HomeMy WebLinkAboutAs BuiltF
E
D
C
rA
4
3E
2
M -ME
n -RAE
7 `
3
4
M
5
�'
6
n• ann V p•`
�a
9
TT.C.
M a
Ia
400JE
TA
,
NW
401
M
76
e
i
M
9
w8619
NO 879.67
M
S
86 16 NW.863.06
404
S..
MANHOLE 883.90
86 80 NW 863,70
M
887
4.33 N 865.irl, W .OS SE
406
MANHOLE
0
875.14NE, 875.04 S
V
MANHOLE
BM50
8 614 NL 876.04 SW
613
A
v+
878.64 SW
7469
i ANmT
180.66
1
875.13(12")E
616
1 END SECTION
878.1 12
0
1 INLET884.65
0
6131
I
880.6 12 NW
6191
END SECTION
878.1 12
6201
Q
881.1 12• 881.1 12
N
-
•
635
y
87&10(12')
rA
4
3E
2
M -ME
n -RAE
7 `
3
4
M
5
�'
6
n• ann V p•`
�a
9
3 45' STT'!
IM" W. 813. 7
{
NY E. R3^
12' PATWAY EASEMENT
+r*
+ -12' PA"AY EAS
11 112 13 14 15
HOLEY MOLEY SAYS ...•�L. - .
"DONT
6ANTARY STRUCTURE TABLE
DIG 1 ALL GRADES AT BOUNDARY SHALL MEET rXISTINC GRADES.
TT.C.
M a
Ia
400JE
TA
,
NW
401
M
76
860.98 W 860.88
i
M
9
w8619
NO 879.67
M
S
86 16 NW.863.06
404
S..
MANHOLE 883.90
86 80 NW 863,70
3 45' STT'!
IM" W. 813. 7
{
NY E. R3^
12' PATWAY EASEMENT
+r*
+ -12' PA"AY EAS
11 112 13 14 15
HOLEY MOLEY SAYS ...•�L. - .
"DONT
6ANTARY STRUCTURE TABLE
DIG 1 ALL GRADES AT BOUNDARY SHALL MEET rXISTINC GRADES.
BLIND* 2' 'VERRIIFYALL Ezl� c ' � DCONDITIONS - SNR TO
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH U11UTY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
"ITS THE LAW"Prig D•
CALL 2 MolacMC DAYS BEFORE You D16 - ` 3. STANDARD SPECIFICATIONS FOR THE CITY OF L
1-800-382-5544 CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY
STORM STRUCTURE TABLE A S Tau FREE SEWER AND STORM sEWERs.
PER INDIANA STATE uw IS49-1991. I 4. ANY PART OF .THE SANITARY OR Sr,#RM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
TT.C.
M a
Ia
400JE
TA
r
NW
401
M
76
860.98 W 860.88
i
M
9
w8619
NO 879.67
M
881jeo
86 16 NW.863.06
404
M
MANHOLE 883.90
86 80 NW 863,70
M
887
4.33 N 865.irl, W .OS SE
406
MANHOLE
887.00
875.14NE, 875.04 S
407
MANHOLE
BM50
8 614 NL 876.04 SW
613
WHOLE
886.30
878.64 SW
7469
i ANmT
180.66
1
BLIND* 2' 'VERRIIFYALL Ezl� c ' � DCONDITIONS - SNR TO
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH U11UTY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
"ITS THE LAW"Prig D•
CALL 2 MolacMC DAYS BEFORE You D16 - ` 3. STANDARD SPECIFICATIONS FOR THE CITY OF L
1-800-382-5544 CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY
STORM STRUCTURE TABLE A S Tau FREE SEWER AND STORM sEWERs.
PER INDIANA STATE uw IS49-1991. I 4. ANY PART OF .THE SANITARY OR Sr,#RM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
IT IS AGAINST THE LAW IO EXCAVATE
"OUTIND
SERVICE TWO ( THE 2)WORKI�NG ASSUMED NORTH
T T.C.
M a
END SECTION
871.2 12
r
END SECTION
872.00020)
END SECTION
8720f 18
i
INLET 879.87
874.13(18')W. 873.76051S. 873. 1
NO 879.67
874.%180)W.874.%18')E
SERVICE WALKS SHALL BE N* -REINFORCED CONCRETE 4'
'
1• 1'
9 1 • SW 87 9 15'
r6O8
MANHOLE 883.90
876.4215' SW 876.42051NE
INLET 88284
876.91 15• SW 878. 12• 878.91 15
MANN BO&OO
877.26 120 877.26(15'X
611
1 •
612
INLET 882.84
878. 12 SE
613
INLET 879.15
874. 1 874. i 874.5612
614
INLET 878.86
874.81021N
615
INLET 879.15
875.13(12")E
616
1 END SECTION
878.1 12
617
1 INLET884.65
880.5112 880.511
6131
INLET 884.65
880.6 12 NW
6191
END SECTION
878.1 12
6201
MEET r 885.51
881.1 12• 881.1 12
6211
INLET
•
635
END SECTION
87&10(12')
636
INLET 885.93
W-08021%881. 1
637
INLET 885.93
881.2 12 881.25021N
638
1 END SECTION
861.6 12
6391
END SECTION
87&1 12
640
1 END SECTION
877.00(12")
IT IS AGAINST THE LAW IO EXCAVATE
"OUTIND
SERVICE TWO ( THE 2)WORKI�NG ASSUMED NORTH
5.
GRANULAR MATERIAL
THE SIZE AND LOCATION OF EXISTING UTILITIES SHOMM ARE
DAYS BEFORE COMMENCING WORK.PER
SCALE: 1 „=50'
PROVIDED By THE RESPECTIVE UTILITY
COMPANIES. INFORMATION AUTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6.
SERVICE WALKS SHALL BE N* -REINFORCED CONCRETE 4'
'
THICK AND 4' IN WIDTH.
K
7.
4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8.
EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS,
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
", --�- --' Existing Storm Sewer
EXPANSION JOINTS, CONTRACTION JOINT; AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH
A CONTRACTION JOINT EVERY 20' OR LESS.
New Storm Sewer
9.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS,
10.
ALL CONSTRUCTION ACTIVITY ON TMS SITE TO BE
J ,
Existing Sanitary Sewer
PERFORMED IN CMMARM WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
•
11.
CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES,
New Sanitary Sewer
12.
REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
000 - Existing Contour
PERPETUATED INTO
STORM ST"S INTERCEPTED
/---
NIN
ELEV
WRITING THE OWNER AND THE ENGINEER M ANY
DESC Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
w/ description 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1554 FILL H
® New Pavement Grade UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PAMEUA SUE COX PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
INSTR. 971-8726, '
:� ,.. - : '�- � � All Other Finish Grades
Storm Structure Number Revia'ions
. .�. • 1. 07/23/99, MG: REV15f_D PER TAC COMMF?ITS.
Sanitary Structure Number
\ Flow Arrow. c
,. Denotes Elevation and
1 \ �'� ' \ ' 1 ► 000.0 Approximate Pad Size
/
\ Minimum Flood Protection
MFPG Grade (100 )r. Pond Elev. +2'
F
tlVtn/0 Window Out
BL CK C ;, . s .y� / _ _ _ _ _ 6" Subsurface Drain
\187200 - - 0rJ\STEN.PJ00 =875.12 Swale RFr°y
9500028 ct
Water Maino STATE of
` DETAIL\\ �F D!`� �U�' E
C1 03
Emergency Flood
i WYN 00
t I i .�, • �� �� �, ,,� '�• Routing
TBM UUSSGS BENCHMARK
CUT 'X' NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
CERfIF1ED BY
K � eC1
TMS DRAWN NO 1!E DEA3, Q'I W AIO 0d1E , ODKIA/ED
M9lF7N ARE TME E>IMM 1(1iL,ECP^ PRO" OF TME SMSEW
CORPORATION NO) ARE ICT TO BE VIM OR PUROW N OW OI! N
PART. WT W TME IN I IDI W4W OF TME SDOEI M WWORAT10N.
1999, The Schrle * Capomtlm
r" The
&bneidff
Cor"afton
12726 Hamilton Crossing Blvd. EnKineerinK
Carmel, Indiana Surveying
46032 Landscape Arrhiteetnre
317-574-3797 CIS 0 LIS
317-574-3799 Fax Geology
Former(j Schneider EnRlueerinS Corp. / Bohlen. 119M. C16eon ! Aeroc.
,B'rR M D'E EWP'1 M CO., TN'C.
HIGH GROVE
AAIQLTON COOIrI'°Y, D(IWA
DEVELOPMENT PLAN
Daae Project No. Drmm Approv.
06/18 99 2464.001 C JC
A
C
a
Computer F51es Sheet 30- A
,k �I(�2484\001�GS�C101.OWG
XREF 001ABASWG
OU.-
OU.-OOIBBASLDNiC
XREF: 24640ILT-DWG