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L OFFICE OF THE HAMILTON COUNTY SURVEYOR
HYDROSCEDED & MULCH OR
SEED L 5150 BLANKET AS SPECIFIED
R.C,F STORM SEWER
OPTIONS FOR END SECTIONS'
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LAI{E OUTLET DETAIL
FOR LAI{E CROSS-SECTION OPTION 3
(DRAWING NOT TO SCALE,
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED 9 AUG 94
STANDARD PLA'
APPROVED: /� %z 9¢ 94'-10
KEN C MARL H LTON COUNTY SURVEYOR ATE
NOIE:
LAKE CROSS-SECTIONS
STEEL FENCE POST
TEMPORARY ET,TENStON ABOVE
CAP k TAPE
7
Utojw TO BE RENW'EO UPON
�2' I NORVAL POOL) AT 100 YEAP.
10' 1
10'
COMNC"1101 TO NW.
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ALL YEAAICOFS TO BE
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BRENWICK DEVELOPMENT CO.
n v, i 7
Village of WestClay
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TYPICAL SSD LATERAL TO
INDIVIDUAL
LOTS ALONG STREETS
-
NO SCALL
HAMILTON COUNTY SURVEYORS OFFICE
Project No.
Drawn
Approv,
REVISED:
1238
BET, MG
STANDARD PtAN
Computer Files
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NOTES:
I. BARS i PLATES ARE HOT RULED STEEL •, ,-14./o G0•
2. BARS PLATES, L P(P£ ARE FINISHED 4�-
Im7H 2 COATS OF ALLImiNum PAINT. 7 11
3, DOLTS ARE GALVAN;ZED. �-
4. SEE STD. PLATE5 A -:O L A-11 J'OR APRON
oft.A£14SICf45 —
5, TRASH GUA3tDS WITH CIFI`ERENT DLAA4ETES LIARS AAE--
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OFFICE OF THE HAMILTON COUNTY SURVEYOR
LAKE CROSS-SECTIONS
OPTION 3
EASEMENT EASEMENT
15' M: N.
k 25' 1(IN,1
100 YEAR
7
5:1 — £1(£RCENCY
SPILLWAY
�2' I NORVAL POOL) AT 100 YEAP.
10' 1
10'
3:1
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I-�A\MILTON COUNTY SURVEYOR'S OFFICE
1110M 7'JC TO
F.EVISED
APPROVED: - G i��
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STANDARD PLANK
. KEN C. YARD. HAMILTON COUNTY SURVEYOR
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9 4
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tIA>.'tlLTON C:01INTY SUIZ`1Eyp.6
CURB INLI�T (Page I)
I CURB INLET TA13L.IJ
rApra. V•ua { ii•boc No of oolY
ii Sir• Sir. I S r• H bon
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I _
APPI? GVAI
BRENWICK DEVELOPMENT CO.
n v, i 7
Village of WestClay
24 GTI LA Rt LR
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3. Stcrn; to be it minimuT of 1/2 inch (10mfn) de_r 1
5
HAMILTON COUNTY HIGHWAY .NT
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HAMILTON COUNTY SURVEYOR'S OFFICE
-----
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317-574-3797 GIS •LIS
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317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BRENWICK DEVELOPMENT CO.
n v, i 7
Village of WestClay
4
TRASH GUARDS FOR
CONC, APRONS
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(100 mm)
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DESIUN
2. Lelter t: be stomped pricy to conrele sell.na op. vhtne•rer possible.
I
3. Stcrn; to be it minimuT of 1/2 inch (10mfn) de_r 1
CURB STAMP
HAMILTON COUNTY HIGHWAY .NT
_
-
�-
I)E:SIGN
YES
1'ES
Y
Arvii )VAL
UNDERCUT SWALE BY C.2•
TQ ALLOWFOR FUTURE SILTtNG'I I I—
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1)F.SICN
NO
NO
Y
AT'I'ItOVAI,
NONPERrORATCD.PICID SUBSURFACE DRAIN
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iSSDI PIPE. SEE DEVELOPI(ENT PLAN FOR
RI:SIGr!
NO —
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(DRAWING NOT TO SCALE;
HAMILTON COUNTY SURVEYOR'S OFFICE
-----
415
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S:'ANDARD PLAN
9 4-18
AI'PROVA1.
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48032 Landscape Architecture
A_'i'It(1V I.-•••---._—.-----'-'---------
317-574-3797 GIS •LIS
317-574-3799 Fax Geology
1'IPFS NO 1.nROLT( THAN IU'" CAN Illi 03ED IN THE 2' SII)(': OF 'VAIs DOX.
tMC(:A(IN(l
AND MIT C:OINO Pir"t:S I"VI-131' STEPS IN 'fills STRLTC'TtlRE
'••SPE:CIAI. N(Vrr..: S'I'RLIC'Yl1RES 1)EVI''I:R '1'IIAN 40" FROM 'f/C TO INVI?I11'
WILL BE A 1.1.11.01[( A DUX WITH STEPS UNI.F,SS SPF:(:IAI, OESICN IS
AN)POVF.11
SPIRCIAl. NOTe: s'rNuc:'ruRes w11.1. 1TI; or%slctwf) FOR RIA:Miwbl
FLOW IN 1'11'1•::?.
`iPECIA(. 14,01'E• COUNTY MAY IfEI)11tIlE S'rEtnS TO 11E INSTALLM)
APTER S'rROCTURE IS SFC ';'n IMPROVE ACCESS
HAMII_r'I'ON COUN'T'Y SORVI:',Y0R'S OF"I�tIC E,
REVISED _ 20 or.'I 1007
S"I'nNr)nl:l) PLAN
r
nPPRovl�lr. _ _ �'----_.... -- �.—_ 73ch r_'>7_ I
RE m C WAllD lAim.TnN COUNTY 84111YtYOR On1'F
3" to 4" (75mm TO 100mm) HIGH LETTER TO 8E STAMPED AS FOLLOWS:
S Is for Storm Sewer
SS is (or Sonitory Sewer
D is for Subsurfoce or Base Droin
C is for Conduit
G iS for Gas
W is for Woter
I
I
4 inch
(100 mm)
010
x0 SCALE
I
NOTr5:
I. Curb to be stamped e( OR locations where crY of the ebove cross under o curb.
2. Lelter t: be stomped pricy to conrele sell.na op. vhtne•rer possible.
I
3. Stcrn; to be it minimuT of 1/2 inch (10mfn) de_r 1
CURB STAMP
HAMILTON COUNTY HIGHWAY .NT
WITH LESS THAN 1/ SLOPE
i
REVISED: LI -rs0�L
RECOiAENDED: � --
STANDARD PLAN
.Aulta Lein J4K(A 7•R
-
APPROVED:a m•n Mt - �R /7-P.5
13
14
OR
OFFICE OF THE HAMILTON
COUNTY SURVEYOR
sev rLUSII W/r11CIS11 GRADE
C/.ST )ORDRH CASTII(C '570 OR MAL
��lROLTED LIDS
7.
lr71
EXISTING GRADE-�
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SUBSURI"i CE, DRA.Iiq(SSP) RISER DETAIL 1
I— 11=I
PROPOSED GRADE
—
I -E—) HE-I
=1 I I=1 11=1 l l=1 I I -I 11=! 11=1 11-1
UNDERCUT $WALE DY E SILT ( I I'
TO ALLOT' FOR FUTURE SILTING'
I I••�
UNDERDRAINS REQUIRED IN SNAILS
WITH LESS THAN 1/ SLOPE
i
E'XISTIN'G GRADE—•
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PROP OSLD CRAID' I I I—I I I—I I I I
—I --I
UNDERCUT SWALE BY C.2•
TQ ALLOWFOR FUTURE SILTtNG'I I I—
�IQ°7 0
GRAVEL
CERTIFIED BY
O/\
NONPERrORATCD.PICID SUBSURFACE DRAIN
OO
J .0 �J O
iSSDI PIPE. SEE DEVELOPI(ENT PLAN FOR
0.
aC'0 0 J
512£S(G" i(IN'IMUM) AND INVERT ELEVATIONS.
TYPICAL SWALE DETAIL
—46CONIC9LTTCC SCC? IOf
(DRAWING NOT TO SCALE;
HAMILTON COUNTY SURVEYOR'S OFFICE
-----
415
RCVISED: D AUC S<
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S:'ANDARD PLAN
9 4-18
APPROVED: _'"
D TE
NENT'Ot1ARO• HAMi -N COUNT(' SURVEYOR
Carmel, Indiana Surveying
OFFICE OF THE I'iAM11,TON COUN`1'Y SURVEYOR
r
• i
-STECL T rElICCPOST
alar UmPorAry pra L.cllonl
sev rLUSII W/r11CIS11 GRADE
C/.ST )ORDRH CASTII(C '570 OR MAL
��lROLTED LIDS
7.
lr71
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CONCRET9 H
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6- MINIMUM
SUBSURI"i CE, DRA.Iiq(SSP) RISER DETAIL 1
(URAWISC 1;07 TO S'CALI:$ i
—j
HAMILTON COUNTY SL.JIRVLYOR'S OFFICE,
"—
'
21 NOV•95
RCVISEU:
STANDARD PLANT
APPROVED: �~ ''t " 95-11
KENTON' C (ARD, IIAMILT COUNTY SURVEYOR "ATt
y�`t
017 FICE OF THE. PIAA4TLTON COUN'T'Y SURVEYOR
OFFICE OF THE HAVIL'I'ON—__COUN`I ' SURVEYOR
i --CASTING• fRAI(C ANO COVER AS SPECIFIED
Nolf•A PI(ALTIC MASTIC /
OR bUTYL AUOOCR
$CAL OCT1ffCN JOINTS. n".••,
rL1+�--►i:_ PRCCAST CONCRLTC ADJUSTER R1tfG3 IF
" NECOED (12 INCias or RiA'G3 MAxl1(UM).
24' DIAMETCR
;f, , •• ,� � ECCE14TRIC CONE OR ACDUCCR
CAP AS REQUIRED DY SITC
'•i TIONS. CONE TOP TO
GOND
ix l MAtCTI A,IUsTI,c RING PROFILE•
FULL HC10117 MANHOLE
.IN
L
STEPS AS tPCcirirb•
)
i;y '•-•�-
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6- MINIMUM
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No.
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9800085
TO AST(( 475
''. STATE OF
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CERTIFIED BY
0•RINO GASKET HON-
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5-5-99
ST
BUTYLLKUeeER EA LR—\
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—46CONIC9LTTCC SCC? IOf
AT JOINTS.
'1 ��---'_--'-
.:'i pfitr0RME0 ROLE TO MAXIVUI(
i. OF PIPE O.D. •d" X1TIl
NDN•SRRINK CCMtl41' CROUT.
DEliCit WALLS AT MINIMUM
PER FOOT SLOPE. DENCII
WALLS TO HE CONSTRUCTED r)," �. %•:(
TO SPR(NC LIHC Or. PIPE. {'� ,. • r dam.
S?RUCTURCS ARC TO DE
'�'•''%`t TROWELED
'•'f,- ;'.•'•
GROUTED 7ULLY, /I
Sy ', •:i'p SMCOTN AND DRUSII r(NIsilED.
REIHroRccn DAR
•4 a I2•' ON CCNTER OA
PP.CCAST DASL' A?PROVCC ALTCr1HATI\'E
d"
OR b" PER sCCT1ON-- 1 - f. ^':"K"".:"`''iT"""►.:1::^;J.''' '1'
ICAWIOLC 04SC SL'r
VINIMUM :...,. '. -�' ,? -x011 0' Of •2 STONE
J:f i.+.i.1s' U.r
STANDARI') MAN110LE
FOR PIPE SIZI1S 12' T H R U 24"
tDRAWINC NOT TO SCALE?
HAMILTON C'OUNT'Y SURVEYOR'S OFFICIJ
REVISCD, 10 JAN e5
-- STANDARD PLAN
APPROVED: 95'_9
DA C
KCHTpN C. VkRD, llA ILTON COU111Y SURVEYOR
F�
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Revisions
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No.
9800085
''. STATE OF
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/ONAILIi+
I
CERTIFIED BY
5-5-99
TMS DRAWG MID Tiff IDEAS, DES)CHS AND CONCEPTS CONTANED
HETiJN ARE THE DaLISTVE 14TOJECTLIAL PROPERTY OF TFC SC KW
001P0RA70 Mb ARE NOT TO BE USED OR REPROOUC£L N *CLE OR N
PART, WTHWT THE VA TD1 CONSENT OF THE 041CM CORPORATION.
D
1998, The Schneider Corporation
r The
Sdun�der
Corporation
C
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
48032 Landscape Architecture
317-574-3797 GIS •LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BRENWICK DEVELOPMENT CO.
Village of WestClay
3
CARTEL, INDIANA
HAMILTON COUNTY DETAILS
Date
Project No.
Drawn
Approv,
1238
BET, MG
Computer Files
Sheet No.
A
J \1238\001\DWGS\CB04.DWG