HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK D - Brenwick Realty, Construction Plans pg. 03I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N: \1238 \035 \DWGS \C102.DWG
XREF: 005bs.DWG, 033bs.DWG
XREF: 3001 AbsS.DWG, 3004bs.DWG
XREFI 035- BS.DWG
SHEET NO.:
.r
02
STORM MANHOLE
896.08
602
Al
1, n
896.99
892.23 (12" W, 12" SE)
603
PAVED AREA INLET
897.02
892.72 (12" W, 12" E)
604
PAVED AREA INLET
897.32
893.32 (12" E)
Str,#
DATE:
9/07/04
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N: \1238 \035 \DWGS \C102.DWG
XREF: 005bs.DWG, 033bs.DWG
XREF: 3001 AbsS.DWG, 3004bs.DWG
XREFI 035- BS.DWG
SHEET NO.:
.r
02
STORM MANHOLE
Str,#
Type
T.C.
Invert(s)
EX.1
CURB INLET
895.89
888.36 (EX. 18 NW, 882.21 (EX. 24" SE), 890.92 (12" SW)
891.16 (12" NW, 12" NE)
601
STORM MANHOLE
896.08
602
PAVED AREA INLET
896.99
892.23 (12" W, 12" SE)
603
PAVED AREA INLET
897.02
892.72 (12" W, 12" E)
604
PAVED AREA INLET
897.32
893.32 (12" E)
897.85
898. -49
897.40
897.90
897.40
897.93
897.43
897.79
898.22
PROPOSED 6" PVC
SANITARY LATERAL
MIN. 1% SLOPE
897.84
1897.981
1897.951
897.65
897.55
m
0)
co
TC 3
897.40
897.49
E EX. 6 CHAIRS
CURB
1897.781
TC
(897.28)GUT
TC
(897.23)GUT
1897.731
:Ti'-
IIfflhIII
11!1111111
898.09
898.09
898.03
897.38
PROPOSED 6 -P-_ C
541TARY LATER L
1897.661TC MIN. It SLOPS`
(897.16)GUT
898.09 (898.20
PROPOSED
BUILDING
FFE= 898.28
a
96.65
C.O.
TC= 898.20
WYE LAT.
1 +08
CONNECt t0 EXISTING
WATER MAIN
PROP. 15' SE
SANIT
MIN. 1
SED 6" PVC
RY LATERAL
o SLOPE
T ioo 12
897.:11 TC
896 D GU
CURB MEET
TC=8974)
)NV 12 "?R'CP
896 72
WATER MAIN
EXISTING
BRENWICK BUILDING
Storm Structure Table
1898.181
TC
(897.68)GUT
GUT
(897.75)
1--
-rTh
EX. BRENWI
N-
C-4
rn
00
rl IRn NI FT
TC= 897.85
-INV 12 RCP N=
INV 36" RCP E
INV W UNKN J
ING LOT
91.27
87.27
SANITARY SEWER PROFILE
SCALE: 1"=50'
1897.321
TC
896.82)GUT
NOTE:
SAWCUT EXISTING ASPHALT AND
REMOVE. CONSTRUCT 6" EXTRUDED
CURB AT EXISTING GRADES.
GRADES SHOWN ARE APPROXIMATE
AND MUST BE FIELD VERIFIED.
1897.08ITC 1896.88JTG
8
896.5 GUT_ 896.38 GUT
EX.1 36" RCP!
CURB INLET
FC=89 T.81
INV 12" RCP N=890.99
INV 36" RCP E= 886.99
INV 36" RCP W= 886.99
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PLUG AND SEAL
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CORE DRILL
L
910
905
900
895
890
885
880
EXISTING VILLAGE OF
W SECTION 3004
BLOCK "D
:97.28ITC TC= 896.35 ,7 4' OF' 12" PCP
78) EX. DU &SE
TC=
6.36ITC
GUT
.89
DOCKET NO. 04090012 TAC
co
w
CO
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cn Q
J
w
w
0
w
IN VI -B87.21
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
1894.921
(894.42)
TC
GUT\
HORSEFERRY ROAD
5
26' (A
DRIVE
?ENT) Yz R/W
15.55'
SANITARY l A l 1 )11.
894, 85
IN V_I 81,' -49
INV PVC i,e
l: G i- .ir- 1 f CJ. r`...
INV 8" PVC RW= 880.16
-J
N
SANITARY UAN110:
yj CY 06
NV 8t PVC N- ,06
INV PVC: R' 7.u6
CURB INLET
IN'd 24" RCP N 886.68
RCP
;N,., 2 :a- CP SL 886,e0
NOTE:
CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP
REGIONAL WASTE DISTRICT PRIOR TO
CONSTRUCTION OF ALL LATERAL
CONNECTIONS AND EXTENSIONS FROM THE
SANITARY SEWER MAIN TO CLEANOUT.
FURTHERMORE, C.T.R.W.D. SHALL BE
NOTIFIED PRIOR TO ANY LATERAL
CONNECTIONS TO BUILDINGS. C.T.R.W.D.
(317) 844 -9200 CANDY FELTNER.
1
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
ASSUMED NORTH
SCALE: 1"= 20
CrIENIERAIL, iNICYIPTES
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
SHALL APPLY FOR ALL 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 AND 4' IN WIDTH.
7. EXPANSION JOINTS ARE 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 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).
o00 Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
C.O. Clean Out
Flow Arrow
6" Subsurface Drain
x ELEV
IE 000.00
(000 oo)
1000.00
G
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Swale (0
Existing Burried Electric
Existing Burried Telephone
Existing Burried Gas Line
Existing Street Light
Location
NOTES:
1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VICINITY
OF EXISTING TREE(S) TO BE COORDINATED WITH CITY OF
CARMEL URBAN FORESTER SCOTT BREWER, 571 -2478.
2. GAS SERVICE TO BE COORDINATED WITH VECTREN
REPRESENTATIVE JERRY BREECK AT 776 -5526.
3. U11UTY WORK THAT OCCURS WITHIN THE RIGHT
OF -WAY OF HORSEFERRY ROAD MUST BE PERMITTED
THROUGH THE CITY OF CARMEL BOARD OF PUBLIC
WICKS.
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72 3 No.
000
STA O F
4 'DIANP.
L
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
t■b
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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