HomeMy WebLinkAbout06010010.4lI. p cC VI i I,? 1'N11- jj L-.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
NORMAL POOL=885.00
New Sanitary Sewer
-878.74
Existing Contour
-60.' RCP
Existing Elevation
LO
New Pavement Grade
000.00
All Other Finish Grades
7ME
Match Existing Grades
Storm Structure Number
C)
W 1ST ST
Sanitary Structure Number
E-I
Flow Arrow
SEE CROSS SECTION, DETAIL 94-4 ON C805
877,49
60' CP --------------
6" Subsurface Drain
C 0 'MMONS
"A
4" SSD Lot Lateral
� -
CK
198
C:)
C
t C-1 -a
V*Ilage-- of We y
XISTI N G SECTION- - 10009 199
/MFIPIG-=8:39.1
MFE=891.0 X11,
�
Jwult; ktw
OMMONS- w Water Main
BEAUFAIN STREET
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
X Existing Flowline
TEMPORARY 6" SSD
OUTALL COMMONS Existing Overhead Utilities
Emergency Flood Routing
200 661 MFFE Minimum Finished Floor Elevation
TC=88,7.20
1' Above Hightest Lot Grade
01 MFPG Minimum Flood Protection Grade
2' Above 100 Year Flooding Source
(Lowest Structure Opening Permitted)
2' Chairback Curb with Gutter
/O ' 634 ,. / O
6 Existing Storm Sewer To Be Removed
1E=885.00 R133
-iiq.79' 49.12'
�0
- - -15p ' E 201
MIFIPIG-8820
MIFFE=8841'
197 �v
i j 1 10-1-
MFPG=889.1 631
A 6, UFFE=891 .1
15' DE -
vk CV-
12" RCP TO
202
- 1--� '10/ 01/ &
BE REMOVED--�, Z I-
00 2 MFE=889 8
(C! =888 50
Ln -0,1
cli
MFPG=889.1
M C) r MFFE-=8911
CD
890 7 1
MFPG=889.1 19-5
193
194
MFFE=894.5 LAJ J M FP 67=889.
, f !9 - MFPG=889.1 V)
Mr
MFFE=893.7
203
TC=889.30
893.5
20' MF'-E=890.4
co
8 1.6
99-02'
1.40
60.44' 4'
4017
-CLAY-TOWSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER STRUCTURE NUMBER PREFIX:
VWC-OOO
.-(Village of-WestClay - Structure number)
.5, >r
A 1+00 63 OF 18 RCP
Bszst BEAU�AIN MIN
2+ 3+00
00 PC 2+04 1,8
3 1HEET CN I .. - . - . -- 220
I I I � -, - 204
11�i 43' OF 18'.' ---*QP -
PC
DILI I I MFFE=890.6
�20
123-36 616
89
3g p °
CIO 1 69 �40 107-68 PI/C
267' 6F--g; 219
U
20' BL DU&SE
892.3 7
20' A
BL
89
471 fl, URE
Z
LAJ
< ra qe of
205
VC
-218
-MFN=889-O 8 206
MFE=M.O- T 415 27
Lrl
=889.0
L
M Ar x,
20T
CN
628
MF1`1=892,113
ch
L-Lj cz�
x
RCP TO
LL-
LL-1
REMOVED
BE _r, X Y, COMMONS
J
208
1,34.07' --
10'
Cd
DU& G=889-0
SE
=891.6
20 36
16, 395,92'
889 Q�J&St
721 -
.42,
BLYTHE_
889.4
ET
7-
S
L 209 STREET r
7
S
-C
#
HOLEY HOLEY SAYS
ft DON'T
DIG
3-LIND"
IT'S THE LAW"
CALL 2 WORKING DAYS 3EFORF- '")U E`,G
1-800-382-55441
CALL TOLL FREE
PER INDIANA STATE LAW IS-69--1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
X\
AS 1 lMi E 0 N1 OR J 11�11
C1 1 r,0
A L,
I I I iiiIIIIII =01 I ZA I -
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADE'>.
2. IT SHALL BE THE RESPONSIBII!!-Y OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIE', dNU CONDITIONS
PERTAINING TO HIS Plr1,ASE �t WCRV. !11 Si-ALL ALSO E= ' T1,E
CONTRACTOR'S RESPONSIBiLl ! f `0 0,,-,,N1TA,7 THE rDF
THE VARIOUS UTILITIES FOR PP')PFR SOAK[ LOCa`110N'S
EACH UTILITY BEFORE WO,"v ", S-'API-I_C, llrjE CON!TP,
TjI;G I-Aj -p (-%R
SHAL NOTIFY N III , L E-1-40:N['�-',,
ANY CHANGES, OMISSION',. :P
PLANS OR IN THE R.-L0 3'.-
RESUMED.
3. STANDARD SPECIF`-AT'0llS TrL H- ,4`:. -C.. ';
SURVEYOR SHALL APP._ FI-F,
4, THE SIZE AND LOCATI'N �'F i X!STjil T;: A,.F
PER INFORMATION PP0',,11',iE- P, TFIF RES% ljT!l,-
COMPANIES. ALL UIPUT'l( COMT,�,N!ES Sil BF
PRIOR TO ANY EXCAVATION f OR FIELD LOCATIO[,; OF
SERVICES.
5. SERVICE WALKS SHALL BE NON-REINFORCED CO:401RETE
THICK AND 4' IN WIDTH.
6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
7. EXPANSION JOINTS AREA 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO
AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM
D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT
LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D-1,557)-
FILL SHOULD EXHIBIT A MAXIMUM DR)' DENSITY OF AT LEAST 105
PCF, AND HAVE A LIQUID LIMIr LESS THAN 50 AND PLASTICITY NIDEX
OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % HNE-S
PASSING A #200 SIEVE.
13. WATERMAIN VALVES SHALL NOT ;3F 1-9,CATI'l i,'k,5:F PAVEMFKIT
SIDEWALK OR CURB.
14, 100 YEAR FLOODPLAINS, FFLOODAik!' FRING ES AND F:_-,-,-,"DWt,,Y11
NOTE:
STORM SEWER CASINGS TO B[- LABEELLi.)
"DUMP NO WASTE - DRAINS TC! WAI"Er"
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 513' OF
PROPOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057CO2026F.
IS
11 f
ON 4 T.
No.
0000075
!F--- -/V- ATE OF
A,
12/30
S,
'v"D 111�
7� GO
'V AR-
�-p AiNFO HER E
N7EL! DCTUAi. PROPERTY 01 � -HE-
Nil 4, RE NIT TO H
AT!
PRODUCE-, IN 0P N PART;
ITT
'HC 7`111-- 1
C.-PE,` SY
Schneider
THE SCHNEIDER CORPORATION !
-r-
12821 E. New Market St t pt
Suite 301
Carmel, IN 46032
Telephone: 317-569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environments! Enqinee,-ir
Geotechnical Services
GIs Is
Home Builder Services
Interior
d
L-L
NORMAL POOL=885.00
I-"YEA ELEV. 887.11
00 R EH
1 7
LO
XC,
BOTTOM ELEV. = 879.00
C)
TOP OF BANK ELEV. 389-10
E-I
SEE CROSS SECTION, DETAIL 94-4 ON C805
W
198
MFPG=889.1
MFFE=891.1
J -
Jwult; ktw
OMMONS- w Water Main
BEAUFAIN STREET
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
X Existing Flowline
TEMPORARY 6" SSD
OUTALL COMMONS Existing Overhead Utilities
Emergency Flood Routing
200 661 MFFE Minimum Finished Floor Elevation
TC=88,7.20
1' Above Hightest Lot Grade
01 MFPG Minimum Flood Protection Grade
2' Above 100 Year Flooding Source
(Lowest Structure Opening Permitted)
2' Chairback Curb with Gutter
/O ' 634 ,. / O
6 Existing Storm Sewer To Be Removed
1E=885.00 R133
-iiq.79' 49.12'
�0
- - -15p ' E 201
MIFIPIG-8820
MIFFE=8841'
197 �v
i j 1 10-1-
MFPG=889.1 631
A 6, UFFE=891 .1
15' DE -
vk CV-
12" RCP TO
202
- 1--� '10/ 01/ &
BE REMOVED--�, Z I-
00 2 MFE=889 8
(C! =888 50
Ln -0,1
cli
MFPG=889.1
M C) r MFFE-=8911
CD
890 7 1
MFPG=889.1 19-5
193
194
MFFE=894.5 LAJ J M FP 67=889.
, f !9 - MFPG=889.1 V)
Mr
MFFE=893.7
203
TC=889.30
893.5
20' MF'-E=890.4
co
8 1.6
99-02'
1.40
60.44' 4'
4017
-CLAY-TOWSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER STRUCTURE NUMBER PREFIX:
VWC-OOO
.-(Village of-WestClay - Structure number)
.5, >r
A 1+00 63 OF 18 RCP
Bszst BEAU�AIN MIN
2+ 3+00
00 PC 2+04 1,8
3 1HEET CN I .. - . - . -- 220
I I I � -, - 204
11�i 43' OF 18'.' ---*QP -
PC
DILI I I MFFE=890.6
�20
123-36 616
89
3g p °
CIO 1 69 �40 107-68 PI/C
267' 6F--g; 219
U
20' BL DU&SE
892.3 7
20' A
BL
89
471 fl, URE
Z
LAJ
< ra qe of
205
VC
-218
-MFN=889-O 8 206
MFE=M.O- T 415 27
Lrl
=889.0
L
M Ar x,
20T
CN
628
MF1`1=892,113
ch
L-Lj cz�
x
RCP TO
LL-
LL-1
REMOVED
BE _r, X Y, COMMONS
J
208
1,34.07' --
10'
Cd
DU& G=889-0
SE
=891.6
20 36
16, 395,92'
889 Q�J&St
721 -
.42,
BLYTHE_
889.4
ET
7-
S
L 209 STREET r
7
S
-C
#
HOLEY HOLEY SAYS
ft DON'T
DIG
3-LIND"
IT'S THE LAW"
CALL 2 WORKING DAYS 3EFORF- '")U E`,G
1-800-382-55441
CALL TOLL FREE
PER INDIANA STATE LAW IS-69--1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
X\
AS 1 lMi E 0 N1 OR J 11�11
C1 1 r,0
A L,
I I I iiiIIIIII =01 I ZA I -
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADE'>.
2. IT SHALL BE THE RESPONSIBII!!-Y OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIE', dNU CONDITIONS
PERTAINING TO HIS Plr1,ASE �t WCRV. !11 Si-ALL ALSO E= ' T1,E
CONTRACTOR'S RESPONSIBiLl ! f `0 0,,-,,N1TA,7 THE rDF
THE VARIOUS UTILITIES FOR PP')PFR SOAK[ LOCa`110N'S
EACH UTILITY BEFORE WO,"v ", S-'API-I_C, llrjE CON!TP,
TjI;G I-Aj -p (-%R
SHAL NOTIFY N III , L E-1-40:N['�-',,
ANY CHANGES, OMISSION',. :P
PLANS OR IN THE R.-L0 3'.-
RESUMED.
3. STANDARD SPECIF`-AT'0llS TrL H- ,4`:. -C.. ';
SURVEYOR SHALL APP._ FI-F,
4, THE SIZE AND LOCATI'N �'F i X!STjil T;: A,.F
PER INFORMATION PP0',,11',iE- P, TFIF RES% ljT!l,-
COMPANIES. ALL UIPUT'l( COMT,�,N!ES Sil BF
PRIOR TO ANY EXCAVATION f OR FIELD LOCATIO[,; OF
SERVICES.
5. SERVICE WALKS SHALL BE NON-REINFORCED CO:401RETE
THICK AND 4' IN WIDTH.
6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
7. EXPANSION JOINTS AREA 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO
AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM
D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT
LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D-1,557)-
FILL SHOULD EXHIBIT A MAXIMUM DR)' DENSITY OF AT LEAST 105
PCF, AND HAVE A LIQUID LIMIr LESS THAN 50 AND PLASTICITY NIDEX
OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % HNE-S
PASSING A #200 SIEVE.
13. WATERMAIN VALVES SHALL NOT ;3F 1-9,CATI'l i,'k,5:F PAVEMFKIT
SIDEWALK OR CURB.
14, 100 YEAR FLOODPLAINS, FFLOODAik!' FRING ES AND F:_-,-,-,"DWt,,Y11
NOTE:
STORM SEWER CASINGS TO B[- LABEELLi.)
"DUMP NO WASTE - DRAINS TC! WAI"Er"
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 513' OF
PROPOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057CO2026F.
IS
11 f
ON 4 T.
No.
0000075
!F--- -/V- ATE OF
A,
12/30
S,
'v"D 111�
7� GO
'V AR-
�-p AiNFO HER E
N7EL! DCTUAi. PROPERTY 01 � -HE-
Nil 4, RE NIT TO H
AT!
PRODUCE-, IN 0P N PART;
ITT
'HC 7`111-- 1
C.-PE,` SY
Schneider
THE SCHNEIDER CORPORATION !
-r-
12821 E. New Market St t pt
Suite 301
Carmel, IN 46032
Telephone: 317-569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environments! Enqinee,-ir
Geotechnical Services
GIs Is
Home Builder Services
Interior
d
j
:M14
CD
F;4
4OJE'-7 V,
2 5 0
12/00)
D�A�IVN BY. CHECI
D C- C
FT TME�
T F) T 7
SAN
'AWNG rLES:
r
1"J.EF: 1012-BS-OVJG, 'F"011
XP F. CAI'\.DW',
SHEET NO.:
(C n 3
-j
LO
C)
E-I
W
j
:M14
CD
F;4
4OJE'-7 V,
2 5 0
12/00)
D�A�IVN BY. CHECI
D C- C
FT TME�
T F) T 7
SAN
'AWNG rLES:
r
1"J.EF: 1012-BS-OVJG, 'F"011
XP F. CAI'\.DW',
SHEET NO.:
(C n 3
-j