HomeMy WebLinkAbout09030013 Private Golf Course - Reed Property Pg 4I.
R SURVEY]
ONNER STREE
SVILLE, IN 460
!P, LLC
Suite 200
liiV
46204
"ax: (317) 423 -3306
G P G L EiSS
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PE10403858
STATE OF
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S S /ONAt oN G
•■,,j 11 4m1110 0-
6,,- CZY 0_,6 .,,I______—
DATE: 03/19/09
DWN BY: EAG
CHKD. BY: EAG
SCALE: 1" 60'
DATE: 03/16/09
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12351 WE
ONSVILLE
PROJECT NUMBER
MSI.023
DRAWING NUMBER
C3.O
SHEET 4 OF 8
STONE DRIVE
ELEV.
PROPOSED RIGHT OF WAY PER
HAMI COUNTY
THOROUGHFARE PLAN DATED
SEPTEMBER 10, 2002
PROPOSED RIGHT OF
WAY PER HAMILTON
COUNTY THOROUGHFARE
PLAN DATED
SEPTEMBER 10, 2002
CONSTRUCTION LIMITS (8.58
ACRES OF DISTURBED AREA)
UNDISTURBED AREA
INSTALL. SILT FENCE 'ALONG
RIGHT –OF –W Y LINE
INSTALL TEMPORARY
CONSTRUCTION ENTRANCE
NO POSTING PORT-0–LET
LOCATION
�f.
74' OF 12* RCP 00.50X
UNDISTURBED AREA
UNDISTURBED AREA
EMERGENCY OVERFLOW
ELEVATION TO 910.
910
UNDISTURBED AREA
EXISTING CONC. DRIVE
UNDISTURBED AREA
SIR. 102
OUTLET:.CONIROL STRUCTURE
909.60
INV. 906.17
(SEE DETAIL SHEET c10.0)
5
INSTALL SILT FENCE AWN,
PROPERTY UNE
INST. #200500059116
27.526 ACRES
912
PS
TEE BOX
Cal
PS
914
RAISE BERM ELEVATION TO A
MINIMUM OF 911.00
N 89 °35'48" E
UNDISTURBED AREA
REMOVE EXISTING
TREES
EXISTING
POND
POND3
NORMAL POOL 908.00
100 -YEAR ELEV. 909.55
UNDISTURBED AREA
POND
POND2
NORMAL POOL 908.00
100 -YEAR ELEV. 909.24
EXISTING
PROPOSED
DRIVE
TEE BOX
PS
EXISTING
W POOL
0
z
D
EXISTING
BVILQING'
DESCRIPTION
DES BY
LY1S W 1O0-w*R
RAISE BERM ELEVATION TO A
MINIMUM OF 911.00
REMOVE EXISTING
TRW'.
UNDISTURBED AREA
CONSTRUCTION UNITS (8.58
ACRES OF DISTURBED AREA)
MB CF WO- EM
EtEMON
UNDISTURBED AREA
AUGUSTA CORP.
ATTN: ERIC MILLER
12351 WEST ROAD
ZIONSVILLE. IN 46077
PHONE 317- 491 -2015
OWNER:
STUART B. REED
12351 WEST ROAD
ZIONSVILLE, IN 46077
1471.68'
ENGINEER:
CIVIL SITE GROUP, INC.
643 MASSACHUSETTS AVENUE
SUITE 200
INDIANAPOLIS, INDIANA 46204
(317) 423 -3305
SURVEYOR:
MILLER SURVEYING INC.
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773 -2644
EROSION CONTROL
CONTACT PERSON
CONTRACTOR
AUGUSTA CORP.
ATTN: ERIC MILLER
12351 WEST ROAD
ZIONSVILLE, INDIANA 46077
(317) 491 -201 5
UNDISTURBED AREA
UNDISTURBED AREA
%rr
EXISTING
POND
POND1
NORMAL POOL 908.00
100 -YEAR ELEV. 909.37
911
UNDISTURBED AREA
SOILS DESCRIPTIONS LIMITATIONS
1. Miami Slit Loam (MmB2 5% Site) The Miami series consists of
moderately well drained soils formed in as much as 18 inches of loess
material and in the underlying loamy till on till plain^
limitations to the proposed development.
SEEDING NOTE
WiS CIF 100 -YEAR
fLVNno11
UNDISTURBED AREA
UNDISTURBED AREA
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS
BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. THIS INCLUDES
INDIVIDUAL BUILDING LOTS. TEMPORARY SEEDING SHALL BE INSTALLED ON ALL
BUILDING LOTS AFTER FINAL GRADING IS COMPLETE. FINAL SEEDING SHALL BE
INSTALLED AFTER THE HOME IS COMPLETED.
any foreseeable
or silty
2. Crosby Silt Loam (CrA 47.5% Site) The Crosby series consists of very
deep, somewhat poorly drained soils that are moderately deep to dense till on
till plains. These soils formed in loamy till that can be capped with up to 22
inches of loess or silty material. Permeability is moderate or moderately slow
in and above the argillic horizon and slow or very slow below the argillic
horizon. Slope ranges from 0 to 6 percent. Subject soil does not present any
foreseeable limitations to the proposed development.
3. Brookston Silty Clay Loam (Br 47.5% Site) The Brookston series consists
of very deep, poorly drained soils formed in up to 20 inches of silty material
and the underlying loamy till in depressions on till plains and moraines.
Permeability is moderate in the subsoil and moderately slow in the underlying
material. Slope ranges from 0 to 3 percent. Subject soil does not present any
foreseeable limitations to the proposed development.
P.O.B.
Cr
Lif
F—
OL
CD D
N 0
Ie7)I— N
u 0
QD: 'N
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F- N
O
zro
Ld
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Li F-
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LA (f)
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LL.
L�J
0
0
O
0
0 0
Ln
"DON'T
DIG
BLIND"
LEGEND:
00
TS
NORTH
60 0 30 60
IN FEET
1 inch 60 ft.
"HOLEY MOLEY"
SEZ:
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
PROPERTY BOUNDARY
REVISION RECORD
PROPOSED STORM SEWER
EXISTING CONTOUR
EXISTING SANITARY SEWER UNE
EXISTING STORM SEWER UNE
UNDERGROUND TELEPHONE UNE
WIRE BARB WIRE FENCE
SWALE FLOWLINE
TRANSFORMER
ROUND STORM INLET
BM TBM
TOP OF CURB GRADE
PAVEMENT GRADE
PAVEMENT OR EARN GRADE
MATCH EXISTING GRADE
EXISTING GRADE
000 PROPOSED CONTOUR
"IT'S THE
LAW"
Check Dam/Sediment Filter Sapcing
at 100' within swales.
PS Permanent Seeding Typical after
find grading is completed.
Temporary Seeding T pIIcd for any areas that
will be idel of construction for more than 15 days.
Erosion Control Blanket Typical in all areas with
a 3:1 slope or greater in flow lines of swdes.
RIP RAP Typical in all sediment
forebays and outlet/inlet pipes.
SILT FENCE Typical in all areas where
sediment could leave the site.
CONSTRUCTION UMITS
GENERAL NOTES
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
MULCHING NOTE
WHERE REQUIRED. CRIMPED /ANCHORED MULCH OR
MULCH WITH A TACKING AGENT SHALL BE USED. THE
APPLICATION RATE SHOULD MEET GUIDELINES PER
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR
THERE SHALL BE NO DIRT, DEBRIS, OR
STORAGE OF MATERIAL IN THE STREET
APP BY