HomeMy WebLinkAbout95- 01 Hazel Dell Corner Lot 4 Secondary Plat pg. EDATE:
06/15/01
PROJECT NO.:
904.005
DRAWN BY
DMW
CHECKED BY:
SHEET TITLE:
EROSION CONTROL PLAN
DRAINING FILES:
R: \904 \005\DWGS \C1o3
XREF: R: \904 \005\DWGS \o05BS
XREF: R: \904 \005 \DINGS \005EROS
XREF: R: \904 \005 \DINGS \6oBSOV
XREF: R: \904 \005 \DINGS \904005TP
SHEET NO.:
0103
r.
..1_
1
s• T
r.
•.try r. 4•
1 •i r 1.
q•••
ti ••r•••10
0 2,1'
i
A... t.i
DOWNSPOUTS CONNECTED
TO STORM SEWERS
(TYPICAL) SEE SPECIAL
NOTES
74 iii'
t
V9
1/44
t
EROSION MATTING MAY BE IN PLACE
PRIOR TO SITE CONSTRUCTION FOR LOT 4.
CONFIRM WITH OWNER WHEN MATTING WILL BE
IN PLACE AND DELETE FROM BID IF ALREADY
INSTALLED.
^hN hhhN A
y .+wow E�e�4�� "w "�h
....,.^.•w•,•,Nh. MALE P j• "w'•••w ^N•" _^..hN.^ D.S�
i
f. •••M•
w,•t/ do
.i
PAVED AREA
INLET PROTECTION
.,1
n..vr....NW... (��Q ^.N.h W� v N. W y. yy W j "n.• WW.W.
N ^.•....Mw.....W....Ww.w.N.....w 7 I W.^ N.^ N. W.. V.. ....W.WW..N.N.•r...n..W.ww..v..
CONSTRUCTION
LIMITS
.Y• `r i
t I. d L 1
7
RELOCATE EXISTING SWALE
STRAW BALES
765
PAVED EA
INLET P OIECTI
STRAW BALES
TEMPORARY
CONSTRUCTION
1 ENTRANCE
CONSTRUCTION
MITs 1
N.
w
w r
N
N
I ..a.
t
2:tC.L. .Ip..an. V.■ww,er ..M....•.• ■■•Wft
i 1
v is
4-
I
y
S
I
i
1
r
..01111111..
1 4
1 .ti
et DONT
DIG
BLIND'
'IT THE LAW'
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
ILISCrIENID
HATCH PATTERN DENOTES PERMANENT SEEDING
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
DENOTES GRAVEL INLET PROTECTION (SEE SHEET C104)
IENIEJNICIEEIMIAMIC
T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS
SUBDIVISION CONTROL POINT Il 1005
ELEV.- 779.91
T.B.M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE
WALL OVER MITCHENER DITCH ON HAZEL DELL RD.
STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5
FEET ABOVE SIDEWALK.
ELEV.- 769.39
NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING
SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA.
crariNERAL imams
1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF
EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING
TRACKED OR WASHED INTO EXISTING ROADWAYS.
3. LAND ALTERATIONS MICH STRIP THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETANED AND PROTECTED. AS
GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE
DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF
CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP
SEDIMENT CONTAINED ON SITE.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOW) ON THE PLANS IMMEDIATELY AFTER
COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS,
THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE
DIFFERENT AREAS OF THE SITE ARE COMPLETED.
5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEUCES SHALL BE INSTALLED AS SOON AS
PRACTICAL UNDER THE CIRCUMSTANCES
6. THE DURATION OF TIME *UCH AN AREA REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION ACTIUTY IS TO CEASE FOR
MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE
TEMPORARILY SEEDED.
7, ALL STORM SEWER INLET PROTECTION DEUCES SHALL BE PUT
IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED.
8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEUCES DURING CONSTRUCTION AND UNTIL
SILTATION OF THE STREETS AND STORM SEWERS WLL NO
LONGER OCCUR.
9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND
STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR
SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION
CONTROL DEUCES.
10. THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS.
NOTE:
SHADED AREA DENOTES AREA TO
BE SEEDED AND STRAW MULCHED.
r ulm.
SEE SHEET C104 FOR ALL
EROSION CONTROL DETAILS NOTES
ASSUMED NORTH
SCALE: 1 =30'
-WARNING-
THIS SHEET TO BE USED FOR EROSION CONTROL I
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
-1 „,,j
V)
W
DATE: Co (Jet 7 t
THIS DRAWNG 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. (2001)
‘11
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
Z
z
E
C