HomeMy WebLinkAbout03080010 Townhomes at Rangeline Block B - Construction Plans - Development Plan C102w
may 3
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TOWNHOME #4
FFE= 826.50
824.5
824.5
COURTYARD
Y.D
T C 824.00
825.4
825.4
TOWNHOME #2
FFE= 828.00
825.9
825.9
=FE= 828.00
COURTYARD
Y.D
TC= 826.00
827.0
827.0
NEW GAS LINE
4' ;WA
142' OF 12" PLASTIC PIPE 1.82.V
4' WALK
i +,1(1
1 )11 1- tf ALL
-41O-iS+1A VE N U E N.W.
JOHN NOBEE
0)
EX. SANITARY MANHOLE
T/C 822.91
INV N 812.40 21" RCP ,1
INV W 814.08 8" VCP
INV S 812.48 21" RCP
340 1ST AVENUE W
DONNA THOMAS ia't
330 1SAVENUE N.W.
BRADLY MEYER
ND
DELOREIS BRADL
39'±
Q
SAN1T
EX. 27' PVMT
Ce
X
EX. 50'
A
411 1ST AVEjNUENW"
WILLIAM IGGAM
1
28'±
EX. STREET LIGHT
WALK
NOTE:
THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR
TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES.
0 STORM MANHOLE
T/C 823.21
INV SW 819.53 12" CP
C) BASIN
T/C 823.62
INV W 816.27 18" RCP
INV SW 816.52 12" RCP
INV NE 820.17 12" RCP
INV N 819.81 12" RCP
.4 .�'ti...
Ex
EXISTING STORM SEWER DATA
CATCH BASIN
T/C 823.65
INV SW 820.13 12" RCP
V11ATER
VV
0
0
0
CA CH BASIN
T/ 823.14
IN NE 816.96 12" RCP
IN W 816.99 12" RCP
PR"OSED INVERT
INrIN817.00(12 RCP SE)
CATCH BASIN
T/C 823.18
INV E 817.20 12" RCP
INV S 817.23 12" RCP
INLET
T/C 823.05
INV SE 820.70 6" VCP
BOTTOM -.STR. 818.08
TOP OF WATER 820.63
38'±
335 AVENUE..
EX. 1ST APAR
ROBINSON. ENJE .IS ES___
B
TOWNHOM
4th
0
II I rI4:'1 OHL 1118
4Ra "7 tf"i St_II p`.11 i
r,.
Street
827.0
STORM MANHOLE
TC= 824.60
INV. IN 827.25 (12" E)
INV. OUT 827.25 (12" NW)
BEEHIVE INLET
TC= 826.50
INV. IN 819.85 (6" NE)
INV. OUT 819.85 (12" W
PAVED AREA INLET
TC= 826.50
INV. OUT 820.30 (6" SW)
EX. STREET
z�at
TO REMAIN!
4
R4 ZO
I CC
w_
w
X
u J
CH ARI\CTER
SUB -AREA
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
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 WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE 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.
CK 'B•
S AT RANGELINE
.r.
tr
B5 ZONING
<ID
r )r^I, 1
tiC'•
IN
WATER SERVICE LINE
45' OF 6" PLASTIC
PIPE 1.00%
I
t
HISTORIC RANGELINE
ROAD SUB -AREA
7. EXPANSION JOINTS AREA 10 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 0.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
IN IERCEP IED 10 BE PERPE IUA IED INIO S IORM 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 SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
410 N RANGELINE ROAD
PHILIP 8ic JUDY DUNLAP
'stt11
O T
X 5;W
BLOCK ,-A
(000.00)
I00o.00
1 ME 1
00
FFE
i
310 N RANGELINE ROAD
FELLOWSHIP IN CHRIST, INC.
A
33q N RANGELINE ROAD
CHRiSTIAN. LIBRARY
L
EX. STREET LIGHT
J
m
CD
E ALI<
28'±
16'±
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grades
Storm Structure Number
Sanitary Structure Number
Finished Floor Elevation
w
s
RENT St i
]L,IEc� IEI��
E 1000.00
t
L
Y.D.
x.
2
VMT
l E
t
l
A
I..
t
Flow Arrow
4" Subsurface Drain
Swale (l0
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
Yard Drain
411 N RAG ELIN R(
WILLIAM FOMAN
AND
DONALD SMTH
EX. STREET LIGHT
347 N RANGELINE
ROAD
DONALD LUCAS
EX. STREET LIGHT
321 N RANGELINE
ROAD
AMY] FORBUSH
DEVELOPER.
"IT'S THE_ AW"
CALT: ZpWORKING DAYS BE ORE YOU DIG
1 -800 -382 5544
CALL TOLL FRE
ONI STATE LAW C- 8- 1 -26 -1
ET SEQ. AS AMENDED AN SUPPLEMENTED,
IT IS AGAINST THE LAW EXCAVATE
WITHOUT NOTIFYING THE DERGROUND
'LOCATION WORKING
DAYS BEFORE COMMENCING WORK.
LEY MOLEY SAYS
"DON'T
DIG
BLIND"
ENGINEER.
ASSUMED NORTH
SCALE: 1 20
I.E. INVESTMENTS, LLC
1016 3rd AVENUE SW,
SUITE 100
CARMEL, INDIANA 46032
13171 846 -6641
FAX 13171 814 -2231
STEVE SCHUTZ
THE SCHNEIDER CORPORATION
12821 EAST NEW MARKET ST.,
SUITE 100
CARMEL, IN 46032
13171 569 -8112
FAX 826 -6410
THE SCHNEIDER .CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46 032'
Telephone: 311,569.8112
Fax: 317.826441 0
www.schneidercorp.com
Architecture
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I
No:
9500028
STATE 1 OF Lv
�anrrrlrmur►
DATE: 411 THIS DRAWING AND IL A 'EST NS AND
CONCEPTS CONTAINED HEREIN, A THE EXCLUSIVE
INTELLECTUAL PROPERTY OF ITHE SCHNEIDER
CORPORATION, AND ARE NOT r'0 BE USED OR
REPRODUCED, IN WHOLE O IN PART, WITHOUT
THE WRITTEN CONSENT OF !TE SCHNEIDER
CORPOR
OQ COPYRIGHTED BY THE'. SCHNEIDER CORP. (2003)
DATE:
07/18/03
DRAWN BY:
DCC
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PROJE T NO.:
t 80.001
CHECKED BY:
SHEET TITLE:
DEVELOPMENT PLAN
BLOC:
DRAWING FILES:
N: \4K \4580 \001 \DWGS\I3LOCK ti
XREF: 4580- A- BS.DWG
XREF: 4580 -B- BS.DWG
XREF, 4580001S.DWG'
XREF: IDS -AREAM AP.DWG