HomeMy WebLinkAboutC805 HAMILTON COUNTY DETAILSM
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OFFICE OF THE IIAMILTON COUNTY SURVEYOR
HYDROSEEDED 6 MULCT{ OR
SEED 6 5150 BLANKET AS SPECIFIED
5' -0" IL(IN.) * 10' -0" SAFETY LEDGE
5
- - -11 9' -0" IMIN.I
_SODDED AREA
(CROSSAIATCIIED)
— —FND SECTION r
R.C.P. STORM SEVER
OPTIONS FOR END SECTIONS-
MET A 1.
- PRECAST NOTCH RIP -RAP INTO - - - -J,
- CONCRETE SLOPE) ALI, SLOPE AS SII010'I1
-TREATED LANDSCAPE TINDERS OR USE RENO MATTRESS
- CONCRETE HEADWALL
51
SLOF'E� - -NORMAL POOL I
— 7 77 51 f
SODDED AREA
o (CROSS-11ATCUEDI' t•�o O
R.C.P. STORM SEVER u 5' -0" K) xi .SLOI'E�
j j RIP RAP cdf wI
z - ) OR RENO IfATTRPSS °
o t,
1
I
I
Top VIEW
1, A K 1i" O U 'I' l, 1�,''1' D G'I' A I l_,
l�'UIZ LA 1� 1�, CRUS - Sl�,'C`1'lON OI''1'lON 3
— ..-- - - - - -- ---- -- -- -- -- - - - - -- -- — - -- - (DRAh_INC NOT 10 SCALE.
-- II_AMIL'1'OI\1 COUNTY- SU1�VI= YOM'S OI'1'1C1
NE,'ISFD .-q .AUG 94
1 ''TANDARD i)LAi;
NO IE
TEMPORARY ESIENSION ABOVE CAP & TAPE
GPOUND 10 BE REMOVED uPor!
CONNCERCN TO HCUSE.
ALL uEASUREMENiS TO BE
NEASURED FROM BACK OF CURB,
18-
1 - 1 2
'tj
4
5
) I
STEEL FENCE Post
PROPOSED CRADE
TIPICAL SSD LATERAL 10 INDIVIDUAL 1.01 S AWN(', ,l REEFS
NO SCAL(:
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
APPROVED: �-� _�_��
— MwIIQI wsln 9m.f T02 - _ -- -a41F
�1 rcn� bor }{ -bar Nqc{ (loll "A-
Boll Io apron 6'1r .dq. n( coocr.l.' "'T• -1 5_��- $7. Ii - bar. Dia._ D�
3 boll plot,, r.q'd -f4' . 4'+ ID" Inchu R,q'J Inch./
�-1 ID -
3 r 5
I - -z _3T �� 0- - -�- 7
- - - �-
I
-- ->� �..�� - T
f 4 ? —y"1 0 1� i
-,- _ s- 12
14
O I11� 6 i �i IS
2 36 2 3� !�2 —a
1
- _- -- -
/� - 24
-30 9 - LJ bar, a 36 4 -�
- -j -- - _ P, P.
_ ---__ - -J f 0 I 1 5 I �i
; -�, ; ��_— e
66 -- ,
i14 9
plp.
���L'IIYIO /IY -
NOTES: —
a
o. TRASH �A
BARS I
as .—
T. S
H
GUARDS DS
FOR
0
Pl.. E 5 —.
E - -- —
)loT n j-
o �1 -
L D STF -
LE .FL. - - -� --
2.RAPS , PLATE5, L PIPE AAE rIif 15MED
'N1 T11 2 COATS of AI.0WINUm PAMT. , J CONC. APRONS
a DOLTS ARE 6ALVAHIZED.
4. SEE STD. PLATES A -10 A A -11 VOI APROt4 <_,v)�p�y -T)• e <'�� NON E - -�•" STEEL
5. TRASH{ GUA -IMS WITH CIFFERENT DIA /.DETER BARS ARE
AVAII hill F iPF, ^Int nnnEN - - - - - -- _I - -- I _ -� I _e A727
J.P.L.
6 1 7 1 8 I- 9
9 ( 10 I 11
-OF OF I'TTE HAMILTON COUN'T'Y SURVEYOR
LAKE CROSS -- SECTIONS
-- °P'I'TON 3-
CAS FI(ENT
EASCI(ENT
15' I(IN.
100 YEAR\ -- -7. ----1�
2- FP.F.EP,OAF'D VIN: -{
Eli ERG FVC Y
7, .. -_ SPI LL'n AY
NORMAL POOL-J / AT too YEAR
41 - III
lo•
i
i
I
i
I
I
- - i
IIAI \'111,'I'UI��I I r
i
-- -
j�------ .- .-- _— ____ - -. -.
REVISED: 6 JUN 94
APPROVED — C. /�� /_ / STANDARD PLAN
KEN}'.Oi C WARD, HAMILTON -- COUNTY SURVEYOR - DATE 94--4-
I i A N41 I_,'FO N
CtJ I�I3 1N i, -
(1 ge J )
CUR 13 1NL1� :1' 'I Ai31. 1�'
PIPE 57RlI C "f IIRE9 S I I t I 1: 11 1117 lo. S -' - - -"
ri, IIfAit 411' e RCAI :11 I'IIAN I nPoGIl' AND fifl'1't> rilr(N e'nSlDWG
tllALli'Y Of 17CgUIki'1; CASfINC •;1501 I'I.
IIN(IIES) ! RDRI 'I' /f. TO 40' PHoN 'f /(•
I7V1,It'I' I'IPP:S WILL • A':Ii NO
r0 1NVFRT I(pgUIitl
(INCIIP 51 I I(IAL 1)1-41GN t
12 To Ill 2 1 X - -- - - _ `
2J -__ -
- -
IH SI( to ND
J_ - -- -- AIIROVa, S YIS
_I - I - -- Ar I IiOVAL
X f_
_ • I
hESll
Imsi tl -- - - -- -- -- ..
21 OR 1.,1 Rt ER UI -
' AI PROVAI. f --
I)F.,SIr N No -- - - -- -- - --
' _ A11IH)VAI
I 24 Oft LARt E:R -- --' I - -- - - -
FIIhiDOX - -- - -- _
Y F } F S Y Li) _..
- -_ - - - - -- ._. _ .. —_. ._- -- - -' - - -- -
PIPES Nn LnRCr.R "I'IInN 111" (.117 NL: t1SI?D IN THE' 2'sIUL' OP 11115 iIOX.
�ITir(;!,IIpJ(, hND 011'1' cnINC I >IPICS I:PPi:C'I' STEPS IN THIS STR If( 'fURF:
•SI'EC1311. i:U'rh'
Vi STRUC'fI;IlES DE11'Elt THAN 1(1" I'ROLI 'I' /C 'rO IfJ1'hRT•
ll,l. 131' n r•I.II, Ok A IIOX WI I'll S'I'Isl'S LIiJLESS SPECIAL DESIGN IS
nl'I'ftOVl ?h i
SPECIAI. NQ'I'E S'I'RIl(:'f(11Ni;5 WILD• Iii: DESICfIED POP MAXIMUM
FLOW It) P1111 ?3
`Wl:('IAI, NOTE I'OUPTY Lint ItI:c1UIRE 5'I'I:PS To AF "TE Lt F IiJS'fnLLriM
IS SET, TO IMPROVE ACCF:SS.
11AN4I1N_ C UN'hY URVI Y 011, 1�lc�L
_ _ RL7v ISCD --z0 OCI'l00'7
APPROVED STANDARD I'I AN
23( l'>7
�Nj- )N L N,1 It 11 lnlll L'f DN Cnt!tl l } S111f VItYOIf OAI r: I
3" to 4" (75mm TO 100rnm) HIGH LET -TER TO BE STAMPED AS FOLLOv /S:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
4 inch _
(100 rTlfll�
L --
-
NO SCALE
NOTES:
I. Curb to be slumped at all locations where en) of the ebove cross under o curb.
2 lel'er lc be SIOmpeU rrcr to concrete self ^,a up, wheneer possib!e.
3 Slcn'r to the n mulunurn Of 112 inch (IOmm) deer. I
1
CUR13 S WdP
I IAMIL 10i,d COUNTY NIGi NIAY DEPAR I MEN i
REVISED: _D3 =109 =9i
RECOMENDED
_ - -� - - -- ---------- - - - - -- STANDARD PL.nrl --
_= = _1, --
_ —_. - -. )ALA Rn Gown INOu((. U•I[
J
APPROVED: kmci« - -- 0 NAYS
-- a cwlm oacloa -� - -o+rt
In 44
12
13 I 14 I
OFFICE OF THE HAMILTON COUNTY SURVEYOR
15
EXISTING GRADE
_Tif--- III --III -
I III —III --
III III =III
------ � -�.,. . - _
- --
t< -:-•- ' raerosco ceaoe
—"4� UNDFRCl7i Sh'ALF. D,' 0.2
-1 I I - -I I I - - I 1 1 - I I I —I I =1 TO ALLOh' FOR FUTURE SIhTINC I If -
III III III III — I I I—I I F71 1 I--I I I -III III
UNDERDRAINS REQUIRED IN S11'AILS IVITiI LESS THAI J i/. S110i11;
FYISII;G GRADE --
i
II l l :;... -. �'RID�'osED GRADE
Sh ALF BY 0.
I0X00 TO ALLOW FOR FLIIUPE SILTIIICI I I --
III III U(� I I 1— III —III III
7 CRA ot;)
h III III III ,
7 .�OU UO°
S
011 (� d�J <l 1; 014 PE RI -OHA TED• I:IGIU Sli 11SUIt1 a('1' 1)p1, RJ j
�-� - aa L --1 ^SDI rli'F.. SEE hF1'F:I,OI'Fi f:1�T I'1. /. tl
q'0 F -CI;
SI7fS(6" PINIJIUM) AND INVERT F.I.I IVA110G'S.
I'YPICA1, .9 AYA1,E DI1 :'1'AII,
IORAWING 1:111 In "(7,I l�
IIAkiII, I') i�
REVISED 9 AUG 94
nPPROVED 1 ,
KEN1014 C,fA ARD. ItAIfI tJ COUNTY SURVEYOR 9d -1 �)
OFFICE OF 'PPE HAIAll,'I'ON-- COIJ14'1'Y SURVEYOR
T rCllCEPOST
l7<r tempo rnr, protectlonl
5E1' FLUSR rir4rrSlf eR,I DE
� -F:nsr 'ortnl cASrINC Irno oP CnuAl.
LID,
OAISE p
W i �J, P-5) R81- 4-- MASIIrD CNAVrL
i
� oo Kl
-(-CAP
JAG DIRECTIOu of FLOIT
o� o° r e• z 6' TEE -- -- ___ —_f
SUBSt1RIi'1\CE DIRAIN- (SSD) RISER DETAIL
tOPAWINC NOT TO SCALE :)
HAMILTON COUN,I'')' SLIRVEYOR'S 0 F F ICE
REVISED! 21 NOV•DS
Geri STANDARD PL71hl
APPROVED:— __
7-znn KENTON G BARD, IIAMILTOJ, COUNTI' St1RVEY0R E 9 5-1.1
OFFICE OP' '1'IIE IiAHIL'I'O1J COU14'I'1' SUI�VCyp}Z --
---- - - - - -- - -----------------
__ 0F'IPICE 0F 1'I1L 1_1A11'1I1.1'1'01J COUIJ'i'1' SUIZVLIOH
'
—
/ --CA °I IMO FRA11C AND COVER AS SI'r.C1i
NoN- ASrNALT1c V
OR UtITYf. RVDDER
A
SEAL DET WCCt7 JOINTS.
PRECAST CONCRETE 11"1 F RIN ER RINGS IF
I(F, F'DED (12 INCITES OF RIN09 llAX141-11(1.
0
'0 0
ECCENTRIC CONE OR P.0000CR
' CAP AS RCOUIRED DY SITE
C o o 0 0
6 ('.I'9,)
0 . 0 REDUCING I
° 00° Coa �REOUIP•ED
SSD NAItt
0 0 -
- - - - - -- --- -- —
+ IRll. SLOPE 0.30:
15- 1,1011VU9
Imitt
lit �
a' SSD
MW. I
VIN.
1 I(AK1I0(,E CONFORMS
12' .VIN
1 - 1 2
'tj
4
5
) I
STEEL FENCE Post
PROPOSED CRADE
TIPICAL SSD LATERAL 10 INDIVIDUAL 1.01 S AWN(', ,l REEFS
NO SCAL(:
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
APPROVED: �-� _�_��
— MwIIQI wsln 9m.f T02 - _ -- -a41F
�1 rcn� bor }{ -bar Nqc{ (loll "A-
Boll Io apron 6'1r .dq. n( coocr.l.' "'T• -1 5_��- $7. Ii - bar. Dia._ D�
3 boll plot,, r.q'd -f4' . 4'+ ID" Inchu R,q'J Inch./
�-1 ID -
3 r 5
I - -z _3T �� 0- - -�- 7
- - - �-
I
-- ->� �..�� - T
f 4 ? —y"1 0 1� i
-,- _ s- 12
14
O I11� 6 i �i IS
2 36 2 3� !�2 —a
1
- _- -- -
/� - 24
-30 9 - LJ bar, a 36 4 -�
- -j -- - _ P, P.
_ ---__ - -J f 0 I 1 5 I �i
; -�, ; ��_— e
66 -- ,
i14 9
plp.
���L'IIYIO /IY -
NOTES: —
a
o. TRASH �A
BARS I
as .—
T. S
H
GUARDS DS
FOR
0
Pl.. E 5 —.
E - -- —
)loT n j-
o �1 -
L D STF -
LE .FL. - - -� --
2.RAPS , PLATE5, L PIPE AAE rIif 15MED
'N1 T11 2 COATS of AI.0WINUm PAMT. , J CONC. APRONS
a DOLTS ARE 6ALVAHIZED.
4. SEE STD. PLATES A -10 A A -11 VOI APROt4 <_,v)�p�y -T)• e <'�� NON E - -�•" STEEL
5. TRASH{ GUA -IMS WITH CIFFERENT DIA /.DETER BARS ARE
AVAII hill F iPF, ^Int nnnEN - - - - - -- _I - -- I _ -� I _e A727
J.P.L.
6 1 7 1 8 I- 9
9 ( 10 I 11
-OF OF I'TTE HAMILTON COUN'T'Y SURVEYOR
LAKE CROSS -- SECTIONS
-- °P'I'TON 3-
CAS FI(ENT
EASCI(ENT
15' I(IN.
100 YEAR\ -- -7. ----1�
2- FP.F.EP,OAF'D VIN: -{
Eli ERG FVC Y
7, .. -_ SPI LL'n AY
NORMAL POOL-J / AT too YEAR
41 - III
lo•
i
i
I
i
I
I
- - i
IIAI \'111,'I'UI��I I r
i
-- -
j�------ .- .-- _— ____ - -. -.
REVISED: 6 JUN 94
APPROVED — C. /�� /_ / STANDARD PLAN
KEN}'.Oi C WARD, HAMILTON -- COUNTY SURVEYOR - DATE 94--4-
I i A N41 I_,'FO N
CtJ I�I3 1N i, -
(1 ge J )
CUR 13 1NL1� :1' 'I Ai31. 1�'
PIPE 57RlI C "f IIRE9 S I I t I 1: 11 1117 lo. S -' - - -"
ri, IIfAit 411' e RCAI :11 I'IIAN I nPoGIl' AND fifl'1't> rilr(N e'nSlDWG
tllALli'Y Of 17CgUIki'1; CASfINC •;1501 I'I.
IIN(IIES) ! RDRI 'I' /f. TO 40' PHoN 'f /(•
I7V1,It'I' I'IPP:S WILL • A':Ii NO
r0 1NVFRT I(pgUIitl
(INCIIP 51 I I(IAL 1)1-41GN t
12 To Ill 2 1 X - -- - - _ `
2J -__ -
- -
IH SI( to ND
J_ - -- -- AIIROVa, S YIS
_I - I - -- Ar I IiOVAL
X f_
_ • I
hESll
Imsi tl -- - - -- -- -- ..
21 OR 1.,1 Rt ER UI -
' AI PROVAI. f --
I)F.,SIr N No -- - - -- -- - --
' _ A11IH)VAI
I 24 Oft LARt E:R -- --' I - -- - - -
FIIhiDOX - -- - -- _
Y F } F S Y Li) _..
- -_ - - - - -- ._. _ .. —_. ._- -- - -' - - -- -
PIPES Nn LnRCr.R "I'IInN 111" (.117 NL: t1SI?D IN THE' 2'sIUL' OP 11115 iIOX.
�ITir(;!,IIpJ(, hND 011'1' cnINC I >IPICS I:PPi:C'I' STEPS IN THIS STR If( 'fURF:
•SI'EC1311. i:U'rh'
Vi STRUC'fI;IlES DE11'Elt THAN 1(1" I'ROLI 'I' /C 'rO IfJ1'hRT•
ll,l. 131' n r•I.II, Ok A IIOX WI I'll S'I'Isl'S LIiJLESS SPECIAL DESIGN IS
nl'I'ftOVl ?h i
SPECIAI. NQ'I'E S'I'RIl(:'f(11Ni;5 WILD• Iii: DESICfIED POP MAXIMUM
FLOW It) P1111 ?3
`Wl:('IAI, NOTE I'OUPTY Lint ItI:c1UIRE 5'I'I:PS To AF "TE Lt F IiJS'fnLLriM
IS SET, TO IMPROVE ACCF:SS.
11AN4I1N_ C UN'hY URVI Y 011, 1�lc�L
_ _ RL7v ISCD --z0 OCI'l00'7
APPROVED STANDARD I'I AN
23( l'>7
�Nj- )N L N,1 It 11 lnlll L'f DN Cnt!tl l } S111f VItYOIf OAI r: I
3" to 4" (75mm TO 100rnm) HIGH LET -TER TO BE STAMPED AS FOLLOv /S:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
4 inch _
(100 rTlfll�
L --
-
NO SCALE
NOTES:
I. Curb to be slumped at all locations where en) of the ebove cross under o curb.
2 lel'er lc be SIOmpeU rrcr to concrete self ^,a up, wheneer possib!e.
3 Slcn'r to the n mulunurn Of 112 inch (IOmm) deer. I
1
CUR13 S WdP
I IAMIL 10i,d COUNTY NIGi NIAY DEPAR I MEN i
REVISED: _D3 =109 =9i
RECOMENDED
_ - -� - - -- ---------- - - - - -- STANDARD PL.nrl --
_= = _1, --
_ —_. - -. )ALA Rn Gown INOu((. U•I[
J
APPROVED: kmci« - -- 0 NAYS
-- a cwlm oacloa -� - -o+rt
In 44
12
13 I 14 I
OFFICE OF THE HAMILTON COUNTY SURVEYOR
15
EXISTING GRADE
_Tif--- III --III -
I III —III --
III III =III
------ � -�.,. . - _
- --
t< -:-•- ' raerosco ceaoe
—"4� UNDFRCl7i Sh'ALF. D,' 0.2
-1 I I - -I I I - - I 1 1 - I I I —I I =1 TO ALLOh' FOR FUTURE SIhTINC I If -
III III III III — I I I—I I F71 1 I--I I I -III III
UNDERDRAINS REQUIRED IN S11'AILS IVITiI LESS THAI J i/. S110i11;
FYISII;G GRADE --
i
II l l :;... -. �'RID�'osED GRADE
Sh ALF BY 0.
I0X00 TO ALLOW FOR FLIIUPE SILTIIICI I I --
III III U(� I I 1— III —III III
7 CRA ot;)
h III III III ,
7 .�OU UO°
S
011 (� d�J <l 1; 014 PE RI -OHA TED• I:IGIU Sli 11SUIt1 a('1' 1)p1, RJ j
�-� - aa L --1 ^SDI rli'F.. SEE hF1'F:I,OI'Fi f:1�T I'1. /. tl
q'0 F -CI;
SI7fS(6" PINIJIUM) AND INVERT F.I.I IVA110G'S.
I'YPICA1, .9 AYA1,E DI1 :'1'AII,
IORAWING 1:111 In "(7,I l�
IIAkiII, I') i�
REVISED 9 AUG 94
nPPROVED 1 ,
KEN1014 C,fA ARD. ItAIfI tJ COUNTY SURVEYOR 9d -1 �)
OFFICE OF 'PPE HAIAll,'I'ON-- COIJ14'1'Y SURVEYOR
T rCllCEPOST
l7<r tempo rnr, protectlonl
5E1' FLUSR rir4rrSlf eR,I DE
� -F:nsr 'ortnl cASrINC Irno oP CnuAl.
LID,
OAISE p
W i �J, P-5) R81- 4-- MASIIrD CNAVrL
i
� oo Kl
-(-CAP
JAG DIRECTIOu of FLOIT
o� o° r e• z 6' TEE -- -- ___ —_f
SUBSt1RIi'1\CE DIRAIN- (SSD) RISER DETAIL
tOPAWINC NOT TO SCALE :)
HAMILTON COUN,I'')' SLIRVEYOR'S 0 F F ICE
REVISED! 21 NOV•DS
Geri STANDARD PL71hl
APPROVED:— __
7-znn KENTON G BARD, IIAMILTOJ, COUNTI' St1RVEY0R E 9 5-1.1
OFFICE OP' '1'IIE IiAHIL'I'O1J COU14'I'1' SUI�VCyp}Z --
---- - - - - -- - -----------------
__ 0F'IPICE 0F 1'I1L 1_1A11'1I1.1'1'01J COUIJ'i'1' SUIZVLIOH
'
—
/ --CA °I IMO FRA11C AND COVER AS SI'r.C1i
NoN- ASrNALT1c V
OR UtITYf. RVDDER
A
SEAL DET WCCt7 JOINTS.
PRECAST CONCRETE 11"1 F RIN ER RINGS IF
I(F, F'DED (12 INCITES OF RIN09 llAX141-11(1.
24" DiANCTCR
ECCENTRIC CONE OR P.0000CR
' CAP AS RCOUIRED DY SITE
Tx { 1 CONDITIONS. CONE TOP TO
ICATCII ADJUSTING PING PROFILE.
< ( 1 A'• t
X
I
FULL HCIOIIT 1(AlrlfoLC—
- - - - - -- --- -- —
STEPS 1,3 SPECI I'I ED.
15- 1,1011VU9
lit �
-- roIrr
1 I(AK1I0(,E CONFORMS
1-0 ASTlt 170
0 -RING GASKET NON-
ASPHALTIC Ir7STIC OR
BU7Y1. RURCFR SEA1.
_" 46" OI)UF7f:R PRECAST
-
AT JOINTS.
Co NCRLTC SECTION:
PREFORMED HOLE TO MAXIVUV
DCNCII WALLS AT MINMUM
OF PIPE D.D.—d' " WITH
D ,- i /aJN'SIIRINI: CF't /UJ1' GROUT,
h` PER FOOT SLOPE. DENCII
ye tea{
WALLS i0 DE CONSTRUCTED\
TO SPP.INO LINO Or PIPE.
!
�•(� (
tiR
STRUCTURES ART: In DE •
/ GROUTED FULLY, TRONCLED
'=[.�, .tl_�%;�•;,'•:" �' S1(OOill AND DRUSN rINISi(('D.
—
r` PEINfORCEO OAR
PRCCAST VASE __- 111,
6" OR 6^ PER S[CtION
•' /'.' :r� 4 ! 12" ON CENTER OR
!•'>:wK 1:<;.. A ?PROVED ALTL'GRATIVE
_' / fININVM '_:�=
J.
•F•t'�jl`•��T!'T�13•- - _ItA1f IlOLE DASC SE'r
°
t
L.n.L]:, --_1(' oil e" or •2 sTot JE
SrI'ANllAR1)
h /IANI10LE'
FOR PIPE
SIZES 12" 'I'I-IRU 24"
fDRAh'INC NOT TO SCALED
IiAMIL'I'ON COUNTY SURVEYOR'S OFFICE
—
REVISED' 10 JAN 9" •�
-- - -_ -_-
CA/ _
APPROVED:__ / q
STANDARD PLAN
_ _ _ ____ __
KENTpH C. NAaD, IU. ILTO17 coui'iY SURV CYOR D f,
95'-9
1,
Revisions
w'o
•�(;ISTER•
No.
9800085
�0,' STATE OF
�ss/0N1AlL
CERTIFIED BY
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION•
1998, The Schneider Corporation
The
Schneider
0
Co,poration
J
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317 - 574 -3797 GIS a LIS
317 -574 -3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BRENWICK DEVELOPMENT CO.
Village of WestClay Y02-
CARMEL INDIANA
HAMILTON COUNTY DETAILS
Date Project No. Drain Approv.
Y 19 0 1 1238 BET, MG
Computer Files Sheet No.
J: \1238 \001 \DWGS \CB04.DWG
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12
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