 be 'Corsets trust-P' e' conlarmin
to ASTN, D-2680 or PAC In occo(danct with ASTN D-3034 Carmel, Dept. of Public Works prior to V4 start of
(S D.R. 15) anal AST1J 1321. N rumum cell clossifKOtion for seww construcl'on• Also, 48 hour notice shop W given
PVC and PVC Truss pipe shall be 12454-8 or 12454-C Piro( to any toting done on line serer.
PVC Fora Yons Shall bit clou 200. (SD.R. 21) per spa. 5.03
4. For dl sanitary serer Ants, the Contractor thou utt 20. A4 connections to 414t»q monhoits sixes be core 4-4e4.
gasket type )Dints. No glue joints shall De allowed;
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE installed and manufocllXS4 n Occudorxt with ASTW C-42S 1t fitted 'Ih rubs ^ Ins or gal ets, q jataoit. shoo bill
1 , I
• COAiED STEEL REINFORCING OR AN APPROVED NON-CORROSIVE fitted w111 rubber rings a gaskets, Nanr`►de Nclioru shop '
FIBERGLASS MATERIAL, THE COPOLYMER POLYPROPYLENE SHALL 5, Ail sontory manholes shall be 'PrecW concrete° manholes hors .Q. rings �i shag nett oci C-431 KoMde
MEET THE REQUIREMENTS OF A.STM D-4101 REINFORCED WiTH FRAME AND COVER AS SPECIFIED woterstops shot) bt nstolred at ou ck wiions to
in accordance r►th ASTN Cr418 and Section 720. Kent seal
DEFORMED 3/8'" MIN. DIAMETER REINFORCING STEEL CONFORM- shall be used at manhole section pints. The bedding monhales, vMre lexalt-type marshals conntctians at pot -
ING TO THE L REQUIREMENTS OF ASTM A-615, GRADE 60. beneath sewer manholes shoU be a minimum at 6 inches of f2 u$44•
NON-COATED CAST f�N STEPS ARE NOT ACCEPTABLE. °
.. dart peneoth the monhoN Date.
22. The contractor will be requred to provide GA-built drawings
PRECAST CONCRETE ADJUSTER c to Certif the s4via Torn and slops
RINGS 4' MIN. - 12' MAX. 6. The type of nn manhole ring and cover shall be as specified to the occeptnq again y y
an the standard detail sheet of these pion& of sanitary stweir Seat insto4d of o grade less lhon
e re S'MIN.(TYF'.)
( NEENAH R-1772-A COVER V18 R-1712-B-SP FRAME ) required by Ten Stott Stain"ds will not W occepltd and
0 4' MAX.12" will be the ControCtat rrrtpontbility to instals proParthc °•
y 7. The casting elevotiont art set by pion. However. the Contractor shall provide to( periodic oe-bolt checks on Vw
costings art to be od).isled in the field by the Engineer's sewer elowtion during,construction to ouvs that the
P BUTYL RUBBER 815E ECCENTRIC CONE; SECTION representative should 0 drscreponcy occur betweea plan 9rods design grpdt is being mointained � �
EXTERIOR BACKPVSE and existing grade. Adjustments of 1' or less ore to be mods
MATERIAL. 1/4-11/116 CKP AST at no odditwol cost to the Owner. II od stments exceed 1' 23. The rniahvum llnickaeu for concrtte encoilr'l>Mt e� be 6
M T TIAL. ESSS FROM consort the Engines fa the revised top of costing elr,060A. x
i.. , Costings should be set 3 inches above finshed grocie etevolion
BELOW TOP OF CONE
TO CASTING, PER SPECS. -� n unpaved orwt and graded for positive drainage away from
manhoit. 24. Pips bidding shall be o minimum of 12' of f}$yjtanc abort T I
pipe and o rnir4num of 4' bob« thq pipe..
CIE 8. No construction of sonitory suers will be allowed to
MANHOLE CONFORMS
° TO ASTM C-478 commence unit o valid construction permit per 327 LAIC. 25. 1ht stow channels lhrou9n manholes shall De U- rich
JOINT CONFORMS TO Article 3 from the Indiana Dept of Environmental Nana9emtnt the benchwoits extending to the crown o!_tM incoming and r
ASTM C-443 is Obtain" outgoing p(pa
.d
9. Back GU around of structures and all cuts under paved 26. AY sorvilary sewer pipe uos" bad-acs of voter ((vast be
altos 'Lh gronu(or material. Trenches opening within S cfuct'lt Hon pip+ 'wilh mechanical pInls h odddkn.
feel of paved roodwoys shall be bockfiled with granular
r' wits(: there is less thou 4 feel kom U* crown Of the Pipe-
material in occordanct with Section 211 of the WWT spots. to the stioom bed, the Pipe mutt bt erlo O A concrete to
limits ■ho.n on the ploru and drools.'
10. The Contractor shall be (06Ponsble to( wd)ing that ou
Stott, City and County p (nits have been obtained by 27. No voter shoo bt permitted to loe+ into the sanitary sewer '
0-RING GASKET BETWEEN btverOper prior to start of construction, s)stem. Controcto( shots utilize o pump_ to keep the wottr
ALL RISER AND NONE level Defym the pipe. Pump diaCtt(Y91 shall be Airtcted to a ' 1
i, SECTIONS, PLUS 11r
E)CTRUUABLE GASKET U. The Contractor shall De regw(ed to furnish the Engineer storm outlet.
(KENT SEAT. OR EQUAL) MINIMUM rich a set of prints, marked n red pencil, shoring oclud
•
1/2- PER FOOT SLOPE sewer location arvd Invert, to include Iotad IocOtion, 24 Storm Water Connections: No wool deans. footwvq drains ;•Y
depth and length. Such roe-Duilt� prints must be reclined std/a surtax rot( drone may be carulttte4 to 11►t sonitory. , � ,,ti •��-'
6 LEVEL, BOTH SIDES by the Engnew Wore the find contract p0)mlnt con be fewer syettrru, nciu6nq temporary coru»Clims n9 1
authorized The snit se.►er laterals and stubs canstrtKl
PRECAST CONCRETE a� _
SECTIONS terminotion shall be indicottd on the surfoct with o meld
�� fence post set immediately above sold termination Pont. 19. No buldirvg lateral ca�nccticru thou be pamiticd anti the
sanitary sower gas been tested, nspelcdod and oaepled by ��A
�i 12. Al sanitary sore Ihu upon completion well M required to the governing agency. Foture to comply may (squirt �i
c r
you o b w a essur t err t s st or n fil U of ion test, unlsu odd Bond let ling. Caton in9 anal televising O( sear I net
4 ° e #4091,2"O.C.-B.W. otherwise directed by the Engineer. Soil test shod be to Obtain OCGeptancl.
3'MINIMUM conducted according to NCPI Standard Nelhod, and shalt be
witnessed by an Engintrr. InflUotron under lest shall not 34. Shop drawings of dl saroary mcimci s ale to be submitted
r
6'OR 8" exceed 100 gallons per inch of Inside dameler of :ewer pot to the Enginatr per Section 01140 0l sheet 0901.
PER SPECS" MIN MANN LE BASE SET per mile of sera in 24 hours and indusivve of dl
ON 6- OF 12 STONE appurtenances within the section being teste4 ,such as
monho+a, house connedions, etc.
�~ 13. Deflection tests sholl be performed on dl flexVirs Pipe
MANHOLE PIPES 8"-24"
after find bco,04 has been in p►oio of Itari (0 days
STANDARD / No pipe shall tue.4 a wrtitd deflection of SX (•TM
S�-8 faliowinq ore considered nonfllxlb(e pets: concrete pipe, '
NO SCALE ductie ion pips, cost 'ion pipe. asbestos cement pipes)
14. Al testing and inspections will be the responsibility of
the Contractor and " be observed by 0 Profeuiond
Engineer to certification.
15. The ends of loterols ore to be plugged light with plastic
2' LETTERS, RECESSED, disc a cap copoble of withstanding o low preswre air test
FLUSH veTH SLWACE
'Q NEENAH R-1077-A CORER without leakage. �
2 CONCEALED 4
PICXHOLES • 100' NEENAH R-1712-8-SA FRAJrIE
(N9204-A OR CITY (E.-I.I.W. EOUIVELENT - •1031-3) 16. Goss C bedding as descrl,ed n ASTN C-12-74 (ANSIA 106.1) `
APPROVED EQUAL W/ SELF-SEALING APPLICATION OR a ASC MOP No. 37 shall be used, except where specified Ilk EQUAL PER SECTION 3.04(G) Otherwise. AA precast manholes sholl be btdded an o
!]❑ OQ
granular inundation (6 inches minimum).
00 00
d p 17. Water and sows Ines crorsings and separations shall be in
130 00 FINISH GRADE occordonce with Ton Stott Standards and loco) codes
V 0 P
J -
There shall be no physical connsclians between o puaic or
7P ` private water supply system and a sanitary sever cc
"SE LF-SE ALIN G°
� APPLICATION 4 �- � appurtenonces ther eto much would permit the passage of any .
polluted water info the potable supply. Sanilory sewers
; MACIitNED BEARING SURFACE / shall W lad at least ten (10) feet horaoniolly from any
lob existing or proposed woter lute. The d(ttancs shall be
4' REPLACE EXCAVATED MATERIAL meawre4 edge to ed In coves what it it not practical {,
M T.C. ELEVATION - to maintain o ten (10 tool seporotion. the oppropriote
a
if supported by data irom the design engineer. Such
revievinq ogency may allow deviation on o cost case basis
1 ,
rYr deviation may aloe installation of the sewer Dour to,o
T IT ,. water mein pronded that the water man is in a sepo(ote
r.._
u ' � trench of on on undisturbed forth shelf lasted to one side
=- BEDDING MATERIAL TO BE COuPACTED 18 CRUSHED STONE of the flrwer, and at on elevation so the bottom of N wale .�.
34. « ys. Q _ _ man is of 1" 18 inches above the top of the sewer. +.
( DEPENDENT UPON O.D.
Of RING SECTION IN USE) 24' NOTE: FOR ROCK OR CH Sm I LD BE 4 ;
MATERIALS. THE TRENCH SHGVLD Bf OVER Sorulory ewers crossi,9 vats mart shag be laid to
SECT10�! "A-A" ExCAVATED A MINMUM OF 6' AND REFILLED provide 0 minimum wrtKd stporatian distoncl 01 18 inches
w//6 CRUSHED STONE. ALL FILL IS TO MEET between the outside of water main and the outside of the
CLAY T1AP. REGIONAL WASTE DISTRICT STANOARD. serer. This shall be the case where the water man is
either above o(,ptlow the sewer. The crostsinq shall be
orrongod so that the sewer pints rill be equidistant and a r,
• ° FLEXIBLE PIPE BEDDING DETAIL
for of possible from the water main joists, where o wafer
SANITARY SEWER / GENERIC
k.1- main crosses undo a sewer, odtquatt struclurd support °
•HCIFr ►rOLE>r SA=3� SA- 18A NO SCALE (CLAY REGIONAL wAST>` DISTRICT) shall be provided for its sower to prevent damage t1 the ° �•
AUTION
LEON SFis -�--- N O SCALE MANHOLE FRAME AND COVER vealtr man• When It is impaet�tt to albta�n prDprr
r'
LOCATIONS OF All EXISTING UNDERGROUND UTILITIES f horizontal and vertical seporation as slipUloted obove, the '
�Q SHOWN ON THIS PLAN ARE BASED UPON AWA sewer shall be designed oral constructed Baud to rata pipe,
.Y1 GROUND EVIDENCE (ndudirq but not limited to, and shall be prestxxe tested to uwre water tightness Pinar
`• r "N„'„IIw ,�r ` a �1p manholes. inlets, vdvrs, and morlrs mods upon
,.. ,� C, ♦ the ground by others) AND ARE SPECULAiIYE IN 1
NATURE. THERE NAY ALSO BE OTHER EXISTING
•
Olt !Q �� UNDERGROUND UTILITIES FOR WHO THERE IS NO
' OF/•' E4�, ,�► _ ABOVE GROUND EHDENCE OR FOR Ii"CH NO ABOVE
! NO. I= '�-8 X82--` GROUND EVIDENCE WAS 06SER�EO. T}lE ExACT
0i 30 CALL TOLL FREE LOCATIONS Of SAID EXISTING 11NDERQ3%Q I �t'
STA�IOe' r -. UTiUTIES SHOULD BE VERIFIED BY THE CONTRACTOR
w WQ 428 500 PRIOR TO ANY AND A!*L CONSTRUCTION.
FOR CALLS OUTSIDE OF INDIANA
HENKE FRQNTAGE R A
DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER SHEET:
REVISIONS REVISIONS • CIVIL ENGINEERING TECH SERVICES CHECK:
� � ► 4 PAUL I. CRIPE, INC.
n 4-21-95
• LAND SURVEYING SANITARY SEWER ;kj
.,
7172 GRAHAM ROAD • ARCHITECTURE SCALE: JOB NUMBER A£'1
•,f y-07/ JS INDIANA 46250
INDIANAPOLIS, SPECIFICATIONS & DETAILS
o DATE 17 4 - 777 • LAND PLANNING DATE: y�s/ _ ��- NONE 93366-- 201 �� e-
+' DATE 01--30°-1995 TIWE: 11.15 FILE-. N 93W 20100 CAO\ENGR o33b6C7t
- '� PLAN T. 1.�.AN THREE ,
9 '
I -
-
. 1
t _
•
- - Z-7 --
►� I' Itrl� 1.�. r :_` 93 A 0 0812. - ._ _
821 r-
•
_
gs
_
lk-
S JI
0
WC-81g. 0�
■ _ _ ?
- C-823.93 - - C"8 J.26 --
;� _ ._.,. - - - -
' ••�' r � . . l--^�--- "f- � ° •..,._•- - _ - __ _..- -- -. _;. - f,G - -----.... _. . . _ ` _ 1C,823.,,
02 1C
,:.9 •�f•—�'6,'� rt�1,. t`. �( l��'•Ilf OV
823. - --
r' j'1�.'' EXICNO CXISTING 4'X5'-GO CRLT( X CULVERT_ i / '
' PLAN FOL) R '-
__- MIN 15' Of NEW 4'X5' CONCRETE BOX CIILVT<R1 \
PLAN O 1#W INVERT • SPECI / I �/ ' r
,. SCE C702 fl1R RID-RAP SAfC>FfCAT ' MEN=
STRUCIURE DA1 A 1 ALLE _ •F
STRUCTURE t CASTING 1';PE STRUCTURE -TYt'E �
700 _ END CT1ON
1.
a _ _
701 R-1772-A ST-36'
_ -
702 R-1772-A
•� ,�
� o g 703 R-1772-A ST-36
704 R-3 Sol-N ST-36
r CL
N 705 R-3501-N T-36
V r °00 706 R-350 1-N_ ST'3�
° Z °o 707 R_34L-� .__ ST-36 t
q c N�' Z 708
o`r' v N i- 709 R-1772-A T-36
, 0 o co cx cr 710 R-1772-A ST-36
711 _ R-3 501—N__ ST-36
-�i N� ��z z 712 R-3501-N ST-36
0
+r r 0D O
N O
r V � Lt: t'J1 0 0 0 .
+ n0 0) C) pp °
r _ ' LEGEND 00 CC N
� ra � 000zz � o r �� � +
� rn ►��- +'")Z ~ z PROPOSED GRADE
c~l1tn►V- ZzZ '- C��� 0 rn aOiui � - cow C NN►- -
v 00 z
L&J 0
~`\ w 00 CO►-- 00 p0 �- V(n J- z z
c o � g D
+gzz � + Z0 `
• J , `
171 _ o �� o� -' EXISTING GRADE {
I
PROP GRADE W 0 z o a 00 w PROPOSED GRADE - '� —�- '�-.� oho,0 0 0 ;1
LENGTH , 2 E : I ^�c��
PROPOSED DE ►- v Z Z o f- v z z ,� r -- "'� 0 0 0 0,0 EXISTING GROUND .;
SLOPE : 2.SS 96g _ o .tl;' � ��" - zs - °v °o °o r 0 N 0C v . .� cncn�- .� n b ,
o c) , u� L v o(0 _ 1 0 ,0 0
• 12in.RCP �, cJ o 0 0 _ EXISTING GRADE O o 0 0-- o � ti // ,
RCp 0° rl o0 r (6 co r ��� ro CN o° ;0 V )Ln / In.MCP
"� 0',0 c0 r 00 O p0 w 0 0 .' / �' �5 ExIST*G CENTERLINE ELEVATION y
i LENG y w� r0`-' w •►- 0000 N .. xoo_zz � i i �2% � °
'
640 I �� � +►'� +p z w°o g Z Z o w In►�'' w ca'`� o N►- ►- �- �-'� S pPE ~---'_-- PROPOSED CENTE} ELLYATION t.ti
I
0 0 .- o .-
cci►- ,- ,- +tr; + �i- o o / I 2 LENGTH 2 0
S OPE ;24 �'` � _ r z o = �� ao�� •00woc � N►- ►- o�,►- �- � � ���� �N ,P2 I L GTH : 29'
I I I I �� I �\ o �� o � � ' ;Q �'�' ' o . . 10 x o ..�� rz �n(n►- z z z `LNG (SLOPE . 1 '049: S OPE : 1 .04% 10+50 ,
151 o ° V)0n _ z V)Vn�?? �cn� zzz � < '�' � �`'� Y ! � I 12 in.R P 112in.RCP ..;1
I i I I n RCP r co N i,- ? V N►U z z
STATION
I
\ 00� �1 f 00000 C. .
s o o, ( I I 00000 GRANULAR BACKFILL -
�� � Q� 00000 0 " I I 0°000 { N
O LnV/')s 00000 O O O
00000 0000 O Cj �' I I
1 I I I I O 0 0 0 0 O I NOTES. :,i
I � O 0 o O o o aW I 1. CUTS Sl•+ ARE APPROX►WATT TMCEN FROW EXISTING GRADE TO INVERT OF ✓lam
nOWc
° I 0 O 2. FIELD ADXSTWENT BY ENGWEER WAY BE F4.OUIRED AT ALL OUTFALL POINTS 70
°
AaA PROPER CUTFALL CONOITIONNS. w
1 ALL STORW DRAINAGE STRUCTURES OE: "MOLES, CURB INLETS) SHAH HALE ~
I J I LENGTH : 28 I I POURED FLOW LINES ANO BEW>4 WALLS THE FLOW LINES MO BENCH WALLS SHiALL
i LENGTH : 13 LENGTH : 2 9 I I BE TROWELED SWOOIH ANO HAVE A WWSHED ["SHL > ;
SLOPE : 1.44% I I j I r
I I I I 12in.RCP LOPE : 6. Q7: SLOPE : 3.39%
I LE G-'N : 16-1 I I 4. ALL STRUCTURES SHALL HAVE CASTINGS J01I iTS• LIFT RINGS Ah0 PPE CONNMECTIONS
1 I 12in.RC 121n.RCP SLOPE : 5.46/0, I ° I I I WELL GROUTER TRO>rELLD Su00TH TWO BRUSH FINISHED.
I i
I e 2in.RCP I j 5. OCCUPATIONAL, SAFETY AKO HEALTH AN"STRATION (OSHA) STANOARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART -P' APPUES TQ ALL.
EXCAVATIONS EXCEEDING FlVE (5) FEET IN DEPTH. .I
l I I I I 6. IN ADOVTION. EXCAVATIONS EXCEEDING 5ENTY (20) FEET IN DEPTH RLOURE THE
1 DESIGN OF A TRENCH SAFETY SYSlN BY A REGISTERED PROffSS►OKAL D"Wa •
�;', ,'•ti / + i I I I I j , I IT SKALL BE THE RESPONSauTY OF THE CONTRACTOR 10 COWPIY LATH 4
I I I I ! I I I A80V( STATED REQUIR£WENTS. ...�`
•', .•, a. i I I I I
tM1 . i 1 I i 'MajY ►V�.EY" ��I
I ' I �N�'I' S- CA,r UTION ar
DATUA! ELEV DATU.V ELEV DATUW ELEV DATUId E1.EV I ,
' IOCAl10rtS OF ALL EXISTING IfNOERG#tOlJtrO UTLf11ES
• 800. 00 605. 00 910. 00 000.D0 [j�(� SW*N ON T H S PLAN ,� BASM ►JppN AW A4
rn N 0) c0 a) 0) rn 00 O O r .= rn N 0) r to O) � 0 coo a0 O 000 N r O Op •- 'n 00 M r N O O O O O p 1� f� UZDJNQ EVaNICE (r4o&¢ but * lm1Ud to.
t6 0 N ,� CN r� 6 r OJ N � d O rn O � _. 0 N O � � � N � 'N N � B�1 V LJ mgMhoist. hkts. 4 Ma, and morns mods upon F y
i s M N in N N r,j N N N CJ) CA O O? 6 00 C6 r 06 _ _
t• N , N N N N (V N CV N (V N N N N r r N N M 00 r �_ N O N N N N tj
N. N N N N N N �� N N N IM ound D OlhKi RIND ARE SPER1EATtvE
00 Va0 00 VXJ 00 co VIO 00 00 t0 CO 00 c0 p0 pp 0p p0 00 00 00 0p 00 00 00 00 °D 00 � CO � 00 00 co � co 00 � 00 � 00 �I NATURE. THERE WAY ALSO BE O1HLR D2STI NG co
UNDERWUNO
ABOVE URaAl) E�VICE?NCE OR *#CH NO AWK
2+50 2+00 1+50 1 +00 0+50 0+00 0+00 0•+00 Ot00 0+50 1+00 1 +50 '�-$QQ-382-` GROUND EVIDENCE WAS OBSERVED. 1141: fuzr- +
CALL TOIL FREE LOCATIONS OF SNO "STING L�iDERCFj,CUt•ID ~
•�` ,,;� ���%;�i,�•�' `'� , � ' 1-80C�-428-5200 unuTlES sHau BE VERIFIED By T»e'c>aNTRAC1oR ,.
;' PROFILE ONE PROFILE TWO PROFILE THREE
P R O F I L.E FOUR FOR CALLS OUTS;DE OF INDIANA PRIOR TD �.Y AND All COrISTRt�No.
HENKE FRONTAGE ROAD
REVISIONS REVISIONS ♦
Q.IVIL, ENGINEERING TECH SERVICES CHECK: DATE: DRAMNG TITLE: DWG. TYPE FILE NUMBER SMEET:
PAUL I. GRIPE, INC ,* ♦ LAND SURVEYING a-21-95 •►►1
7172 GRAHAM ROAD
STORM SEWER C701
•. - -•,,,� , -•�S' • ARCHITECTURE SCALE:
INDIANAPOLIS. INDIANA 46250 HORZ. 1'-30' PLAN & PROFILE Job NUMBER .N
w,r t '� A UTE' 17 842-6777 • LAND PLANNING DA �ji'.-� .Q/- ART. 1'43' 93366-- 20100 �r
w , 1
DATE: 03-30-1995 T1►E: 13:30 Fkf: ►� s33G6 2d10o CAO 9 cn
1 a • •1
• r SECTION 02720 - S1GRst SEWERS '
.'111:1 • .i`� � 1� � -•
• Y tcllcu 1. Scope of Work
F ` ; --------- The won undtf this teclion i4dwo" oU storm sewers, slam
I ;O: pMttprT , u+•r inlets, and (Noted items, including txtovoting and
w bockWing. nomaory to co npltle th( work Shorn on tht .'
I 101 drowingc
µ J L r,I,th, w�M' ! °' •Imo'• 1+ 2. Stondad specificoL" of City at CormN and AOiata
I Lobo Y
`OW to " Oww Dept. of Tronspartolion StondardI Specifkationt chap apply lot
SLOPE DETAIL oh work and mot•rid&. Pipe shot tt intldted in
C EARTH OR SIDEWALK SURFACE occordanct riul $eclion 715
• ' ' PLAN VIEW CONCRETE CURB 3. M storm sexy pipe shog bt.reinto(ctd concrete pot
conforming to AM Desi notion C-76 Cass III, 11(titi3 '
t �, o shall confaTx to AS161 C-433 blest revision.
othrwim noted. in occadonce with Section 906• Joints
as ftWA W4 4. Subdroinoge system ettalt b• intidlad a &ttorxn on plau atQ ', �• 1,
tor" w u1 wet tp1 ; ; ; . .0 polo o..•a,r�•dq be d pipes daignoted n $Ktiat 9% of V Iona DepL of .
m � ironsportotion spetilicti0ns oa follows; _
1 err s °� �' INSTALLATION REQUIRED:
w 6' I - oo Pipes to t» insto►kd fa subaatoct drono'ge only shoal be �•
A` � _i BOTH SIDES OF ALL PVMT. t'
� SECTION Y - Y - lM t0llowng: •'._, T'
o h. SUB-GRADE AGGREGATE `
A �A w8 WASHED GRAVEL OR Pertoroted Caro ted droin a pipo n occo(Danct 111th
` _ 1P. ti' • DEPTH VARIES AASHT0 w251 �AA4iTO >r 294. PYC tltndl hwt rrwtirnum ul ~
r CLASS A" WASHED STONE
17' c As c 'k 6' cios6fication co niormng to requirement of 12144-C ASTU
MW sN1�t SHAPED BOTTOM I 0-1784,
kw-"(or to"") to H Ono - - �, PIPE MATERIAL: J^ �
lwwl w ow sr,w►ort Rwwlaa/ t" SHALL MEET GENERAL INDUSTRY later• pip• is to lt• unto for irisi or of olhs( subnArt lot
a c.,o.►.M �pwtqWtun b STANDARD FOR CONCRETE, dwnng. it may be on• of tM falowitg
• t '•. c�• ro.n's' ca+a•l, laterds Ind/a sump pumps and inslaled •ills provisions law
H
,
CORRUGATED METAL, PLASTIC, OR MIN.
�A r ( Sl+..t WE-I I D.O.T. APPROVED EQUAL, OPEN JOINT 1Y wN. A. ASS Corrnpositt in occadonu with ASTU D--264a
OR PERFORATED. >r Wx. B. PVC in occorBanc• with ASTit 0-3034 SDR-35.
G PVC Carugat•d with smpoth interior n occadwc• >,iih t
' LONGiTUDWAI SECTION o« .A- Co" � � T t ^ r NOTES: °.
SECTICN A - A WSTALLATION Of UNDERORM SHALL CONFON TO SEC. 718 OF i.D.O.T. STD. SPEC S.
ASTit F 94 9.
UNDERDRAINS SHALL NOT BE INSTALLED UNTILL FWAL•GRADING & CCwPACTiON IS COUPLETED ON SUB-GRADE. 5_ Bockfil awns al struclura and outs under paved orem v
ANY CONTAMINATiON OF UNDERORAIN SAWILL SHALL BE REWMD PRICK TO INSTALLATION OF AGGREGATE BASE. and within 5 ittt of pavement •4ges with gronWa motrid
A t co,nrt., ntx oo ninon I.-Au&c '. SAA IrKx Aw0 UNDERDRANS SHALL NOT BE INSTALLED UNTIL UTIUIIES LOCATED BENEATH UNDERDRAINS ARE IN PLACE in occadonct with Section 211.
_ S1.D4N M vV)PID[a 110 0.®opco"OK Asw
` KUhA11N C 7 Gout l I r r M•M/M'b�i,r►1
I fiewwDp,1«1x r►aka s r,K*x t.x.1 10'CorcD DtA T (,net.) A ► C x D . E . K R1 R2 At+9f0 ( LE. WATER>rIAINS, 51CR1t SEWERS, SANITARY SEWERS ETC. ). Ssrect Granular f ll - xe+I graded sand and gravel or 1
,�Ac./MCtD ooPlorcA Ap ppo-.uo1 c to oAu.la x w" I cruthtd stone, that has o unilormity cotlfiCient (ASTW
sa a 000C M4►rs r-Y - 13 w, 100 ' ;}
,2•• D-2481) of oggrregata and cantons kss than 5 percent (by • �'�,
I,wpkl°�,1- ►l Y Palo.s..0 1r-(A O.oat-V.C1oPA P74 I , 4'- r- - 1 1 12 t t two 0*01) fnq passing 9 Ko. 200 S+ew silt. Cnsit•
AAA Mock A s r a 01x tA1o1 w nil-K•C°uc710 , tt r- -r I x 1 1r Iwo���►K at�1 sue.,r K.ao w �mPOO'ri� •lcavottd granubr moteriola mow bt uli¢ed tf opprored Dy
r- I� K 3 >t too Kc,o•w UAT 1Q no•Lon AAC 1Wl K p1 tl•Pu K
000UMT AAA mod 11WA,A SMWIK AtAAPL NOW1M ARnOKMW 1r-r 0 1DK•,11 a.•rW aces of r tp 1x acP(v 1K DO nano. I i i- - I! 1 14 t woo 6. Set slondoid debts ,heft 4 construction di(rtenSiont of 3 1 N r- I I t t is I.00
'row ar s �*c.r>onwia a> Liw I - - r-r i, It I n 1 ,too :tam sUuctures itartttoies, inlets and conch Dos+ns shot► ��.
>rf Kv"Of s Mwt06�O.,w4 N"clam 114 w»� ,1 t'_, r- i, >a PIPE U N D E R D R A I N DETAIL bet accaamu w�►, 5<ttwn ecart i QrtUe t. and
VUWARoa ro K>ras�o►1ot1.trw WAO, tl•*I la mtrntlolts and inlets sttott a in occadonct with `
AIM KIP ft%437.Wo"fft ST-13 , .
L-PCx ..rim ai.ruPv+a rA(l A101 olt.a1►+x NO SCALE W/ ROLL. CURB (NAltAl1.TON CO.) ASTU C-478, bltxl feri�iort. $l•ps stria! bt Ovc1k lion a � .-
tiuKD..'e We MW coA&I6M roc w.1 u wow t• duminum intaVotly cast into Catch basin vdtw0tit. r i.
I I'' v ARwO,A r 1x►•acts 0 0 4111M
►oo tvAL a caoln RAAn K&aw0 MA O.0 K u i r�
7. The Ccntroctor shdl prlynlde o minimum of 1' of Corer otter
,1.. s ' ' ► DO SSC,10.S"a K►.0 r%Al t1x:Pr1A.(T w 1"a IAo1
Pa'rr'C 1110 XC10.'OOOKM 11 PNCi 00 ACCVIO
r 1 ,,,� �x•.OPr.-r.w,m.G ati >e PRECAST CONCRETE END SECTION as slam Nwri Contest rtgin..r it proa«Ttt at rtlncRxnlsred, �►
ST-3Aw( saT+oa .c coal lain sew,■ r.aaD•1t $. R;p Pop thoH b• a rnnimum 6• and a R1Gx,mt+m Of 17' in silt ►
cww.cl w'ma►v sea rot M e.`no1't, • NO SCALE and o minimum 18' in depth. Dirneni ohs kx rip rod on this
°r ^^LL
plan ore for Wmotin9 Pk-rpowz oNX Actual belt' '
r plocetnent of rip top than w determined by Wid coax tionf ` a
I ° and sha be it occadwnu wig Section 616. '
^•
T.C. ELE VA TICK
I I I I 9. Au drortoge Pipe and ditch ou t l alts 10 r"%409 s U toms
MAX. r Of CONC, RISERS A shop b• constructed ki occordoxt with drovi)g wOjKt �
A 1/2' "TAR GROUT
'C pa[r�Ory pit[xS horevr, to any moddltntian reQurtld by Engnter at the ,
t
(SIDES k TOr OF 70 �" � Sa time irteolbtan is completed and to any od' sUrtertts.neet'�+4
AOJUSTiN0 RI14GS) "/ 's' LESS for f*d conditions not adecwifly ontkiWed by ltte t
t
1 /C YAY � IrCkf i•r,
. P,1cus1 � dosign drottriags. ^
T.C. ELEVATION KINFO*= '
` t a CONCRETT 'O C D 10. Castro ihou bt as shorn on Mai shat for manufacturer, - r ri
'C DrIDrS+Ct+ IttJERS =1-
0 PIPE Stu � �
�• 1 �� 2'7' ear' trite dad number.. Alt costirlgs sttoU De Neenah a East
I/ 45'OR IFSS AFL, srvs RcryaaD 36' 60 I Jordon approvttd egtxll CostlnQt illai! bt gray iron rltetln9
' ' t i� /0'MY K t,IpM FLAT TOP VNr D miM DIt7'TN ExCMS .e 77' ASTV A-4d, bast rt+is4i.
v r Il 6'.
l"l-1 011 DUAL
C D \ (t, tux y� r emcommtndo t ions for u u of sub(sun t s, cornirat s and pond ,
1 D 11. kuidt 9cttkett in ocuxdonc• with monulatur•r s
24 A C / ,\ sptcici instollation rcquramenls. a
a•P 48• PRECAST RISER g r 1
( nCWo*= CowCtl[1C ) f'
I \ T 12. Plow plugs n ends of -complete Piping of end of work day t
a whertttret. wprk stops, and at stubs for futurt bovdopmernt_
� �'
r. UK ill[ XM {_r
Olt Edux 13. Corry depth of trrxties for piping to atobtith Ind-tccttd i.
.O
now I Ines and in t+Irt •1 t>ra t iorlc. Notch under ppe tills ,
CONCRETE T1•aCKNESS PRECAST BOTTOy SECTION s where oppi4ati1e to provioe &did btoring la •ntrt body of
D 1 6'- UP To a' DEPTH PW• '�'
a'- UP TO 12' DEPTH P 1
RCP C:
RCP 12'- IJtP£R 12' DEPTH 14 trenching: Lay Olt pipe in open Irvichm e�tcepl WW
OUT T SSO (4' 4AA. DEPTH) IN �•
iota wtnorgy 4^'r� .ritt•rt p.ntuspan tar tunn•li�ng. �..:
1 Open the trench &XIoci•ntly ohwd of plpt-ioyng to ►errd
any obsiructiortz TI►e width of IM trench • '
• ",�. ,• .:ti• STORM MANHOLE
outside �� pXus 6 incises exlUt std. tar 12 , •�.: .
° ►r r''.' ',. • ,� above the %"I and brace Vona w nett s'---Y to
• '' ' P' r protect warknlerl and adjacent structutm Ali Irwichrig to � t
. . ST-4 •
° PRECA.$T OR MONOLITHIC BOTTOM GROUT NO SCALE W/ CONE TYPE REDUCER canply with Oca►potkxtof Society and Heath AdmInx9=ion
t1
Stondordt. Keep trenches tit* from ralr wMt construction '
CO+ICRETE THICKNESS is in p(ogras. Under no crcumitoncts Loy pipe or �
t' 6'- UP TO 8' DET'M oppu(Ursonces in standrtq wotr. Conduct Ot Clachage from
a'- UP TO 12' DEPTH i Prf�
OVtIt 1T f�'TH `� Q'od• trench dewalring to droint a nolruol Crainog• tltannets.
1'
top of the pip•. bodAI with lath or gronulo( mat" 4T'�
,1. ,'•�
STORM STRUCTURE TABLE 1-4 15 Sockftliirtg: For a bpth of of I•ott i2 ncha obow�tne
SPECIAL SHALLOW MANHOLE �- trot from large Itonti� rock frognwts, roots a nod. Tamp
b this bockfit thoroughly, taking cor•'not to disturb the
STRUCTURE NUMBER STRUCTURE TYPE CASTING TYPE ST-6 pipe. For the reirKwing irerxh depth, Wckitl with torch
_ No SCALE W/ FLAT- TOP REDUCER
a grorwla matoria contani)g stass a racks not br9W
t' 5700 N.A. ENO SEC1i0N • 1
5701 ST-36 R-177? x than 4 inches. Bockfii under .o&&, porknq ortos,
r = 1 Q � 4
. 5702 ST-3i' R-1771 �� �� driveways and strwtt shell bt 4ronulor motria only
1 Q Q tho(oughty cornpated, by opprovrd methods. Trtrtchse t
° S703 ST-36 R-1772 CN a parole( to and ■satin 5 Intl of paved roadways &has be
5704 ST-36 R-3501-N T.C. ELEVATION �Q 02 cautrl►eled the sane.
S705 ST-36 R-3501-N '��RJLC :� - Q Q 0 Q is Mashed Grata 16. Itonhok Inverts: Conslrucl monhd• tiow charnels 01
' r 5706 ST-36 R-3501-N
to j
t •1.•, � _-- ____-- - concrete, seer pipe a brick. Itmoolhly fnisntd and of •: ,,�
5707 ST-36 R-3501-�! i - 4' '� '. 6• Prtorottd
srrni-c'r molar sec I ion conforming to the ins ids diarnet K of
Plastic Pipe (R1 W) the connecting sewws. Hoke changes n sue a grode'
r 5708 N.A END SECTION SSD COrwECTiCN •• 24. 4' I ••.� 44' • grodidly and thong*, it dirtcl•on by Vw curers. Prolkdt
a i 5709 ST-30 R-1772 (<' LUX DfP1Ti) such clumals for all connecting sewers at eodt nwhoie.
' Y' 5710 ST-36 R-1772 ==_ N - - - '
^mow' � CA TIN P 17. ItoMolp sop of Cosingt Field od},strnenit alt a Ieu an
5711 ST-36 R-3501-N '- :
� - LOCATIONS OF ALL E>aSTING UNDERGROUND U11L111E5 :==-_=_� ►o be eriortned o► no oddilionaf cal. K od}+ttmenla 9realr
DICE 5712 ST-36 R-3501-N _ t_ ` r. t . -
r, sHOtw ON THIS PLAN ARE BASED UPON ABOVE SSD CROSS SECTION shoo i at required tmwil tM Engine( irnmtdPoiety fa.( Nt�
t � GROUND EV►DEit1C,f (indutrrl but not limited lo, as_ � � revised top of costing etevction. •.�
r ST-20 NO SCALE
R ' j 18. Shop Cirowlingt of all droinog• ttructurss shoal bt wbmtW 1 r
maltnalK. insets, vdtl.s, and marks mode upon .
the growW by others) AND ARE SPECULATIVE W
E' °► ' NATURE. THE UAY ALSO BE OTHER EXISTING r to U►t Engineer pr Section 013{0.
THERE
u` ,,�• [ ,. UNDERGROUND UTIUTiES FOR ViIHICH THERE iS NO • • =: ;
`� <• ����,� ABOVE (ROUND EVIDENCE OR FOR WHICH NO ABOVE PRECAST TYPE A INLET
1--IM-X382'-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT
WOO 1
i r JOLL FREE LOCATIONS OF STUD EXISTING UNDERGROUND
UTIUXS SJJWW BE VERIFIED BY THE CCNTRACTOR N O MODIFIED
• a 428 52
J.
•�' T' PRO TO ANY AND AEL CONSTRUCTION. ` ' I
10 " a' FOR GALS Ouri" Of 111,014" ------ H EN K E FR O N TA G ROAD t
• J .r.
REVISIONS REVISIONS • ' CIV)E ENGINEERING TECH SERVICES CHECK: ► DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER .$f{�ET; ,yt►
P•. can .: a PAUL It, CRIPE, INC. • LAND SURVEYING 4-2t-95 STORM I SEWER
7172 GRAHAM ROAD /• ARCHITECTURE SCALE: JOB NUiABER
t I Q^jE, INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING DATE: /- 'j- NONE SPECIFICATIONS & DETAILS
_zfz& 17 842-6777 >
o '
�;�`�d_�•�" �'. �,. '` 1 � DATE: 02-14-IM Tlu£: 1?-.44 FILE: N: 9.1366 100 CAD 1 I-
ti h �'
1
�
° 6'"Q'ilET1KL?l TAAKSKRSC
, '; • ,, �. 't EARTH OR SIDEWALK SURFACE
�`1, 1/2' PRCFORUtp
CONCRETE CURB JOlhT,F"O
ti 1- A. i »
00 0
��+ �, , i•. I � ! o• TAANSV[1ri[ JOu�Ti
is-It `, .° 6" �i BOTH SIDES OF ALL PVWT.
INSTALLATION REQUIRED:
SUB-GRADE AGGREGATE [XPANS" ,JCMT SPACING „�•^
y8 WASHED GRAVEL OR p �•0. DEPTH VARIES
• .°I
CLASS 'A" WASHED STONE �� PLAN '4 6.
Re ,
SHAPED BOTTOM QACK OF Cv S'-O" i-o' R/w u
;�• " PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY - ' Mh 4' TOPSOIL .�
STANDARD FOR CONCRETE,
CORRUGATED METAL, PLASTIC, OR MIN. a BACKFILL PREPARED SLlRGAAOE ,
P,.
.. • s �
D.O.T. 1tlR. ,
APPROVED EQUAL, OPEN JOINT 11' .�
OR PERFORATED. la* "k SECTION
NOTES: •� �y .I1
INSTALLATION OF UNDERDRAIN SHALL CONFORv TO SEC. 718 OF I.D.O.T. S1D. SPECS. THE SPACE KHIND THE CURB SHALL BE FILLED `MTH SUITABLE
j ! WATEWAI TO THE REOLAKD ELEVATION AND CCwPACTED IN LjkYERS '
SUB-GRADE.
UNDERDRAINS SHALL NOT BE INSTALLED UNTILL FINAL GRADING k COuPACTICN IS COMPLETED 011 NOT TO EXCUD 6" IN DEPTH.
MY CONTA"INATION OF UNDERDRAIN BACKFILI SHALL BE REWOvED PRIOR TO INSTALLATION OF AGGREGATE BASE. SUBGRADE UNDER ALL CURB, SIDEWALKS, AND C4bAS SHAM BE
UNOERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH UNCICKRAINS ARE IN PLAC£ COwPACTED IN ACCOROAmU VATH SECTION 207.02 CC THIS STD- SPECS. �'' Y•'
1~,
( I.E. wATERuAINS° STORU SEWERS, SANITARY SEWERS, ETC. ). ,
° 9 a
. ,•, TYPICAL SIDEWALK DETAIL °
P V16
r .
' NO SCALE
PIPE UNDERDRAIN DETAIL
ST-13 `
�. NO SCALE W/ ROLL CURB (HAMILTON CO.)
r 1• �•�' 1.G ILEV. • +
• .r J• TOPSCL �° � I
° r SKADUR 31 Hi-WOO EPDXY
1 P'LACEuE T)Of THE CONIC.
T CONC. ONTO THE ASPHALT PRIOR TO BAOCFILL
'w •
ISLAND 1' SURF AC£ �\�
k' Z AQQ DEN% *ACS .w►r IGUlrD :+,
KK A.C. BINDER
dQQi p •.• o. �»c�l ,, . .
� •° `C�0 f� Q L�J O O O C G• `• I'f" ••'T �.� >ti �1C LIKIL
O•QR • o�•
24' s `
. I
►WAS
r
CONCRETE CURB MEDIAN °
• I C�AAL90M ,IpM1S AX RfO.�RED Al StOfa1 ruTZ +� ,
P V10 CCkVjCUok °pwTS s>+ouD BE WAL13 AT 1a' SPA04J&
NO SCALE �CO►tTAAcl" ,oom %(&L BE XW D cR SA IN P
MWTpAJ0UAY�D 0*4 TO A DI" Of I/T' Iwr,
ROLL CURB
P V5 A HAUI,TON CO. .
NO SCALE
i TOP OF 6" CURB
I� 3
3' TAPER r
4 1/2°
Pwi. SURFACE d•. 'i.
hh' 1" lJP TC E1ty,
+,•
A ° N
3' TOPSOL lOM FAIT OF GUTTER
PV11T. ELEVATION BAC1fflll-��\`.l\§ : � '• '
.� IWY K J'O.JK,D
►K�O1 w V m
CURB END TRANSITION 0 09 09
• P V7 o ro
/• NO SCALE 6°
e
24'
P ! I ►TOTES: °,
EA?mS O1 STS AX RIDUIRED Al SlMd KETS
! •v
CCMf1lAC1Ca1 AKTI SHOD-D K AdIA11LD At Id SPAGIhGS.
SPACK StC LL K S' ON OAA RADI
• cpITIaAt11a1 jOr+n 9{ALL BE t00LED CA SAW � �,•°.
R/W t PAVEWENT -�- I <
1' 11 CURB GRADES SHOWN IN PROFILES R�A1 Lh� Gj;NIJM AIS,Y POLIKD OM TO A OVIN (F I/2' Wk. '
h• ° R/1M Line ARE AT THIS POIN1
EXISTING GRADE SNO*" IN I `
PROFILE IS AT THIS POINT �• R/W
30' ERQ�A 10' FR CI< OF CURB A lb- FROW BACK of CURB REVERSE SLOPE ROLL CURB '
4" 2 ITU►�INOUS I SURFACE 2 4° EXISTING GRADE PV4A NO SCALE P1A}AILTON CQ' r L r
1
B CONC.
CONC. CURB C� -T�4rPER �ALi�
WALK J�
�� `r� ° ° .� r `• K 1/4' PER 1' I/4' PER 1' (win.)
1 3
r " I TYPICAL CUT AREA
TYPICAL FILL AREA r
TYPCAL ROLL CURS �•GUT�TER 1' /11 MAC SURFACE COURSE 1 11
.r�� , 1'a .�:; r ° NDERDRAIN (TYP) 3• HAC B,NOER COURSE
YSEE DE L)
Its,
�" '•rh :A r ^� l e' Y 110LE1� PREPARED SUB•CRADE OMPACTED 9" /53 COMPACTED STONE BASE j
:.*.e t
TO 15x WOOIFIED PROCTER (6� IIA"MUU) rF
,�, ; 1° �"{'•� r t� LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
ShDWN ON THIS PLAN ARE BASED UPON A80VE
p' N0 WWII EVIDENCE (hdudmg. bvt rw► k,Ili.d T TYPICAL STREET SECTION
' j .•; � ~y ,, �` I;o manA n i aik vdvaj► ono marks mod• upon SR O
j ' ',y''
the d by oIMrI) AND ARE SPECULATIVE w 1
HAMILTON CO.
�ro�► NO SCALE r •
NATUtE. THERE uAY ALSO BE OKR EXISTWG i
UNDERGROUND L�TI MES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR W-IICH NO ABODE
NOr AS '� ,. WaNU EVIDENCE WAS OBSERVED. THE EXACT
I' _ "'
GILL IOU'FREE LOCATIONS Of SAID EXISTING UNDERGROUND
I • "° 428-5200 UTVJTIES SHOULD BE VERIFIED BY THE CONTRACTOR
J1 1�I0 PRIOR TO ANY AND ALL CONSTRUCTION. HENKE FRONTAQ,,,E ROAD 1 °
FT.Uls ovTSOE Of po"A
A••, s ,• `r C ;
DWG TYPE FILE NUMBER
REVISIONS p /� • CIVIL ENGINEERING TECH SERVICES CHECK: DATE: pRA1MNG TITLE:
° C� , . � ,rj '�, °•r�4 REvIsIONs P��L IR CRIPEJNC• ♦ LAN SURVEYING 4- 1- 95 STANDARD TAI
D DETAILS,
/ SCALE: 0801 ,
°•"<< 7172 GRAHAM ROAD ♦ ARCHITECTURE /� ;
INDIANAPOLIS. INDIANA 46250 JOB NUMBER
, 9
, DATE' 17 4 —6777 • LAND PLANNING DATE:
„�_p�•♦ NONE 66-- 01
„J
" 1
. ��,�,; ..� �. �,1 ..M � , _ ,, • � 4v1 er � _ • •, hAiE: 05-0?-'4q5 Tlut:: 09:17e RF: N: '93 166\%(1100\CAO\(rrGR•\y.1166C9t� *��-��.�• •�`- 1L. i
l' •L'l.lj IF tw .
s •.�
, ,��,;�•'' ,,•• 'tr'' �(- -�' ti�' :.� � ' _ SECTION 02310 � STREETS AND PARKING LOTS °
• ' ,�� '' �. �' <;�:.-� cnoN ozolo - Ixl�ot..lno++ SECTION 02210 sn�PPwc 1,
t Y
' � '., i rr`• - `a 1 '.'1.'.�f ' •tt a opt Of Work 1. The Contractor shall remove dl topsoil in tint areas to bt t' � � � 13. Utility Siructurts: t?tack for correct elevation of dl
'' �IpITiONS. 1. Sc
• � r _,•�Q ,"t"`,:Y"',A h � . ,', , ''. r�• ,•.t• occupied by roods, parking areas, xoUc► buXdings oral
d clad tutors Dtykln f8 areas• Top" The work required under this action indudet ow cahoots manhole covsrs, valve boxy and similar sUuctwes located
k''(• . �APr� pepertnwtllot ygrttpoftalligft, S>randord SpttWGptions T1,t Contract" shoo excowte, demdish, remove and dispose g oP be anal bituntina�t paving and rtloted Htme rxctssory to within areas to bt pavttd, and make, a have mode. ony
are (#t E?�.t�ltrfde and rtlKMrt•} s�ctteeQtipn. • of the detxq gtnaroled from iM demolition of lM following removed to a dtplh of six (6) inches a dttpsr, A ntcaaory oil juimtnh a such strvclures•
r►acasay, to remove vtgttoliw matter whorl rtqulrtd. toaipltte lM trek hdlcoted an drawings and desarbtd n lM
' s'A�,tMC'�iorq nd}q.►t�D�'la w►iars ilk at to dccdy ntrra: . ,
Y M. � �•, 1r for �t P►eoee _ if wet ho+ both recently stripped, the top" shall be removed to tptcificoiiont, including but aot lirnittd to: 1 4. Ptocng Canaelt:
'� •• t �� ?D? Pro depth required to retmovt dl roots of ►aqured by angntar
if �hNl ,pindQt jae�l6Cgtlont f A. Building+ g AN struts, porkin9 areas in tomcats limits Y
'�1• r, t � a testing lob. A. Ptou oonattt only on o mdse, compacted
� pa B. Foundations ��
�+ ,•r.'�'�`��'�;1' '!! ','•:r. C. Po,timtnt and Curbs (concrete, asphalt and brick) tut�grobt a bole fries I�Orn bolt material. Pbq no _ � •.�°
►- Btu egacifiooUont n t►Mr+wfraa,.a t� paa�in�0 D. Concrete sobs Curbs and gutters �•-
4t'•'�, � 2. Topsoil shall bt kept at road from suitable fill materials conatte on o muddy a cozen wbgrodt.
� Arc►trktn �u� d• �•{/d/t ,���., E. UWitiea (i.t. got. electric, ttJephont, rater and P P° conaNt dobt '
1 ��� � Nt �� ,� ppp � tt1oM.bO cabN TV) anal shall not be acrd w fill under poveme4t and buildnq � B. Faint: As forms shall Da tress from carp, tight though .
R ,. 1. 01 Iht ' ; '� •{"•.• • F. Underground looks and eepltc tanks ortoa. to prevent Itakogt and wbstonliol enough to mointoin
�• G. Ao other item+ 1. Canasta: Plain conattt pavements shall Dt constructed in lM� tiKlpt and posllan without springing a tatllin4, '
+�� BJI �t�outrtq N►e Ganboe�, fi(Klgr tt+tlfls tool M hoe 3. Topsoi shall be stared of o tocotion rntre It does not accordance with StCtion 541 of the Indrona Opt. of Tronsportolion when c* Place a patxad. Faint shall bt dean and
•� S M�; ` a0+�« Iw�adNdth �'�} ptlq, snodt � 1. All moierld as o result of the general demolillon shall De initftert with construction opKationt, ° ••
g� • '" the property of tint Contractor. Tint Contractor's lam win Spttifu:otiont. Cona•Me thou De nodY-mixed concrete and smooth YTxntdio/tly basest cmatl'n¢ "
aw{ a°tfor+t�-Mq�ar)r't+9a� P shall be o mix of proporiiontd tiro and coons oggre9ota
`�r�' • ,'. ►t, d�Gar� mod► �,�:.�tewt►trad Did pricy for the dtrttatition shoo Talcs into amount the 4. Topsoil Mall be reasonably try kom subsoil daDcls, Conuetr. Camaett shall be deposited so as to ,
rith Portland cement Ord water. Nitlrrarm ctrmtnt content C. Placing `•
Mo1i5�'Wna�an�aAotlec�. tdwgtobte slut of materials and said Did price sfidl sto^ts, tic. tt,oll bt 6 Dogs per cubic yard of cOnatte and maximum rairNr rpuit pe IHUt rtttondnq at practicable. WMn a
'r r '•r?+ � reflect trod sa i. ton l to l efio U bs 5.5 U.S. on: K :oils of cement,
t, conatte ie to bt pbctd of m o tmospNer is t amp er a cur t a .
with tan data bxabt to Fonlrador by Owner 5. Topsail shall be spread over all oeas to receive Lading P of 35 0 to F. or Ito, a h 70210 of the
'�tV�•� ,Ap ,retlillO ' ! including moisture h tint oggrtgat}. Slump for nand � P o�oP
be.for p►t tOntt�t{tnp''al Qpgtrp�p,f, anal t�nK will 3. 11te ConUoctor shall be required to demolish and remove and londacoping. Landscaped istonds and planting ap tt►oU rtigt,l concrete shaft be o rnopmum of 4 inchtt and o minimum Indane D+Dortll�at of High.►oyt Sptaficofiont, latest �
cried foundation calls, nloinin walls, curbing, have o minmum of 11 hcfiec 0( topsoil and tailed or sodded rtvicion MaM bt (dbMad.
�' •nest rewont� Qnr vprbnct h'pd�+a!• c�drtroas dt:igr+ 9 n9• of 2 irtd'►at. The dump of rnodtiM placed catatts Moll be
so data.p}• e�qt� Q4 tintro drown concrete slobs. parr►g, tanks, tiructuree, pipet, manholes areas shall hove a minimum of 6 fncMt of tppsorT spread. no than tore 1-1/4 i inches nor more than 3 or nor Standard
•'�'r '''' tlNplrwa. Dada'ort Itubturloti cortdHiont, des not rpnstilute as shown on the Contract Documents, and as may Dc al '
„►t „ r � � � of � ".' existing basement lour lobs that art not removed shall De 6. Excess topsoil to Dt stockpiled 'n the areas dssignated on sal AST4 C-143 st�oi bt used to mto�,rt slimD. Compressive 15. Cor�uttt CurO and Gutter:
;� o � trr+io�� !qn•��y i� .�y � the Odin an, a removed IrOm tM dtt,d directed b strength 01 conattt of 28 Gays shall Dt 4400 psi. All ,-y
����Mjp�, .�' . •�_ r• broken up sufficiently to permit dronogt through the dab. grading Id r ex1K,Or concrete chill have air en►roirtrmtnl of SX to 8% by A. Expansion Joints: Shall De 1/2 inch thick premoulded ad ,
, i • R!c''-•� e' ,r• ;- Ali existing Dostrrttnt rolls, lax►dations. floor slobs, and the ocher a engineer. volume per AST1t C-260-• Rtternparing of delivered concrete ends of og rtturnt and of a maximum spacing of 100 '
!� .�h`�orttrgctor that K:1»duta p pre-COrxtTt,KlIOn conitrtnu with etc„ shall bt removed to an t(vwtlon 2' below existing will not De allowed. CQnaele Ma(I be composed of: .
felt.
-�,�,Et►9ir�er prier to tt}r1 l�tnnelrrdior► lo'rtviar the plans, grads a proposed Brody if h an area of cut. NI dabr,s
• • r• �prtd �Cpp} a projecil. ' o><lor thou obtain fgltti set o+l gtnarolad dwng the dermoiilion operation :Nall be removed A. Portland Ctmrtl: Conforming ►o ASTII 0150, Type U a •
0 � �{� ,�( 4hor Mortget may anal lagdly disposed of off 1M site unless or slabs,
bury g B ends of aii Joinlr. Unless othoxkns provided,
-be '� ny rriMtln9 oga+tY ppprwdi are not granted pill aw is approved by the Construction ►1mo9tr. SFCTip'I 02620 - U11UT1ES (Gas. Electric, Teltphont and 1.V.) Type UlA' contraction jotntt st�dl De tared joints tpoctd 10 Ittt '•
, i
� ',b-'�� �a � an center. .
��.� N h ' ��.1� Ngot{ot,rd prior B. A.49rt9atea: Conforming to AST►i C-33.
/. T1,t ConUoCta shall coordnaU Mich the goo, electric, t Unities: It t411 De the responuDiity of each ;-,,•
� +tt Dpritd ppppnnttNCliom bONp ,4a uNl`pricN pIprNlttd 9n C. Finish: Tome and tared concrete as soon at placed, and
•• teltpnatt, ,pier and cable TV utilities for disconnection of controcta to wily dl existing utilities and conditions C. +�tcr; $hall be door and scat from injurious amounts fill any honey combed coca. F�nish square corners to •
"J .••'�'���;r r °' „ - , oY utlitita Utility connKtion shall be removed to the Paloinng to his pnou of cork It shall also bar the of oil, aside, oUedi.t, organic materials a otntr / •
ro erl lint limits. Utility relocation and rernovd MaU contractor's rttponsibUity to contact the o.tws of the 14 inch rollers ono olhtr caner: to rodK shown.
" 'TM r;,ptlrotla shall cgntaKi or•uts �orttponlss to Locust D D Y Y dtltterbu: sub:toncas.
•�, � De included n lint ice of the dcmdilion bid by the various uliitit+ before .cork u started. The controdor
• t ,d � tonQuits�ttrvke etc•,'h the construction Pr shall nobly n voting the owner a lM Engineer of ony 16. Concrete Walks and Exta'ar Stops conforming to SKtia, 604
�;; '1r• -" dad onto. Esitthy r Ay tt►txlursi ore thorn tics Contractor. 3. Mtddtd Slad Mfrs Fabric: llhtre required for concrete
changes, arras or anivant found on �tett plaru or In tint reinforcement shot) conform to ASTkI A185. of IM t►dra,o Dept. of Trontpartolion Specifications.
•' •.� , �h oceordgr+ce witA available infotrogtiprl'at time of design. f,eld briar Mork it slorttd or rtw
S' ;TlTte IaOptlpr ono oept�taa of ull}jty ttrueturte and 5. 11,1 Contractor shall obtain from the City of Carmel, field A. Slopes: Provide i/4 inch per toot crust slope. iJoke
f and oN othK applicable go,remmentd outhorilka, necessary
t! .; lott�iities, Qletir tlupport Ono monlenorxt d►x'imq 4. Prtmoulded Joint FiHtr: Snell bt Of non-extrudng.l)pt adjustments n dopes at walk nttrseciims as necessary
,��rr, t Ion (In'tooaero{lpfi tdth applle<oDN uliity), k ptrmils required, a copy of such permits to be furnished to 2. I1 active unities at encountered bail not shorn on the netting AST11 D-344, except that prea'►aulded jonl iN►er used to provide propeK dronoge. ••
• , , ,� � w y of �e,f2onlr,xta h Utt the Omer prior to commencement of any work rtqu'red htre,n, drawings. the Engineer and utility representative shall b} in conarte rd�k canutrudion may be either Hart-extruding or •y
'� i •' � o1Ccslrptt arstt )w tM'Dr+�Paolion of the Ti,t Contractor shot tw►htr furnish to the G'rner prod that od,nttd before cork is untirwtd. B. Dimensions: Milks and tips Mod M one course � .
f .1y,1• b� M has compiled with the provitior,t c1 the k4unia Gods of rtsl,enl. ..
,rTM conttoctrx trhpM baby � Of O^Y Pal construction and of width: and decals shown on 1M •
Carmel, Indiana. 3. Inactive and dwndor►td uiJitita Meounte(ad n excavating 5. Bit.ixninous Pavement 4oterids: All materials proposed for
ts. ertors 0��orntewor►t Itwmd J� ►Ma plans a h Ins dP"i^4t• •
. �•�� rorJc b j�grtsd or reeuma<� Extra care should and grading operations ti,oU Dt reported to the Engineer ono the constnrctan of bituminous pavements shall comply with
.lr -• 6. All tepUc IuMcs within the limits of building pod and utility company. They shall be removed, plugged or copped tin} Indiana DtparirtMnl of Trontportotion Spte►fieotioms. per ►
r ct lolrtn wf+t(t.q lint jrM O n piloinis r in cod m areas thou be removed. All other+ shoN Ix eel as diectad D tM uliit company and E hoer.
pt b+ -•t ' •+ � bockfiled rich vend a other granular bockfil. P✓mP Y y � Ioissl r,tl+*+ons (Sactan 403)• f o
a~c�?, trtxlan. •t , �'• 17. Bituminous Porermar,l: Fiol asphalt concrete pavemtnl tAoll bt
.` •v'• ' t;.. •,�,. as speci(Ied h Sactan 403 of the Imttiona Deportment of ,
k. ,.,•� � 1v�x • 4. Rules and rtqual ions governing sties rteQactiw ulllitite 6. Compacted Aggregolo SubOaa: Shall Dt authad clone a
r 7 ,�1et:ppnirOCtq tI�°(/tpan>�t trot obtaining Gr shalt be observed 'n exewtn dl wort under ebb stcign. Highways Trms�oriation, lotast rtvisiont. Poring will not
p�n� 9 a,�. GrusME growl shall Dt o minirr►wn of 35.X uusntd
be permitted during unfotnxdble rtolhtr or wi+tn lM '
..�gertly+jnq shot tM s qrQ opprovoir art obtained from 9r
rnoterbl Cheri, :fiat bt limited to o mocirtwm of 6x of the
�'My;fttp•c1i,h iv011. Cay�ty anQ'Statt ogyrxy prior ternptroturt b 40 dagnts F. and ldlnq.
r ,,,,,�rt�•' Qr � •. 5. Granular Dockfil shall be required la dl uliity
" aprting eondfvi:tigrf ' wnlroc�gr shall alto f>f crostn s under pavement aeq Ixetpl tq utiutlss which total Material Mall Dt fret from on madm of trot.
I � on bored a � tlongattd, thinly IomnoteQ soft a dissinlprottd pieta;
t to �,�� V'• cond►J�ea..ttt 1or1A rilnn •
puttied ,haler street. and shall De free from kogmentt tooled with dirt. 18. Comported Aggrtgott Subbase' The thicknast thorn on t
drorimgs it the minimum thickness of the Cully compacted .
�• �! �. D L ,,''r ,,, .�f ' SECTION 02110 - SITE CLEARING Compacted off"otes Mall be graded as follorc
N r of, Ot and contractor l0 6. Conduit shall De required for oU crossings under powmtnl subbost. Compaction shall Dt occompliehad by calling rich o
� ��� � �K 1. a of Work areas, Contractor than coordinate with each nspectiw SIEVE � X PASSING n 8 l0 10 taro. Compact to r "1
undo tin td\ttltd r oU K weighing
� •°�• '�'�1fllT+��•Q+�Y contttl'RtanoQarAtnt �►raughout tfit Dro1K4 Scope utility 1a their loCOlan and inttolalion. Conduit shall 100X of maxmurn dry dtntily in accordance with Stclion
'`�'►r ;rq� b d0 to rear ttttllt'rin rerggyd arty repbcamtrat of
ptarin and grubbing +roll consist of cutting, rtmord and Ds 4" PVC Sct►edutt 20 a approved tqu9l 1_1/2- 100 344.05. Abnq curbs. headers and rills and of all places e'
9 not occats+at to tM caller, the to material shall
�Ctrv+ .ark It M'l,�M!r►ett� f�.t►►a devrlaptt o44r ego
' r a qualified �uptrvitp+►4� l(1fr;ft�,q� :atbloctay d•ISpotd of oil tress, darn timber, txusA, 1' 80-100
a ,: v... 1 p+ojectng roots, eturnpt, rubbish, boulders. broken 7. Existing storm +e+ors, tanilorY te,rt►t, toter mains, gar 3/4• �� • Dt iomptd with mKltmKd tampers or with approved nand
�'`�• "''�'";�' ' '' ,:orxrttt, fencing (as designated), and other material on the mains, titcirk ducts, laltplloat duS1t. steam mains and i�j' S5-BO tampers.
�• t o tilt as Indicated on the Site Demolition Plan. other underground slructurts have De+n etwtp on tM plot►: H 35-60 i
;�serttbl ►Apt 1fit cork {o'N dOnt h oonjxtclian with � � asses to lot btsl OroUablt niormotlon. The exact �
_� �` ,� �;�• � aaror �� a� and duig �g ?5-50 19. Construction within Right-of-Way. AN ttrtat construction •
•'' I � �°�•��� ��rw,�,,�� b} 1. All dab(b gtntrolad from the clearing optrotionc stated n location and protection of tAsst IaciNltes and ttructurss,
,t , •,r�4«���' .�, .�1s .��r /34 12-30 wfthn the tort d dadlcattd right-Ol-ray :hall Dan • •
' ••� •�• `,rr, Ytd Ito f to Cerlaie kOrtMlti gh>G+b pro jest. Item 1 Moll Dt removed and loyalty disposed of off tot their support and maintenance in opro°tion during 1200 5-10 occadonu with the SpKificalions of the City of '
construction (n cooperation rHA the proper authorHbt of Indionopolie Deportment a lroneportatan.
� :.•'tT� k b n snot MM:Itorlh Deng ptrioraud PfO� trt� the utility 'involved). ,t the • eft r iDilit a( 1M
'a• � y Y )• ►� �� 7 7. Took a'td Print Cools To assort bond Dtttrttn but and -'.
, ,oil►► q►eee pii0ntiignd h ardor 10 Contractor n the trtormonct of his contract and n lot
C� � P cPr' D'ridtr courses a baiween piruitr and eurfoa caxcat, 20. Povemtnls bull by stags con+traction, tAol i+ pavcmtnts
An a 3. 1loteral+ :ball not De disposed of by burning unless OPPIy
'� • 1.. �, •„w . aptoin occeptQna bye��� QOIocY Y 4�'ogM preparation d his W. t
r 00latflire uorftcce 1»•t%j Gantt ttppttiaiRy to opprovrd by tint local Frt ltorshdl and the Construction complete Jock oral prtmt coating. Ploy binds end/or used to curry traffic beiat the fug pownenl structure is ,
.,' n tons WmogK, and all required ptrmlls ore obtontd by the wrloce Carats irtmad'atdy ot10r applying sods a print cool h aoct, will hour each :togs used by Uotftc inspscied by
tarots a r chongee fItlAlrponpas p
1� be ravitwtd �� *�,�,� prbr to >rr+�iertw,lnq Controcla. otter tpedtied dryitt9 kkna. the Indplt. D.O.T. for diftrtsscd arses: btfae tin• nail ,
ry„ ••a/1M Ghar�at slogs k stated pittrtssad aces will be rtpoirtd 10 the
tr. ;� 4. Troffer Conduct site clearing optrotions to e•nsurt minimum A. Apply lock coat to contact wrfocet of prtviqusiy tatisloction of the hdpit. D.O.T. Dtlart on oddilioad stags is '1
t, ' • ,�. 1loinloin corttuMy dl beat► raorir>L Jtrorlr,wr,entt and other interference with roods, streets. Milks, and other adjacent contlruclad asphalt a portlond cement cartatlt and construeled•
• reference points; N 4x �teiroyad, oonlroctor otcupied a used lotiiliet• Do not dose a obstruct SECTION 01020 - pUAIITY OF WORK surfaces dwlting a projecting into otpnat concrtie
contact engineer.••Bamdary'linar P� properly have strait, calks a olhtr occupied a uatd lOCiitits without pavement DisVbute at rats of 0.05 to 0.15 gallon per 21. Stmt and OtAar S+grk 51st Want anal other signs than
' r '•,�'t' anal la tfwfl tstrci=t ptrm'stbn•trom the oppropnole gowrnmenld agency, see tgr,ort yard of s+x-toce. Cul-Dods asphalt types: AASHTO Dt kxnished ot.Uit dtvtiopK': txpentt and nctdltd prig
. . � bear attlapaitha4 alt 1M � aQ4.�tOC 1. Perform dI cork in tot most rorirmonlike monmar and y 82 ASUI D ?027) 11C-30, NC-700, WC-?50. to the rNtoet of the ptrfanonee Donal a prig to tint ,
' I' h oeewott Traffic COrtbd Ptah. according l0 1M best doodad octieat. A4 cork shall be ears Mat 4+�9 nest t>h �ob'1� 9 Pr issuance d tines fist oca,poncy permit, rhicMvyr oca,ra
•,�^fa'r�' will► dPi'er'� 1t�dooltl• ' Fol Canstruclivn and fret from loultt and defacte b rOrkrnonttiiP• I fret. The dl be irulolltd on ant poll of each
r, grodnq purpate, o bled►
has bW fslaWlthedr the 0. Protection of Existing improvement: Provide protections 8. Apply print cool aver compacted bast stone. Apply signs �►
•x titv�lon ,t ir►dicottd•ea N►t dr.�+p�• All vertical necessary to prt,nnl doraoge to txitting improvements 2. Contractor snail Do coley rgpomt+�lt far quoGty control of rnoteripl to penttrott anal Nil, but not flood, swfat. street hteretCtiat of an opproprale spot in lint naU,tost .
� '~ gapfq 'ttoW+tMd from Ins indicated to rsrtwh h plat. Can and dry of tong as ntcessay to attain ptrittralion cane „h.erevtr possiWa. Signs and ports shall be standard
,t.,tr'• rztd final thraft Drs tM work and shall maintain •quality control over wpplfert, and tvoporotlon of vdot;k, Ditlrbule of a rots of sizes and colors on rtAtctive wrfout in accordance with
!,t mark,• �> manufacturers, products. :erwCes, site conditions ono
a. Protect improvements on odjanng Wopertlee and on Q.2 l0 0.S Button per :goon yard. EmultiMd ospftdt: Section 913 d IM Standard SpKif�ootlont of tint ,.
11:' ILA'g4onlilia on the Owner's property. workmanship to product cork of eptcifiad quality.
given prirtltr, trarDa#ly a n lM Scope AASNTO 6140 (ASTki D 997) a 11208 ro ;397k SS-1, SS--1H, Indiana Dept. of irarrportotbn.
"t l��• "J� of wprk tadbn pct tgdknota gs4'gill ll wiicrriad by U►t r
�• , ; , O1ddMiq tonttoeto4. . � „ b. Restart domogtd improvements to 1Mr original 1 Required ►sting and inspection are intended to tttbt h CSS-I diuttd with ant port rater 10 ant porgy etY,ulaifiad '-
' condtions, as acceptable to parties having dtterminatian of probable complioncq of the. work wftfi the asphalt. .
Contract Documents but do not rtfiw+ Contractor a
F;• .�• 1,1..'•�nlroctor s►dt'bt re¢rirtd to maintain retards of oU yrisdr<ii� •8. Striping tioleridt: Traffic point, whits, dUorinoted
r>, otrluil drowinge onQ con4iNclion octtvily durjnq lint Subcontrocta of rtsponsiDlity far tf►Ott cornpliancae. rubber boss, factory mixed, quick durng, Hai-bleeding:
canetruttion procap. All ter-Dail drawings ehgf( be specified lteiing and hsptction arcs not 'intended ►o limit
6. Protection of Existing Tress and Vegetation: Protect conforming to Fed. Spec. TT-0--1150, Type Y and conforming 4
lk fjMrQ+r►itltd to the E upon comp�tioa• existing Uses and other vegetation ndicoted to remain Contractor's quality conical program. to Section 90g.OS.
i
• , c;, � ,,. � �^•'' ' inploct, ,tgoind unnecgsary culling. breaking a skinning
•t' P""` .' . .:, of cools. ddmhg and bruiting of bprk, smothering of Uett 9. Grodnq: Do any nscescory grodng to that performed h • •'"
SECTION 01340 - SHOP DRAWINGS AND SAI+PLES
� �1�••� `r y by etodrpling Construction moierids ritnin drip kme, oaordonct with Eorlhrork Section, to bring wDgrodes, after
• ,� . - etzceee foot or vyhicula ►rnllic, a parking of vefiidts foal carnpoclion, to tM required grades and sections for r�
, �T1t711 Q1�1 SAFETY 1. Submit oA drawn s. toms, ilustrotiont, sMaduits, i
�' e. • , � Within Grip lint. Provide temporary quads to protect beet g di0q site Irnprpverrtsnl. .r
,.4. .
.� ., ptrfamoap Marls. utttruCtwnt, epaCr(1CaJ1oM pqd other
' ;, .• ''•� ' ' Contractor el+aN�� GA atctstpry grtcoutiory to the and vegalaUon ►o be Itlt standing. o' data stutifotin porli0ns of the work as required •1,
1 �� `.��-'•� � p{atr O4 tM prolaolion of tfte track and � � g 10. Prtparatioa of Subgrodt: Remote spongy anal othtrritt
' l " '•�' ' �� �Goriboda(,fAgll a riM oA 7• All Dash and � debris b to be picked u and disposed of by Ins specifKation sections. Such w,brriiltds. whether a
� ,.•,t p/jorti»q'proptrt�. QrmDt P not referred to as Mop drowinge fitraia proscribed. Unitst unauilaae mound and replou with stoat mottriol. No
oppircaDie prov{1fp(»'q( adtcd, edat� pn� .taftt of Itosl once o reek. Ou1(oU structure of proposed lake it traffic will 4e otlo.td on prepared s�►bgrode prior to `•
y otntrwbe toted in the spadlicoiion ssGllane. submit a •
'•� .. , ,,� •a t,'• .. a to Dt kept fret of dl trash. pavui¢ • ' '
i. , .IQ,A and �'9 Cadn• �,,►; rnnirr,urti of lint 5) sets of shop drork►gt to ProjKt
.� k' •,� . '^ Etgneer. fro (2� sett will Dt returned to Contractor
� •• 1. Contractor t�M Kad goal prc�►V,rioyttoq•at all (tints, unless otnrrita requested. ° - 11. Compaction al Subgrode: Tint fret 6 ktchae Mior the
It of rp,draQ ►Tr poodrtjoat or►�'1he prV/rps of tins work ark wDgralt et►dl be compacted to of itatt 95% of tM maximum
�•' ,.,, :' r - nattsepry tolag~rar'd1 tlaS'ltit ptollCtlQn Of tqe employaat Of 2. Do not cgrruntnce any portion of the cork requ'ring o.shop Water k4 be prwanted from i dandogg anttM of AASHTO composted �
�� � � �tMtts and for lM drawing or tAmplt tubmittd unit the submiitd hot then ,��, Cloy and silty day soar moll be cwrtpoclad aril o
,,; ;��•, , Oesne/b Other controcttri,)>}4fmbtrq Ql, opprovtd of prtscribtd herein. AA.such portions of the -•• ,
� � � e>t� � ��� r, mdtture content 1% to 2% above timum moisture to reduce ' +
�''b'"t�••''� ➢r t�11 oc�psW1Q • work than bar h otcordanct With pEprpvyd ,shop drawings or op ! .`
t ., •,,. ,�;•'. �Pds• � ` Tatars vofurttt changes. W testing shall be ptriormtd by o .
�.- •.1 ,•{3, A# teorfunwrshlp t+w+t ooa+otY'�•l�} ;pfq,p¢jortol Sorely quokfitd Sale EnAinaer. (,
1 , w pod ►actor rtdnr►[viroditar+,
,! •. 12 Acaor�i it�a ihac�iM po,kr,gMc'.omplacing r has accepted a bt t
,,,t '�1� ». . .r° �•.�.:;': " oor►dilioti of the subgrodt and accepts kA retportsbiily '
84",• � .r• for mointar►uig t g Ode t s con tt
•� . •} - the r tl vation and tours imdwied J ,
fir ` h.
r�•'. ,i� - , ;, , .A ,i ;, } on Ut Dlvri+►9s. Sub 9r ode should be in speGlsd and Wed ad b y
the oppropriota yovermrr>.mld agency prig tq pervtrtiant
F,, l,� •• ' �,. ,� � con ►on• -� - ''�'}'�
i•,4 '�f�� •-k "(/����, � ,'�1*1' NOIL Y° f A I I Ti f1N
'.. �4A Via`}••',.t�t'��' • .�G�.:i�,:. UTILITIES ~• ' shoula the 1 •�.
�1, LOCATIONS C� ALL EX►S�G UNDERGROUND pa ' Gontroctpr roust occptanct of the
;;y ''�►"\ +r4. wr.:� "Y•.�.►• SKOMM ON Th1lS PLAN ARE BASED UPON ABOVE ., Ode, M shill notify tM Gtr►trd Contractor irr,mtdot�ly
GROUND EwDE►�ICE (adudnq, put not lirnfled to, oft deficiencies. ShauJd the a fOl to .
� •.ra ,�• •'' •� �I �. , mon►olq, init4s, valves. and Marks made upon i• '. notify tin} General Contractor of any da°figbncits and/or
�` 7 1►ArIN1uyN � r �� / � •- pra+:aad t1 tint of the stout DOe4 tad gctant shah
,� �" "• '► •� : C � �, ltte ound by Others) Alfp � SPfCULAT1vE M pl0C1n9
M '►��,' � � , A T14ERE 11AY ALSO BE OTHER EXISTMG •� ^ constitute ocppt.Anct o! s>.bgfodt. + j .�
t1NDERGROl1ND U11LIT1ES FOR WHICH THERE iS 0
'�' 4' - '' '' AMC EVIDENCE OR FOR YkttCH NO A90VE . . � .
N4: � � �� �:. },,,.�• ����� fgtOUNo EIAOENCE WAS OBSERVED. THE EXACT
'Ili' •, h�, ��, � ;, ': ; �? CA�.I,'.1Gl.l l� LOCATIONS taF' $AIO F,XIS'TWC tlfiOERGR0UN0 ' `. � . •, . P, •r
,, • , ,�. '��' UT�T1ES ST'IOIXD'iE VERIFIED BY THE coN1RACTOR f �;�, J .r y ;'' �� -'ROAD
�•, i0 ANY �No All CON TRUCTION. ' ,,, I2&-52004 , .f .. M EN K E FR ON T,Q,,. .
4 .�. � ���►. �p , '0�{TSi�,;'�,M�O�M1Ay . , ��• •' Dw'G''TYP E _ `
pATE: DRAWING TITLE: FILE NU1.tBER' �rtEETt•'�•s. �:� °��:,
, '• � ;��� • , t. ' , ► �• •RE�NSIQNS REVtSI0N5 . i � �M ♦ ClY1(,` ENGINEERING TECH SERVICES CHECK, .. •' '�
, 1_ -, ; .1 ' :�,�: . �` , -. . • ' ' ��V� �. RIPE, iN�. ♦: �.ANo $uR��Nc �-2,-95 STAND AR D SP`ECI FI CATI ON S. • '7 � SCALE. • • ',,oar NuueER
ti' _ 7172 GRAHAM ROAD ♦ ftCNtTECTURE �'' r. X
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