HomeMy WebLinkAboutC103 Development Plan, Claybourne, Sec. 3 Large Plan pg. 04236
913.1
34.79'
912.6 25' DU &SE
240' OF 8" RVC p 3.39%
239
915.3
911.9
912.5
114.5
912.8
.9121
EXISTING STORM SEWER
912.4
911`.9
L 4 7 5 13.4
1`x.00'
252
913.9
140.00'
251
914.4
914.5
912.9
913.4
914.0
195.13'
912.5
50' R/W
10' DU &SE
49(T
2.08%
7 11 +011 1 10 +80 TEAGUE PLACEIO +oo 0.60%
(912.23) I LINO "P" 0 911.75X321
Y i i
4 115 OF 12 RCP C 0.87%
1 25' DU' &SE
ir- X 1 25' BL
1 911.5 I
9126 j
\31 i 14 OF 18n RCP 0.20%
912'2 140.00' X
15' DU &3E
1 912.2
914.2
234
913.2
140.00'
115.00
1
912.0
534.36
PT
L ±18.9
(911.59 (912.18) 91239
911.0:
243
914.8
8,5
912.5
911.0
LAKE
c NORMAL 4 1_ ELEV= 905.50
X 100 YEAR ELEV= 908.76
BLOCK "0"
COMMON/AREA
c
911.5
20' NON -AC `ESMT. I TT
DU &SE
3 1 S T ,S
915.0
102.09' 1 916:`0
SIR STA BASELINE OFFSET LT /RTE TYPE TC INVERTS
905.06 (N), EX- 905.03 (E),
E55 EXISTING MANHOLE 916.18 EX- 904.$9 S)
E60 EXISTING MANHOLE 919.69
910.48 (NW), 910.44 (SE,
S
897.77 (E), EX- 895.97 N
EX- 910.21
567 EXISTING MANHOLE 912.98 EX- 895.90
E78 EXISTING MANHOLE 915.39 904.74 (NE), EX- 904.62 (SW)
E81 EXISTING M 910.66 901.93 (NE), EX- 901.94 (SW)
61 9 +94.55 "P" 47.50' RT MANHOLE 917.90 911.81 (SE)
62 3 +50.64 "P" 38.00' RT MANHOLE 919.50 912.01 (NW)
63 15 +32.38 "P" 38.00' RT MANHOLE 915.80 906.56 (NE), 906.36 (S)
64 11 +88.61 "P" 49.51' RT MANHOLE 916.50 908.13 (SW)
68 8 +94.50 "H" 28.00' RT MANHOLE 913.10 905.90 (W)
79 16 +88.72 "P" 48.00' RT MANHOLE 915.20 907.05 (SW)
82 7 +76.85 "U" 28.00' LT MANHOLE 912.10 903.92 (SE), 903.82 (NE), 903.72 (SW)
83 7 +74.25 "S" 28.00' LT MANHOLE 913.20 906.20 (NW)
84 10 +83.30 "U" 42.70 LT MANHOLE 911.40 905.20 (SW)
STR STA BASELINE OFFSET LT /RTE TYPE TC INVERTS
E235 EX. BEEHIVE INLET 917.11 912.48 (NW), EX- 907.16 (NE &SE)
E254 EX. BEEHIVE INLET 913.17 909.65 (NW), EX- 909.47 (W),
EX- 909.27 (NUS) 238 5 +65.00 "P" 18.00' RT CURB INLET 917.23 906.72 (SW &NE)
239 5 +65.00 "P" 18.00' LT CURB INLET 917.23 906.67 (SW &NE)
239A 5 +64.91 "P" 175.00' RT BEEHIVE INLET 916.60 908.49 (SE), 906.43 (SW &NW)
2396 7 +57.86 "P" 372.29' RT END SECTION 906.00
243 1 +31.43 "P" 163.03' RT BEEHIVE INLET 916.00 911.89 (S &NW)
244 1 +50.00 "P" 21.24' RT CURB INLET 916.99 913.25 (S &N)
245 1 +50.00 "P" 21.19' LT CURB INLET 916.99 913.65 (N)
246 10 +51.87 "P" 317.26' RT END SECTION 906.00
247 10+91,64 "P" 175.00' RT BEEHIVE INLET 914.00 907.34 (S&NE)
248 10 +91.64 "P" 18.00' RT CURB INLET 916.08 908.03 (S &N)
249 10 +91.64 "P" 18.00' LT CURB INLET 916.08 908.18 (SW &N)
250 11 +48.92 "P" 55.00' LT STORM MANHOLE 916.20 908.48 (NE), EX- 908.48 (5)
255 13 +55.00 "P" 18.00' RT CURB INLET 913.97 910.55 (NW), 910.30 (SE)
256 13 +55.00 "P" 18.00' LT CURB INLET 913.97 910.75 (SE)
264 11 +25.71 "P" 717.61' RT END SECTION 905.85
265 11 +28.30 "P" 666.80' RT END SECTION 906.00
279 6 +16.85 "0" 284.00' LT END SECTION 899.00
280 6 +16.85 "U" 165.00' LT BEEHIVE INLET 909.30 901.70 (SE &NW)
281 6 +15.00 "U" 15.00' LT CURB INLET 910.26 905.00 (SE &NW)
282 6 +15.00 "U" 15.00' RT CURB INLET 910.26 905.25 (E &NW)
283 6 +55.57 "U" 35.00' RT STORM MANHOLE 911.20 906.10 (NE), 905.63 (SE), 901..`0 (NW)
284 9 +35.00 "S" 15.00' LT CURB INLET 911.34 907.70 (NE &SW)
285 9 +35.00 "S" 15.00' RT CURB INLET 911.34 908.00 (SW)
310 6 +23.81 "T" 140.00' RT BEEHIVE INLET 909.80 904.80 (E), EX- 904.80 (N)
311 06 +25.00 "T" 15.00' RT CURB INLET 911.21 905.06 (E &W)
312 6 +25.00 "T" 15.00' LT CURB INLET 911.21 905.13 (SE &W)
313 6 +55.00 "T" 45.00' LT STORM MANHOLE 912.20 905.21 (E &NW)
314 6 +55.21 "T" 187.49' LT END SECTION 905.50
318 7 +83.89 "T" 190.93' LT END SECTION 905.50
319 8 +15.00 "T" 130.21' LT BEEHIVE INLET 911.50 907.10 (W), 905.60 (S &NE)
320 9 +73.00 "H" 15100' RT CURB INLET 911.59 905.80 (S &N)
321 9 +73.00 "H' 15.00' LT CURB INLET 911.59 905.84 (S &N)
322 9 +73.00 "H" 35.00' LT STORM MANHOLE 912,20 907.40 (W), 905.87 (SE &N)
323 9 +38.13 "H" 171.79' LT BEEHIVE INLET 911.80 908.30 (SE), 906.05 (E &NW)
324 7 +72.94 "H" 294.57' LT BEEHIVE INLET 912,20 909.00 (SW &NW)
325 9 +81.77 "H" 411.98' LT BEEHIVE INLET 912.00 909.60 (S &NE)
326 9 +91.60 "H" 512.88' LT END SECTION 910.10
327 8 +15.00 T 15.00' LT CURB INLET 911.34 907.70 (W &E)
328 8 +15.00 "T" 15.00' RT CURB INLET 911 907.85 (E)
329 10 +25.00 "T" 15.00' LT CURB INLET 912.26 908.40 (W &E)
330 10 +25.00 "T" 15.00' RT CURB INLET 912.26 908.65 (E)
331 7 +96.74 "H" 155.00' LT BEEHIVE INLET 912.50 906.13 (SE &W)
332 3 +69.10 "H" 172.55' LT END SECTION 906.69
333 1 +58.43 "P" 459.27' RT END SECTION 913,90
334 1 +33.43 "P" 459.27' RT END SECTION 914.50
335 1 +49.43 "P" 911.72' RT END SECTION 914.00
336 1 +33.43 "P" 911.76' RT END SECTION 914.40
f 4 4 Q� f�"i CAF 'YO'; ��':.'1,.s. 7•
f ,...mac .,V :.o �tt..•.C
X
Do SANITARY SEWER TABLE
STORM SEWER TABLE
Vectren
1630 North Meridian Street
P.O. Box 7136
Indianapolis, Indiana 46207
(317) 592 -4500
TELEPHONE
Ameritech Indiana Corporation
220 North Meridian Street
Indianapolis, Indiana 46204
(800) 742 -8771
Carmel City Utilities
1 Civic Square
Carmel, Indiana 46032
(317) 571 -2442
Carmel City Utilities
1 Civic Square
Carmel, Indiana 46032
(317) 571 -2442
UTILITIES
ELECTRIC
Cinergy /P. S. 1.
100 Mill Creek Road
P.O. Box 312
Noblesville, Indiana 46061
(800) 521 -2232
STORM SEWER
Hamilton County Surveyor
One Hamilton County Square, Suite 188
Noblesville, Indiana 46060
(317) 776 -8495
SANITARY SEWERS
STREETS CABLE TELEVISION
Clay Township Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, Indiana 46240
(317) 844 -9200
Time Warner
516 East Carmel Drive
Carmel, Indiana 46032
(317) 972 -9700
Utility Hotline: within Indiana 1 -800- 382 -5544
outside Indiana 1 -800- 428 -5200
The size and location of utilities are per plans and locations provided by the
respective utility companies. All utility companies shall be notified prior to any
excavation for field location of services.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
']T'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW 15 -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
A BRASS PLUG STAMPED "LEE 2 AZI 1989" IN THE TOP OF A CONCRETE
POST AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE
ROAD AND 131ST STREET. ABOUT 26 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, 20 FEET SOUTH OF THE CENTERLINE OF 131ST STREET
AND LEVEL WITH THE SURFACE OF THE ROADWAY.
ELEVATION 917.89 (NGVD 1929)
000°°
(000.00)
000.00
(000.00)
000.0
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Subsurface Drain
Existing Contour
Existing Elevation
New Pavement Elevations
All Other Finish Elevations
Corrected Elevations
Storm Structure Number
Sanitary Structure Number
Flow Arrow
Meet Existing Elevation
Denotes Pad Elevation and
Approximate Pad Size
CrIENEERAIL, NTCYTIES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. 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.
3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMFANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED
BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS
WITH A CONTRACTION JOINT EVERY 20' OR LESS.
8. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH
LOT TO BE CONSTRUCTED BY OTHERS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
g
c-)
0
CO
O
0
LC)
LP
0
LC) r
CN
4.J Q
C)') JI
o
c
X
5 DU &SE
257
913.0
913.0
T
'12.4
140.00
255
912.9
CN1
E69
ii 11
1C R,1/1r
QJ
G \STE
No.
920 350
-20 STATE OF r
ONAL
1 igIII%t
DATE: I 61:
THIS DRAWING AND THE ID AS, DLSIG AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE :SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART„ WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. ('2004)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Hcirrsoii
8901 Otis Avenue
Indianapolis, IN 46216- 1037
Telephone: 317.826.7100
Fax: 317.826.7200
www. schneidercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
4,
DATE:
06 /28/04
PROJECT NIO.:
3690.003
DRAWN BY:
PRC
CHECKED E3Y:
JCC
SHEET TITLE:
DEVELOPMENT PLAN
DRAWING FILES:
R: \3K \3690 \003 \DWGS \C101
XREF: 003BS
XREF: R: \3K \3690 \002 \DWGS \002LE1S
XREF: R: \3K \3690 \001 \DWGS \OO1DS
XREF: R: \3K \3690 \0`02 \DWGS \O02B:=
XREF: R: \3K \3690 \OO1 \DWGS
XREF: R: \,3K \3690 \oo 1 \DW�G� \x)01 _b1
XREF: OO.3LBS
SHEET NO.:
'`0
1
I
F F
M
Ur
236
913.1
34.79'
912.6 25' DU &SE
240' OF 8" RVC p 3.39%
239
915.3
911.9
912.5
114.5
912.8
.9121
EXISTING STORM SEWER
912.4
911`.9
L 4 7 5 13.4
1`x.00'
252
913.9
140.00'
251
914.4
914.5
912.9
913.4
914.0
195.13'
912.5
50' R/W
10' DU &SE
49(T
2.08%
7 11 +011 1 10 +80 TEAGUE PLACEIO +oo 0.60%
(912.23) I LINO "P" 0 911.75X321
Y i i
4 115 OF 12 RCP C 0.87%
1 25' DU' &SE
ir- X 1 25' BL
1 911.5 I
9126 j
\31 i 14 OF 18n RCP 0.20%
912'2 140.00' X
15' DU &3E
1 912.2
914.2
234
913.2
140.00'
115.00
1
912.0
534.36
PT
L ±18.9
(911.59 (912.18) 91239
911.0:
243
914.8
8,5
912.5
911.0
LAKE
c NORMAL 4 1_ ELEV= 905.50
X 100 YEAR ELEV= 908.76
BLOCK "0"
COMMON/AREA
c
911.5
20' NON -AC `ESMT. I TT
DU &SE
3 1 S T ,S
915.0
102.09' 1 916:`0
SIR STA BASELINE OFFSET LT /RTE TYPE TC INVERTS
905.06 (N), EX- 905.03 (E),
E55 EXISTING MANHOLE 916.18 EX- 904.$9 S)
E60 EXISTING MANHOLE 919.69
910.48 (NW), 910.44 (SE,
S
897.77 (E), EX- 895.97 N
EX- 910.21
567 EXISTING MANHOLE 912.98 EX- 895.90
E78 EXISTING MANHOLE 915.39 904.74 (NE), EX- 904.62 (SW)
E81 EXISTING M 910.66 901.93 (NE), EX- 901.94 (SW)
61 9 +94.55 "P" 47.50' RT MANHOLE 917.90 911.81 (SE)
62 3 +50.64 "P" 38.00' RT MANHOLE 919.50 912.01 (NW)
63 15 +32.38 "P" 38.00' RT MANHOLE 915.80 906.56 (NE), 906.36 (S)
64 11 +88.61 "P" 49.51' RT MANHOLE 916.50 908.13 (SW)
68 8 +94.50 "H" 28.00' RT MANHOLE 913.10 905.90 (W)
79 16 +88.72 "P" 48.00' RT MANHOLE 915.20 907.05 (SW)
82 7 +76.85 "U" 28.00' LT MANHOLE 912.10 903.92 (SE), 903.82 (NE), 903.72 (SW)
83 7 +74.25 "S" 28.00' LT MANHOLE 913.20 906.20 (NW)
84 10 +83.30 "U" 42.70 LT MANHOLE 911.40 905.20 (SW)
STR STA BASELINE OFFSET LT /RTE TYPE TC INVERTS
E235 EX. BEEHIVE INLET 917.11 912.48 (NW), EX- 907.16 (NE &SE)
E254 EX. BEEHIVE INLET 913.17 909.65 (NW), EX- 909.47 (W),
EX- 909.27 (NUS) 238 5 +65.00 "P" 18.00' RT CURB INLET 917.23 906.72 (SW &NE)
239 5 +65.00 "P" 18.00' LT CURB INLET 917.23 906.67 (SW &NE)
239A 5 +64.91 "P" 175.00' RT BEEHIVE INLET 916.60 908.49 (SE), 906.43 (SW &NW)
2396 7 +57.86 "P" 372.29' RT END SECTION 906.00
243 1 +31.43 "P" 163.03' RT BEEHIVE INLET 916.00 911.89 (S &NW)
244 1 +50.00 "P" 21.24' RT CURB INLET 916.99 913.25 (S &N)
245 1 +50.00 "P" 21.19' LT CURB INLET 916.99 913.65 (N)
246 10 +51.87 "P" 317.26' RT END SECTION 906.00
247 10+91,64 "P" 175.00' RT BEEHIVE INLET 914.00 907.34 (S&NE)
248 10 +91.64 "P" 18.00' RT CURB INLET 916.08 908.03 (S &N)
249 10 +91.64 "P" 18.00' LT CURB INLET 916.08 908.18 (SW &N)
250 11 +48.92 "P" 55.00' LT STORM MANHOLE 916.20 908.48 (NE), EX- 908.48 (5)
255 13 +55.00 "P" 18.00' RT CURB INLET 913.97 910.55 (NW), 910.30 (SE)
256 13 +55.00 "P" 18.00' LT CURB INLET 913.97 910.75 (SE)
264 11 +25.71 "P" 717.61' RT END SECTION 905.85
265 11 +28.30 "P" 666.80' RT END SECTION 906.00
279 6 +16.85 "0" 284.00' LT END SECTION 899.00
280 6 +16.85 "U" 165.00' LT BEEHIVE INLET 909.30 901.70 (SE &NW)
281 6 +15.00 "U" 15.00' LT CURB INLET 910.26 905.00 (SE &NW)
282 6 +15.00 "U" 15.00' RT CURB INLET 910.26 905.25 (E &NW)
283 6 +55.57 "U" 35.00' RT STORM MANHOLE 911.20 906.10 (NE), 905.63 (SE), 901..`0 (NW)
284 9 +35.00 "S" 15.00' LT CURB INLET 911.34 907.70 (NE &SW)
285 9 +35.00 "S" 15.00' RT CURB INLET 911.34 908.00 (SW)
310 6 +23.81 "T" 140.00' RT BEEHIVE INLET 909.80 904.80 (E), EX- 904.80 (N)
311 06 +25.00 "T" 15.00' RT CURB INLET 911.21 905.06 (E &W)
312 6 +25.00 "T" 15.00' LT CURB INLET 911.21 905.13 (SE &W)
313 6 +55.00 "T" 45.00' LT STORM MANHOLE 912.20 905.21 (E &NW)
314 6 +55.21 "T" 187.49' LT END SECTION 905.50
318 7 +83.89 "T" 190.93' LT END SECTION 905.50
319 8 +15.00 "T" 130.21' LT BEEHIVE INLET 911.50 907.10 (W), 905.60 (S &NE)
320 9 +73.00 "H" 15100' RT CURB INLET 911.59 905.80 (S &N)
321 9 +73.00 "H' 15.00' LT CURB INLET 911.59 905.84 (S &N)
322 9 +73.00 "H" 35.00' LT STORM MANHOLE 912,20 907.40 (W), 905.87 (SE &N)
323 9 +38.13 "H" 171.79' LT BEEHIVE INLET 911.80 908.30 (SE), 906.05 (E &NW)
324 7 +72.94 "H" 294.57' LT BEEHIVE INLET 912,20 909.00 (SW &NW)
325 9 +81.77 "H" 411.98' LT BEEHIVE INLET 912.00 909.60 (S &NE)
326 9 +91.60 "H" 512.88' LT END SECTION 910.10
327 8 +15.00 T 15.00' LT CURB INLET 911.34 907.70 (W &E)
328 8 +15.00 "T" 15.00' RT CURB INLET 911 907.85 (E)
329 10 +25.00 "T" 15.00' LT CURB INLET 912.26 908.40 (W &E)
330 10 +25.00 "T" 15.00' RT CURB INLET 912.26 908.65 (E)
331 7 +96.74 "H" 155.00' LT BEEHIVE INLET 912.50 906.13 (SE &W)
332 3 +69.10 "H" 172.55' LT END SECTION 906.69
333 1 +58.43 "P" 459.27' RT END SECTION 913,90
334 1 +33.43 "P" 459.27' RT END SECTION 914.50
335 1 +49.43 "P" 911.72' RT END SECTION 914.00
336 1 +33.43 "P" 911.76' RT END SECTION 914.40
f 4 4 Q� f�"i CAF 'YO'; ��':.'1,.s. 7•
f ,...mac .,V :.o �tt..•.C
X
Do SANITARY SEWER TABLE
STORM SEWER TABLE
Vectren
1630 North Meridian Street
P.O. Box 7136
Indianapolis, Indiana 46207
(317) 592 -4500
TELEPHONE
Ameritech Indiana Corporation
220 North Meridian Street
Indianapolis, Indiana 46204
(800) 742 -8771
Carmel City Utilities
1 Civic Square
Carmel, Indiana 46032
(317) 571 -2442
Carmel City Utilities
1 Civic Square
Carmel, Indiana 46032
(317) 571 -2442
UTILITIES
ELECTRIC
Cinergy /P. S. 1.
100 Mill Creek Road
P.O. Box 312
Noblesville, Indiana 46061
(800) 521 -2232
STORM SEWER
Hamilton County Surveyor
One Hamilton County Square, Suite 188
Noblesville, Indiana 46060
(317) 776 -8495
SANITARY SEWERS
STREETS CABLE TELEVISION
Clay Township Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, Indiana 46240
(317) 844 -9200
Time Warner
516 East Carmel Drive
Carmel, Indiana 46032
(317) 972 -9700
Utility Hotline: within Indiana 1 -800- 382 -5544
outside Indiana 1 -800- 428 -5200
The size and location of utilities are per plans and locations provided by the
respective utility companies. All utility companies shall be notified prior to any
excavation for field location of services.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
']T'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW 15 -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
A BRASS PLUG STAMPED "LEE 2 AZI 1989" IN THE TOP OF A CONCRETE
POST AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE
ROAD AND 131ST STREET. ABOUT 26 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, 20 FEET SOUTH OF THE CENTERLINE OF 131ST STREET
AND LEVEL WITH THE SURFACE OF THE ROADWAY.
ELEVATION 917.89 (NGVD 1929)
000°°
(000.00)
000.00
(000.00)
000.0
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Subsurface Drain
Existing Contour
Existing Elevation
New Pavement Elevations
All Other Finish Elevations
Corrected Elevations
Storm Structure Number
Sanitary Structure Number
Flow Arrow
Meet Existing Elevation
Denotes Pad Elevation and
Approximate Pad Size
CrIENEERAIL, NTCYTIES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. 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.
3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMFANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED
BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS
WITH A CONTRACTION JOINT EVERY 20' OR LESS.
8. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH
LOT TO BE CONSTRUCTED BY OTHERS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
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No.
920 350
-20 STATE OF r
ONAL
1 igIII%t
DATE: I 61:
THIS DRAWING AND THE ID AS, DLSIG AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE :SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART„ WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. ('2004)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Hcirrsoii
8901 Otis Avenue
Indianapolis, IN 46216- 1037
Telephone: 317.826.7100
Fax: 317.826.7200
www. schneidercorp. corn
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