HomeMy WebLinkAboutC804 Hamilton County DetailsOFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
OFFICE OF THE HAMILTON COUNTY SURVEYOR
HYDROSEEDED
STRUCTURE SIZING TABLE
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' (MIN.)
TREES
BRUSH
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUALITY OF
PIPES WILL
REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
"R-3501N
CASTING
•3501 TL
Be TR
12 TO 18
24 X 24
DESIGN
APPROVAL
NO
YES
YES
12 TO 21
30 X 30
DESIGN
APPROVAL
NO
YES
YES
18 TO 21
31
j SLOPE
3
NOT TO
MH /BOX
DESIGN
APPROVAL
YES
YES
YES
21 TO 27
24 X 36* OR
38 X 38
DESIGN
APPROVAL
NO
NO
YES
12 TO 24
36 X 38
DESIGN
APPROVAL
NO
YES
YES
24 OR ER
DESIGN
APPROVAL
DESIGN
APPROVAL
NO
NO
YES
24 OR ER
1
MH /BOX
DESIGN
APPROVAL
YES••
YES
YES
IPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX.
*INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE.
F *SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT
WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS
APPROVED.
SPECIAL NOTE STRUCTURES WILL BE DESIGNEE) FOR MAXIMUM
FLOW IN PIPES.
SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED
AFTER STRUCTURE IS SET, TO IMPROVE ACCESS.
4
HAMILTON COUNTY SURVEYOR'S OFFICE
3/4
3/4
12
12
REVISED: 1 FEB 2002
3/4
APPROVED:
STANDARD PLAN
D-18
KENTON C. D. HAMILTON OUNTY SURVEYOR 0 E
3/4
5
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
OFFICE OF THE HAMILTON COUNTY SURVEYOR
HYDROSEEDED
UNDERWATER
S150
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' (MIN.)
TREES
BRUSH
ALL
TREES
BRUSH
SEED
5
3' (MIN.)
30
SODDED AREA
30' MIN
1 CROSS SECTION
I1
SUBDIVISION CLEARING
ALL OPEN DITCHES SHALL HAVE AN ONSITE INVESTIGATION WITH
THE SURVEYOR'S OFFICE PLAN REVIEWER, INSPECTOR AND
DEVELOPER. TREES GREATER THAN 18" (MEASURED AT BREAST
HEIGHT) MAY BE SAVED IF APPROVED BY THE INSPECTOR. THE
INSPECTOR SHALL BE CONTACTED FOR INVESTIGATION PRIOR TO
FINAL INSPECTION FOR DETERMINATION.
NOTE: IF ON PROPERTY LINE, USE CONSERVATION ALTERNATE.
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
(CROSS- HATCHED)
REVISED: 1 JAN 2000
END SECTION
NORMAL
APPROVED: 4.1a,Ja°
STANDARD PLAN
OD -4
KENTON WARD, HA TON COUNTY SURVEYOR DATE
TOE
END SECTIONS:
SHOWN/REQUIRES TOE PLATE
REQUIRES ANCHOR
SLOPEWALL
HEADWALL
5.1
5
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
I NOTE:
1 6' STEEL FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
i IN 2 LOCATIONS
i
CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
j TO BE REMOVED UPON CONNECTION TO
HYDROSEEDED
UNDERWATER
S150
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' (MIN.)
NOT ALLOWED
10' SAFETY LEDGE
k
U
V
W
A
3
{1
SCALE)
SEED
5
3' (MIN.)
1
B
i
i WASHED
SODDED AREA
POOL
4
Dia.
I1
'4,'�'.r..
r•0 Ow• o•.::o0
0 •.n oO�cg� g 0 0 0 .go
(CROSS- HATCHED)
1
PLATE
1' 6"
END SECTION
NORMAL
R.C.P. STORM SEWER
�lig i Vw
k
o� 1/ �1 0
OPTIONS FOR
-METAL:
PRECAST
CONCRETE
-CONCRETE
TOE
END SECTIONS:
SHOWN/REQUIRES TOE PLATE
REQUIRES ANCHOR
SLOPEWALL
HEADWALL
5.1
5
�O�O
1" R T50410 1Qa
�Q
8•' T
NOTCH RIP
SLOPE AS
USE RENO
POOL
Z /N.
-RAP INTO
SHOWN
MATTRESS
t
w
0
q
31
j SLOPE
3
NOT TO
i>
SLOPE
NORMAL
z_
R.C.P. STORM
v
SODDED AREA
(CROSS--HATCHED
,,,'�0•••
'i ..J�
r�
_5_j_.
SLOPE
OPTION
(DRAWING
`-'0`'68,066-- �(�g
0 o%. IP II *I:
pp
o oOJJUU 5' 0 W
RIP-RAP d'
o RENO MATTRESS
4
z
SURFACE DRAIN
D PIPE DIAMETER
NOT TO SCALE)
VIEW
DETAIL
SECTION
TOP
LAKE OUTLET
FOR LAKE CROSS
HAMILTON COUNTY SURVEYOR'S OFFICE
36
APPROVED: -Al 4.1A 00
REVISED,
1 JAN 2000
1/2
APPROVED:
..14•4
G. I" Oo
STANDARD
D-11
PLAN
KENTON WARD,HAMI TON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
I NOTE:
1 6' STEEL FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
i IN 2 LOCATIONS
i
CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
j TO BE REMOVED UPON CONNECTION TO
z
PROPOSED
GRADE
S
I
P K�����
1
HOUSE.
ALL MEASUREMENTS TO BE MEASURED
FROM BACK OF CURB.
EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE
TO STEEL POST CAPPED BELOW GROUND LEVEL.
i
i
i
18"
LATERAL LOCATIONS SHALL BE STAMPED
ON CURB. (SEE CURB STAMP DETAIL)
"A"
1
B
i
i WASHED
Size Size
H -bars
Size
Dia.
Dim.
r•0 Ow• o•.::o0
0 •.n oO�cg� g 0 0 0 .go
Req'd
•8 WASHED GRAVEL
�i
OR CLASS "A"
Inches
STONE
REDUCING T
�lig i Vw
k
o� 1/ �1 0
1 Arch pipe aprons
18
1/2
REQUIRED
MINIMUM SLOPE 0.307.x►
I
ca
UN SWALE BY 0,2'
I I �J TO ALLOW FOR FUTURE SILTING 1
l
1 11 11
UNDERDRAINS
r
5/8
4
3/4
3"
MINIMUM 4" SSD MIN
TYPICAL SSD LATERAL
TO INDIVIDUAL LOTS ALONG
In
12" MIN
p1
4
18" MAX.
MINIMUM 6" SUB
STREETS
(DRAWING
SURFACE DRAIN
D PIPE DIAMETER
NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE.
-x„xa
REVISED: 1 JAN 2000
36
APPROVED: -Al 4.1A 00
STANDARD PLAN
SSD-1
KENTO C. WARD, HA ILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
NORMAL POOL
SIDE PROFILE
v -BASS
MIN.
100 YEAR
f 'I
Apron I V -bar
No. of
H -bar
Bolt
"A"
1--2'
1
Size Size
H -bars
Size
Dia.
Dim.
Inches
Inches
Req'd
Inches
Inches
Inches
4--'; PROPOSED
1 Arch pipe aprons
18
1/2
3
5/8
1/2
5
UN SWALE BY 0,2'
I I �J TO ALLOW FOR FUTURE SILTING 1
l
1 11 11
UNDERDRAINS
24
5/8
4
3/4
1/2
7
30
5/B
4
3/4
1/2
7 1/2
-x„xa
pp�
li
36
3/4
4
1
1/2
10 1/2
�"n
42
3/4
4
1
3/4
11
PER CONSTRUCTED
I WALLS TO
TO SPRING LINE OF PIPE.
3" MIN.
48
3/4
4
1 1/2pipe
1 /2Pipe
3/4
3/4
12
12
54
3/4
4
11
60
3/4
5
11/2pipe
3/4
14
72
3/4
5
11/2pipe
3/4
14
84
3/4
6
1 /2pipe
3/4
15
TOP VIEW
KENTON C. WARD, A MILTON COU TY SURVEYOR
suoade adid punoqi
12
1/2
3
5/8
1/2
4
15
1/2
3
5/8
1/2
4 1/2
18
1/2
4
5/8
1/2
4 1/2
21
1/2
4
5/8
1/2
5
xor roar .Pxax e• 1 ID2 concxlr2 �J
BOLT PLAT B0 dIQ'ID "II• %10"
lope
n TYP.
24
5/8
4
3/4
1/2
5
27
5/8
4
3/4
1/2
5 1/2
30
5/8
4
3/4
1/2
5 1/2
36
3/4
4
1
3/4
8
O�_-
E_.
42
3/4
4
1
3/4
8
48
3/4
5
1
3/4
8
54
3/4
5
1 /2pipe
3/4
8
60
3/4
5
1 pipe
3/4
8
w
66
3/4
6
1 /2pipe
3/4
8
I.
72
3/4
6
I1/2pipe
3/4
9
NM
84
3/4
7
11/2Pipe
3/4
10
90
3/4
7
11/2pipe
3/4
14
NOTES
1. BARS PLATES ARE HOT- ROLLED STEEL.
2. BARS, PLATES, PIPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVINIZED
4. NO REBAR THROUGH PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED, 1 JAN 2000
7
APPROVED: 4 3 4^ 'C
STANDARD PLAN
D-12
KEN s 0. WA' HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
LAKE CROSS- SECTIONS
OPTION 3
NORMAL POOL
EASEMENT
15' MIN.
I .I 2' FREE:OARD
MIN.
100 YEAR
f 'I
a
e n o
w
a
f l —I l f III
—I 11 —I i i—
m
WASHED GRAVEL
DIRECTION OF FLOW
z
EMERGENCY 5
SPILLWAY
AT 100 YEAR
USE OUTLET
10'
1--2'
1
0
OPTION
3
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
24"
REVISED: 1 JAN 2000
k
SUBSURFACE DRAIN (SSD)
APPROVED 414#40(..)
STANDARD PLAN
D-8
KENTON C. WARD, AMILTON COUNTY SURVEYOR DATE E
OFFICE OF THE HAMILTON COUNTY SURVEYOR
s
IC I
6' STEEL "T" FENCEPOST
(for temporary protection)
SET FLUSH W /FINISH GRADE
EAST JORDAN CASTING 1570 OR EQUAL
i�_
a
cc.
w
�ii_iII
CONCRETE 1
BASE
a
e n o
w
a
f l —I l f III
—I 11 —I i i—
m
WASHED GRAVEL
DIRECTION OF FLOW
z
:R a 00 0
/j o
0 C )O. V.
oo do k
oa GR. U T is g*�
"r ••0...,
Q 1 CA P
1; as
°0' 6" x 6" x 6" TEE
ap
0
O O 0 c 00
0
d) 5` 1 5O Poo
A 3
T MIN.
24"
k
SUBSURFACE DRAIN (SSD)
RISER DETAIL
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
NON- SHRINK CEMENT GROUT.
NOTE
REVISED: 1 JAN 2000
4--'; PROPOSED
APPROVE D oo
STANDARD PLAN.
SSD -3
KENTO+ C. WARD HAMILTON COUNTY SURVEYOR D
OFFICE OF THE HAMILTON COUNTY SURVEYOR
EXISTING GRADE
T1
11 I r
i f "TI
3 I i T
i 1 I I 1
BO
PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM),
1
5" MINIMUM
's
1
I I
--r 1 11 1
GRADE
1
a
t
u
F
MANHOLE CONFORMS
TO ASTM 478
DIAMETER PRECAST 48
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. •8" WITH
GREATER THAN 46 TO 90 DEG
98"
NON- SHRINK CEMENT GROUT.
NOTE
4--'; PROPOSED
s ^�r.!
;;�:::r,.:;ti ?7i:::•;
y'\ *f r t i.e. ...!)...1''.".1).•• ::1
MANHOLE
SIZES 12"
1
I
I
HAMILTON COUNTY SURVEYOR'S OFFICE
J
REVISED. 1 FEB 2002
UN SWALE BY 0,2'
I I �J TO ALLOW FOR FUTURE SILTING 1
l
1 11 11
UNDERDRAINS
1 I 1
REQUIRED
11
1 11 I
IN SWALES WITH
STRAIGHT THRU
1 HI III 1! 1 11
LESS THAN 1X SLOPE
1
EXISTING GRADE f
T1
i1i==.-
1
i
1 3 (MIN.)
1-
3 (MIN.) -P T- T 11:—
1
NOTE:
MAN OC NFORMS TO WILL
-NO BRICK OR BE ALLOWED IN M NHOLE
ORING GASKET, NON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
PREFORMED HOLE TO MAXIMUM
I
"F"
i
DIA.
1' MIN. OVER
HIGHEST PIPE
,.G
gtiP
V
NON SHRINK C-EMENT
BENCH WALLS AT MINIMUM
r-�
PER CONSTRUCTED
I WALLS TO
TO SPRING LINE OF PIPE.
3" MIN.
PROPOSED GRADE
UNDERCUT SWALE BY 0.2'
Pr
r
A
!I
fflffll
1
1 --I i I —I I I —I
°a o
*8 GRAVEO
O
9
D O O o
11
I I
x
w
i v L 1
1
TO
PERFORATED
ALLOW
I
FOR FUTURE
1 1 1
SUBSURFACE
SILTING
1
DRAIN (SSD)
1 1_
1 I
PIPE
Q•
i" o
WITH MINIMUM 0.52. GRADIENT.
SEE DEVELOPMENT PLAN FOR SIZES
AND INVERT ELEVATIONS.
(8" MINIMUM)
DETAIL
(DRAWING NOT TO SCALE)
3`
TYPICAL SWALE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
APPROVED
STANDARD PLAN
D-16 -16
KENTON C. WARD, A MILTON COU TY SURVEYOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
SEAL
24" DIAMETER
BO
PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM),
P
5" MINIMUM
's
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED.
O-RING GASKET NON-
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
AT JOINTS.
BENCH WALLS AT MINIMUM
%2" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE OF PIPE.
PRECAST BASE
8" OR 8" PER SECTION
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE.
PIPE TURNS
5" MINIMUM
NOTE:
is
a
t
u
F
MANHOLE CONFORMS
TO ASTM 478
DIAMETER PRECAST 48
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. •8" WITH
98"
48"
GREATER THAN 46 TO 90 DEG
98"
NON- SHRINK CEMENT GROUT.
NOTE
STRUCTURES ARE TO BE
GROUTED FULLY. TROWELED
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
s ^�r.!
;;�:::r,.:;ti ?7i:::•;
y'\ *f r t i.e. ...!)...1''.".1).•• ::1
MANHOLE
SIZES 12"
*4 C 12 ON CENTER OR
_APPROVED ALTERNATIVE
3" MINIMUM
STANDARD
FOR PIPE
MANHOLE BASE SET
ri ON 8" OF 2 STONE
THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
J
REVISED. 1 FEB 2002
72"
APPROVED: Z
STANDARD PLAN
D -ZO
KENTON C. WAR', AMILTON COUNT SURVEYOR ATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING FRAME STANDARD MANHOLE
AND AS
SPECIFIED
T
NON- ASPHALTIC
BUTYL
YL RUBBER
SEAL OINTS EEN
5" MINIMUM
,FOR PIPE
:4-'., 'CIA PRECAST
V% N, j NEEDED (12
24•'
DIAMETER
SIZES 24" THRU 66"
CONCRETE ADJUSTER RINGS IF
INCHES OF RINGS MAXIMUM).
STANDARD PRECAST MANHOLE CAP OR CONE
4' DIAMETER
5" MINIMUM
's
d e
NON ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
MANHOLE
PIPE
PIPE TURNS
DIA. "F"
DIA. "G"
98"
48"
GREATER THAN 46 TO 90 DEG
98"
54"-88"
UP TO 60 DEG
84"
42'
GREATER THAN 45 TO 90 DEG
84"
48"
TURNS UP TO 45 DEG
J
72"
42 "-48"
UP TO 45 DEG
80"
33 "-36"
STRAIGHT THRU
18"
TYPICAL
60"
24 -33"
GREATER THAN 45 TO 90 DEG
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
CONCRETE REDUCER CAP
NOTE:
MAN OC NFORMS TO WILL
-NO BRICK OR BE ALLOWED IN M NHOLE
ORING GASKET, NON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
PREFORMED HOLE TO MAXIMUM
I
"F"
i
DIA.
1' MIN. OVER
HIGHEST PIPE
,.G
gtiP
V
NON SHRINK C-EMENT
BENCH WALLS AT MINIMUM
r-�
PER CONSTRUCTED
I WALLS TO
TO SPRING LINE OF PIPE.
3" MIN.
Pr
r
A
8" MIN.
3" MIN. /�����A
ONE COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
APPROVED: Z
STANDARD PLAN
D-21
KENTON C. W HAMILTON CO NTY SURVEYOR TE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
BANK ARMORMENT AT Ot TTLET PIPE
IN OPEN CHANNELS
RCP OUTLET
7 -9" GRATIED
RIPRAP IN
G ABIAN 13ASI<ET
G EOTEXTILE MAT SHALL EXTENT]
6" ALL THE WAY AROUND THE
PERIMETER OF THE RENO MATTRESS.
_TO E'OF SLOPE
I CROSS SECTIO
r
4 CENTER LIN
PLAN VIE
ENT ON C, ARD, NAMI TON COUNTY SUR VEYOR
GEO -MTTLI
7 -9" DE D
RIPRAP GRA IN
GABIAN BASKET
DRAWING NOT TO SCALE)
HAMILTON co: NTY SURVEYOR'S OFFICE
REVISED 1 JAN 200°
STANDARD PLAN
0-4
\\\\\\\0\10.{l1111/1//////////.
CTS T
\O.
0000075
STATE OF
F (NDigNP
E ttowAli,
DATE: 7/02/04
HIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE _HE L XCU_:SiVE
INTELLECTUAL PROPERTY Cr HE SCHNE DER
CORPORATION, AND .ANE NCI TO E3E l,S:
REPRODUCED, IN WHOLE OR IN PART, WI -H tT
THE WRITTEN CONSENT OF THE SCHNEIDER'
CORPORA T ION.
COPYRIGHTED BY TH E SCHNEIDER CORP. 20041
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N: \1238 \9004 \DWGS \C804.DWG
SHEET NO.:
c go A
OFFICE OF THE HAMILTON COUNTY SURVEYOR
BANK ARMORMENT AT Ot TTLET PIPE
IN OPEN CHANNELS
RCP OUTLET
7 -9" GRATIED
RIPRAP IN
G ABIAN 13ASI<ET
G EOTEXTILE MAT SHALL EXTENT]
6" ALL THE WAY AROUND THE
PERIMETER OF THE RENO MATTRESS.
_TO E'OF SLOPE
I CROSS SECTIO
r
4 CENTER LIN
PLAN VIE
ENT ON C, ARD, NAMI TON COUNTY SUR VEYOR
GEO -MTTLI
7 -9" DE D
RIPRAP GRA IN
GABIAN BASKET
DRAWING NOT TO SCALE)
HAMILTON co: NTY SURVEYOR'S OFFICE
REVISED 1 JAN 200°
STANDARD PLAN
0-4
\\\\\\\0\10.{l1111/1//////////.
CTS T
\O.
0000075
STATE OF
F (NDigNP
E ttowAli,
DATE: 7/02/04
HIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE _HE L XCU_:SiVE
INTELLECTUAL PROPERTY Cr HE SCHNE DER
CORPORATION, AND .ANE NCI TO E3E l,S:
REPRODUCED, IN WHOLE OR IN PART, WI -H tT
THE WRITTEN CONSENT OF THE SCHNEIDER'
CORPORA T ION.
COPYRIGHTED BY TH E SCHNEIDER CORP. 20041
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering