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867.66 NE
866.28 SW
SANITARY MANHOLE
NEENAH R-1642
r
MANHOLE
876.30
868.70 NE
868.60 SW
SANITARY MANHOLE
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8 I 88,
882.4 I ,
r I N G 1 `L5 �� ;:25' DUdcSE
^'`? 13 s1.49'
HI H .GROVE -�� } . 881.1 Q
ECTION 1 w \
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00
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' 15' DU&SE 8803 , o
879.9 EX. 18" RCP
,r f EX. TC=879.94 ...- , . EX.
i / �?' 15' DU&SE 124.64 880
12 28' B -B
10
LO
'n 10• .. n
=81.67
EX. TC 8 N 882
- - 127.11' 882.5 y►
50' w
.�1n
COMMON AREA ° ., 11 :r
2L 1
883.0 +
h/ - I _
t�'r 981 j' 6" FORCE MAI OU&SE-�• t X-112
_ N -•7 �
EX.; ^�'�• � RCP M
- N i�
S - _ 'roc ,
f ,•
AW -CUT fX. PAVEMENT �'
11
C t -- - -'---- -
j- Ba
8.46
FX -'_ --
,
t,
EX. PVC
t, i.. _ BEGIN' CONSTRUCTION
STA. 9+27.64 + �,
SAW CUT EX. PAVEMENT
29 28 ,5,27
30 ;
B {
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/
A �-ERICH/ K. LANG ^y
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1 4 2 3 5
SANITARY STRUCTURE TABLE
STORM STRUCTURE TABLE
Str.#
T e
T.C.
Structure Type _
Inverts
Structure T e
Costin T e
MANHOLE
876.99
865.50 NE
EX. 861.01 W&S
SANITARY MANHOLE
NEENAH R-1642
ROLL CURB INLET
MANHOLE
875.80
867.66 NE
866.28 SW
SANITARY MANHOLE
NEENAH R-1642
r
MANHOLE
876.30
868.70 NE
868.60 SW
SANITARY MANHOLE
NEENAH R-1642
INLET
MANHOLE
875.90
869.40 SE
NEENAH R -3501-N
SANITARY MANHOLE
NEENAH R-1642
870.6015
MANHOLE
1881.00
1864.G4 S
END SECTION
SANITARY MANHOLE
INEENAH R-1642
STORM STRUCTURE TABLE
Str.#
Type I T.C.
Inverts
Structure Type _
',asting Type
626
END SECTION
871.50(12-)
END SECTION
627
INLET 874.90
871.7012" SW
ROLL CURB INLET
NEENAH R -3501-N
628
END SECTION
870.6012"
END SECTION
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
629
INLET
1874.89
871.7415" NW 871.74 15" SW
ROLL CURB INLET
NEENAH R -3501-N
6301
INLET
1874.89
871,8518" NW
ROLL CURB INLET
NEENAH R -3501-N
631
END SECTION
870.6015
END SECTION
"IT'S THE LAW"
632
END SECTION
870.7515"
END SECTION
-
633
END SECTION
869.38(42")
END SECTION
634
END SECTION
869.73(42')
END SECTION
SPECIFICATIONS FOR ALL SANITARY SEWERS.
635 1
END SECTION
869,38(42')
END SECTION
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
6361
END SECTION
869,73(42')
END SECTION
WITHOUT THE GND
1J
HOLEY MOLEY SAYS
"DON'T
DIG 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M
BLIND"
2.
IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
SERVICES.
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
6.
SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THICK AND 4' IN WIDTH.
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
N I
7.
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
_A \
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK
874.6`
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
"IT'S THE LAW"
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
RESUMED.
CALL 2 WORKING DAYS BEFORE YOU DIG
-
3.
STANDARD SPECIFICATIONS FOR HAMILTON COUNTY SURVEYOR 4 -
1-800-382-5544
Existing Storm Sewer
SHALL APPLY FOR ALL STORM SEWERS AND C.T.R.W.D. STANDARD L
Y-•. I
SPECIFICATIONS FOR ALL SANITARY SEWERS.
CALL TOLL FREE
I
4.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
- -'0 -
RUNNING WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
WITHOUT THE GND
ASSUMED NORTH
ALOCATION
LOCATIONNOTIFYING
SERVICE TWO (2)DWORKII
5.
THE SIZE A DGRANULAR
OF EXISTING UTILITIES SHOWN ARE _
_
DAYS BEFORE COMMENCING WORK.PER
SCALE: 1"=50'
10.
BY THE RESPECTIVE ITY
TIY
3
NOW
Existing Sanitary Sewer
COMPANIES SHOULD E NODED
COMPANIES ALL U11LLITION
TIFIED
i
818.2. ME
105.00' _ -- -- <
O,I o
I
C i 74.:
! • N ( I;
878 2 ME
;a
I � ,
i Swa a (1w ,
No.
0000075
' ( Emergency Flood A- STATE OF
Routing A- STATE
At
70NAILu�E�""�,.
EXISTING . Protective Bollards
874.4 878.0 ME CLAY SPRINGS 15' o -c _
CERTIFIED BY
SECTION "'2 _ it
� BFE- Base Flood Elevation g1=
I i (100 Year) THIS DRANANG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSWE INTT]lrrn1AL PROPERTY OF THE SCHNEIDER
I ,
I 1) , \
r c E
O '
N
c,4
876.5
o 5,
o �:
NOTE:
AT STATION 12+30, SSD TO DAYLIGHT INTO EITHER
SIDE OF CREEK. SSD IS NOT TO CROSS THE
TWO(2) 42" RCP STORM PIPES.
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
r
SERVICES.
6.
SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
K
N I
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
874.6`
___
j
KF DU&SE000
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
f
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
- 0
Existing Storm Sewer
EXPANSION JOINTS, CONTRACTION JOINTS AND
Y-•. I
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH
A CONTRACTION JOINT EVERY 20' OR LESS.
- -'0 -
New Storm Sewer
9•
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
3
NOW
Existing Sanitary Sewer
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
New Sanitary Sewer
11.
12.
CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
�- 000
- Existing Contour
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
--
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
x ELEV
Existing Elevation
WRITING THE OWNER AND THE ENGINEER IN ANY
WHERE THIS
DESC
CIRCUMSTANCES CANNOT BE ACCOMPLISHED.
w/ description
13.
ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
000.00
New Pavement Grade
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
14.
DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
000.00
All Other Finish Grades
MOUNDS OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE
RIGHT OF WAY.
00o
Storm Structure Number
_
Revisions
1,MG, 08/21/00, REVISED PER TAC COMMENTS.
0o
Sanitary Structure Number
Flow Arrow
G
Denotes Elevation and
000.0
Approximate Pad Size
Minimum Flood Protection
a'
MFPG
Grade (100 yr. Pond Elev. +2')
Vin/0
Window Out
F
6" Subsurface Drain
It 000.00
\"���Qq�UnIII1g4y�i�/i
�°\0�QpN T Bf,"1&1,
NOTE:
AT STATION 12+30, SSD TO DAYLIGHT INTO EITHER
SIDE OF CREEK. SSD IS NOT TO CROSS THE
TWO(2) 42" RCP STORM PIPES.
6 7 1 8 9 10 I 11 ( 12
13
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
14
15
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, 1WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
2000, The Schneider Corporation
r � The
Sdmeider
Corporation
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS . LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
ESTRIDGE DEVELOPMENT CO., INC.
HIGH GROVE - SECTION 2
HAMILTON COUNTY, INDIANA
DEVELOPMENT PLAN
Date Project No. Drain Approv.
06/16/00 2464.002 BET
0
C,
Computer Files Sheet No. A
J:\2K\2464\002\DWGS\C101.DWG
XREF: OOIABASE.DW002BASE.DWGG (011011
XREF: 002BASE.DWG
XREF: 246401LT.DWG
875.8
r
N I
874.6`
___
j
KF DU&SE000
r;
f
1
Y-•. I
6 7 1 8 9 10 I 11 ( 12
13
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
14
15
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, 1WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
2000, The Schneider Corporation
r � The
Sdmeider
Corporation
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS . LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
ESTRIDGE DEVELOPMENT CO., INC.
HIGH GROVE - SECTION 2
HAMILTON COUNTY, INDIANA
DEVELOPMENT PLAN
Date Project No. Drain Approv.
06/16/00 2464.002 BET
0
C,
Computer Files Sheet No. A
J:\2K\2464\002\DWGS\C101.DWG
XREF: OOIABASE.DW002BASE.DWGG (011011
XREF: 002BASE.DWG
XREF: 246401LT.DWG
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10/30/97
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DATE:
10/30/97
SIDE ELEVATION
SIDE ELEVATION
SCALE - 1/4° = 1'-0"
A2
DATE:
08/01/97
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DATE:
08/01/97
FOUNUA I WN ROM,
i. ALL FOUNDATION WALLS TO BE 8' THICK UNLESS NOTED OTHERWISE (U.N.O.)
2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.)
3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS (U.N.O.)
4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)
5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION.
6. FOUNDATION DIMENSIONS TO 8' PORTION OF FOUNDATION WALL (U.N.O.)
7. ALL BASEMENT POURED CONCRETE WALLS TO BE 8'-0' IN HEIGHT (U.N.O.)
8. ALL PRECAST LINTELS SHALL HAVE LINTEL POCKETS AS REQUIRED
- TYPICAL POCKET SIZE TO BE 8-1/8'w x 8-1/8'h X 4'd (U.N.O.)
9. ANCHOR BOLTS TO BE INSTALLED WITHIN 12' FROM EACH CORNER AND EVERY
6' O.C. THERE AFTER.
Inotes.fndof
lww.fw
FOUNDATION PLAN
scale'. 1/4' = t'-0'
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SCALE - 1/4" = 1'-0"
C.M.U. WALL
C.H.U. WALL WITH BRICK
ar_
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POURED CONCRETE WALL
�
- - - - - - - - -
L-----
CONTINUOUS FOOTING
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(2) 4"x8' PRE -CAST LINTELS
- - Nom-
BEAM ABOVE (SIZE/TYPE NOTED)
L
BP
BEAM POCKET (SIZE NOTED ON DRAWINGS)
J
WALL PLATE LINE MARKER
E
PRE -CAST LINTELS (2) TYPE 'A'
�OR OTHER - SEE
BELOW) BOTTOM OF LINTELS AT 32 BELOW TOP OF
FOUNDATION WALL (OR AS NOTED
OTHERWISE)
Q
A - 32' long F - 72" L
- 112'
B-40 6-80
M-120
w
C-48' H-88'
N-128'
D-56' I-96'
0-136'
Z
E - 64' J - 104'
P - 144'
lww.fw
FOUNDATION PLAN
scale'. 1/4' = t'-0'
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DATE:
02/13/98
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DATE:
02/13/98
1. USE (2) -2x4 CRIPPLES UNDER EACH END OF HEADER
FOR OPENINGS 8'-0' OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER
EACH END FOR BEARING SUPPORT
4. ALL WALLS TO BE 2x4 STUDS AT 16' O.C. UNLESS
NOTED OTHERWISE
5. SEE SHEET St FOR BEAM CENTERLINE DIMENSIONS
6. STANDARD HEADER HEIGHT AT 6'-10 7/8' A.F.F. (U.N.0)
7. FINISH FLOOR REFERENCES ARE TO TOP OF CONCRETE FLOOR
of
FOUNDATION FLOOR PLAN,scale ,i4•-, o.
XX'. XX'
SCALE - i/4" = 1'-0"
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FOR OPENINGS 8'-0 OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER
EACH END FOR BEARING SUPPORT
4. ALL TREATED SILL PLATE WILL BE OFFSET 1/2' IN FROM
OUTSIDE OF FOUNDATION WALL U.N.O.
5. ALL WALLS TO BE 2x4 STUDS AT 16' O.C. UNLESS
NOTED OTHERWISE
6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP
7. STANDARD HEADER HEIGHT TO BE AT 6'-10 7/8' A.F.F. (U.N.O.)
B. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR
FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL,
PARTIAL BASEMENT, AND FULL BASEMENT PLANS
9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED
OF DBL. 2X12 W/ 1/2" SHIM MATERIAL (U.N.O.)
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1. USE (2)-2X4 CRIPPLES UNDER EACH END OF HEADER
FOR OPENINGS 8'-0' OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEANS TO HAVE MINIMUM (2) -2x4 STUDS RIDER
EACH END FOR BEARING SUPPORT
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NOTED OTHERWISE
6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP
7. STANDARD HEADER HEIGHT TO BE AT 6'-10 7/8' A.F.F. (U.N.O.)
B. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR
FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL,
PARTIAL BASEMENT, AND FULL BASEMENT PLANS
9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED
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FINISH NM -
1. ALL DRYWALL TO BE 1/2' THICK UNLESS NOTED OTHERWISE
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UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
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WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER
BOARD UNLESS NOTED OTHERWISE.
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FINISH NUM
1. ALL DRYWALL TO BE 1/2' THICK UNLESS NOTED OTHERWISE
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UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
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09/29/97
FINISH NUM,
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE
2. ALL FLOOR DECK AREAS TO HAVE 1/4' STRUCTURE WOOD
UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8' PLYWOOD UNDERLAYMENT
WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER
BOARD UNLESS NOTED OTHERWISE.
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48 PRE -CAST CONCRETE
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DATE:
08/01/97
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68' ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68' ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72' ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72' ABOVE FINISH FIRST FLOOR (U.N.O.)
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04/23/01
MUMICAL PLAN 5]
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68' ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72' ABOVE FINISH FIRST FLOOR (U.N.O.)
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DATE:
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DATE:
06/01/01
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68' ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68' ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72' ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72' ABOVE FINISH FIRST FLOOR (U.N.O.)
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ELECTRICAL SYMBOL LEGEND
SINGLE POLE SWITCH
THREE WAY SWITCH
4-0-
FOUR NAY SWITCH
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SMOKE DETECTOR
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CHIMES
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INTERCOM
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SECOND FLOOR ELECTRICAL PLAN.
scale: 114 11 = i' -o11•
XX'. XX'
SCALE - i/411 = V-0"
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