HomeMy WebLinkAbout030-00 SP Development Plan.110
2 3 4 5 6 7 8 9
I Em�
AD H%J U J I) Z;)Z-%Z1J
Denotes Elevation and (317) 848-4726
New Sanitary Sewer X 7, ndiano 1-800-382-5544
000.0 -Approximate Pod, Size Utility Hotline: within I
i
753.3 �52-8 outside Indiana 1-800-428-5200
>1 000 Conto uk-,\
Existing 81 NOTE
_X__ �1 I X�� . �1_1\ FIEL 15 1_5
Ln I and locations provided by the
6" Subsurface Drain `r 75' ILJ 752.8 ? The size and location of uNities are per plans be notifled prior to any
x ELEV w/ dej pti - - respective utility companies. All utility companies sholl
Existing Elevation
DESC 755.4 excavation for field location of services.
753.2, 7 5 3.22 _J
119
7
7'1: 4.2, X
rx" NeW Pavemen"rade
Swale R) -EXz TC -750.71 x:), 7 75
1. 4.
752 72 H 7 5 2.3 GLEN 741
All Other MARS N
X
-W _X /51.6 2.6
(inish Grad� 144 Water Main C22 752.5
T X
T I
7 5 2.9 X
Corrected Gr0es X
X (000.00)" 751.7 82 118
753.5 752.6 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
I 1 1 7-51.7-
X J4. 751 .,D A
753.3 X X x 117
X 116
J I 7r 3.7
X THE LAKIE5 Ar-, 7 d?
EX. 30" RCP 1. 17-1 F- 7
51- 1 HAZEL DE
!:±J- L'i
753.6 751.9 1 X EMNG SEC \,\T�REE 752.3
83 51.71
IIR X X X OCP
X
753.4
753.5
X RELOCATE EX. FENCE
X EX. TC -750.44 I M!, 53.1 115 752.9
';,�ME oop r,'.02 \ 101.02'
136.90! .00, 80. �98.981 -
7� 73.60' -4 EX. 30" R P 752.1 X 000 X X
5 7,: 3. C�m 757.19-�__�
20'--.DU&SE 751 EX. TC -753.11 718 =
T.C. CL; " EX 36" RCP`1
LO LO X im *
7;bl -U-)
752.4 C14 751.0
130.00'
cy) - - ----
X (07n) 40
RP
85' ofl -7 10' DU&SE c6
O.�
88
753. " I 7A4P 0 r-
86 85
755.0 87 LLJ
X 114 09 752,3
V) 0
CO] 0
.5 754.0 753.5 �518 U2 -c:, 753.5 LO C) X
be CD Jd
COMMON AREA
F6 C> in =D I I
1 1 93.4 -25' B.L. '�4 Cq 751.5
X
LAK #2W
7 4.4 64.6&� 25' DU&SE
-A5.5 `00' -
1, .0 1.0
X 7 0
,OW t 0 N. P 746.30
Aof!!!�_ 77�
J 46 79' 8 (0) b. 76.02' 130.00,
CD CAD 489
IR CY)
"b 26' of 12' 2 -J 749.23
M 751.V '1 100 R.
-,n X (P
2+00+o6o% 1+00 +0.60% D+ 35 2.08% a- FIELD 752.5
98.95 +1.76% 3+ +0.60% 3+00 KENDER�Y COURT
7b4.
4:1 ME 6 X
127.60' C52D
X
3 7A 19'
75�. 4 49.780 80.00' 80.00 CP 0 .6 X
390 of 8' P 0.45% 25' DU& 485 9
Id tyl
64.68� 2 25' B.L.
V) 756.5
-7507
C) CD, 94 95 - 1.4
155 CD 92 93 _CD X 112,
Ui X c�- 753.0
8 2' �1 6
Cq 754.0 111 753.8 51.8
754.5
91 75 0)
,/54.41.
X
755.0 7
752.1
C) C4 9 C6.
53.3 DU& 717 10' DU&SE X - 7 751.2 702
L 10,_
80.0
.12' _4 135.45' 80.00, 0' 80.00' 6
753J
78
.6
A --RCP- THE LAKES AT'/X
246' of 12' 160' of 24* RCP
AZEL DELL /
0 0.55% 00.15% X
RE,,L'SECTIOVOUR
752.1 0
753.3 X
X
U-) 116' of 12' RCP
- 1XP
r 75, .8 753.4 00-55%
X X
X
FIELD
707 7-1,,6
78' of 12*
L 715 00.61 X
X
483
4.8 703
3 7 5 2.-:7'
X
750.3 4
1 f53.6 -7
3
X
X 1-11
706
V X
X
X
753.
142' of 18' RCP
750.2
oO- 704
-7-52-fy 00.203%
- - - - -F M
7
T_ - I X
'53.7 177' of 21' RCP
X 0 0.20% X OMMON AR X
t 5.3.6 THE LAKES AT 751.6
7153 6 1
X* X 1__� HAZEL DELL STUB 10' 1/
FUTURE �SECTION FOUR 12' RCP SW 0
7
0.67% CAP & SEAL E<
X
7
---750.A
752.6
705
4.1 753.5
753.7 X
X X 751.5
49.9
X X
X
754.2
C;
------- 750.7
X 755.2
X ::57��7 5
5.3 A-
756.4 75',3_3
X
�Xl t,
7.97
X h* X
Ah
756.2 755.5 X 4.5
755.2 755.6 X 753 5 X
X X
X 755.9 7586
756.1 CD 52.2
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
7 -9 �7_140 VERIFY ALL E�CSTING UTILITIES AND CONDITIONS
X 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 UTILITY 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
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA
SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED NTH
GRANULAR MATERIAL.
5. THE SZE AND LOCAT10N OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVI E RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4'
THICK AND 4' IN WIDTH.
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANS10il JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS NTH A
CONTRACTION JOINT EVERY 20' OR LESS.
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 NTH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MlN1MIZE DAMAGE TO EXISTING TREES.
12. REMOVE AND BACKFILL ALL AREAS W`HERE 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.
13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OFTHE MAXIMUM DRY DENSITY (ASTM D-1557).
14. ALL EXISTING WELLS WHICH ARE TO BE ABANDONED MUST BE
ABANDONED IN ACCORDANCE NTH CURRENT CITY OF CARMEL
STANDARDS AND POLICIES.
15. AT NO TIME SHALL VEHICLES BE PARKED WITHIN HAZEL DELL
PARKWAY RIGHT-OF-WAY. MOTOR VEHICLES ARE PROHIBITED
FROM DRIVING ON ASPHALT PATH.
000
75'
2.6
X
G� -7' 3.
------------------
752 7 3
-L--J7 5 3.5
752.5
X
75�.12
X
>
SANITARY BORING REQUIRED,7 0
UNDER HAZEL DELL PARKWAY, X
-1. 16' CASING WITH GROUT R�QUIRED. ><
2. STAINLESS STEEL CASING SPACERS REQUIRED. UJ I
--C.ONNECT-TG-E-YJSTING-36"ANITARr-L[NE .41
CORE DRILL REQUIRED
7 c: 3. C, X 2j� 3of � PVC 0 0.45% X 7b3.7
X 752.9
752.8 7153.6
752.9
HOLEY MOLEY E
DON'T
DIG
BLIND
IT'S THE L
CALL 2 WORKING DAYS BEFI
1-800-382-%W
CALL TOLL FREE
PER INDIANA STATE LAW IS
IT IS AGAINST THE LAW TO
WITHOUT NOTIFYING THE LIN
LOCATION SERMCE TWO (2)
DAYS BEFORE COMMENCING
ASSUMED NORTH
SCALE: 1 " = 50 '
I
�1@814 121110,04"1
HSE 119 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA ENTRANCI
ROAD. WEST OF NORTH ENTRANCE WALL.
ELEVATION 822.36 (NAID 1983)
T.B.M. f1O0 5/8- REBAR W/ RED CAP STAMPED -RANDOM' SET El
T.B.M. f1011 5/8' REBAR W/ RED CAP STAMPED -RANDOM' SET El
T.B.M. f102 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET E
T.B.M. f1103 - 5/8' REBAR W/ RED CAP STAMPED "RANDOM' SET E
Revisions
1. DCC 02/07/00-. REMSED PER TAC.
Vi L
;�J-0-
N o.
9800085
-)0- STATtur
U 441
;%\
<cl,
....... ....
CERTIFIED BY
THS DRAWING AND TIrf MAS, DESIGNS AND CONCEPTS CC
HF<nN AFtE THE ExCLUSvE INTELLECTUAL PROPERTY OF THE
CUKRATICN AND AM NOT TO BE USED OR REPRWUCED IN V
PART, WMT TK WITTEN CONSENT OF THE SCHNODER CC
1999, The Schneider Corporatio
11,
Sdmeida
0
Coiporaton
3020 North Post Road Engir
Indianapolis, Indiana SUrVE
46226-6518 Land,
317-898-8282 GIS @
317-899-8010 Fax Geolc
Formerly Schneider Engineering Corp. / Bohlen, Mey
ZAIUG HOUK
THE LAKES AT HAZEL DELL, S1
CARMEL, INDIANA
DEVELOPMENT PW
Date Project No. Drawn
12/03/99 1442.002 DCC
Computer Files Sheet No.
40 SANITA J: \1 442 - D02\DWG\SEC- 3\C1 01 -DING 45
XREF: J:-X1442\DO2\DWG;S\1BS -2\2BS
XREF- J-\1442\DO2\DWGS\SEC
XREF: J:\1442\D02\DWGS\11442002L
kit' C'AWTJ XREF: I:\1442\O02\DWGS\SEC-3\3BS.DWG
XREF: J-\1442\002\DWGS\SEC-4\48S.DWGI
UTILITIES -
CARMEL
GAS
ELECTRIC
STORM SEWER
SANITkRY SEWER
Indiana Gas Company
PS Energy
1441 South Guilford
City Engineer
City of Carmel
Carmel City Utilities
i Civic Square
15900 Allisonville Rood
P.O. Box 1700
P.O. Box 876
1 Civic Square
Carmel, IN 46032
(317) 571-2442
Existing Storm Sewer
Storm Structure Number
Nobiesv4le, IN 46060
(317) 776-5W
Camel, IN 46032
(317) 581-3040
Carmel, IN 46032
(317) 571-2441
Sanitary Structure Number
TELEPHONE
CABLE TV
WATER
STREETS
New Storm Sewer
Ameritech
Time Warner Cable
Carmel City Utilities
Carmel Street Department
211 Second Street, S.W.
Flow Arrow
5&58 North College Avenue
516 East Carmel Drive
I Civic Square
Carmel, IN 46032
Carmel, IN 46032
17 Q nifnr (Zowar
Indianapolis, IN 46220
P.O. Box 668
r-1 IN AA632
(317) 571-2442
(317) 571-2637
AD H%J U J I) Z;)Z-%Z1J
Denotes Elevation and (317) 848-4726
New Sanitary Sewer X 7, ndiano 1-800-382-5544
000.0 -Approximate Pod, Size Utility Hotline: within I
i
753.3 �52-8 outside Indiana 1-800-428-5200
>1 000 Conto uk-,\
Existing 81 NOTE
_X__ �1 I X�� . �1_1\ FIEL 15 1_5
Ln I and locations provided by the
6" Subsurface Drain `r 75' ILJ 752.8 ? The size and location of uNities are per plans be notifled prior to any
x ELEV w/ dej pti - - respective utility companies. All utility companies sholl
Existing Elevation
DESC 755.4 excavation for field location of services.
753.2, 7 5 3.22 _J
119
7
7'1: 4.2, X
rx" NeW Pavemen"rade
Swale R) -EXz TC -750.71 x:), 7 75
1. 4.
752 72 H 7 5 2.3 GLEN 741
All Other MARS N
X
-W _X /51.6 2.6
(inish Grad� 144 Water Main C22 752.5
T X
T I
7 5 2.9 X
Corrected Gr0es X
X (000.00)" 751.7 82 118
753.5 752.6 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
I 1 1 7-51.7-
X J4. 751 .,D A
753.3 X X x 117
X 116
J I 7r 3.7
X THE LAKIE5 Ar-, 7 d?
EX. 30" RCP 1. 17-1 F- 7
51- 1 HAZEL DE
!:±J- L'i
753.6 751.9 1 X EMNG SEC \,\T�REE 752.3
83 51.71
IIR X X X OCP
X
753.4
753.5
X RELOCATE EX. FENCE
X EX. TC -750.44 I M!, 53.1 115 752.9
';,�ME oop r,'.02 \ 101.02'
136.90! .00, 80. �98.981 -
7� 73.60' -4 EX. 30" R P 752.1 X 000 X X
5 7,: 3. C�m 757.19-�__�
20'--.DU&SE 751 EX. TC -753.11 718 =
T.C. CL; " EX 36" RCP`1
LO LO X im *
7;bl -U-)
752.4 C14 751.0
130.00'
cy) - - ----
X (07n) 40
RP
85' ofl -7 10' DU&SE c6
O.�
88
753. " I 7A4P 0 r-
86 85
755.0 87 LLJ
X 114 09 752,3
V) 0
CO] 0
.5 754.0 753.5 �518 U2 -c:, 753.5 LO C) X
be CD Jd
COMMON AREA
F6 C> in =D I I
1 1 93.4 -25' B.L. '�4 Cq 751.5
X
LAK #2W
7 4.4 64.6&� 25' DU&SE
-A5.5 `00' -
1, .0 1.0
X 7 0
,OW t 0 N. P 746.30
Aof!!!�_ 77�
J 46 79' 8 (0) b. 76.02' 130.00,
CD CAD 489
IR CY)
"b 26' of 12' 2 -J 749.23
M 751.V '1 100 R.
-,n X (P
2+00+o6o% 1+00 +0.60% D+ 35 2.08% a- FIELD 752.5
98.95 +1.76% 3+ +0.60% 3+00 KENDER�Y COURT
7b4.
4:1 ME 6 X
127.60' C52D
X
3 7A 19'
75�. 4 49.780 80.00' 80.00 CP 0 .6 X
390 of 8' P 0.45% 25' DU& 485 9
Id tyl
64.68� 2 25' B.L.
V) 756.5
-7507
C) CD, 94 95 - 1.4
155 CD 92 93 _CD X 112,
Ui X c�- 753.0
8 2' �1 6
Cq 754.0 111 753.8 51.8
754.5
91 75 0)
,/54.41.
X
755.0 7
752.1
C) C4 9 C6.
53.3 DU& 717 10' DU&SE X - 7 751.2 702
L 10,_
80.0
.12' _4 135.45' 80.00, 0' 80.00' 6
753J
78
.6
A --RCP- THE LAKES AT'/X
246' of 12' 160' of 24* RCP
AZEL DELL /
0 0.55% 00.15% X
RE,,L'SECTIOVOUR
752.1 0
753.3 X
X
U-) 116' of 12' RCP
- 1XP
r 75, .8 753.4 00-55%
X X
X
FIELD
707 7-1,,6
78' of 12*
L 715 00.61 X
X
483
4.8 703
3 7 5 2.-:7'
X
750.3 4
1 f53.6 -7
3
X
X 1-11
706
V X
X
X
753.
142' of 18' RCP
750.2
oO- 704
-7-52-fy 00.203%
- - - - -F M
7
T_ - I X
'53.7 177' of 21' RCP
X 0 0.20% X OMMON AR X
t 5.3.6 THE LAKES AT 751.6
7153 6 1
X* X 1__� HAZEL DELL STUB 10' 1/
FUTURE �SECTION FOUR 12' RCP SW 0
7
0.67% CAP & SEAL E<
X
7
---750.A
752.6
705
4.1 753.5
753.7 X
X X 751.5
49.9
X X
X
754.2
C;
------- 750.7
X 755.2
X ::57��7 5
5.3 A-
756.4 75',3_3
X
�Xl t,
7.97
X h* X
Ah
756.2 755.5 X 4.5
755.2 755.6 X 753 5 X
X X
X 755.9 7586
756.1 CD 52.2
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
7 -9 �7_140 VERIFY ALL E�CSTING UTILITIES AND CONDITIONS
X 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 UTILITY 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
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA
SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED NTH
GRANULAR MATERIAL.
5. THE SZE AND LOCAT10N OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVI E RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4'
THICK AND 4' IN WIDTH.
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANS10il JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS NTH A
CONTRACTION JOINT EVERY 20' OR LESS.
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 NTH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MlN1MIZE DAMAGE TO EXISTING TREES.
12. REMOVE AND BACKFILL ALL AREAS W`HERE 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.
13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OFTHE MAXIMUM DRY DENSITY (ASTM D-1557).
14. ALL EXISTING WELLS WHICH ARE TO BE ABANDONED MUST BE
ABANDONED IN ACCORDANCE NTH CURRENT CITY OF CARMEL
STANDARDS AND POLICIES.
15. AT NO TIME SHALL VEHICLES BE PARKED WITHIN HAZEL DELL
PARKWAY RIGHT-OF-WAY. MOTOR VEHICLES ARE PROHIBITED
FROM DRIVING ON ASPHALT PATH.
000
75'
2.6
X
G� -7' 3.
------------------
752 7 3
-L--J7 5 3.5
752.5
X
75�.12
X
>
SANITARY BORING REQUIRED,7 0
UNDER HAZEL DELL PARKWAY, X
-1. 16' CASING WITH GROUT R�QUIRED. ><
2. STAINLESS STEEL CASING SPACERS REQUIRED. UJ I
--C.ONNECT-TG-E-YJSTING-36"ANITARr-L[NE .41
CORE DRILL REQUIRED
7 c: 3. C, X 2j� 3of � PVC 0 0.45% X 7b3.7
X 752.9
752.8 7153.6
752.9
HOLEY MOLEY E
DON'T
DIG
BLIND
IT'S THE L
CALL 2 WORKING DAYS BEFI
1-800-382-%W
CALL TOLL FREE
PER INDIANA STATE LAW IS
IT IS AGAINST THE LAW TO
WITHOUT NOTIFYING THE LIN
LOCATION SERMCE TWO (2)
DAYS BEFORE COMMENCING
ASSUMED NORTH
SCALE: 1 " = 50 '
I
�1@814 121110,04"1
HSE 119 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA ENTRANCI
ROAD. WEST OF NORTH ENTRANCE WALL.
ELEVATION 822.36 (NAID 1983)
T.B.M. f1O0 5/8- REBAR W/ RED CAP STAMPED -RANDOM' SET El
T.B.M. f1011 5/8' REBAR W/ RED CAP STAMPED -RANDOM' SET El
T.B.M. f102 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET E
T.B.M. f1103 - 5/8' REBAR W/ RED CAP STAMPED "RANDOM' SET E
Revisions
1. DCC 02/07/00-. REMSED PER TAC.
Vi L
;�J-0-
N o.
9800085
-)0- STATtur
U 441
;%\
<cl,
....... ....
CERTIFIED BY
THS DRAWING AND TIrf MAS, DESIGNS AND CONCEPTS CC
HF<nN AFtE THE ExCLUSvE INTELLECTUAL PROPERTY OF THE
CUKRATICN AND AM NOT TO BE USED OR REPRWUCED IN V
PART, WMT TK WITTEN CONSENT OF THE SCHNODER CC
1999, The Schneider Corporatio
11,
Sdmeida
0
Coiporaton
3020 North Post Road Engir
Indianapolis, Indiana SUrVE
46226-6518 Land,
317-898-8282 GIS @
317-899-8010 Fax Geolc
Formerly Schneider Engineering Corp. / Bohlen, Mey
ZAIUG HOUK
THE LAKES AT HAZEL DELL, S1
CARMEL, INDIANA
DEVELOPMENT PW
Date Project No. Drawn
12/03/99 1442.002 DCC
Computer Files Sheet No.
40 SANITA J: \1 442 - D02\DWG\SEC- 3\C1 01 -DING 45
XREF: J:-X1442\DO2\DWG;S\1BS -2\2BS
XREF- J-\1442\DO2\DWGS\SEC
XREF: J:\1442\D02\DWGS\11442002L
kit' C'AWTJ XREF: I:\1442\O02\DWGS\SEC-3\3BS.DWG
XREF: J-\1442\002\DWGS\SEC-4\48S.DWGI