HomeMy WebLinkAboutBuilding and Landscape106th STREET
S 7r Ft IF= 1E 7r A S 7r OF,[ K4
S 1E VV IF= Ft F) L A hi S
Developer.
INVESTMENTS5 BROWNING
11550 NORTH MERIDIAN STREET
• CARMEL, INDIANA 45032
(317) 573-6000
Engineer.
0IM
SCHNEIDER
CORP.
3020 NORTH POSY ROAD
Q 103rd STREE INDIANAPOLIS, INDIANA 46226
0 E—
w (317) 898-8282
ui
11111111110
J
/ Z INDEX
C7 Q
Z
SHEET DESCRIPTION 0 No.
a
WS -I TITLE SHEET
S-2 OVERALL PLAN
S -3-S-4 STREET GRADING PLAN
S -5-S-14 STREET PLANS
S-15 ENTRANCE PLAN
S -16-S-22 STORM SEWER PLAN
S -23-S-24 EROSION CONTROL PLAN .>.
S -25-S-26 GENERAL DETAILS
S-27 SPECIFICATIONS
!� 0
d d .
_1 Schneider Engineering Cor
oration
p -d
CIVIL ENGINEERS LAND SURVEYORS
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226-6518
(317) 898-8282
DATE:
1-465 CERTIFIED BY: JOHN V. SCHNEIDER
SHEET
S-1
ITEMAP
PROJECT ENGINEER:
o�
SCALE: 1"m2001 CHIEF ENGINEER (JOB No. 521.00) 27
W
W
cc
H
MERIDIAN
SPRING MILL ROAD
Z
O
W
CL
0
w
F -
w
U
N 00
00 Cp
N O
00 (O
Z I N
O 00 x
00 0
ch� 0 i O
O
CL � a
O (D
U �= w
CD
Z�Q
CLZ
W Q
W p
O
� Z V
Z �
W O
O�
W Z
� Q
Z Z N b
U � >
V) Q) L
U �
U �
O W N
O QO
_ U Z
N U' "4
o Q
z
m
O
Y
Z
W
Z
Q
Q
U
H
n
Ld
W
H
w
J
Z_
:E
Q
2
~
cr-
W
U
F-
a
o Z
O
Lf0
W
0 Z
C)
w -_
Z
F—
4
O OC
w O
Q
H
�c
fn
SHEET
p
OF
27
r
_
m
O
Z
Y
U
w
U
Z
w
Q
Q
�
p
m
0
w
F -
w
U
N 00
00 Cp
N O
00 (O
Z I N
O 00 x
00 0
ch� 0 i O
O
CL � a
O (D
U �= w
CD
Z�Q
CLZ
W Q
W p
O
� Z V
Z �
W O
O�
W Z
� Q
Z Z N b
U � >
V) Q) L
U �
U �
O W N
O QO
_ U Z
N U' "4
o Q
z
m
O
Z
W
Z
Q
Q
H
n
Ld
H
w
J
Z_
:E
Q
W
_
~
cr-
W
F-
a
o Z
O
Lf0
0 Z
C)
w -_
Z
4
O OC
w O
W
�
H
�c
fn
SHEET
S -2 -
OF
27
FOR CONTINUATION
I
SEE THIS SHEET
II i i
STIR No 303 -STR No 304 STIR No 306 STIR No 305 STIR No 308 GVRJE '�
CURB INLET BEEHIVE INLET CURB INLET STIR No 309 R CPL
STORM MH STORM MH CURB INLET 100 RW v� �\
TC -838.69 TC -838.50 TC -841.62 TC -841.50 TC -844.50 i
TC-844.70.65(S&NW) INV-837.84(E&W) INV -839.74(S) INV -840.96(W)
INV-836.41(SE) INV-83606(E&W)
INV -836.16(W) INV -837.74(W) INV -840.86(N) INV-841.
NEW WATER LINE INV -837.49 N
NEW WATER HYDRANT ( ) NEW WATER HYDRANT
NEW WATER LINE
EXIST 24" STORM SEWER / _ _ - _ W -- --TOGASEI0fE TELEPHONE EASEMENT 7kZi0
-w - ----------------- ----- / pG 0 , -5 - O
W -- _ --- __-- _
PT +0.709 PVi w =_ •� � / 1�k5
3+00 O 3+1,57.54
86' RW / / / 00 I 4+00 5+oo +1.10% W - - - - - - - _ _ _ vj k 5; ! j
1 �Y 838.33 838.63 1 I 6+00 6+66.58 w - - - - - kp0 / 46 8 / Of
5 cv 839.73 = W
g37.93 i 1 7+00 8 +1.1 w 1�1 -
/ 2 Pe 2 (84083 841! 93 °p +00 0% 0 �6 88/ 6 3 k
O I 9+46.58 10+00 PC N �, 4
0 841.56 I 9+00 k 3
t+1 N I I 00
0 110+06.52_ 8 1 8 - PG 5p 2 005 /
k 8 843.03 O i 46 V 1
oD
PT 844.13 cv 844.64 845.23 845.30 �• 11k 84� 8
3+00 3+11.33
+0.75% Cr
O _ O O }1,5 8�� o
�- 2829\ 837.33 (837.41 I` 837.9+8 .42 4+00 p1 5+00 +1.15% 6+0 O 00 �/
58 7 `-- 5 838.14 N I 1 0 6+50 7+00 0 �91k
2kp0 2k2 836 839.29 840.44 841.02 1 ao 8+00 + 1.159; 9+00 J 10� g8 6 �r `A61g / J ' _
- - - 841.59 I 00 9+30.00 10+00 N _ 6 10 -
0 1 8 0
- 10 ELECTRIC EASEMENT "' Sa2.74 I O ! 89.94 I o i 8460
83g _ N 843.89 844.24 / ,44.93 O
say - - - - - - g45 \� 845.04 0 845.27 845.73 o
J
k 1 // STIR No 302 -------- J1 m1
929 / -� / �' e CURB INLET 1 w
STIR No 301 TC -838.01 Q STIRNo 307 y rz
END SECTION 8s� INV -835.97 E&NW --`-t
/ ( ) CURB INLET SE
8735 w
EN / INV -8.
o-�oo � ��ASE� ( ) 838 TC -841.07 w � _
�� P��E.,,. 100' RW LEGEND INV -838.07(E) loo' RW y Z!;-
�0 STIRNo 310 Atr o
Existing Storm Sewer
New Storm Sewer
BENCH MARK
Existing Sanitary Sewer
T.B.M. CUT "0" ON CONCRETE BASE OF LIMITED New Sanitary Sewer
ACCESS RIGHT-OF-WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND Existing Contour
U.S. 31. Existing Elevation
(ELEVATION=840.88)
000.00 New Pavement Grade
T.B.M. CHISELED "0" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOAC CULVERT 000.00 All Other Finish Grades
ON 106TH STREET APPROXIMATELY 1000 FEET (000.00) Corrected Grades
/ EAST OF SPRING MILL ROAD.
(ELEVATION= 822.71)
- Flow Arrow
FOR CONTINUATION
GENERAL NOTES- SEE THIS SHEET
1. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY, IN WRITING, THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS HAMILTON COUNTY
HIGHWAY DEPARTMENT SHALL APPLY FOR ALL
STORM SEWER.
3. ANY PART OF THE STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED
WITH GRANULAR MATERIAL.
4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING
GRADES.
5. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
7. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
-�7 -
STREET GRADING PLAN
CURB INLET
TC -844.29
INV -841.29(E)
TOPOGRAPHY WAS PROVIDED B'' CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP, ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
Iz
, I
1
c
00 i
cc
NEW WATER LINE , 2
.............
100 R`M i - - -
STR No 316
PVI, w \ CURB INLET
-- - \K: _1.00 13+82.1 � L��-------- � __ - \ \ \ \ M1INV 844.33 �
1 TC- 8411.50�Nw�
13+ -'��1 -�- 845.56
848.61 84 ,7\\\15x pT
12+50 846.47 `, 4 88 X26?8 W \
PVI 1 846.43 O \ \
845.70 44 \ f
12+00 �� ���\ \ \
- J 846.93, � N NEW WATER
$47.43 PVI P3+91.696x0 \
7 -1.00 4.02 1 \ W \ /0\
13+ t-- 8 -f-`>. 844 T \
SCALE: 1"-40'
HOLEY MOLEY SAYS.
" DON'T
DICE
BLIND"
VC _� I g45.51 845.47 X00' R`M No 313
IN STR \ p SN
pCF
12+50 0
P I- cv 846.35
12 p0 846 85
.35
- 84 .OS
W ~
z Lj
_J =
Z �
Q) cn 0�
G
LLJ
W
U)
844.90 Sxo4 21 \ o ° 0 174% \ Lc S \ CURB 842 L.
- 84,; CVFi
FMV\%
i TC- SE ;
\ t INV -837.98(W
99 x00 T \ INV
4 \ t \ NEW WATER HYDRANT
4 S0 lg ,\ , . 843 w � u ' 1
54
1? \QS3' \'\ 828 - - ' 2.089.
\� (9 � w -
i \CBCT 1 309 -0.62% PT 19+34.3319+52.53
t� STR Mo 315 \ ni/C ��xp,, 843 02 0 _~ 19+00.85,,1- 55
+E INLET \ E.Q i� �f 42.19 842•
B N 8 '^.
� CUR \S
cc TC -844.55 SMF 843 \`� 842.39 0
INV-841.07(SW 847 \ \ 1�xSC -
ss , • �8x00 ° -- --
t c -0.53%
\\ 843 31 o W ~-
a
c�
100' RW
STREET GRADING PLAN
PT 136.2119 54_4
.1 a 3 842.60 842.98
11
842.73
X00
,_TR No 314
CURB INLET
-TC-842.53E
INV -g38.89(
I4V-839.14(NE
SCALE: I"=40'
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
N 00
00(D
N O
Z 1 N
O CID x
F- GO 0
Ofo
O o N
U �
z oQ
CLz
W0
LLJ �Z
z o' Z
0
zz vi
w 00
M Q
W z
0 Q
w 0z
z 0`
U
V)
c N
> c
0
o
w w
j J f-
O
0 C-) 71
Cf)
o �� Q
z C\J
O LLJ
II-__ U
Q z
ry Li �
I- z
Z Lij
W
I=- LLJ Q
^�
Z CL
Qj cf 0
Q oz Z
C)z
� 0LLI �3 <
O w��
slam :�
SHEET
S-13
OF
2-7
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
33' BUCKEYE GAS
PIPELINE EASEMENT
FOR CONTINUATION
SEE SHEET S-10
BENCH MARK
T.B.M. CUT "a" ON CONCRETE BASE OF LIMITED
ACCESS RIGHT-OF-WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND
U.S. 31.
(ELEVATION=840.88)
T.B.M. CHISELED "0" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
(ELEVATION=822.71)
EXIST 8" GAS LINE
STIR No 314
CURB INLET
TC -842.53
INV -838.89(E)
INV-839.14(NE)
FOR CONTINUATION
SEE SHEET S-5,6
STIR No 313
CURB INLET
TC -842.12
INV-837.98(SE)
INV -838.23(W)
STIR No 312
CURB INLET
TC- 843.18
INV -840.35(E)
FOR CONTINUATION
SEE SHEET S-12
STREET GRADING PLAN
EXIST CURB INLET
CHANGE TO PAVED
AREA INLET
NEW TC -843.54
INV-834.29(S)EXIST
INV-834.54(NE)EXIST
INV-836.86(NW)
EXISTING STORM SEWER
103rd
r-NVFW WATER I INF
EXIST SANITARY SEWER
STIR No 311
STORM MH
TC-843.00(MATCH EXIST)
INV-833.94(N&S)EXIST
INV -840.05(W)
LEGEND
STREET
15+24.83
IV—
w
ASSUMED NORTH 10
SCALE: 1"=40' [M>
SIO,
11
Y
U
W
U
Z
3: w
FOR CONTINUATION
SEE SHEET S-13
EXISTING
MARRIOTT
lei W4 A IE►1091a10
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1-800-382-5544
CALL TOLL FNEE
1-800-428-6200
FOR CALL! OUTBID! OF INDIANA
1. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY, IN WRITING, THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS HAMILTON COUNTY
HIGHWAY DEPARTMENT SHALL APPLY FOR ALL
STORM SEWER.
3. ANY PART OF THE STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED
WITH GRANULAR MATERIAL.
4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING
GRADES.
5. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY,
7. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
SCALE: 1"-40'
w�
U
N CO
CC) (0
N O
Z 00 (n
I N
O 00 x
OC) 0
o
� of
O ¢ N
U04
z o¢
�z
W ¢
w
z oz
Z Z J
w o 0
o°
w z
o ¢
0
w z i i
z - cu o`
U �>
cf)
- -O
'52
w
Q
U
W•
Existing Storm Sewer
—
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Z
,t;;:
Existing Contour
Q
Existing Elevation
000.00
New Pavement Grade
000.00
All Other Finish Grades
(000.00)
Corrected Grades
H
Flow Arrow
IV—
w
ASSUMED NORTH 10
SCALE: 1"=40' [M>
SIO,
11
Y
U
W
U
Z
3: w
FOR CONTINUATION
SEE SHEET S-13
EXISTING
MARRIOTT
lei W4 A IE►1091a10
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1-800-382-5544
CALL TOLL FNEE
1-800-428-6200
FOR CALL! OUTBID! OF INDIANA
1. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY, IN WRITING, THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS HAMILTON COUNTY
HIGHWAY DEPARTMENT SHALL APPLY FOR ALL
STORM SEWER.
3. ANY PART OF THE STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED
WITH GRANULAR MATERIAL.
4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING
GRADES.
5. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY,
7. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
SCALE: 1"-40'
w�
U
N CO
CC) (0
N O
Z 00 (n
I N
O 00 x
OC) 0
o
� of
O ¢ N
U04
z o¢
�z
W ¢
w
z oz
Z Z J
w o 0
o°
w z
o ¢
0
w z i i
z - cu o`
U �>
cf)
- -O
'52
w
Q
U
W•
Z
N
Z
W
Q
W
2
�
W
H
�
�
Z
�
>
o
Q
Q
oZ
a
o?
�z
Da-LLJ
0
�
w W
a_
�
o_ m
�-
1=
SHEET
AT
OF
S-4
27
4
BENCH MARK
T.B.M. CUT "'Cr ON CONCRETE BASE OF LIMITED
ACCESS RIGHT–OF–WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND
U.S. 31.
(ELEVATION= 840.88)
T.B.M. CHISELED "0" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
(ELEVATION= 822.71)
up okQQ , S�
�A
-)3
Im
1837
ad
4.
7 0' WATER FAc�kAlhll
CURVE C3 CURVE C4
CURVE DATA CURVE DATA
PI STA 10+39.99 PI STA 10+47.21 FOR CONTINUATION
R = 246.00' R 200.00' SEE SHEET='S -6
= 23*00'05" 23'00'05"
'
L 98.76' L = 8 0.2 9
LC 98.09, LC \79.75'
T = 50.05' = 40.69'
CB = S 11.301022) W f CB S 11 *30'02" W
PROFILE LINEA,
S_Z6
rN
10 TEL F,
Pf -PHONE EASEMENT
—T
C2
CURVE Cl
CURVE DATA
PI STA
2+70.42
R =
200.00'
0 =
23'47'20"
L =
83,04'
LC =
82.44'
T =
42.13'
CE = N
11'06'25" E
cn
z
0
STREET PLAN
EXIST 69RDE
MELD &KROE
678.61'
fn
0
D
8+00 :'/
-
U.1
10' ELECTR3
IC EASEMENT.
<2 Un �
23*00'05" W
9+00
P C C
10+00
9+89 .9
V
U-1
a _j
1:13
op
"IC
LJ
_j
'A
Vr-
ui
LJJ
HORIZ.: 1"40'
SCALE:
(/')
c'0
VE R T.: 1
cli
�--
z
PROFILE LINE
CL
0
LL.Z
.:z Ln
�a
c):;7
q)
Of
Lr_
<
a-0
V- J"t
qrj
'z
c;
a -:
L.
dM
In
SHEET
S.-5
-C)
Lr)
tm
GENERAL NOTES:z
s s4
HOLEY MOLEY SAYS,
837
1
mono=
CA N
zz
w¢
"i cZ
cr_
E
cr
F -__j
Lai
w_j
1.
Al -L:. CUTS A,f,?,E, TAKEN FROM THE EXISTING GRADE . .... . .. .....
DON'T
�A
W 1-n
41 �.l
L�jv1
W
_j 0W"J
W
_j
to THIE NEW GRADE.
.... ............ .....
(5)
z
RC p
.0�
2.
TEMPORARY TRAFFIC CONTROL DURING
DIG
<0
)Tu'A33.6z_
CQ ly-
F—.
"r)
CONSTRUCTION- TO.. CONFORM TO APPLICABLE
+
'0Q.
+- ro
Lp
<)
pi
K)
LOCAL AND STATE STANDARDS.
BLIND
rc, +
'm
co
rn
1�k'
LLJ
a-- cc
�-o
::.,L
ui
Lu
cz CE
w cz
Lu
vi LAJ
V LLJ cn
--j
LLJ
LL
L -Li
3.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
Lki
CURVE C2
PERFORMED IN COMPLIANCE WITH APPLICABLE
C)
CURVE DATA
O.S.H.A. STANDARDS FOR WORKER SAFETY.
Lci
Cm
PI STA 3+07.22
r-: r-
r- <Z1
4.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY
r-
lSi
<)
<z)
R = 246.00'
rn
'Z--
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
i-
r<j
D = 23*47'20"
rflCA
0')
~
DD%
CONSTRUCTION BEGINS.
L = 102.14'
LLJ
LLJ
5.
CONTRACTOR SHALL MINIMIZE DAMAGE TO
1-800-382-5544
cr
LLJ O�
=::%
L4J
f�
LC 101.41'
LLJ
EXISTING TREES.
CALL TOLL FREE
LLJ Cil
LLJ Ksl
L'i r
T = 51.82'
L-ki LAJ
6.
ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
1-800-428-5200
Lu
Lli
LAJ
CB = N 11*06'25"
E
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
FOR CALLS OUTSIDE OF INDIANA
STREET PLAN
EXIST 69RDE
MELD &KROE
845
fn
0
D
841
r7
<2 Un �
cn
On
U-1
a _j
1:13
1-4
LJ
_j
IQ
Vr-
ui
LJJ
HORIZ.: 1"40'
SCALE:
(/')
c'0
VE R T.: 1
cli
�--
z
<
CL
0
LL.Z
.:z Ln
�a
c):;7
q)
Of
Lr_
<
a-0
V- J"t
qrj
'z
a -:
L.
dM
In
SHEET
S.-5
-C)
Lr)
tm
Q
v
1�t L'J
837
1
mono=
CA N
zz
w¢
"i cZ
cr_
E
cr
F -__j
Lai
w_j
1.z
Rtp
�A
W 1-n
41 �.l
L�jv1
W
_j 0W"J
W
_j
]lI)V-53S_Z8
RC p
N_
Lh-
li
IQ
)Tu'A33.6z_
CQ ly-
F—.
"r)
K) .
+
'0Q.
+- ro
Lp
<)
pi
K)
r'j
,
rc, +
'm
CA
rn
LLJ
a-- cc
�-o
::.,L
ui
Lu
cz CE
w cz
Lu
vi LAJ
V LLJ cn
--j
LLJ
LL
L -Li
Ln Lj
Lj cq
Lki
C)
l(l
Lci
Cm
r- Ln
r-: r-
r- <Z1
r< Ln
' Ln QQ
r-
lSi
<)
<z)
�z p
rn
'Z--
+
i-
r<j
KI
Qa
rflCA
0')
~
DD%
LLJ
LLJ
LLI
Lu
L'i Ld
cr
LLJ O�
=::%
L4J
f�
cc
w
LLJ
LLJ Cil
LLJ Ksl
L'i r
Ld
L-ki LAJ
w
41 V)
LAJ
Lu
Lli
LAJ
U -i
845
fn
0
D
841
r7
<2 Un �
cn
On
U-1
a _j
1:13
1-4
LJ
_j
IQ
Vr-
ui
LJJ
HORIZ.: 1"40'
SCALE:
(/')
c'0
VE R T.: 1
cli
�--
z
<
CL
0
LL.Z
.:z Ln
�a
c):;7
q)
Of
Lr_
<
a-0
V- J"t
qrj
'z
a -:
L.
dM
In
SHEET
S.-5
-C)
Lr)
tm
Q
v
1�t L'J
837
1
mono=
CA N
zz
w¢
"i cZ
cr_
E
cr
F -__j
Lai
w_j
1.z
�A
W 1-n
41 �.l
L�jv1
W
_j 0W"J
W
_j
N_
Lh-
li
IQ
CQ ly-
F—.
"r)
K) .
+
'0Q.
+- ro
Lp
<)
pi
K)
r'j
,
rc, +
'm
CA
rn
LLJ
a-- cc
�-o
::.,L
ui
Lu
cz CE
w cz
Lu
vi LAJ
V LLJ cn
--j
LLJ
LL
L -Li
Ln Lj
Lj cq
Lki
E�)5T. &RRDE
STREET PROFILE
LINE "A"
–MEW 5RRDE
INU-94 1. z s
17-11 Rtp
IJUU-841.))
SCALE: 1"40
ILID, C —
(epg)z. 6.261)
17-11 9(-P
INV/1337.90
rN Pn
ij
w r4l
OQ
Lpkri lriLP Z
ro N- -4, _+- T- cA +.
.4
CIO 6-. A
CA
Ln
cmcr
sz j CC W CX LU ui Lu Cc LLjo_ UJ
cz Lu ui czz W Lu _j f— _J 17— !__ _'i,_ __j
I_— — _j __j
__j un
u') L -j -I w
vl in w Li uj
ui - C 3t' ul) Lad Lo
STREET PROFILE LINE ))B))
I
SCALE:— HORIZ.: I"=40'
VERT.: I"=4'
11001 Ld tel
Lp
no, V'if
Ln 841
fn
0
D
r7
<2 Un �
cn
On
U-1
a _j
1:13
1-4
LJ
_j
IQ
Vr-
ui
LJJ
HORIZ.: 1"40'
SCALE:
(/')
c'0
VE R T.: 1
cli
�--
z
<
CL
0
LL.Z
.:z Ln
�a
c):;7
q)
Of
Lr_
<
a-0
V- J"t
qrj
'z
a -:
L.
dM
In
SHEET
S.-5
-C)
Lr)
tm
Q
v
1�t L'J
CA N
zz
w¢
"i cZ
cr_
E
cr
F -__j
Lai
w_j
1.z
�A
W 1-n
41 �.l
L�jv1
W
_j 0W"J
W
_j
17-11 9(-P
INV/1337.90
rN Pn
ij
w r4l
OQ
Lpkri lriLP Z
ro N- -4, _+- T- cA +.
.4
CIO 6-. A
CA
Ln
cmcr
sz j CC W CX LU ui Lu Cc LLjo_ UJ
cz Lu ui czz W Lu _j f— _J 17— !__ _'i,_ __j
I_— — _j __j
__j un
u') L -j -I w
vl in w Li uj
ui - C 3t' ul) Lad Lo
STREET PROFILE LINE ))B))
I
SCALE:— HORIZ.: I"=40'
VERT.: I"=4'
11001 Ld tel
Lp
no, V'if
Ln 841
837
O
Z LO
fn
0
D
r7
<2 Un �
cn
On
U-1
a _j
w
LJ
_j
w
ui
LJJ
HORIZ.: 1"40'
SCALE:
(/')
c'0
VE R T.: 1
4'
837
O
Z LO
fn
0
D
cn
Of
c/)
Z
w
LJJ
(/')
c'0
LJ
Z
Q
�--
z
<
CL
0
LL.Z
W
<
c):;7
LTJ
Of
Lr_
<
a-0
LLj
0
C)f L.Li
LiJ
a -:
L.
dM
SHEET
S.-5
OF
27--__
FOR CONTINUATION
SEE SHEET S-5
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE PIPE INVERT.
2. ALL STATIONING IS TAKEN FROM THE NEAREST
DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
•
12+ 0
320.58'
12+00
316,43'
W
Z
U
Q
T.B.M.
mlkV01
13+00
13+00
—
PC ` \\
13+89,81 14+00 \ \
TT I \
PC 14+00
13+91.69
y+w .,19+02.7
� 1
LINE "B"
HOLEY MOLEY SAYS.
" D03'T
t
N
-800-382-5544 0
CALL TOLL FREE
1=800-428-5200
FOR CALLS OUTSIDE OF INDIANA
x
.,
FOR CONTINUATION I oy-
SEE SHEET S-4
U
Z
QQ
� o
0
m
STREET PLAN SCALE: 1 "= 40'
— w
U
t
( CORR. EL = - .2G) j
852
N00
00 w
N p
OJ w
Z � N
O 00
848x
o
Q of ,� °'
-- --- --- - ----- - -- - - - - -- - - - - - -- - --- - --- - -- -- - - - - - - - - - --- - --- - - - - - - - --- O U -)o
f « 1.ID`I• ' 1.007.
EXISTING GRADS NEW GRADE ocN,
cr
>0 r--- 84 4, E
- - ---- - -- - - OG 2_ - ----- - — - - - — — a --- =
o
- w �ZOD 01 af
cm
N
d y M v,
w 0
z" c'wa INV -811.5 z
~J
ucilj
84`
o 0 cn
�; I5" RCP z - v o
O O C.O N O O d' c7' Q N N _ N
a oo Q oo o 4 ao INV -838.380 0o 4 �n -t aD 1 -0„� �;+ c v
¢U d� dw Q dW w aw' Qw au ¢w QW a�
1- --J F - � h - _J F- }- � (- J F- -� F- - F- --1 F- --1 -
cn W N W cn W �n cn w ~ w cn W cn W cn W cn w cn w ? o
U
STREET PROFILE LINE ''A”
W
Qo
U Z
too, V. c. O Q
(CORR. H-- -0.27) z
852
f
848
1,10• -1.00 °7,
EX I ST I NG GRADE KEW GRADE - - - -- - - - U)
' U! Z
'I 007, —' _ _, _ _� \\ ♦' Q
—, !– Z J
844W W
�_ a �,--D.53r4
> �
%J �" -0.5367. — — — 2 �-
--- ---- LLJ
> W
- W - -
0'1
c0 N a Z
> a `� > °° _ u �] i� 12 "RCP o N H O
- c w cj d w _ INV- 891.11 a' "' °_° °1 c0
�W �W �� "� � �r �j 84 Q oz
> M cJ f�
a� �M W�Q3
a v a v o INV - 8 38.75 - , ov �; `^ �+' OC w Q w
c� iii o�°D �� aoo eco �00 �� a � O wcr _j
n!:i,
MW ' �w Qw ~'> a> a� a� am
cnW yW c�W ci+W cc cm �W N w �►W W �W
SHEET
STREET PROFILE LINE B SCALE.
HORIZ.: 1 "= 40' OS• 6
. VERT.. 1 4 27
BENCH MARK
CUT "❑"
ON CONCRETE BASE OF LIMITED
ACCESS
RIGHT-OF-WAY FENCE CORNER POST
AT SOUTHWEST
CORNER 106TH STREET AND
U. S. 31.
(ELEVATION= 840.88)
CHISELED
"❑" ON TOP OF NORTHEAST
CORNER
OF CONCRETE WALL OF BOX CULVERT
ON 106TH
STREET APPROXIMATELY 1000 FEET
EAST OF
SPRING MILL ROAD.
(ELEVATION= 822.71)
y+w .,19+02.7
� 1
LINE "B"
HOLEY MOLEY SAYS.
" D03'T
t
N
-800-382-5544 0
CALL TOLL FREE
1=800-428-5200
FOR CALLS OUTSIDE OF INDIANA
x
.,
FOR CONTINUATION I oy-
SEE SHEET S-4
U
Z
QQ
� o
0
m
STREET PLAN SCALE: 1 "= 40'
— w
U
t
( CORR. EL = - .2G) j
852
N00
00 w
N p
OJ w
Z � N
O 00
848x
o
Q of ,� °'
-- --- --- - ----- - -- - - - - -- - - - - - -- - --- - --- - -- -- - - - - - - - - - --- - --- - - - - - - - --- O U -)o
f « 1.ID`I• ' 1.007.
EXISTING GRADS NEW GRADE ocN,
cr
>0 r--- 84 4, E
- - ---- - -- - - OG 2_ - ----- - — - - - — — a --- =
o
- w �ZOD 01 af
cm
N
d y M v,
w 0
z" c'wa INV -811.5 z
~J
ucilj
84`
o 0 cn
�; I5" RCP z - v o
O O C.O N O O d' c7' Q N N _ N
a oo Q oo o 4 ao INV -838.380 0o 4 �n -t aD 1 -0„� �;+ c v
¢U d� dw Q dW w aw' Qw au ¢w QW a�
1- --J F - � h - _J F- }- � (- J F- -� F- - F- --1 F- --1 -
cn W N W cn W �n cn w ~ w cn W cn W cn W cn w cn w ? o
U
STREET PROFILE LINE ''A”
W
Qo
U Z
too, V. c. O Q
(CORR. H-- -0.27) z
852
f
848
1,10• -1.00 °7,
EX I ST I NG GRADE KEW GRADE - - - -- - - - U)
' U! Z
'I 007, —' _ _, _ _� \\ ♦' Q
—, !– Z J
844W W
�_ a �,--D.53r4
> �
%J �" -0.5367. — — — 2 �-
--- ---- LLJ
> W
- W - -
0'1
c0 N a Z
> a `� > °° _ u �] i� 12 "RCP o N H O
- c w cj d w _ INV- 891.11 a' "' °_° °1 c0
�W �W �� "� � �r �j 84 Q oz
> M cJ f�
a� �M W�Q3
a v a v o INV - 8 38.75 - , ov �; `^ �+' OC w Q w
c� iii o�°D �� aoo eco �00 �� a � O wcr _j
n!:i,
MW ' �w Qw ~'> a> a� a� am
cnW yW c�W ci+W cc cm �W N w �►W W �W
SHEET
STREET PROFILE LINE B SCALE.
HORIZ.: 1 "= 40' OS• 6
. VERT.. 1 4 27
EXISTING
72" CMP
HOLEY MOLEY SAYS.
'DON' T
BUND'
1-800-382-5544
CALL TOIL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDUNA
3+00 - - 83
,C
+2_34%0 829,75 830.08
--_ 1 13.5_0 -- +2.34%
829,91
STIR. No. 110
(Curb Inlet)
STREET.DETAIL.
SCALE : 1" = 20'
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
BENCH MARK
T.B.M. CUT" ❑ " ON CONCRETE BASE OF LIMITEQ
ACCESS RIGHT—OF—WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND
U.Sa 31.
(ELEVATION = 840.88)
T.B.M. CHISELED " " ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
(ELEVATION = 822.71)
ASSUMED NORTH
STIR. No. 114
(Curb Inlet)
LEGEND
EXISTING PAVEMENT
,, 000.00 NEW PVM'T. ELEVATIONS
STORM SEWER
STIR. No. 113
(Curb Inlet)
0
W_
LL-
f-
W
U
N pp
01)�
N p
Z I N
O m
F-
CID O
< 00 ^ m
O Ln - o
ac1f oLD vw
O QN
U Of N
tD
Z 0O Q
Ca
w �o
LJ
z o' Z
0
Z z v_S
LTJ oN O
oa_
Of Q
LSI Z
Z Z
U a�
V cyl L-
c
Q)
>
.6 O
LLJ
ON
Q
I I
CD
(<
��
oCD
�Q
Z�
M �
3
E—
LLJ
U
z
�Q
W
E—
Z
z
w
wLLJ�—
cn
w
z
��
�z
0
�o
W�
�
w
Qo
ow0-���
Of
cr—M
SHEET
S-7
OF
27
CURVE Cl CURVE C2 CURVE 3 HOLEY MOLEY SAYS,
CURVE DATA CURVE DATA CURVE DATA "DON' T
PI STA=13+ 10.59 PI STA=14+46.82 PI STA=16+00.25
——
R=250.00' R=225.00' R=1200.00' DIG
=71 ' 23' 32" =75' 31' 37" =08' 12' 41 "
O L=311.51' L=296.59' L=171.98' �� 1
CL=291.74' CL=296.59 CL=171.83' 3
/ T=179.62' T=174.30' T= 86.14' BLIND
OCB=N54' 21' 24" E CB=N52' 17' 22" E CB=S18' 37' 54" W
CURVE C4 CURVE C5 CURVE C6 �
CURVE DATA CURVE DATA CURVE DATA 9
PI STA=15+48.06 PI STA=17+73.31 PI STA=19+05.91 s -Z6 cA
R=1200.00' R=650.00' R=700.00'
_=10' 03' 22" _=17' 31' 50" _=22' 04' 07"
L=210.61' L=198.88' L=277.79' V
CL=210.34' CL=198.10' CL=275.97' R 1-800-382-5544 z
T=105.58 T=100.22 T=140.75' 6p, as 9x� CALL TOLL FREE tz
,� S zG \ CB=S23' 41' 19" W CB=N08' 45' 54" E CB=N1 1' 22' 07" E 1-800-428-5200 w J
FOR DETAIL OF ENTRANCE
25' R C % 9l
} 2 FOR CALLS OUTSIDE OF INDIANA �
SEE SHEET S-15 P N
,6 a
ti }53 oe �
1 3 "3
,2 JJ-, ^ Y
/0 LLJ
2� q 0
"All
89, 9
Q / 25'R S6 x �+ \ LINE A _Z G� " �°� R S Z�
�'•� �, (PR❑EILE LINE) � � P� ,,�' Nom" o
►�"� - 9 0
9L S Z Z
\ R O tit
Op U
_
242'R
U
13+00 13.47.96 Z FOR CONTINUATION �
� • ZG Cl 5'R G� e`' Q � q. < N
GENERAL NOTES: ?x� 2s8•R 9- /0 '' ./ / SEE SHEET S-1 I
ALL CUTS ARE TAKEN FROM THE EXISTING GRADE ��'
1. A s / m 3
TO THE NEW GRADE.
2. TEMPORARY TRAFFIC CONTROL DURING BENCH MARK q �
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS. T.B.M. CUT" ❑ ON CONCRETE BASE OF LIMITEQ
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE ACCESS RIGHT-OF-WAY FENCE CORNER POSIT
PERFORMED IN COMPLIANCE WITH APPLICABLE AT SOUTHWEST CORNER 106TH STREET AND LINE "B"?
5
O.S.H.A. STANDARDS FOR WORKER SAFETY. U.St 31.
CPR❑FILE LINE) � Z
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY (ELEVATION = 840,88) �3 c� +oo �4o6�e
./
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE \ \ o R
CONSTRUCTION BEGINS.
TOPOGRAPHY WAS PR❑VIDED BY CLIENT AND NOT PREPARED BY
T.B.M. CHISELED " Cl " ON TOP OF NORTHEAST / SCHNEIDER ENGINEERING CORP. ANY P❑RTI❑N OF THESE PLANS
5. CONTRACTOR SHALL MINIMIZE DAMAGE TO CORNER OF CONCRETE WALL OF BOX CULVERT9 BASED ON INF❑RMATI❑N FROM SAID TOPOGRAPHY IS THEREFORE,
EXISTING TREES. ON 106TH STREET APPROXIMATELY 1000 FEET +o. �'�.�
6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES EAST OF SPRING MILL ROAD. 9 s HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION,
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. (ELEVATION = 822.71) s Z6
STREET PLAN SCALE: 1 " = 40'
r1.3D'l► 834 F
w
5D' VEM. C1 VE 5D' UFRT. f11RVE v
RR El EU= D. \ CDRR E1EU = +D.IZ' )
5D' 11FRT. CllRUE �
--d. 7z ''r
• �� � -- 830
930 --------- - - -
IUEIU GW1DE _ — — — m 00
N
O
_ co �o
_ Z I N
0 0
00O o
0 r
cr
'2DQi`1030 kn_ = c O o N
LID
6 o Li �' Ll U
� LL " 'i `y " 822 O Z
Q //�� — � a Q
UZL V V V w h o
W
o s z of
w o o VT
�o W op
N
U CI `1 N u=J d� M Z
0 Q
;2• CSC w J d LCl Lin M W Z ( 0
�N ti2�cn �a `j c� �M N �w a-, q— co �; mlQ "' +1 Q to p�>
6 �l cam+ N o �fl Ctl rr{{- 00 6 C 7
S� p D O` [— a N ZS a N �' K� F— �' N D M �fl cCl cC� �' cn
a N r(� cQ K + — K [+ cC' [Q !n
CSS cA N r!'i S� r' d] + Q + �- CIO t cs] + -4 .S � �l
cA cS] � cf`I 4. S cA �5 s
71
w ~ w 'r w w cP cf� �� r] W 11J cn ui cf w S '�' Sl w cS u� Ul �, { U D
�� SC LE: 1;;=40' o
STREET PROFILE LINE A VERT.: 1 =4 w
O
Qz
— U
LEI PRDEV)PSR EIEU = - D.IR' -4,7070 (CDR?) E1EU= +D.V _ _ — o o Q
5D IST. CllRUE _ ZN m
ORR UEV 4D.M') _
In
L,J
u
EL1hTWI1 GRADE_ L
wollIllil
Sao
L_ LL
`` LTJ I—
LJ
z W
V
V L.1_ LL D I—
M � LiJ
LL_� 822 = L,J
Y{rL. J Q D W r Q
m d r
�— z J
KI a
a g z�z
Q�-+ W
'x `� � c �. `Q ' G E- F ---i o Z W
2
r rCQ 0
a
o LJ� p �j c� '�' a� .aN az_; �' �, — o N csac� �r a K' + Kl W
a cJ m K' N N cQ
�+ + o c`i 4ZQ4- �4- t' + ' ccs 4 cc + + KI + to C� K' '' d] 07� d] QQ � H
0
W
SHEET
STREET PROFILE LINE "B" SCALE: VERT.: 1" =4'
27
�r
1`
FOR CONTINUATION
SEE SHEET S—
8
'
""`
EURllE C I
WRUE C2
—
,sx w
00 maw..
llURU>; DATA
WRUE DATA
PI 5TR= I5+39.46
Fl STA
w
a= ZbX13' DD..
Az
/6� ` :; .
-.:::
�L= 322.36'
L 2'1'1.?9'
CL Z 15.91'
z
ti iw ">3°9.....
�5%FAn EMU,
T= Il�1�.39'
T 148.'15'
0
z
Z--
C6= m4 11' 3D" E
GB= N II° ZT 01 E
w
*00 "
.
HOLEY
MOLEY SAYS
GENERAL NOTES:
f'
8 .9
oo
.9
A s 26
FOR
SEE
CONTINUATION
SHEET S- IO
DON T
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
"�; s
w
�e+s�°�
LINE
DIG
•w
"
pT
�8+q00 oo
TO THE NEW GRADE.
2. TEMPORARY TRAFFIC CONTROL DURING""
J
ex
' .. s" fie "
°°
BLIND
CONSTRUCTION TO CONFORM TO APPUCABLE
`'�
b�,.
1s+00 L'1
PT
"..,":"............. ""
"""'"'"'"""" "'"' "` '
Pc"
LOCAL AND STATE STANDARDS.
f
uM:""'
19+88.88
20+00
21+00
21+25.08
LiY
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE„'""
s /
5 5E�1R '-
le*CVC..
S°
'9+,
N o0°00'00" E 126.2I'µ
"
O. S.H.A. STANDARDS FOR WORKER SAFETY.
"4, y
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY:
19 25,0
0 +
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
�4,4 t
f
20+0o
m
5. CONTRACTOR SHALL MINIMIZE DAMAGE TO
ING TREES
TREES.;{t
s
8
` .5
e2
20 67.65
21+00
22+00"
22+27,10
"' ""
EXISTING
6. ALL SHOWN WITHIN vER71GAL CURVES
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
w
�
`g f fs r
N OG'00'00" E
39.15'
" w
1— 800— 382— 5544
CALL TOLL FREE
X3
y
1-800-428-5200
g ,v
v
5 Z6
„
LINE B
S Zb
FOR CALLS OUTSIDE OF INDIANA
z
3
10
i �
"�"
,,,,,"","".....,",..".,,,,.,..."".,"..,",:".:..,, ,..",..,.,.".",... ,.,,,",..,,," www, .
Of
gRAIIT�RY SEll1FR
�
5{FLIITAYIY 5Ell1ER
Z
-�
BENCH MARK
"-
T.B.M. CUT" ❑ ON CONCRETE BASE OF LIMITIE
=
ACCESS RIGHT-OF-WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND
U.St 31.
(ELEVATION = 840,88)
T.B.M. CHISELED " ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
TOPOGRAPHY WAS PROVIDED
BY CLIENT AND NOT PREPARED BY
OF THESE PLANS
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
SCHNEIDER ENGINEERING CORP, ANY PORTION
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION•
(ELEVATION = 822.71)
STREET
PLAN
SCALE:
1 =40'
o
uj
I
w
U
N 00
00 fD
N p
00 ca
5D' UR
I. LAVE
o
X
�
S4Z
m
tnpipR aa)- •D.DS')
84Z
p Ln
o o N
� o'
O
,.
5D' HST. MEED
�CDRR ELEU1615)EZ]hT1N�
LINE A
TNL-r GFSADE
"B"
GRAflE
_ — --
LINE
`
�Q
IUEW GP,�1DE
i
\
` `
NSW �P,ADE
/
—
$3S
z
w o
z �z
r0.5D'�
+D.SD to
Z3 Z v
•►1.3D'lo
�
;1.3D°lo
�
w o o_
3�
w oZ
� a
834
-
�—
—
z
U
w0
c a)
(n
(:7) L-
DJU
3 •>
•V c
0
J
Q =
rro
r
N
�;
_
a
`_-'
Q
N
c-i
C4
c-1
cJ
c-+
c-i
�,
a
O CD
Q
L-,
LL.
LL
L--
u..
Ii
v
�,
i,
v •
6.
!i.
�►
,�
C.-
L-L
a
u-
� -
�
z
..
m N
0L
d�
W
~
U
Q
P
Z
CIO
C�
J
I`--z
cm
cam+
�+
�a1 JR
t(-1
i�
9
Z
co
c
WN
a�0
cc
�
z
pz
cQ �
d3
a
D
co
c�
Cn
W
�p
`n
S
S1
.t+
a`LLI
�
C)
a
c
-4
D
+
+ccs
C^
�i
cc)
p
o
Si
(�
cA
ccs
D
,c�
Q
a
C '
K ,
��
O W
d�
w
w
I—
a,
wcp
SF
°�
N
a
a
f
r+
o
SHEET
STREET
PROFILE
,HORIZ.:
SCALE.
1"
"
=40'
'
OS•9
VERT.:
1
_ 4
27
1`
i
BENCH MARK HOLEY MOLEY SAYS
DON'T
T.B.M. CUT "0" ON CONCRETE BASE OF LIMITED \
ACCESS RIGHT—OF—WAY FENCE CORNER POST DIG
AT SOUTHWEST CORNER 106TH STREET AND / "
U.S. 31.
(ELEVATION=840.88)
/
i
-2
T.B.M. CHISELED "0" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT /
ON 106TH STREET APPROXIMATELY 1000 FEET ` 3+00 24+00
EAST OF SPRING MILL ROAD. 2
E� \ \ `" 25+00 \ \ 1-800-882-5544 z
(EL VATION=822.%1) 510w +00 /NF ••q„ \ CALL TOLL FREE 05
ZZ \ 1-800-428-5200 >
\ \ w
STORM SEWER
24+00 226,pp 26+ \ \ FOR CALLS OUTSIDE OF INDIANA �
p \ \
T
PG X15 98 5+Op 2g• 90
/ 21X00 21 3k00 \ \ ' UNE •.e,. \ \ � \
2N I \
-26-"00 l 0 48's >>I; ��p0
o� �. \
Noo'�� 22X18 50 -"6,1" S-2 \ w
FOR CONTINUATIO 2LX°o / / , 9
4 26 U
SEE SHEET S-9 -2 \
2jx Q
Ngo Nos S60 \ \ °�x�` m
GENERAL NOTES: / / / / \ \ X�� z
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE / / / 00
TO THE NEW GRADE. / / i` 3.99 \ \ z U
2. TEMPORARY TRAFFIC CONTROL DURING / y A\ FOR CONTINUATION o
� Of
CONSTRUCTION TO CONFORM TO APPLICABLE ��` �� \ SEE SHEET S-14 0
LOCAL AND STATE STANDARDS.
ACTIVITY ON THIS SITE TO BE VE DA T \ \ m
3. ALL CONSTRUCTIONCUR A CLI RUE DAT�I
PERFORMED IN COMPLIANCE WITH APPLICABLE P-1. STA. 23 + 89.30 "A' p l 5TA . Z4 + 51.30
O.S.H.A. STANDARDS FOR WORKER SAFETY. R= 610.00' R= 500.00' \
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY = 49°56' OZ" \
Q = 48' I6' IT' L = 435 7Co'
+ TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE L = 513.92' o
CONSTRUCTION BEGINS. L. 4 - 3Z' TC '23Z 9Q,
T � 2�3. 32'
5. CONTRACTOR SHALL MINIMIZE DAMAGE TO C.B. = N. Z4' O8' 09" E.
EXISTING TREES.
6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
STREET PLAN SCALE: 1 "= 40'
F-
Cf
w
U
Z4
844
844 -- - - --- - - - --- -- - 844
N 00
108' VERT- CURVE � _ __ NEW GRADE � / l6 °/ /
00o
[CORR. ELEV=40.08') �� �� —�' o co 00 o
i / — Q
840 ---- - - -- - -- - -- _ - - ---- - - -
-- ----- - - - -- -- - -- - -- - - - - -- - - 840 o � o
Ln
— -----6' o o�
o O Q ,
EK I ST I NG GRADE � � � ��(o
CD �—'t
� o m o z
oza
836 - - " - - ' - - '� - -- - - _ 836Lu
-- - ------------ -._ -�. M r - ------ --- ------ - - - - --_-- --- -- — _____-
-- - - -- - -- -- - - - -- - -- - - w
- --- - z cr Z
- W
v Z -i
� � � � w No0
� Qo oCy) O rN
�nN a'V.SZ9.6na�N
C)
+z
u o
" * ccr w13 RCP a
c�-fl N� N N� N� N� N N� N� N N N N C'D
j Q
dLLi� �' Q� }_ J Q� � �� p
t~ii '� jl V7 lJ� u t Ul LSI W Un Cll T W t! to Ul _
U o
STREETPROFILELINE "A"
8 LLJ
..�
J0
+ U Z
O � Q
ulm
0
844
- - -- - 844
NEW G RADE --- - -
100' VERT. CURVE
CO KR. ELEV=+0.69')
FX 15T1 NC, GRADE W
840 - -- --- - - - --- a
a
Ld
Do
0
v IL F- > W
U-,
v V� V � j Q o O
CL a 4 L-
C;
U Q Q C V `D (� Z 0� cit
RA Q �� Q� �� �� QN Q� QQ Quo U� Of
a
ria Lo
g� INV.83a.18 *� +a *v +N U4.`� aQ ori 0 3
w _ Q
+, N� cnca 15" FOP �� ui
N� N� °j� �W ��
N N
� d N S 5 Q> y N N� c- a- to ►_
Q Qw dtJl1 GLI h-W �� Qw Q a 1�
�w Ul vi �w �4J (4w cnw to
SHEET
„ „ HORiZ.: 1 "= 40' OF S-10
STREET PROFILE LINE B SCALE: »_
VERT..: 1 4 27
I :is
10 •
1 832
10 : :
STORM SEWER
BENCH MARK
T.B.M. CUT" ❑ " ON CONCRETE BASE OF LIMITEQ
ACCESS RIGHT-OF-WAY FENCE CORNER POSIT
AT SOUTHWEST CORNER 196TH STREET AND
U.St 31.
(ELEVATION = 840.88)
T.B.M. CHISELED " ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
^� ^"JTINUATION
-.ET S-12
18" RCP
INV. 8'ZB.Zc1
C-XfsTNG
1 D" PVC.
(NV. 827.47
47" fzCP–
I IU 11. 8z3. Ztl
�9
j
....._..
Z
ti
m
co
co
cc o
�
ti
v
47" fzCP–
I IU 11. 8z3. Ztl
STREET PLAN
50" VC
(CORR. ft. ---30
EXISTING GrffAVE NEW G. RA DE
--
–0,70%
4Z" IZCP
N INV. 2ZL.G3
I
�9
j
....._..
Z
ti
m
co
co
cc o
Q
0 o
L6
r m
STREET PLAN
50" VC
(CORR. ft. ---30
EXISTING GrffAVE NEW G. RA DE
--
–0,70%
4Z" IZCP
N INV. 2ZL.G3
I
�9
j
00
Z
ti
m
co
co
cc o
Q
0 o
L6
r m
00
00 N m
m
QO
a- W
�a
Of C�
O Q N
(4)W
U �N
co
w
to
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
50" VC
RR. ECI.I = +. 68
3C." RCP
IIW 8 30.37
t�.ro3oto
in
N
N Op
co W
00
Z
ti
m
O
F-
co
cc o
840
of co
-
r m
o
-
a- W
�a
Of C�
O Q N
U �N
co
w
T
z oQ
836
�
U
Dom-_
0
z71
O
� �
WoW oo
Lu
mn
832
g Q
oqp
W
C
d,
Z Z
Q)0
�J.;I
w
Lu
-,-
cQ)
0) L --
- --
-- -- -
-�
>_c
I
824
z
Q
v
o
v
�'
I-
O
�
�-
z N
to �~
Q
I�
~ +
ti N
r
+
m
m 4-
ch
J
J !�w
tti
IL J �n
W V)
41
50" VC
RR. ECI.I = +. 68
3C." RCP
IIW 8 30.37
t�.ro3oto
in
N
N Op
co W
00
Z
00
O
F-
co
cc o
840
of co
-
r m
o
-
a- W
�a
Of C�
O Q N
U �N
co
z oQ
836
W �¢
U
y
0
z71
WoW oo
Lu
o0-
Of 0Q
Li z
832
g Q
oqp
W
C
cn(n
Z Z
Q)0
�J.;I
w
Lu
-,-
cQ)
0) L --
- --
-- -- -
-�
>_c
I
824
z
Q
o
CD
U
O
�
�-
z N
Q
N
820
m
+
1w—
U
Q
z
Lo
W
C/7
Z
0
C/-)
m
�
z
z
w
—
::�i
w
�—
w
LLJ
O
� �
Lr)
O
�
h
I
oM
ur
2
0-
dao
Q
—
�z
oz
LLJJ
C- 0
w
W
Vi
W kr)
F1
W Vi
I t J V)
� �
�
Vi W
w�
�Cf)
STREET PROFILE
.310•. Rc I'
1W.B30.43
HOLEY MOLEY SAYS,
"DON' T
DIG
BLIND"
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
P.I. Sta. = 17+04.08
.NERAL NOTES:
ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE NEW GRADE.
TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O. S.H.A. STANDARDS FOR WORKER SAFETY.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
5. CONTRACTOR SHALL MINIMIZE DAMAGE 'TO
EXISTING TREES.
6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
(SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
SCALE: 1 " -40'
Z
0
w
fy
N Op
co W
Z
N p
00 W
I N
O
F-
co
cc o
840
of co
-
r m
o
-
a- W
�a
Of C�
O Q N
U �N
co
z oQ
836
W �¢
z �Z
0
z71
WoW oo
o0-
Of 0Q
Li z
832
g Q
C
cn(n
Z Z
Q)0
U
V
cQ)
0) L --
c: :3
�cn
828
-�
>_c
U 0
824
z
Q
o
CD
U
z N
Q
`n
820
m
1w—
U
Q
z
C/7
-
Of
C/-)
w
�
z
z
w
—
::�i
w
�—
w
Q
—
Q
CD
z
o
0-
Q
—
�z
oz
C- 0
w
W
—
U�
3 W
<0
a_C�
W
� �
xm
w�
�Cf)
IZ
a -
i—
SHEET
"
HORIZ.: 1 =40'
OS -1
.
SCALE. "
VERT.: 1 =4'
27
BENCH MARK GENERAL NOTES:
HOLEY MOLEY SAYS, T.B.M. CUT" ❑ " ON CONCRETE BASE OF LIMITEDD1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
f� ACCESS RIGHT-OF-WAY FENCE CORNER POST
DON T UAT S,SOUTHWEST CORNER 106TH STREET AND TO THE NEW GRADE. I I
2. TEMPORARY TRAFFIC CONTROL DURING I I
DIG (ELEVATION = 840.88) CONSTRUCTION TO CONFORM TO APPLICABLE I
FOR CONTINUATION BLIND " � LOCAL AND STATE STANDARDS. I I
T.B.M. CHISELED " ON TOP OF NORTHEAST
SEE SHEET S CORNER OF ONCRETE WALL OF BOX CULVERT 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE I ' BUCKEYE EASEMENT PIPELINE
ON 106TH STREET APPROXIMATELY 1000 FEET PERFORMED IN COMPLIANCE WITH APPLICABLE
EAST OF SPRING MILL ROAD. O. S.H.A. STANDARDS FOR WORKER SAFETY.
� (ELEVATION = 822.71) � I
CURVE DATA 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY I I
�'� P.I. Sta. = 17+04.08 _ TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE � I I
� R - 100.00' —� CONSTRUCTION BEGINS. W I
o - 89°51'25" N
+ L - 156,83' 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO I z
\\ + _ - - -
o -P.C. 16+04.33 — — L,C, 141.24' 1— 800— 382— 5544 _
EXISTING TREES. � I I
Fj0 I C,B, 99.75'
N45°04'18" E CALL TOLL FREE I \\,o r I >
\6x �6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES I I w
1-800-428-5200 q l CURVE DATA (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. ``� I �
FOR CALLS OUTSIDE OF INDIANA P.I. Sta, = 22+09.56 P.I. Sta, = 20+32,81 I R - 830.00'
S =1 12°08'19" I 1 / \
y `�a N L- 175.84' I I / 6"00
3 / "3. L.C. - 175.51' I 2 I I
S _Z6 ` _� 1 T - 88.25' o
��► \\ + S - _ — - C.B. - N 03934'22" E
26 STORM
Ax SE W E R _ �_i TI _ - �— ----- II -2 — ° -- w
_ —_ _ .
I 18+00� 19+00 + \ f
; �.... 25`00 I I o
20+00
rn ! 21
838 _ --_�_ - �•- • ; - --- - -
�� _ _ � °OS 35" E �� � � ++()op
N 00
_ 24+00
22+023+00
- m
\
— 23+0 I
--------- - - -- • I Z
W
P.I. Sta. - 17+04.08 9 `�� N - " —
II I
5-Z 6 (D _w
CURVE DATA STORM CURVE DATA I I 0 o
\ D �•
ISEWER
I P,I, Sta, = 20+32.81 P.I. Sta, = 25+99,06 �
� m
R - 230.00' I m
WA
82- R - 1070.00' o - 16°53'12"
"N NING1 0 - 09°29'57" P.I. Sta, = 22+09.56 L - 67.79' 1
L - 177.39' ,
L.C. - 67,54'
L.C, - 177.19'
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE T - 88.90' SANITARY SEWER ------,,,,,94- T - 34.14'
C,B, - S 05°56'49" W I
C.B. - S 04°53'33" W
ANY CONSTRUCTION ACTIVITIES OCCUR INSIDE THE
PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE
I �
EXTREME CAUTION WHEN WORKING AROUND 00 �� QMARRIOTT
PIPELINES.
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE PLANS
STREET PLAN HASED EREBYOEXPRESSSLYTION EXXCLUDED FROM THEM SAID OGPHY IS WITHIN CERTIFICATION. SCALE: " —40' 0
IT
w
U
I
,SO, JG •
848 848
N pp
m
N p
00 tD
Z I N
EXi S -Ai /VG Ge -4,o e O
DD
t Z . 08 Z � ago O
844
_ 844 acc m
Ne -w Gegac to. Go/ / o v a
Q04
z oa
�- / a/ 840 w a_Q
840 —Ljj
Z oZ
10% z zv
.63 _i
w o0
o
3
wZ
836 836 o
--
U - CD o
c:�
cn
a�En
En
832
832
IS"RLP
3G" RCP
3�" RCP )IUV. 831.06
36"RCP Z
J o
1vV.B30.3S --- -- - - - 828 CD
828
o O 0�
cn
cn
d ON Q
QD z
in
824 W 824
W v
o , UCD
• v Q Z
°0' N 820 r"?,cn
820 � `� - --- - - � � LLJ z
N 00 to Nm 00 O N z_ L1J
�Q7 W Q Q ON �N � v
�9 N (U � � N k/)
IR Z O p 0 j U }Q W U �; W I (V Q+ N = �
W J Lid U v Un W u cn 4J vLi_J
CD
Q
S, Isj z pz
1 ~ c�5LLJ
Q 0� O� p o � N' Q cQ O Ni "� p I� b F–� �� W
0�9 p, Q Cf) 0�, oN Qoo ao� p°' O� � N� a� +.IV. a+ OM N M w� QO tz
M + d �p L> J
�m W �M o m a p oMp -,I NOp m m� � 60 Q) +" 7) O_ w�
h Eb \ a0 � � o. N 1 N N oo N % v� 0 � w� CD C/)
N N N
J 41 I �s Q
�4 �� �� ti� �� �� Qw Q� wham,
V) Lo V) ll1 V) U) W N W cf) W cl w SHEET
STREET PROFILE SCALE: VERT.: " _ '
1 4 27
14
m
CURVE "A- CURVE "D" CURVE "G"
BENCH MARK P.I. Sta. = 12+70.67 P.I, Sta. = 11+87.90 P.I. Sta, = 19+27.10
R - 293.00' R - 365.00' R - 2028,00' GENERAL NOTES:
A. - 42022'55" A - 54928'40" A - 05°05'58"
T.B.M. CUT" ❑ " ON CONCRETE BASE OF LIMITED L - 216.73' L - 347.05' L - 180.50'
ACCESS RIGHT-OF-WAY FENCE CORNER POSIT L.C. - 211.83' L.C. - 334.12' L.C. - 180.44' 1. ALL CUTS ARE `OAKEN FROM THE EXISTING GRADE
AT SOUTHWEST CORNER 106TH STREET AND T - 113.59' T - 187.90' T - 90.31' TO THE PIPE ':INVERT.
U.S, 31. C.B. - S 69055'08" E C.B. - S 77°09'05"W C.B. - S 88°33'36" E
(ELEVATION = 840.88) CURVE "B•• CURVE "E,. �,� 2. ALL STATIONING IS TAKEN FROM THE NEAREST
E
P.I. StaVE 15+99.80 CU StaVE = 14+80.20 DOWNSTREAMSTRUCTURE.
[] " ON TOP OF NORTHEAST R - 2011.00' R - 332,00' 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
T.B.M. CHISELED "
CORNER OF CONCRETE WALL OF BOX CULVERT A - 05°05'58" A - 15 30'00" TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
ON 106TH STREET APPROXIMATELY 1000 FEET L - 178.. L - 89.893' L.C. - 89 ,.
54'
EAST OF SPRING MILL ROAD. T - - 1788.
T 89.55' T - 45.18' � 4. TEMPORARY TRAFFIC CONTROL DURING
1
(ELEVATION = 822.71) C.B. - N 88°33'36" W C.B. - S 83°21'35" E W CONSTRUCTION TO CONFORM TO APPLICABLE
CURVE "C'• CURVE "F" � LOCAL AND STATE STANDARDS.
P.I. Sta. = 17+77.81 I, -Sta.- 17+49.09
R - 1989.00' R - 1972.00' 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO , BE z
\ \ A - 05°05'58" A - 05.05'58"O
-- \ L - 177.03' L - 175.52' r PERFORMED IN COMPLIANCE WITH APPLICABLE V) r
L.C. $85787' TC, 8755246' O. S.H.A. STANDARDS FOR WORKER SAFETY. w
\F C.B. - S 88° 33'36" E C.B. - N 88°33'36" W I 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO a
EXISTING TREES.
HOLEY MOLEY SAYS, t
�,�� "DON'T e
143rd STREET
DIG
LLJ
�, _- _ _ ',a) BLIND
+ �n , w
\ - p
STORM LINE � V� ? ~ n
SEWER 8 (PROFILE LINE) , II s W �� ' Q N
o
o
�j
/o1'� - .-z--- -- --- -_ c1' rn m a
I
1
PVI 15+00 842.31 16+00 m I o - N
0 11 +73.3 1+0 f 13+C)f3_ ...,.. 13+73.82 I 14+00 N 88°53'25" E 14+821-800-382-5544
_..._+ +I 31% 117+00
18+0o I 84627
I` "' 841.76 +1.31% CURVE "B"
\ CURVE C•• CALL TOLL FREE Y
/ �, , . 7 'TAPE 2 846.54 w
I _ (. , COR I 4 1-800-4.28-82 z
+ I 846.77 FOR CALLS OUTSIDE OF INDIANA U
842.02
I 842.44 �
84421 .. . - •. • .. - - � � m
p - 846.77 Q N
1
.01 16+00 PVI +1.60% 17+00 +1.60 0 N PVI 18+00 /oO Ti9PE2 845.57 - - - - - - - - --- - Of
-
I 15+00 - - - - - - - - - o
13+2 .1'15 N 88°5��•25" E 16+38.50 17+65 - - - - - - -- - -
14 I i -
+I,II% 19+00 20+00
-0.65% 841.71 1 CURVE "F" N 843.43 CURVE "G" 84627 8' PIPELINE } m
C R CORR.)
846.02 B¢�i
INE o
9 8" PIPELINE -
9
---- -- - -- n ---
- - - - - -- - - - - - - SAN17ARi't~-S`CWEr- - `
-_ -- - - - _ o - .INE ¢Z A�
O) N p� {
%
e�y
fli
J
c�
aCD
4�
( PROFILE LINE) a '
33' BUCKEYWPLINE o WJ/ - EASEQ °lc� �/MARRIOT�
BUCKEYE PIPELINE
I EASEMENT 3 roc
M lox 4�
( UNDER CONSTRUCTICIN )
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARnD BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF T�IIESE PLANS SCALE: 1 " - 40' �_
STREET PLAN BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,W
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION. E
F -
Of
w
U
V. G
O.2
/VEw G,eAOE /. 3/
-1,38��
844 - 844-- - - - -- - - --
-- - --- - - - - - - - # 3 - --- -- - -
00 W
WARNING co W
��.3/�o O
cO S� 1 N
Z cc
I N
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE O
� � o
8`01'0 ANY CONSTRUCTION ACTIVITIES OCCUR INSIDE THE � 0D m
840 _ _ - -- - - -- - - - - - --- - - - - - - - -- - o Ln o
- -
- i2"2 c,� PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE o
837 2g N
a
EXTREME CAUTION WHEN WORKING AROUND �
4 °p PIPELINES. z o<
Z
v 836 Lu
Q
836 _ ---- - ----- --
Q V --- - - -- - - - - -- - - w
M�a ."I I cr
w z
0
vpft) (� z vi
m� I 0 1 �yfl1 ' N 00
I N h J h� ��� NN �9 N, � z
OD �Q1� Il�v 0 �� Ih Nle Q a
N w z � cin
m' N N Ul V N)U N \ d r} lA tll m ` W a _ - -- ----
N m l ---- -- -- --- -- -- - --
0� \tri. Orn 0 �� S ° ; U c Q)
vg
I\�U\�U-0� ���j�'v v �Q��W V'
UIQ u,W �W 4� W �� _ n
12+v0 13+00
! 4+00 15700 16+00 17+00 18+00
> c
'�J O
PROFILE ST REET LINE A
C
Z
w�
/00' V. G. D U.C. 1�� w GeApc Q O
-z a') -0. 03 �XiSf%NG Ge.90E ' e U V)
/, //
844
CD cn
844 - -- -- - - - - - - -- - - - - - -- - - -
- - - 6 -- MN-
-0. N
00 In
-o• 6s•
840
840 - --- - - -- - - - - _ - -- - - -- - - - ------ ------ -- - Q _
- -- - --- 12 "2, �.P.
INV, 337.53 Cn
� C�
I-
� 836 z Lz
836 - - -- - - - - - -- --= -- --- -- -- - - +� - - -
c�
0
0 ��^' N = w
a a F-
� I �, 1�� 4
t U�� ��u UQv
1 v Q w - I-
O. �N M �i 0 ern �� n� N� � 6 �J ^ N h a N NN N U� � O w
@i (\ M a N l C% `y r\ W Q
0' p m ti �\4
�b. a p• oma. �ro� � � bn; m �• � � �w arz w�--
ioo I I �@} I 1 I� I I I I I* O W J
�M�UMc� I oo ao
+ y Q� 00� �� x Of
UQj !J`�°q1 lJ.o, Vi, �\ap �� ��, , N's m F=
)41
V) W !11 W � }L ty > u iU
SHEET
14+00 15+00 16+00 17+00 18+00 19+00 20+00
H 0 R I Z .: 1 " =40 ' .
-7
S13
/01
STREET PROFILE ( LINE "B" SCALE. VERT.: 1 " =4' °F
27
3
�3
GENERAL DOTES:
1. A -L CUTS ARE TAKEN FROM THE EXISTING GRADE.
TO THE PIPE INVERT.
2. A_L STA710N1NG IS TAKEN FROM THE NEAREST -
DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBiLiTY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
4. TEMPORARY TRAFFIC CONTROL DUR,NG
CONSTRUCT,ON TO CONFORM TO APP-ICAB-t
LOCA- AND STATE STANDARDS.
5. A-- CONSTRUCTi-N ACTIVITY ON THIS SITE 10 BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CON-RAOTO SHA: � M.N M ZE DAMAGE 7G
EXiST!NG TREES.
1110
i
I
1
1; ,
GRAMAAR BkCY, ILL
TC-834�.D1 � I
KISTING GRADE
STR No 304
TR No 305
BEEHIVE INLET zs . �-,?sEEHIVE INLET
STA=6+66.58 A
40.00' LT
1 STR No 308
s STR No 303STR No 306 s -2s BEEHIVE INLET
:
5 -Zs CURB INLET~ ` BASE LINE A CURB `INLET -zs STA=9+46.58 A
STA=4+00.00 A; r STA -6+66.58 A 40.00' LT
y -!
's
15.00' LT s ` 15.00' LT 3
_ STR No 309 S
io' _ 1 CURB INLET s -2s
- - - WA EASEME-� - �_ /STA=9+46.58 A
PT
101TELEPHONE EASEMENT 15.00 LT
3 _,57,54 4100 - -- -- - _ - -
_ I 5+�00 - -- 6+0o -- - --
�. 7+00
- I 8-00
9+00
-- - S 23'00'05" W:;--- --
J 0+00 PC
--_
--- 10+06.52
3+00 3+11.33
4+00
5+00
7+00
- 8+00
S 23'00'05" W
900
1O' ELECTRIC EASEMENT -f- - _ +8s.s4:; 10 0
-
f;bD-
BASE LINE B
/
r's STR No 302, \ STR No 307: K7N�Ss-
TR No 310
s-zs CURB INLET CURB INLET �zS CURB INLETppill
000000 STA=6+.5G.,-00:.B �3
...........
15.00 RT STA -9+30.00 B
15.00' RT
STR No 301 7
END SECTION $-ZS BENCH MARK
T.B.M. CUT "0" ON CONCRETE BASE OF LIMITED
ACCESS RIGHT-OF-WAY FENCE CORNER POST
AT SOUTHWEST CORNER 106TH STREET AND
U.S. 31.
(ELEVATION= 840.88)
T.B.M. CHISELED "0" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
(ELEVATION=822.71)
STORM SEWER PLAN
TC- &44.1D I
EI1511NG GRADE-,,, _ _ - - - - - - _ _ _llSTUd� GRACE TE- 644.5D
`C 841.50
i
NEW GRADE
---- _---- IUU- MI.D6 E EW)
TC-4�34�.109 TC-�'1�.5D � ------ -----
bID
i� IUUU 546.96 Clk)
IllU B3� 9D LS)
1�7
i
1NV- 834.80(W) INV - 835.35 CS)
INV -834,26 W J�V-835.OSCE) INV'835.15 (IN)
IHV -839.96 (E)
25'04 IS" RCPQ D.4D7. 16-1' of 15" RCP 0 0.80'7
TG' of 18" RCP@ D.46 % I
INU- 63'1.14 U)
Ilk- 631.49 (N)
Z5 01 IZ- 1L' 04' IZ" RCP@ 0.3D°lo
Z5D' J IZ" RCP � D.115% RCP@D.4
N
V
STORM
D
0
N
SEWER PROFILE
N
V
SCALE: V-40'
1-800-3812-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
3AI!LFILL E�1511t11G GRADE
-" - a 1uULAR g U,L
TG i?�41.1°Z NEVJ GR E
7-641.5D TG-B41.D1
IUU 841. Z9 (-E
111- �3b.9D (5)
L LIUU- 838.D7(E)
NU- 631.49(N) IUU- �31.R4�EEW)
25,J1z" 1L' o� IZ" RCN gb 8.3D.]
RCF @ 6.4D1
� a _
-S n
V V V
s .1%
l +
� p
Ij
v
? r F--
cc
cc
q j V � p
SCALE. HORIZ.: 1 40'
VERT.: I"=4'
z
O
LJ
I0
w
Li
U
N co
OJ co
N O
00 (D
Z I N
_O 00 x
F- � O
85Z-< m
O
m c,, - a:
o'0 1
O oN
U � N
cD
O � d -
Z 0
CL Q
w
z_ �Z
0
O zC/�
Z �
W oN O
CL
o<
0 �
w z_
o
o
w z
z - a) o
= v a
v� a�
V) 0 i
C
a)
DYU _
U �
0
83vw
� J O
0 �z
0 V)
o -
z N -
mLr)832 o W
f- U
Q z_
rill
F- z z
z W Q
:i a -
W I--
V) Of
W W
Q �
z oz
LLJ
Q-0 w�
W LLJ
w L [Lm F -
SHEET
S-16
OF
27
r
I
20' of IS" RCP® 2.33'70
t�
r
S
ago
N o
N
Q {
o
^
-a
a
ca
N
p
4
Q
V
J
Q
� �to
(A
ui r
1 n
INU- 63'1.14 U)
Ilk- 631.49 (N)
Z5 01 IZ- 1L' 04' IZ" RCP@ 0.3D°lo
Z5D' J IZ" RCP � D.115% RCP@D.4
N
V
STORM
D
0
N
SEWER PROFILE
N
V
SCALE: V-40'
1-800-3812-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
3AI!LFILL E�1511t11G GRADE
-" - a 1uULAR g U,L
TG i?�41.1°Z NEVJ GR E
7-641.5D TG-B41.D1
IUU 841. Z9 (-E
111- �3b.9D (5)
L LIUU- 838.D7(E)
NU- 631.49(N) IUU- �31.R4�EEW)
25,J1z" 1L' o� IZ" RCN gb 8.3D.]
RCF @ 6.4D1
� a _
-S n
V V V
s .1%
l +
� p
Ij
v
? r F--
cc
cc
q j V � p
SCALE. HORIZ.: 1 40'
VERT.: I"=4'
z
O
LJ
I0
w
Li
U
N co
OJ co
N O
00 (D
Z I N
_O 00 x
F- � O
85Z-< m
O
m c,, - a:
o'0 1
O oN
U � N
cD
O � d -
Z 0
CL Q
w
z_ �Z
0
O zC/�
Z �
W oN O
CL
o<
0 �
w z_
o
o
w z
z - a) o
= v a
v� a�
V) 0 i
C
a)
DYU _
U �
0
83vw
� J O
0 �z
0 V)
o -
z N -
mLr)832 o W
f- U
Q z_
rill
F- z z
z W Q
:i a -
W I--
V) Of
W W
Q �
z oz
LLJ
Q-0 w�
W LLJ
w L [Lm F -
SHEET
S-16
OF
27
r
I
HOLEY MOLEY SAYS,
BENCH MARK
` DON'T
T.B.M.
CUT "❑" ON CONCRETE BASE OF LIMITED
{I
DIG
ACCESS RIGHT-OF-WAY FENCE CORNER POST
CORNER 106TH STREET AND
\ \
P f
(sr�e N° 208) a '-
I
STR No 311 6
BLIND"
AT SOUTHWEST
\
\
STR No 316 S
STORM MH S-zs
U.S. 31.
,SX AT \
\
EXIST CURB INLET
�
-
(ELEVATION =840.88)
��
28
\ \ CURB INLET s-zS
\ \
5� i'
REPLACE W/PAVED
STA=25+56.11 D
36.01 RT
\
\ STA=16+00.00 A
AREA INLET CASTING -
,
T.B.M.
�� ��
CHISELED ❑ ON TOP OF NORTHEAST
\
\ 15.00' LT
\
CORNER OF CONCRETE WALL OF BOX CULVERT
APPROXIMATELY 1000 FEET
,6 \ \ \
/ ,
ON 106TH STREET
EAST OF SPRING MILL ROAD.1+24.
+
/ o
8s.�8
(ELEVATION=822.71)
\ \
_- __-+_____
/
I
\ /
1-800-382-5544
CALL TOLL FREE
a
�
K,5'STR No 313 '' I
'oXAcQ�
; 6�
1-800-428-5200
w
/ / o
CURB INLET / ��xOx /
°oTro \ \
/
FOR CALLS OUTSIDE OF INDIANA
\
° \ \ \
° \
STA=19+26.69 A / / /
41.50' LT
'90 \ \
x
/ 3
\ \
S
STR No 315
v ��
,, \
3
s -Zs
CURB INLET
TA=15+75.99 B
\ \ ��
�,
�11c,
',88?8
sex
-- - -� /
STR No 312 SLi
15.0 0' R T
Xo
\ \ �� �x 0° '' _ .- o
f
CURB INLET S -Zs
\
I I
STA=18+48.11 C
Q
3
\
19+00 19+52.53
- - ------it
20.00 RT
m
GENERAL NOTES:
,)
--
\
o
Z
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
\ \
�8'`0o
i ----_
w
TO THE PIPE INVERT.
\
2.
ALL STATIONING IS TAKEN FROM THE NEAREST
\
f_- 1s+o0 19+54.41
Z
DOWNSTREAM STRUCTURE.
\
9+ 2.73
3.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
-� ` O
m
CONSTRUCTION BEGINS.
-'' - - -_�
4.
TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
00
LOCAL AND STATE STANDARDS.
5.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
S
STR NO 314
PERFORMED IN COMPLIANCE WITH APPLICABLES-2.�
CURB INLET
O.S.H.A. STANDARDS FOR WORKER SAFETY.
STA -19+24.57 B
6.
CONTRACTOR SHALL MINIMIZE DAMAGE TO
41.50' RT
EXISTING TREES.
STORM SEWER PLAN
SCALE:
"= 40'
W
U
N 00
cD
N O
Z1
07 cD
N
852
852
O
c
c" x
o
0
�co
a-
W
<Uo
pa
O
U
N
O N
o'
8 4 8N
GRANLLLAR BACKFILL
84
C7
�Q
--
wZ
0
-
GRANLLLAR BACKFILL
GRAf1LLLAR BF�CKFILL
�Z
_
\ EXISTING GRADE
NFYV GRADE
w
o0
844
TC - 894.9 3
TC 844.55
- __
-
- - - -
TG-8�12.53
TC -842.12 _ -
NEW TG -893.54
TC -893.18
TC -843.00
± CMATCN EXISTItyG) 844
N
o Q
o
-_
- - _
__ _
--
W
Z
Z
-
L i
N 0
-
I
Lo
>
Q) i
C
I
840
- - - - - - -
- -
-
0
INV -891•
U
7INV-891.07 CSW)
INV
-890.05(w)
I NV 891 .271 CS E)
I
INV - 840.35
1 NV -833.14 (NE)
o
0
J o
836
�
INV - 838.89 (E)
INV
IN -831.98 CNE)
I
I EXIST ZI" RCP (NE)
EXIST 24" RCP CN(S) 8'36
7G' of 12"CCLASS3)
Q Z
RCP (S) 0.30°10
351` of 12" CCLASS3) RCPT 0.55%
(��
5 it
EXIST 24" RCP CS)
N
O
�Q
83' of 15"CCLASS3)
_�INV-834.29 {
98' of 12"CCLASS3)
z
RCP @ 0.8001°
RCP � 0.3077.
832
203 of 18' (CLASS 3) RCP 0.55%
832
0
z
d
J
OL
Z
�
Q
W
-
W
�
c,
v
o
w
Z
cv
Z
W0
1-0 �
W
ca Ci
Kl O
M
C)
of
c3+-
--
d
ao
_
LL
co
-
pp��
u j
t
d
1
D
Q
o0 ZZ
J
2 y
Z
Lf (D
(�
m
w
cZ
W
t0
h-
MJ
L~iJ
Q
►rJJ
r roF-
MJ
O��
QJW
Mw
-
�Q
W0
(�
QZ
2
W
M�
oz
�-
a�
t� Q
per_
o�
Z
r
z'1-�
O
�Z
m
��
oc
��
a-
O
�M
I-
t -
off
°o
ppCC
F
cn
ac Q
+
`-' M
N
+
��-�
clef
��
cfl
�
+
v
c/1
-
�=
W V
L1C
F--�
oC
c]
OC
I-F-
cn
O
cn
cn
v
�,
SHEET
-17
STORM SEWER PROFILE
HORIZ.:
SCALE.
1"=40'
"=
OS
VERT.:
1 4'
27
f �t
s STR W! 103 CONTINUATION
OR CO � � ' ►' �� "
S -7S (C�JP,g INLET)
SEE SHEET S -9'3.93'.,I, 1 1 `
s T.P ,�/ 105 5 f V,
�5 re. A/-2 /6)/ r7
<�No-S�C7/'onV) S -ZS �G��B I.vcE S -Zs TQ5 5 M_ o
3
f.
,`i 109 to k
U 102 l':= Z o
1 51 .08' �IJ � O
\ Q w �
0 2
00
40.91' ,J .J JJ ✓ 1 10 t\ �" Jll
J
,03
LAKE !PLOPLO
,
J"�J
CD
Pilo
—----------- ------ --
� LIC) LAJ
cD O U
IO' DRAINAGE EASEMENT
o
� w
D •� N N N
s -ST9 a /Oz GENERAL NOTES: 8.40'
j7--5
(CURE INLF-T)
m a U
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 104 Z - N " `�
TO THE PIPE INVERT. 4.2 w
HOLEY MOLEY SAYS, 2. ALL STATIONING IS TAKEN FROM THE NEAREST
DOWNSTREAM STRUCTURE. nn
DONT <
DIG 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE DETAIL
BLIND CONSTRUCTION BEGINS. m
4. TEMPORARY TRAFFIC CONTROL DURING
r CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
NOTE
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
1-800-382-5544 PERFORMED IN COMPLIANCE WITH APPLICABLE IT SHALL BE THE RESPONSIBILITY OF EACH
CALL TOLL FREE O.S.H.A. STANDARDS FOR WORKER SAFETY. SUBCONTRACTOR TO VERIFY LOCATION AND
ELEVATIONS OF ALL EXISTING STORM SEWERS. TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
1-800-428-5200 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
FOR CALLS OUTSIDE OF INDIANA SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE LA
EXISTING TREES. OASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFOR96
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATILO
SCALE: � "=40'
STORM SEWER PLAN Lj
w
BENCH MARK
T.B.M. CUT " ❑ ON CONCRETE BASE OF LIMITEQ
ACCESS RIGHT-OF-WAY FENCE CORNER POSTWARNING
AT SOUTHWEST CORNER 106TH STREET AND 844
344 U.Si 31.
(ELEVATION = 840.88)to
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE
N Op
IN N 0
co co
" ON TOP OF NORTHEAST ANY CONSTRUCTION ACTIVITIES OCCUR INSIDE THE ZO ao N
T.B.M. CHISELED (�
CORNER OF CONCRETE WALL OF BOX CULVERT
T AP ROXIMATELY 1000 FEET PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE 84.0 F:: co 0
ON 106TH STREE P
4 0 EAST OF SPRING MILL ROAD. 0 Ln r
EXTREME CAUTION WHEN WORKING AROUND O "' o
� M
(ELEVATION = 822.71)
cr of
PIPELINES. 0 toN
C
N
,� :' h y� kms. 836 E Z
w Q
w 0
36 Z ofz
z0
ZV
G RAN UL AIZ
w o0
EXISTING GRADE BACKFILL
0 oz
832
32 — z z
TC-BZS.72 IaRAot _ E
NEWT
TC -89.58 1"C-BZ9.58 U c �
cn v,
��
(D
28z 122 LLL V 828
TTTN
• t
O
l /vlr.-8 24.75 (E)
2 4 /N[!-825 f(,IS )J
lNJ/.-SZ�;-Z3(-5 AAAI LG. 55lN) 824 0 wO
lNt/-$2500 /NV-825.39(AlGd) lNl/- S ZS (N� w
Q �
tV. N
/Nv- SZS. 23(SE � NES
O�
Z
820
20
s o4- to ",e, c. P `.
O'dFl RCP 404 01= 18 RCP 75 OF /6„Fr'C /,')s',4- z
clov~ V
CL. ly a 10. F 6 % CL . ZT cl. 2s % CL .III 90-45 '/ C L 177- @ 0. 3 Q % Q
�-
81Ld 6 816 & I--
Z
z
Ld
CL
Ld
V v
Z Ltd
Q Lr1
o z
o W 01_ 00
a 1- ow aw O� �? �WofM d
Z Z oI? �I � �� w�
ZCD z�
w
Ll oC p[ oc
Qn ,
SHEET
S-18
SCALE: HORI Z.:1 =40' OF
STORM SEWER PROFILE VERT.:1 =4
27
GENERAL NOTES:
HOLEY HOLEY SAYS,
THE EXISTING GRADE
tt
IJONT
1.
ALL CUTS ARE TAKEN r^ROM
LAKE
TO THE PIPE INVERT.
2.
ALL STATIONING IS TAKEN FROM THE NEAREST
D I ce
DOWNSTREAM STRUCTURE.
to
BLINilio
3.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY
7 STD No
401
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
i
CONSTRUCTION BEGINS.
S -ZS
4.
TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE—
PERFORMED IN COMPL ANCE WITH APPLICABLE
3
STIR No 403 2-$��-���-�
O.S.H.A. STANDARDS FOR WORKER SAFETY.
S-�S
CURB INLET S -ZS
CALL TOLL FREE
6.
CONTRACTOR SHALL .MINIMIZE DAMAGE TO
1-800-428-5200
EXISTING TREES.
FOR CALLS OUTSIDE OF INDIANA
rl-"'�STR
No 402
g
P
S -ZS
BEEHIVE INLET
___--- 19+00
'�►...
-----------
__
f -
--+10+00
19+98.?1+15.98
PC
21+00
22+00
I
_
23"00 STR No 406 /
PT
20+87.9521 +00
22+00 22+18.50
I --
–} — -- –..i 23+00'
24'00
�_,_,,\,
BENCH MARK
------------------------------
— —
— — — — — — — — — — — —
.B.M.
CUT "El" ON CONCRETE BASE OF LIMITED
ACCESS RIGHT—OF—WAY FENCE CORNER
POST
AT SOUTHWEST CORNER 106TH STREET AND
rl-��STR
No 405
STIR No 404 S
U.S. 31.
BEEHIVE INLET
�zs
S -V
(ELEVATION=840.88)
.3.M.
CHISELED "13" ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
ON 106TH STREET APPROXIMATELY 1000
FEET
EAST OF SPRING MILL ROAD.
(ELEVATION=822.71)
STORM SEWER
PLAN
SCALE: 1"=40'
840
EXIST GRADE
NF -\N GRADE TC -838.71
TC -838135 TC -838.7(
TCS -939.0
8/� 0
`t
^
TC -838,5 t
G KAN I I L.AR BACKF ILL-
— — — — —
_
—
— —
/,
— — — — — — -- —
— —
836
TG -835.0 � �
i
�
836
i
832
832
rlI
INV -830.53 INV -8Z9.49 (E)
828
INV 8Z8.99 CS)
828
NV - 830.35 CEi\)
INV -829.91
INV-8Z9.74CN1'
INV-Ml9 (N)
LAKE
INV -SZ8.99(5)
824
�10RMALPOOL-SZS.OD�
INV -.49(E
8Z9 )
8249
IMV - 825.9CN)
_
I NV - 8Z5. Z9 (W)
25` of 18"CCLASS3� IZCP W 0.13°70
50' of 15"(CLASS3) RCP( 0.34°1.
INV-SZ5.00
75'J 18" CCLASS3) RCP @ 1,1507.
3G5' of
29"CCLASS Z) RCF(i 0.99%
30' of 29" C CLASS
Z1 RCP ®
D.9 G `lo
rMn
�n
Q
M
_
C
-
V
v7
U
V
CO
+
4-
ra
a
as
�a
a
Ld
w
w
Q
w
w
°
w
w
�
c~if
ro
—N
N
M
Q/31
1-3
tnU
cn
Cfl
STORM SEWER
PROFILE
SCALE: HORIZ.:
1 "= 40'
'�_ '
VERT..
1 4
cn
z
0
w
of
Y
U
w
U
W
H
Q
m
0
z
Y
U
L0
U
Z
Q Q
�o
0
m
0
w
w
U
N 00
� O
a0 c0
Z � N
0 0o x
CO 0
Q m
T
0
PO a
� o�
0 N
U �04
co
z
�z
w
W �Z
z �z
0
Z z J
w 00
o<
w Z
o Q
w z W
z — w 0
Q
v � >
V) o,
— -o
>�
U �
O
W 0
0 J +-
Q O
N 0z
N
0 Q
Z:
m
0
D
Q..
W
H �
rw
W_W W
Z
W W
> �.
0
ZL0'-
Z
Q c)
Q'-
Lj
a- Q w
0 W LLJ
a -
`d F
SHEET
S•19
OF
27 a:
4a�.
2 -5-ne. lV= 2 03
S -ZS) ( CVR6 INL97D
848 1
844 -- --- -t--
S7;'. /y° ZOZ I`-
Ccve& /NLEr)S--3
ST,e.N°ZlZ FJ
(CVR3 /1VL57-) 5.2S
# a
d
s-zs
ry
A vO
` �.
•� co
N
Q (V
00 3 -
s
SANI7%eY SE6[/4e!-=,e
ST,e. A/Q //9 5
�CV,ee INLET) S -ZS
840
13+00
FOR CONTINUATION
SEE SHEET S-21
STR. N' 2/5
S -+ZS CTE/y1P. ,C3EEH/!/�)
5 S7 -R, A/b Z/If
_mac (CU,eB /NCET
14+00
15+00
' - I
r�
0 00
+ x
t0 /�
16+00 !j l
_ I s7,e /V ° z/�
S -ZS (C3EEH/VE INLET)
PLANOFSTORM SEWER
EXISTING
824 CRAVLe IINV 8Z7.5D
I NU. B 21.43•
INV. 821.806E)
820 I NV. 97). 7.0 ( M --WI
--- -- --- I V.1-32 S5 C NU)) 1 NV. SZISZ (SE)
Q =
52)"DF 4Z" RCP (CL.:E@1.53°/,
u u 44' Or 4Z" RC P (CL.II) @O. ZD%
Bq' 199'DF-4Z"RCP(CL.I )I202D'
N. NI W
MW
NW N? N�
ks
V)
.Ii
3,
s-25
sT,e. N° 20¢
2-
(641,e,6
(CU,e8 INLET)
GENERAL NOTES:
I I
I
848
EXIST. C-iRRtJE
�- TC - B 36.58
o
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE "DONT
7C - 834.33
TO THE PIPE INVERT. DIG
W
LL
2. ALL STATIONING IS TAKENFROM THE NEAREST BLIND"
/ NE U) GRADE -- ---
DOWNSTREAM STRUCTURE.
TC- 834.89
- -
836
----
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
W
(W
U
z N
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
fV co
LOCAL AND STATE STANDARDS.
1-800-382-5544
GRRAJULRR
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE CALL TOLL FREE
BACK FILL
832
rn
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO BENCH MARK
Q co 0
EXISTING TREES.
/INU.
V. 831.77
I N9�
840
M o
CL m
V
z
I B" RCPCNI
828
GRRNULRf?
BAC KFILL
/ INU BZ9. l9
-
AT SOUTHWEST CORNER 106T41 STREET AND
--
---__---
-�- -- - --- - JAW SZq.77(W)
U.Se 31.
!
EXISTING
824 CRAVLe IINV 8Z7.5D
I NU. B 21.43•
INV. 821.806E)
820 I NV. 97). 7.0 ( M --WI
--- -- --- I V.1-32 S5 C NU)) 1 NV. SZISZ (SE)
Q =
52)"DF 4Z" RCP (CL.:E@1.53°/,
u u 44' Or 4Z" RC P (CL.II) @O. ZD%
Bq' 199'DF-4Z"RCP(CL.I )I202D'
N. NI W
MW
NW N? N�
ks
V)
.Ii
3,
s-25
sT,e. N° 20¢
2-
(641,e,6
(CU,e8 INLET)
GENERAL NOTES:
I I
I
848
HOLEY MCiI.EY SAYS,
o
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE "DONT
TO THE PIPE INVERT. DIG
W
LL
2. ALL STATIONING IS TAKENFROM THE NEAREST BLIND"
DOWNSTREAM STRUCTURE.
{ h
- -
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY `
----
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
W
(W
U
z N
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
fV co
LOCAL AND STATE STANDARDS.
1-800-382-5544
CO rN
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE CALL TOLL FREE
PERFORMED IN COMPLIANCE WITH APPLICABLE 1-800-428-5200
rn
O.S.H.A. STANDARDS FOR WORKER SAFETY. FOR CALL6 OUTSIDE OF INDIANA
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO BENCH MARK
Q co 0
EXISTING TREES.
i
840
M o
CL m
V
z
T.B.M. CUT" ❑ ON CONCRETE BASE OF LIMITED
H
ACCESS RIGHT-OF-WAY FENCE CORNER POST
W
AT SOUTHWEST CORNER 106T41 STREET AND
w
U.Se 31.
!
(ELEVATION = 940.88)
T.B.M. CHISELED." y " ON TOP OF NORTHEAST
CORNER OF CONCRETE WALL OF BOX CULVERT
- --------�
26'OF15"RCP(CL.IIIJ@0.52
ON 106TH STREET APPROXIMATELY 1000 FEET
Y
EAST OF SPRING MILL ROAD.
-
j
W
(ELEVATION az 822.71)
z
Q
v
U
118' DFIS"RCP(CL .IZJ @ 0.440/o
Q
a
m
z
WZ
Z
Y
ST,e A/ -g los 4uj
Z U
(STO,Ely All-/) (5-
-Z S I 2 -
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEIDER ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
TC- S 96.gG
EXIST GRADE NEIV GRRDE
TC -832. G6 - TC -e34.33
GRAA)ULRR/� �-
6ACKFlLL ��
3G"RC FIN)
0, RCP(IV) NU. 830.74
INV.93Z.07 - -
1fuV. 828.921 SL) 5 RNULRR
BRCKFILL
I NU. 830.54LW)
�'vU. 830.27 (E)
- ------------ - 1 W BZ9.64 (NW)
/V
En q
U U U
110' OF 31e"RCP(fL.-U)@0.?5%
v
ot to
J t
PROFILE OF STORM SEWER-
SCALE:
1 11 = 4 0'
TE
-- TC- 836.58 j O ry
TEMP !
TC -83&.58 TE - 8 S7. DD Q :
TC- 835.35 - z �, z
a
ac ° -
634.(,Z - 836 i W =Z.
- -- - Z
L Z d
TEMP zQ
�TC-833,0D W
IIJU.83Z.0?(AJ) i cr Z
w
832 °
W` O
z t,
INV.832.29(NE� INU. 832.57(5) N c >
INU.B3D.000SW IVU. 831.77(5UJ) fUU_A3Z.41(N)
110.83Z.16 (S> > - cu C
36"RCP (E)
INU 830. Z7 828 I
IUUBZ9•/4(NI4Z111?CP (WJ
\,\INV.BZ9l86 (NE) I0.92q.77 3:
INV.829.38(5) Q -j o
04Z" RCP(NUJ)
INU SZ1.70
U
u
u
9'3' OF O')?CP(CL. III) 20.77% u
5o'DF IB"REF(CL. IL) @Q.37%
ti
o.l�j a�J NIW m�W
V) (A (A
I I
I
848
o
824_ Io
W
LL
--
{ h
- -
-
----
W
(W
U
z N
844
fV co
CO rN
GRAAJULAR
m LO
rn
BACK FILL
L6
Q co 0
EKIST. CxRFlDF0
NEW &&-RDE
840
M o
CL m
TE
-- TC- 836.58 j O ry
TEMP !
TC -83&.58 TE - 8 S7. DD Q :
TC- 835.35 - z �, z
a
ac ° -
634.(,Z - 836 i W =Z.
- -- - Z
L Z d
TEMP zQ
�TC-833,0D W
IIJU.83Z.0?(AJ) i cr Z
w
832 °
W` O
z t,
INV.832.29(NE� INU. 832.57(5) N c >
INU.B3D.000SW IVU. 831.77(5UJ) fUU_A3Z.41(N)
110.83Z.16 (S> > - cu C
36"RCP (E)
INU 830. Z7 828 I
IUUBZ9•/4(NI4Z111?CP (WJ
\,\INV.BZ9l86 (NE) I0.92q.77 3:
INV.829.38(5) Q -j o
04Z" RCP(NUJ)
INU SZ1.70
U
u
u
9'3' OF O')?CP(CL. III) 20.77% u
5o'DF IB"REF(CL. IL) @Q.37%
ti
o.l�j a�J NIW m�W
V) (A (A
824_ Io
oQ
--
-
- -
-
----
z N
m LO
L6
IQ
820
�I
Q
V
z
!
- --------�
26'OF15"RCP(CL.IIIJ@0.52
-
j
Lf
cr-
u,
I--
z
Q
v
U
118' DFIS"RCP(CL .IZJ @ 0.440/o
W
~
z
WZ
�
-- -
- -
I
W(f)
F--
W
- -- -
4D'DFIZ"RCP(CL.= @D.3D%
25'DF12" CP(CL.=)@0.67%
=
~
>
W
Q
Z
U)
Z
Z
NJ
Q
p
Z
0
NIW
N'�
N
NIS
�
U
UJ
W
cr
C�l
Z
�
�
cc
9L
J
SHEET
S-20
SCALES VERT.1 =
4'
OF
HORIZ .1"=
40'
27
�M;z
G�
FOR CONTINUATION
SEE SHEET S-17 STIF A/-2 Zo% 2 ZS
MOLEY SAYS BENCH MARK
5 Tie. /V' 2 O &
g / (Gv,eC3 //YLE7-
) HOLEY
,
S
N5 -ZS G[/R0 IAL _-T) l
�� xti�A � '' + / "DON'T T.B.M. CUT " Cl ON CONCRETE BASE OF LIMITEE)
WAR ING
�N `� DIG ACCESS RIGHT-OF-WAY FENCE CORNER POST
SOUTHWEST CORNER 106TH STREET AND33' BUCKEYE PIPELINE U.S. 31.
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE EASEMENTBLIND"
ANY CONSTRUCTION ACTIVITIES OCCUR INSIDE THE oxa5�� _ (ELEVATION =840.88)
��x
sv� �„ �; T.B.M.
PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE ,
PT PC Ty •' s �°CHISELED " [] " ON TOP OF NORTHEAST
1- 17
19+00 10+00 `4 CORNER OF CONCRETE WALL OF BOX CULVERT
EXTREME CAUTION WHEN WORKING AROUND --- — , �� '`
ON 106TH STREET APPROXIMATELY 1000 FEET
EAST OF SPRING MILL ROAD.
PIPELINES. o� F �, 5 `N
1-800-382-5544 (ELEVATION = 822.71) o
IN 111
CALL TOLL FREE N
1-800-428-5200 ti
4
STK �O7
FOR CALLS OUT>!10! OF INDIANA 2 N
(ENC) SECTION $'2_S \ w4 \ O
V� W
r N6 log 5 STrZ Q 220 5 \ ,fix
�cUR$ I�L>vr) S -Z3 (cLJR� INLET) S -ZS .
GENERAL NOTES:
Asx 1 FROM THE EXISTING GRADE
oo ,� . ALL CUTS ARE TAKEN
'ti' _ TO THE PIPE INVERT. Y
5 / 0 4 STATIONING IS TAKEN FROM THE NEAREST
STR N° 109 ,.. 2. ALL S i
ST2
'` :'F-,\:. �`\ �/° 022 I DOWNSTREAM STRUCTURE.
(CuR B IN LE T) 'sx
S -2$ /
1`
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY o N
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
/ o 4. TEMPORARY TRAFFIC CONTROL DURING m
\
N 07 2 \ CONSTRUCTION TO CONFORM TO APPLICABLE
Q /
8 ti STR Z (CURE INLET) _ZS \ �` 's� \ LOCAL AND STATE STANDARDS. i N
xo \
/ \ S u
xoo.. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
W PERFORMED IN COMPLIANCE WITH APPLICABLE Z
y xo``., O.S.H.A. STANDARDS FOR WORKER SAFETY. 3 W
cc a
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO ° o
O�Ox��� / / \\\\. sx�� EXISTING TREES. >
CONNECT /o �X,S
5 STPz N12 Ilo �.
25 (CURES INLE.`() +sT�
FOR CONTINUATION
°,1 MARRIOTT \
clA S rrz
SEE SHEET S-21 O (Cv/2!3 //✓GET S -Zs
TOPOGRAPHY WAS PROVIDEL BY CLIENT iND NOT PREPARED BY
LANS
PLANOFSTORM SEWER BASED IONRINFOIRMATIONGFRuMPSAIDNTOPOGRAPHYP�iZTIONOISTHESE THEREFORE, SCALE: 111 - 40'
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
848
848
Tc -8¢3.46
EXIST GRRDE -cc
NEW Chi? HOE GRANUT 8¢3.0 W RR
LAR Tc- 843•IS EK15T. GKDE
�IVE G DE Lu
844 Tc - 84/. 78 BFICKFILL-
844
N co
co
84/.8 O 00
— - _ T-84/.7¢ _ T�-84o,48 �
;7-a+ x
°° m
EX:s %ivG 8" BvCKEYE / �? a:
O c�
840//YE c� 'z+10 GRANULAR 8`/I 0 0.
--- - --- ---- ----- - — 30 2.C.P, (E) - /z"�.c.P (S) BACKFILL GRAAlULAR /s",e.6.P.OVE) CD
/_5
GFFWULAR �, m /,vv, -837. z0 BACKFLLL livv. 836. 9s0 to
/Nv. 834.39 BRC K FILLI i Ln z ;z
/NV. 133. 47 W ai
836_ - /Nv. e �� �' 836
W-
Z Q Ln
zo
GRf%VULaP
Qf�CKF/LL Z7/5T G/�AOE /,w. 83ZZo Zi",e c, P, (w) z Ra
TC -83/57 /Nv.83s.iI /N V. 83�. ¢s /,v V.836.9s /^'v 837.Zo /Nv.83a.45 W �<
TC -8307/ rc-83/ 93 /Nv. 834. 4 /Nv. 83 4. 9/ ��� (NE) 0 ?
832 /Ahcy G�/PAOEN � CNE) (Sw> 832 -
W � 0
---- - -- -- - — - - - — --- /iyv. 85 4.29 — — - � � 7
/&v. 833.47 W CA
/,vv. 8 3 3. 9 7 0V) - -0
op / > C
828 U�
828
0 — ——------ — -- -- -- — - --- - -- - ------ -- --- - — — -- —
/N!! 8 Z 4-
o
z
/NY. 8Z7. SS (S) o- cA N in to �r o o m 0
INU. 8Z 7. Z 9�lJ) /NU. 8 Z 768,14)) cp ao ai r` V V O
l0SZ749�S) 824 Q824
/ii�✓. 8 Z✓r. jiC7 --- -- -- - - — - -- --- — 6 O o * /S -12. C, P, m� l0
N
EXISTING CG6ASS�) � O ¢Z'� W
10" PVG ~Q U
8 2 0 --- - -- - - - - - - —
820 E- —
--_ - z
' 2z8'of 2/�',e.c..o CL/�ssl1) o.svJIM �¢�� �)�06 -- \ W U Q
37 of /Z"SCh 83 10-f Z/"2,c, �? <
CL ..TII @ 0.501
(64,9ss II)( O. 4S z --J
8Z'af /Z" /PCP 5g'ofl2"frcP 2¢",e.c.P ('CGASsSI)@ 0.zs°o z W r2
CL .III @ 2.79 "/o CL._a @ 2. /D o� _I I _ - - --- --- --- W m
� w Ld
�- z w
Q -
W �
-, X z
roW Q o�' N ow o �I� N') 1u o� —Oz 0
�� �� J NW Ivy
o� o_ _-jo � N� N� N NZ old moi \ of l �cr E—
L da
—
�q 0 0g�¢mt:
IL
F- L13 V) (n SHEET
SCALENERT.I = 4' OF S.22
PROFILEOFSTORM SEWER HORIZA"= 40' 27
9
Z
Y
Y
WARNING
¢' THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
Wheat or Rye
Oats
Annual Ryegrass
Non -irrigated*
Irrigated
Dormant
Seeding**
Temporary Seeding Dates
Jan Feb I Mar I Apr May Jun Jul ug Sep Oct ]Nov IDec
� � I I
Permanent Seeding Do
Irrigation needed during this period. To control
erosion at times other than in the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
if mulch is applied.
** Increase seeding application by 50%
FIGURE 5-3
* Not necessary where mulch is applied.
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
• THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MIMIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY AS PRACTICAL.
• TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
• SEDIMENT IN RUN-OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
Temporary Seedings
Suitable pH
CONDITIO1
Kind of Seec
1000 Sq. Ft.
- -
Acre
- -
Remarks
- - - - - - - - -
- - - - - -
Wheat or Rye
- - - -
3.5 ibs.
-
2 bu.
Cover seed 1" to
1
Kentucky Bluegrass
2
1 1/2" deep
- - - - -
- - - - - -
Spring Oats
- - - - - -
2.3 lbs.
- - -
3 bu.
- - - -
Cover seed 1" deep
- - - - -
- - - - - -
Annual ryegress
- - - - - -
1 Ib.
- - -
40 lbs.
- - - -
Cover seed 1 /4"deep*
* Not necessary where mulch is applied.
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
• THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MIMIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY AS PRACTICAL.
• TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
• SEDIMENT IN RUN-OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
Ranking:
1 Good
2 Medium
- Not tolera
MATCH LINE
( SEE SHEET S-24
106th STREET
NinTF«
-04
Metal fence posts
Chicken Wire
Chicken wire stretched in front
of straw bales and securely
anchored w/metal fence posts
Metal fence post
ASSUMED NORTH
SCALE: I" = 100'
Seedbed Preparation
stake (typ)
flow
straw bale
Plan
(n. t. s.)
- stake (typ)
-straw bale
3"-6"undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low i'� organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much] as possible.
Seeding
Select a seed mixture based on projected use of the area Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. I'. toler-
ances are a problem, such as salt tolerance of seedings adjacent ,a streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding
SOIL
Suitable pH
CONDITIO1
Wet
Norrr
wel
sq. ft.
Creeping Red Fescue
Festuca rubra
2
1
Kentucky Bluegrass
2
1
Poo pratinsis
1. Tall Fescue
35
Tall Fescue
2
1
Festuca L arundinacea
25
.6
Perennial ryegross
2
1
Lolium perenne
.12
Crownvetch
-
1
Coronillo varix
5.5-7.5
2 1
Red Clover
-
1
Trifolium protense
- - - - - - - - -
Steep Banks and Cuts
Ranking:
1 Good
2 Medium
- Not tolera
MATCH LINE
( SEE SHEET S-24
106th STREET
NinTF«
-04
Metal fence posts
Chicken Wire
Chicken wire stretched in front
of straw bales and securely
anchored w/metal fence posts
Metal fence post
ASSUMED NORTH
SCALE: I" = 100'
Seedbed Preparation
stake (typ)
flow
straw bale
Plan
(n. t. s.)
- stake (typ)
-straw bale
3"-6"undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low i'� organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much] as possible.
Seeding
Select a seed mixture based on projected use of the area Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. I'. toler-
ances are a problem, such as salt tolerance of seedings adjacent ,a streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding
Rate
Suitable pH
Site Suitability*
lbs/acre
lbs/1000
wel
sq. ft.
Droughty Drained Wet
- - - - - - - - -
Level and Sloping, Open
- -
Areas
- -
- - - - -
- - - - - - - - -
1. Tall Fescue
35
.8
5.5-8.3
2 1 2
2. Tall Fescue
25
.6
5.5-8.3
1
Red Clover**
5
.12
i
3. Kentucky Bluegrass
15
.4
5.5-7.5
2 1
Creeping Red Fescue
- - - - - - - - -
15
- -
.4
- -
- - - - -
- - - - - - - - -
Steep Banks and Cuts
aoz
0
4. Tall Fescue
15
.4
5.8-7.5
2 1 2
Kentecky Bluegrass
25
.6
Cr,
5. Tall Fescue
35
.8
5.5-8.3
2 1
Emerald Crownvetch**
10
.25
Lawns and High Maintenance
Areas
6. Kentucky Bluegrass
40
.9
5.8-7.5
2 1
Creeping Red Fescue
40
.9
7. Perennial Ryegrass
170
4.0
5.0-7.5
1
(Turf Type)
8. Tall Fescue
170
4.0
5.5-8.3
2 1 2
« 1 - Preferred 2 - Will
Tolerate ** Innoculate
with
specific Innocu ants.
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1-800-382-8544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIAI
z
O
w
N 00
N o
ao 0
Z 1 N
O °a x
f- Co o
O u) o
� G 1
O ON
U N
c0
C)
Z oQ
aQ
W �o
W
Z aZ
0
Z Z V)
W o 0
oa
r� Q
w z
o Q
o
W
Z - O O
= O T
U c a>
V) i
c V)
a>
> c
U
V
O
Z
J LJ m
Q O
UZ
L0 y
Q
M
O
z
Q
IL
Q
J
Z
o
i
W
z
�
o
_
(
U
>
z
aoz
0
LL-
U)
QoZ
~0LL3ry
0
Cr,
wLJJ
CL
,i--
SHEET
S-23
OF
27
MATCH LINE
( SEE SHEET S-23 )
WARNING
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
• THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MIMIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY AS PRACTICAL.
• TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
• SEDIMENT IN RUN-OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
Wheat or Rye
Oats
Annual Ryegrass
Non -Irrigated*
Irrigated
Dormant
Seed ing-
JIB--M1111
Temnnrnry ciP.ndinn antes
Permanent Seeding Dat
,y.,.,.,,, 1.----- ........y r......... .- ___
erosion at times other than in the shaded areas,
use mulch.
Late summer seeding dates may be extended 5 days
if mulch is applied.
Increase seeding application by 50%.
FIGURE 5-3
* Not necessary where mulch is applied.
Temporary Seedings
Suitable pH
0
Kind of Seed
1000 Sq. Ft. Acre
- - - - - - - - -
Remarks
- - - -
- - - - -
- - - - - -
Wheat or Rye
3.5 lbs. 2 bu.
Cover seed
1" to
sq.
ft.
1 2 deep
-----
---------------1
Spring Oats
2.3 lbs. 3 bu.
Cover seed
1" deep
Annual ryegrass
1 Ib. 40 lbs.
Cover seed
1/4"deep*
* Not necessary where mulch is applied.
Ranking: Salt Tolerance (to both soil salts & spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5-4
Metal fence posts
Chicken Wire
W Chicken wire stretched in front
UJ of straw bales and securely
cc anchored w/metal fence posts
Z
04
F3
cc
W
Metal fence post
ASSUMED NORTH
SCALE: I" = 100'
Seedbed Preparation
stake (typ)
flow
,straw bale
stake (typ)
-strew bale
3" -Cur dertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
Apply lime to raise the pH to the level needed for spear:s being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much] as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet If toler-
ances are a problem, such as salt tolerance of seedings adjace7t to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding
Rate
Suitable pH
0
Suitcaility*
lbs/acre
lbs/1000
z
Nell
- - -
- - -
sq.
ft.
Droughty Dr::ined Wet
- - - - -
Level and Sloping, Open
Areas
-
- - - - - -
- - -
- - - - - -
1. Tall Fescue
35
.8
5.5-8.3
2
2
2. Tall Fescue
25
.6
5.5-8.3
z
0
1
Red Clover**
SOILS
.12
o o
3. Kentucky Bluegrass
�
*
U
v
a
alt
Salt
1
CONDITION
o
"'a_
- - - - - -
- - -
- - - - - -
Steep Banks and Cuts
«
�-�2
4
Tolerance
W
°-
o
15
.4
5.8-7.5
2
i 2
E
25
.6
5. Tall Fescue
35
Wet
or
Dry
v,
°
10
z
=
c
=
W
Gen.
Soit
Sprayl
6. Kentucky Bluegrass
40
.9
5.8-7.5
2
1
Creeping Red Fescue
40
.9
7. Perennial Ryegrass
170
Creeping Red Fescue
5.0-7.5
1
(Turf Type)
8� Tall Fescue-
5.5--
2
Festuca rubra
2
1
2
1
1
1
Med.
1
20-25
12-18
7-21
S
Kentucky Bluegrass
2
1
2
1
1
1
Med.
1
25-35
12-18
10-20
MT
Poo pratinsis
Tall Fescue
2
1
1
1
1
Low
1
24-35
24-36
5-14
T
Festuca L arundinacea
Perennial ryegrass
2
1
2
-
1
2
Med
2
15-20
12-18
5-10
MT
Lolium perenne
High
Crownvetch
-
1
1
2
-
-
Low
1
5-10
24
14-21
T
Coronillo varia
Red Clover
-
1
-
2
Med
1
7-10
18
5-10
S
S
Trifolium pratense
Ranking: Salt Tolerance (to both soil salts & spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5-4
Metal fence posts
Chicken Wire
W Chicken wire stretched in front
UJ of straw bales and securely
cc anchored w/metal fence posts
Z
04
F3
cc
W
Metal fence post
ASSUMED NORTH
SCALE: I" = 100'
Seedbed Preparation
stake (typ)
flow
,straw bale
stake (typ)
-strew bale
3" -Cur dertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
Apply lime to raise the pH to the level needed for spear:s being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much] as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet If toler-
ances are a problem, such as salt tolerance of seedings adjace7t to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding
Rate
Suitable pH
Site
Suitcaility*
lbs/acre
lbs/1000
z
Nell
- - -
- - -
sq.
ft.
Droughty Dr::ined Wet
- - - - -
Level and Sloping, Open
Areas
-
- - - - - -
- - -
- - - - - -
1. Tall Fescue
35
.8
5.5-8.3
2
2
2. Tall Fescue
25
.6
5.5-8.3
z
0
1
Red Clover**
5
.12
3. Kentucky Bluegrass
15
.4
5.5-7.5
2
1
Creeping Red Fescue
- - - - - - - -
15
- - -
.4
-
- - - - - -
- - -
- - - - - -
Steep Banks and Cuts
�-�2
4
X3
W
4. Tall Fescue
15
.4
5.8-7.5
2
i 2
Kentecky Bluegrass
25
.6
5. Tall Fescue
35
.8
5.5-8.3
2
Emerald Crownvetch**
10
.25
---------------------------
Lawns and High Maintenance
Areas
6. Kentucky Bluegrass
40
.9
5.8-7.5
2
1
Creeping Red Fescue
40
.9
7. Perennial Ryegrass
170
4.0
5.0-7.5
1
(Turf Type)
8� Tall Fescue-
5.5--
2
1 2
- - -170-
* 1 - Preferred 2 - Will
- - - -
Tolerate ** Innoculate with
- -
specific
- -
Innoculants.
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1-800-382-3544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
Z
O
05
Li
1`
N0a
co UD
N O
Z �I (V
O 00
1= Co o
Q m
Cr 0
O ,� O
a_ co a.
� p I
O ¢ON
U Of j
Z_ oQ
CL Q
w o
LJ
Z 4' Z
0
C� Z (n
Z 0
W oN O
o<
CfM Q
w Z
Q
o � � T
W Z L
Z N 0 s
U c >
c D
a� In
- -0
> c
'U O
Ili
O
Z
w •�J O
U Z
L' "
Q
.,
M
o
z
Q
II
1-
0
�
�
W
z
0
'
2
U
It""
Qo�
a
-
0
�,
�-�2
4
X3
W
0WwCr_
Of
SHEET
S-24
OF
27
Reinforced edge
Threaded rod
-Rod holder
PLAN VIEW
ff Pipe
Dio.
Varie
Skirt Lip-__ 2"1-
1 12" c -c (max.) 1
W +A
D VIEW
S
_ t
Toe Plate .x
Anchor
SI_D_E_,YIEW
DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPEPIPE
OF
PIPE
DIA.
IN INCHES
GAGE
D I M
E N S I N
APPROX.
SLOPE
A
+I"
8H
MAX
, I"
• I
W
.12"
RC.P.
12
.063
7
8
8
6
26
30
21/t
R.C.P.
15
.063
10
6
31
36
21/1
R. C. P.
18
.063
9
12
6
36
42
21
R.C.P
21
.063
t0
13
6
41
48
21/
R.C.P,
24
.079
12
16
8
51
60
2 I/
R.C. P
30
.079
14
13
9
80
72
2 /Z
RC.P
36
.099
16
22
11
69
84
21/Z
R.C.P,
4Z
.099
18
27
12
78
90
21/4
R.C.P
48
t%
18
1 30
9
1 Q4
2
RCP.
54
.099
18
1 33
12
1 87
Ll14
1N
NOTE I For Corrugated Metal Pipe use next smaller 7
diameter end Lection •25
rALVANIZED 51ELL END SECTION DETAIL
Earth Or Sidewalk Surface
Concrete Curb
.-Pavement
•�I
► A .
14 t,
O ) i
► ` ► oI
e / N
4
7 A9gregate y,
}
C
o
+ O
INSTALLATION REQUIRED:
44BOTH SIDES OF PAVEMENT RUNNING
LONGITUDINALLY 20' EITHER
(Min)(Min_) SAG DIRECTION
AREAS. AT ALL LOW POINT OR
9 PIPE MATERIAL PER INDIANA STATE
HIGHWAY SPECIFICATIONS (NO.
PIPE UNDERDRAIN 8
S•25
�o A
e .' OD
A
1 _
TOP OF CASTING
R -1772-C NEENAH CASTING
Q U
(DIA)
STANDARD REINFORCED CONC, BASE
DIMENSIONS
1INCHES)
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
1 60
j 44 j 205
4
STORM MANHOLE DETAIL 5.25
NEENAH TYPE CASTING
N2 R 3501- N
GRADE ROLL CURB s GUTTER
6, alp
1 ,► ` OFou
tDoOC�
l J
q 1 v8k, NO.2 STONE
i' WX24"
VARIABLE •� ' ',1
i VARIABLE
I PIPE SIZE
(8" M AXJ
ism -= ��': ;�"••-- •'� e.,
rim .� •^� �`'� '},
3,6"X 3 6" BASE
ROLL CURB INLET DETAIL
ST - 2b 5
S•25
00
a 000
000000
0000 a0
Io 0 0000
000000
6 - tI X 61Slots to
be .Equally 6paced.
3— 1" X 61Slots to
be Equally Spaced.
(To be placed over all
beehive castings during g
construction.) S•25
SLOTTED RISER FOR SEDIMENT RETENTION
ST - 12A
No. R-_1772- C NEENAH
CASTING
10.
' STONE' =�,� `s0•STONE'4
'•'P `• ;4;• 2'-0 MIN. e
,� O is :•'�: � �
2„ WEEP HOLES
• .�' d • • Y J
� •.n j v
W �*
Q
_ 30 R.C.P. I �
a 7- z
1 cD w
(1) LINE 0.116 PIPE = L
Q W. W. F.
CD
CD
4-0 SQUARE BASE
6
S•25
STORM MANHOLE DETAIL
SOIL =�::L •,
PLACEMENT
Q
IN,
--� C=
C
C —�
BEEHIVE INLET
GRADE T.C. NEENAH TYPE CASTING
�\ 1 NO. R-4342
B
4” MIN.
RISER RING
3•TANDARD IIEWORCED COW. MSE
DIMENSIONS
wC1ES)
lTMXTURE IRAWR
I2
36
b
213, 215 308.
I3
36
21
222,304, 305 406.
le
48
25
216, 405.
21
48
IDI
24
48
31
402
27
i0
34
202, 203, 204.
30
;o
38
Z
33
6o
41
36
6o
44
a 0
BEEHIVE INLET DETAIL
S•25
o
� o
0
o
0
o
GRADES
ROLL CURB 6 GUTTER
Neenah Type Costing:
W R -3501-N
-PAVEMENT
CD
U
B
NI—
STANDARD REINFORCED CONC. BASE
DIMENSIONS
21 48
(INCWS)
28
STRUCTURE NUMBER
209, 210.
24
48
31
208,403.-
08403.27
27
60
34
30
60
30
PAVED AREAO II w
33
60
1 41
36
60
44
2o6, 207•
42
72
5G
202, 203, 204.
SPECIAL CURB INLET DETAIL z
ST - a,
S•25
1/2 TRENCH
RE UIR COMPACTION TABLE
AhrIIFY I NIATFDIAI - ICFF NATF)
TRENCH AREA
CLASS 1
LASS !1 CLASS 11
CLASS V
Ep01-NG
FLAT SHOVEL
BS %
UNOTTOM
NO
INITIAL BACKFILL N M�A�6N
90 %
TRENCH & PIPE EMBEDMENT DET 3
sr - 2." S•25
NOTE' H Class I mala!/ is wad for 6+dAl
it mw/ dso bo used for hw"A ,
<
go
-
(GRANULAR MATERIAL TO II I•I 1i211W
BE USED UNDER ALL sill- ml
�_
PAVED AREAO II w
ii
4 M+
�
4•
TRENCH
DEPTH•
:,tI..
r�
W
C7
oil
a
REDONG at' THE U.S,C.S, SOL
Z
~z
y
' G�S9IFICATiOM
J
VaTOR
W
W
WTIAL SIMGNFILL AREA
a 0
Z
O:i
Z
g in
Z
W
ul�Ne unt DIF oft
_
- 1wisJNC?ele AKA
4•
BEDDING AREA
MW-/
r MAIC
FOUNDATION
(REGIa1ED N tAKfUKE Stay)
12•.
it
TRENCH & PIPE EMBEDMENT DET 3
sr - 2." S•25
0
0
—
0CV
z L0
Ld
N OD
N
ao !V
<
go
Q
o
w
1—
_ m
z
a
�
0
0
C
C7
oil
a
Z
Z
~z
y
Z Z
J
W
W
gi
,-
a 0
Z
O:i
Z
g in
Z
W
RS
r� t
IY
z
W
_Q
WC
C
2
0
_
C >
&
C�
> C
0
0
—
0CV
z L0
Ld
WQ
Z
UU
<
Z
(!)
w
1—
z
z
�
LL!
J
Q
Z
LL1
Q
Z
QgZ
Z Z
J
�
LL1
tz
a 0
Z
9W`cr-WW
g �
g in
IlIlIEET
ofS-25
27
s
r
Al wa
r- c
2300 psi CONCRETE +� i Q�
• i ` \` . dr
ro
Perspective View -earth cut away
BOTTOM Of TRENCH
I( • To bs umd wtw clear 00 mm bstwe" Dbsl
Is 18" or less, at wars na»i on the &WWII
•2
CQNCRETE CRADLE
i
12' _ 3C' BACK TO BACK DRI
2'
CONC. ROLL C
CON'. R3LL CURB
j SLOPE 1/4' PER FT (MIN)
"Ei.A.C. SURFACE
I�
4"H,A,C. BINDER
9" BASE #5
PAV£MENr.
10
GRANULAR.
BACKFILL
VAR/A&£
/"R
J
100' RIGHT OF WAY
16'
2'
MIN. MIN.
SLOPE+1/4' SLOPE:1/4'
PER FT. PER FT.
30' BACK TO BACK DRIVE _
I 2'
CONC. ROLL CURB
CONC. ROLL CURB
SLOPE 1/4' PER FT (MIN)
TYPICAL DOUBLE 30' ASPHALT STREET CROSS SECTION �
-CONCRETE
3000psi
112"R / mp-,10
/L
6" CONCRETE STANDING CURB
III
t op"IL
LOW
Pow
.,
IZI
m
co
•26
2" roONCRETE ROLL -CURB AND GUTTER
CM U
4t'
TOP OF CURB
LOP SON.
12' I
2'
..�
•:
3
c
N
a? N
—
,.
aROUNO
SACKFILL �•�`
s
coo
Q
m
6" CONCRETE STANDING CURB
III
t op"IL
LOW
Pow
.,
IZI
m
co
•26
2" roONCRETE ROLL -CURB AND GUTTER
CM U
4t'
TOP OF CURB
LOP SON.
12' I
2'
E
3
c
N
a? N
SACKFILL �•�`
s
coo
Q
m
i
o
a
COMPACTED
SUBGRADE
O
m
3`
V
ale
V -O- _
Isk"
2' .CONCRETE ROLL CURB �0
.26
W
12' I
2'
E
3
c
N
a? N
V H,A.C. SURFACE
3' H.A.C, BINDER
9' BASE #53
64' RIGHT OF WAY
40' BACK TO BACK DRIVE _ 12'
18' 18' 2'
CONC, ROLL CURB PROFILE GRADE CONC. ROLL CURB
•-
SLOPE 1/4' PER FT (MIN) r_ SLOPE 1/4' PER FT. (MIN)
IJ� H.A.C, SURFACE -PREPARED SUBGRADE PER INDIANA DEPARTMENT OF
4"H.A.C. BINDER TRANSPORTATION STANDARD SPECIFICATION No. 207
9' BASE #53
TYPICAL 40' ASPHALT STREET CROSS SECTION 2
S•26
30' BACK TO BACK RIVE
2' 13' 13' 2'
- C7_NC. ROLL CURBPROFILE GRADE CONC. ROLL CURB
SLOPE 1/4' PER FT (MIN) SLOPE 1/4' PER FT. (MiN)
If' H.A.C, SURFACE -PREPARED SUBGRADE PER iNDIANA DEPARTMENT OF
4" H,A,C. BINDER TRANSPORTATION STANDARD SPECIFICATION No, 207
9^ BASE #53
TYPICAL 30' ASPHALT STREET CROSS SECTION 3
Earth Or Sidewalk Surface
• �Concrete Cwt
.,- Pavement
14
s
417 A9gregate r• .
o
O 6
INSTALLATION REQUIRED:
4" 4" 9 BOTH SIDES OF PAVEMENT RUNNING
LONGITUDINALLY 20' EITHER
(M� (mirL) SAG IRECTION
AT All LOW POINT OR
AREAS
PIPE MATERIAL PER INDIANA STATE
HIGHWAY SPECIFICATIONS (NO.
718.02)
12'
W
Z
S
it
WARP TO ROLL CURB INLET
CASTING 0J0'
... _ _ FLOWL1t! _..... . I
WARP TO
CASTINO 0.10'
y•M. / / •A
BUMP CASTING
� ..L' 0.10• � \ 4
z
0
N
W
m
PIPE UNDERDRAIN 6Lo
•26 F•- Z
TOPSOIL
BACKfX L -
COMPACTED SUBGRADE
H
100 Top of curb _ td i 0
ta
Pavement Bottom of curb f=- W
ov W
Transverse expansion joints Tronsverse contraction jams 1— Z
"' l20' max. sPng) cc o W
UA Cc
5
s w Cr
.
L Cal
CURB 26 �¢
SHEET
Of - 3A OFS' 26
COMBINED CONCRETE CURB AND GUTTER (TYPE Ii) 27
CW - it
co
c
N
a? N
coo
Q
m
i
o
a
O
m
V
ale
C7
¢ Q
Z
y z
FC
05
UJ
Z
W
Z
r=-
ac ui
ZJ
0
Z
p
NQ
W
Rz
Cr
o
Z
W
0
W
t2
0
�;
N
y
(A
>C
_
U —
d
O
W Z
N
�a
Ci
O
PIPE UNDERDRAIN 6Lo
•26 F•- Z
TOPSOIL
BACKfX L -
COMPACTED SUBGRADE
H
100 Top of curb _ td i 0
ta
Pavement Bottom of curb f=- W
ov W
Transverse expansion joints Tronsverse contraction jams 1— Z
"' l20' max. sPng) cc o W
UA Cc
5
s w Cr
.
L Cal
CURB 26 �¢
SHEET
Of - 3A OFS' 26
COMBINED CONCRETE CURB AND GUTTER (TYPE Ii) 27
CW - it
EARTHWORK
1. SCOPE OF WORK:
A. Extent: The work required under this section consists of all excavating,
filling, rough grading and related items necessary to complete the work
indicated on the drawings and described in the specifications.
1. In general the items of work to be performed under this section shall
include: clearing and grubbing, removal of trees and stumps (where
required), protection of trees to remain, stripping and storage of
topsoil, fill compaction and rough grading of entire site as indicated
on the drawings.
2. Excavated material that is suitable may be used for fills. All
unsuitable material and all surWus excavated material not required
shall be removed from the site. The location of dump and length of
haul shall be the Contractor's responsibility.
3. Provide and place any additional fill material from off the site as
may be necessary to produce the grades required. Fill obtained from
off site shall be of kind and quality as specified for fills herein and
the source approved by the Owner.
4. The Contractor shall accept the site as he finds it and shall remove
all trash, rubbish and debris from the site prior to starting
excavation.
B. Work not included: The following items of related work arc specified and
included in other sections of these specifications:
1. Excavation, grading and backfilling for utility lines.
2. Storm drainage systems.
3. Sanitary sewer systems.
4. Water supply systems.
5. Streets and paving.
2. BENCHMARKS:
Maintain carefully all bench marks, monumedts and other reference points;
if disturbed or destroyed, replace as directed by engineer.
3. REMOVAL OF TREES:
A. Remove all trees and stumps from arca to be occupied by road and surfaced
areas. Removal of trees outside these areas shall only be dont as noted on
drawings or approved by the Owner.
B. All brush, stumps, wood and other refuse from the trees shall be buried
onsite or burned with proper permits (where applicable).
4. PROTECTION OF TREES:
A. General Protection: The Contractor shall be responsible for the protection
of tops, trunks and roots of existing trees on the project site ,hat arc to
remain. Existing trees subject to construction damage shall be boxed,
fenced or otherwise protected before any work is started; do nct stockpile
within branch spread. Remove interfering branches without injury to
trunks and cover scars with tree paint.
5. STRIPPING OF TOPSOIL:
A. Remove topsoil to a depth of 6 inches (or more if required)) from the areas
to be occupied by roads, walks, buildings, and parking areas. Pile and store
topsoil at a location where it will not interfere with construction operations.
Top soil shall be reasonably free from subsoil, debris and stones.
6. DISPOSITION OF UTILITIES:
A. Rules and regulations governing the respective utilities shall be observed in
executing all work under this section.
B. It shall be the responsibility of each contractor to verify all existing
utilities and conditions pertaining to his phase of the work. It shall also be
the contractors responsibility to contact the owners of the various utilities
before work is started. The contractor shall notify in writing the owners of
the engineers of any changes, errors or omissions found on these plans or in
the field before work is started or resumes.
C. Where active utilities arc encountered but not shown on the drawings, the
Engineer shall be advised before work is continued.
D. Inactive and abandoned utilities encountered in excavating and grading
operations shall be reported to the Engineer. They shall be removed,
plugged or capped as directed by the Engineer.
7. SITE GRADING:
A. Grades: Do all cutting, filling, compacting of fills and rough grading
required to bring entire project area to Subgradc as shown on the drawings.
B. Rough Grading: The tolerance for paved areas shall not excced 0.10 feet
above established Subgradc. All other areas shall not exceed 0.10 feet plus
or minus the established grade. Provide roundings at top and bottom of
banks and other breaks in grade.
2
3
A
B:
C:
A
B
C
IC
STORM SEWER SYSTEMS
SCOPE OF WORK
The work upder this section includes all storm sewers, storm water inlets,
and related items, including excavating and backfilling, necessary to
complete the work shown on the drawings.
MATERIALS:
Storm Sewers:
1: Reinforced concrete sewer pipe shall conform to ASTM C-76 latest
revision with joints conforming to ASTM C-443 latest revision.
Manholes: •
1. Precast reinforced concrete manhole sections and steps shall conform
to ASTM C-478 latest revision.
2. Castings shall be of uniform quality, free from blow holes, porosity,
hard spots, shrinkage distortion or other defects. They shall be
smooth and well -cleaned by shotblasting or by some other approved
method. They shall be coated with asphalt paint which shall result
in a smooth coating, tough and tenacious when cold, not tacky or
brittle. They shall be gray iron meeting ASTM A-48 latest revision.
3. Joints - manhole sections shall be jointed with
rubber type gaskets. The rubber type gaskets shall meet
ASTM C-443 latest revision.
SUBDRAINS:
1. Perforated plastic pipe subdrains shall conform to ASTM.
APPLICATION:
Permits and CodesThe intent of this section of the specifications is that
the contractor's bid on the work covered herein shall be based upon the
drawings and specifications but that the work shall comply with all
applicable codes and regulations as amended by any waivers. Contractor
shall furnish all bonds necessary to get permits for cuts and connections to
existing sewers.
Local Standards: The term 'Local Standards" as used herein means the
standards of design and construction of the respective municipal department
or utility company, Clty of Carmel.
Existing Improvements: Maintain in operating condition all active utilities,
sewers and other drains encountered in the sewer installation. Repair to the
satisfaction of the owner any damage to existing active improvements.
Workmanship: To conform to all local, state and national codes and to be
approved by all local and state agencies having jurisdiction.
E: Trenching Lay all pipe in open trenches, except when the local authority
gives written permission for tunneling. Open the trench sufficiently ahead
of pipe -laying to reveal any obstructions. The width of the trench shall be
the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet
and brace trench as necessary to protect workmen and adjacent structures.
All trenching to comply with Occupational Safety and Health
Administration Standards. Keep trenches free from water while
construction is in progress. Under no circumstances lay pipe or
appurtenances in standing water. Conduct the discharge from trench
dewatering to drains or natural drainage channels.
F. Special Supports: Whenever, in the opinion of the Engineer, the soil at or
below the pipe grade is unsuitable for supporting sewers and appurtenances
specified in this section, such special support, in addition to those shown or
specified, shall be provided as the Engineer may direct, and the contract
will be adjusted.
G: Backfilling: For a depth of at least 12 inches above the top of the pipe,
backfill with earth or granular material free from large stones, rock
fragments, roots or sod. Tamp this backfill thoroughly, taking care not to
disturb the pipe. For the remaining trench depth, backfill with earth or
granular material cpntaining stones or rocks not larger than 4 inches.
Slickfill under walks, parking areas, driveways and streets shall be granular
material only - thoroughly compacted by approved methods. Trenches
parallel to and within 10 feet of paved roadways shall be constructed the
same
H Manhole Inverts: Construct manhole flow channels of concrete, sewer pipe
or brick, smoothly finished and of semi -circular section conf-orming to the
inside diameter of the connecting sewers. Make changes in size or grade
gradually and changes in direction by true curves. Provide such channels
for all connecting sewers at each manhole.
I. Subdrains All subdrains onsite shall be of the size as shown and shall be
placed as shown on the plans They shall be constructed to the grades
shown All drains constructed offsite as part of the outlet drain will be
located as shown.
1 Utilities: It shall be the responsiblity of each contractor to verify all
existing utilities and conditions pertaining to his phase of the work. It shall
also be the contractors responsibility to contact the owners of the various
utilities before work is started. The contractor shall notify in writing the
owners or the engineer of any changes, errors or omissions found on these
plans or in the field before work is started or resumed.
2
A
L
C
n
E
3.
A
B.
C.
D.
E.
F
G
STREETS
SCOPE OF WORK
The work required under this section includes all concrete and bituminous
paving and related items necessary to complete the work indicated on
drawings and described in the specifications, including but not limited to:
All streets, parking areas in contract limits
Curbs and gutters
Sidewalks and concrete slabs, exterior steps
MATERIALS:
Concrete: Concrete shall be ready -mixed concrete and shall be a mix of
proportioned fine and coarse aggregates with Portland cement and water.
Minimum cement content shall be 6 bags per cubic yard of concrete and
maximum water content shall be 5.5 U.S. gallons per sack of cement,
including moisture in the aggregate. Slump for normal weight concrete
shall be a maximum of 4 inches and a minimum of 2 inches. The slump of
machine placed concrete shall be no less than 1-1/4 inches nor more than 3
inches. Standard test ASTM C-143 shall be used to measure slump.
Compressive strength of concrete at 28 days shall be 4000 psi. All exterior
concrete shall have air entrainment of 5% to 8% by volume per ASTM C-
260. Retempering of delivered concrete will not be allowed. Concrete shall
be composed of:
1. Portland cement: Conforming to ASTM C-150, Type IA or Type IIIA.
2. Aggregates: Conforming to ASTM C-33.
3. Water: Shall be clear and free from injurious amounts of oils, acids,
alkalies, organic materials or other deleterious substances.
Welded Steel Wire Fabric: Where required for concrete reinforcement shall
conform to ASTM A185.
Premoulded Joint Filler: Shall be of non -extruding type meeting ASTM D-
544, except that premoulded joint filler used in concrete walk construction
may be either non -extruding or resilient.
Bituminous Pavement Materials: All materials proposed for the construction
of bituminous pavements shall comply with the Indiana Department of
Highways Specificationse-per latest revisions.
Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed
gravel shall be a minimum of 35% crushed material. Chert shall be limited
to a maximum of 8% of the total. Material shall be free from an excess of
flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be
free from fragments coated with dirt. Compacted aggregate shall be graded
as follows:
SIEVE SIZE % PASSING
100
1" 80-100
3/4" 70-90
1/2" 55-80
*4 35-60
08 25-50
*30 12-30
*200 5-10
APPLICATION:
Grading: Do any necessary grading in addition to that performed in
accordance with Earthwork Section, to bring subgrades, after final
compaction, to the required grades and sections for site improvement.
Preparation of Subgradc: Remove spongy and otherwise unsuitable material
and replace with stable material. No traffic will be allowed on prepared
subgrade prior to paving.
Compaction of Subgradc: The first 6 inches below the subgrade shall be
compacted to at Icastl00%of the maximum dry density as determined by the
provisions of AASHO T-99. Water shall be prevented from standing on the
compacted Subgradc.
Utility Structures: Check for correct elevation of all manhole covers, valve
boxes and similar structures located within areas to be paved, and make, or
have made, anv necessary adiustments in such structures
Placing Concrete:
I Subgrade Place concrete only on a moist, compacted subgrade or
base free from loose material. Place no concrete on a muddy or
frozen subgrade
2 Forms: All forms shall be free from warp, tight enough to prevent
leakage and substantial enough to maintain their shape and position
withdut springing or settling, when concrete is placed. Forms shall
be clean and smooth immediately before concreting.
3. Placing Concrete: Concrete shall be deposited so as to require as
little rehandling as practicable. When concrete is to be placed at an
atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of
the Indiana Department of Highways Specifications, latest revision
shall be followed.
Concrete Curb and Gutter:
Expansion Joints: Shall be 1/2 inch thick premoulded at ends of all
-- returns and at i maximum spacing of 100 feet.
2. Contraction Joints: Unless otherwise provided, contraction joints
shall be sawed joints spaced 20 feet on center.
3. Finish: Tamp and screed concrete as soon as placed, and fill any
honey combed places. Finish square corners to 1;4" radius and other
corners to radii shown
Concrete Walks and Exterior Steps
Slopes: Provide 1/4 inch per foot cross slope. Make adjustments in
slopes at walk intersections as necessary to provide proper drainage.
Dimensions: Walks and steps shall be one course construction and of
widths and details shown on the drawings
Finish: Screed concrete and trowel with a steel trowel to a hard
dense surface after surface water has disappeared. Apply medium
broom finish and scribe control joints at 5 foot spacing. Provide 1/2"
expansion joints where sidewalks intersect, and at a maximum
spacing of 48 feet between expansion joints.
H. Curing Concrete: )Except as otherwise specified, cure all concrete by one of
the methods described in Section 501.17 of the Indiana Department of
Highways Specifications, latest revisions.
I. Bituminous Pavement: Hot asphalt concrete pavement shall be a specified
in Section 403 of the Indiana Department of Highways Specifications, latest
revisions. Paving will not be permitted during unfavorable weather or
when the temperature is 40 degrees F. and falling.
J. Compacted Aggregate Subbase: The thickness shown on the drawings is the
minimum thickness of the fully compacted subbase. Compaction shall be
accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons.
Compact to 90% compaction using Standard Testing Procedures. Along
curbs, headers and walls and at all placed not accessible to the roller, the
aggregate material shall be tamped with mechanical tampers or with
approved hand tampers.
a
0
W
O
N �
ui Q
p
"
a�
yZ
N
W lV
cox
Q
.m
�^O
P
Ma
cc
Q
LLI
z
Z
(D
W
Z
_
�a
yZ
cc
d0
W
Z
W
¢0
0
Z
J
za
Z0
Z
Ra
W
�9+
a0Z
U
Z
W
W
/Ld
W
g
M
W
'LL
~ v
� ,
W
2
L_0
0
_
C 4)
C�
C
C N
> c
•r �o
O
ui Q
p
"
a�
yZ
Z Ln
m
W
U
Q
Z
I
LLI
z
Z
W
W
_
W
0
a
za
Z
z
U
cc
a0Z
U
v
W
C)
ry
/Ld
W
g
M
W
'LL
~ v
� ,
SHEET
OF S - 27
27
..t
Proper7tyy Line
ill �Oi 0' D, �Ov
10 I I\�� ; 0 Lawn
} Visitor Parking v ,
101\` -
--- - - 10 SOI
,•..::• � � _ der -vise' yea— _ ---- � ,
\ Lake
I
I�1 p Lawn I ��
O is
10
:\
x v
� l
o
108 4
�.
�'A
Americas Headquarters
x� q
9
d • \ 04
27
o X Atrium
1 28
Vis or p
_ r
i
Pd
r
kirr/
Berm� 28 \ 2829 X g
o_
i
5
a
i
• 29 \ ,
.. M
l a
Americas Headquarters 4
— v 4u-
E to e ar ing °
x 23 Lawn °
Lawn
4 X
/•— � / X \ � v ° � �'� _ 112 •'� � i �
p J x 17 ;' 20 -x
Servi a Area7.
/•l • x 19
x x
/ x`NNN
17
18 X�
,1Berm
\ v � • E e a ing 16
15 0
15 \� -
/ 14
� — Ben\ • i
1417
�
e \ 11 / � • I - �
� lam• � i `—� � •�
1 �
• / /OR
0
For Plant Schedule and Details see sheet L-3.
THOMSON
CONSUMER
ELECTRONICS
Americas Headquarters & Technical Center
Carmel, Indiana
TENANT
Thomson Consumer Electronics
Indianapolis, In
OWNER/DEVELOPER
Browning Investments, Inc.
Carmel, IN
ARCHITECTS
Haldeman Powell Johns
Dallas, TX
(214) 701-9000
CIVIL ENGINEERS
Schneider Engineering Corporation
Indianapolis, IN
(317) 898-8282
LANDSCAPE ARCHITECTS
THEKELLAMSGROUP
Noblesville, IN
(3 17) 776-1417
INTERIOR DESIGN/SPACE PLANNING
Eden Design Associates, Inc.
Carmel, IN
(317) 843-5790
GRAPHICS
Nottestad Design
Dallas, TX
(214) 954-1978
LIGHTING
ESL, Inc.
Indianapolis, IN
(317) 298-4244
PROFESSIONAL SEAL
DRAWN BY:
FLK PROJECT NO: 90-0008
S y
ISSUE DATE: 12, 18; 90
APPROVED BY:
REVISIONS
DESCRIPTION DATE
Rev. Carmel DOCD & Hamilton
1
County Highway Department 2/1/91
2L
Rev, Carmel DOCD 2/20/91
Z�—
--
i
0
L
-0
Y.
S
� lam• � i `—� � •�
1 �
• / /OR
0
For Plant Schedule and Details see sheet L-3.
THOMSON
CONSUMER
ELECTRONICS
Americas Headquarters & Technical Center
Carmel, Indiana
TENANT
Thomson Consumer Electronics
Indianapolis, In
OWNER/DEVELOPER
Browning Investments, Inc.
Carmel, IN
ARCHITECTS
Haldeman Powell Johns
Dallas, TX
(214) 701-9000
CIVIL ENGINEERS
Schneider Engineering Corporation
Indianapolis, IN
(317) 898-8282
LANDSCAPE ARCHITECTS
THEKELLAMSGROUP
Noblesville, IN
(3 17) 776-1417
INTERIOR DESIGN/SPACE PLANNING
Eden Design Associates, Inc.
Carmel, IN
(317) 843-5790
GRAPHICS
Nottestad Design
Dallas, TX
(214) 954-1978
LIGHTING
ESL, Inc.
Indianapolis, IN
(317) 298-4244
PROFESSIONAL SEAL
AMERICAS HEADQUARTERS
0 20' 40' 80'
SCALE: 1'=40'
SHEET NO:
Lm
SHEET TITLE:
Landscape Plan
DRAWN BY:
FLK PROJECT NO: 90-0008
CHECKED BY:
ISSUE DATE: 12, 18; 90
APPROVED BY:
REVISIONS
DESCRIPTION DATE
Rev. Carmel DOCD & Hamilton
1
County Highway Department 2/1/91
2L
Rev, Carmel DOCD 2/20/91
Z�—
--
L
0
L
-0
0
AMERICAS HEADQUARTERS
0 20' 40' 80'
SCALE: 1'=40'
SHEET NO:
Lm
SHEET TITLE:
Landscape Plan
r
i
` Existing Wooded Area
Selective Clearing
1
�\_A
<\l /--11,`
11 N
r' l
1--\1
i
L
i
it Line
Property Line
.........�
eet
rte• � \
Berm
Property Line
r
Thomson Consumer Electronics
A Drowning Investments Development
Browning Investments, Inc.
Carmel, Indiana
CIVIL ENGINEERS
Schneider Engineering Corporation
Indianapolis, IN
(3 17) 898-8282
LANDSCAPE ARCHITECTS
THEKELLAMSGROUP
Noblesville, IN
(3 17) 776-1477`
GRAPHICS
Nottestad Design
Dallas, TX
(2 14) 954-1978
LIGHTING
ESL, Inc.
Indianapolis, IN
(317) 298-4244
PROFESSIONAL
DRAWN BY: FLK PROJECT NO: 90-0008
CHECKED BY: ISSUE DATE: 12118190
APPROVED BY:
06*00000
x
n o-
0 25'
100'
50'
`
SCALE: 1°_50'
SHEET NO:
See sheet L-3 for details SHEET TITLE:
C
Typical Tree Planting
T�
2.-I'2���~
cur
RX -711 tkk.
NC -i j!,t:
&Ui , 0/
MAT tf-i
AcC 1:� ac
I
N OTS = ,�
W5trr i
CtQ. r•r t�Y . or
b ,��ca r-��f • 18 O
�Z _
100%4QurrrY
® G G G G IN Y�t2l
fj,�IWOT
t P.
tcI I -
Typical Groundcover Planting
v
/.�,!/.11 l� =moi ►�s��r_z=
• � � �� � ✓yam I 1
Typical Annual Color
r
n
PLI_�i
���'� „�►► Kofi ��A` ?�,, o� ��� �,�
�'� � • I Z D
07
. 0}
t ++
a�
+ + � t +
Typical Shrub Planting
cA -a spa � 43
Typical Annual Bed Prep
11
Typical Berm Cross Section
u
q£y'
Key Quantity Botanical Name
�� --- Size after 25 years of growth
-- Approximate size at installation
Proposed Trees Not In This Contract
,J 6 Quercus palustris
6 Quercus coccinea
12
Nyssa sylvatica
4 L,iquid4ahar stygaciflua
74 a:tam-33 or$entalis
7 -Gleditsia t. inermis 'Imperial',
8 Fraxinus americana 'Rosehill'
` 42 Taxodium disticum
3 Fagus sylvatica 'Cuprea'
2 Acer rubrum 'Red Sunset'
3 Fagus grandiflora
11 Pyrus c. 'Cleveland Select'
96 Picea abies
9950 Annuals/Perennials
17
3100 Groundcover varieties
Common Name
Sweet6 Gum
London Planetree
Imperial Iloneylocust
Rosehill Ash
Bald Cypress
Copper Beech
Red Sunset Maple
American Beech
Cleveland Select Pear
Norway Spruce
Size
Mature Size
3,,
50-60' ht.
cal B&B
35-40'
spr.
50-60'
ht.
4-6" cal B&B
40-45
spr.
3" cal B&B
30-50'
ht.
20-30'
spr.
4-6" cal B&B
60-75'
ht.
40-50'
spr.
3" cal B&B
70-80'
ht.
65-80'
aJ�_44",
4
q£y'
Key Quantity Botanical Name
�� --- Size after 25 years of growth
-- Approximate size at installation
Proposed Trees Not In This Contract
,J 6 Quercus palustris
6 Quercus coccinea
12
Nyssa sylvatica
4 L,iquid4ahar stygaciflua
74 a:tam-33 or$entalis
7 -Gleditsia t. inermis 'Imperial',
8 Fraxinus americana 'Rosehill'
` 42 Taxodium disticum
3 Fagus sylvatica 'Cuprea'
2 Acer rubrum 'Red Sunset'
3 Fagus grandiflora
11 Pyrus c. 'Cleveland Select'
96 Picea abies
9950 Annuals/Perennials
17
3100 Groundcover varieties
Common Name
Sweet6 Gum
London Planetree
Imperial Iloneylocust
Rosehill Ash
Bald Cypress
Copper Beech
Red Sunset Maple
American Beech
Cleveland Select Pear
Norway Spruce
Size
Mature Size
3,,
50-60' ht.
cal B&B
35-40'
spr.
50-60'
ht.
4-6" cal B&B
40-45
spr.
3" cal B&B
30-50'
ht.
20-30'
spr.
4-6" cal B&B
60-75'
ht.
40-50'
spr.
3" cal B&B
70-80'
ht.
65-80'
spr.
4-6 n cal B&B
30-35'
ht.
30-35'
spr.
4-6" cal B&B
60-70'
ht.
50-60'
spr.
3-6" cal B&B
50-60'
ht.
20-30'
spr.
4-6" cal B&B
50-60'
ht.
35-45'
spr.
4-6" cal B&B
40-60'
ht.
30-40'
spr.
3-5" cal B&B
50-70'
ht.
50-60'
spr.
3" cal B&B
30-50' ht.
15-20' spr.
8-101 ht. B&B
40-60'
ht.
25-30'
spr.
flats/pots
is/pots
�
Seeded Lawn Blue?��s� V�rieta.es ��{
9_-�b 110 Euonymus alatus 'compactus' Dwarf Burning Bush 3ht. B&B
All varieties listed above are the preferred varieties, however, due to the
unavailability of plant material in the sizes listed, alternatives may occur.
Efforts will be made to obtain the preferred plant materials.
If alternative plant materials are selected,
DOCD review and approval is required.
14
Plant Schedule t
4 �f
6' ht.
5' spr.
A Browning Investments Development
Browning Investments, Inc.
Carmel, Indiana
CIVIL ENGINEERS
c-hneider Engineerinq Corporation
indianapolis, IN
.'37, ry$ 3282
LANDSCAPE ARCHITECTS
THEKELLAMSGROUP
Noblesville, IN
(317'76-1417
GRAPHICS
Nottestad Design
Dallas. TX
(� 1J 954-1978
LIGHTING
ESL, Inc.
Indianapolis, IN
1317i 298-4244
PROFESSIONAL SEAL
DRAWN BY:
FLK PROJECT NO: 90-0008
CHECKED BY:
---_-_ ISSUE DATE: 12/18/90
APPROVED BY:
REVISIONS
DESCRIPTION DATE
Rev.lCarmel DOCD & Hamilton
1
County Highway Department 211191
2 J
Rev.lCarmel DOCD 2120191
SCALE:
SHEET NO
L=3
SHEET TITLE