HomeMy WebLinkAbout2003 C1.8 Erosion Control Planill
INTERDESIGN
TOTAL
DEVELOPMENT
ARCHITECTURAL
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Indianapolis, Indiana 46204
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788.70
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800.40
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787.20
801.96
802.30
PROPOSED YOUTH FACILITY
MAIN LEVEL FF ELEV 802.00
ENTRY LEVEL FF ELEV 798.0
25 LF OF 4' PVC
789.00
797.9
789.1
797.60
832.
7999.3
798.85
Annual Ryegrass
TEMPORARY SEEDING DATES:
�OCT DEC
fl
Kind of Seed 1000 SFT Acre Remarks
Wheat or Rye 3.5 LBS 2 9U. Cover Seed 1' to 1 1J2" Deep
Spring Oots 2.3 LBS 3 BU. Cover Seed to 1" Deep
Annual Ryegross 1 LB 40 LBS Cover Seed tq 1/4" Deep
Irrigation needed during this period. `o control
erosion at times other than in the shaded arecs,
use mulch.
ALTERNATE
1 792
c4
INV. 784.00
TOPSOIL STOCKPILE AREA
SEE SHEET C1.7 FOR CONTINUATION
MEG
TEMPORARY CONSTRUCTION ENTRANCE
STR. ST -1
TC
799.75
MEG
MEG MEG
kip 6? IQ
MEG
t
MEG
4.
1
1
rgaining
wall
e
MEG`
N.
N
NL -800
4
4
MEG
i
ALTERNATE A3
EROSION CONTROL NOTES:
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
'IT'S THE LAW'
CA! 2 WORKING DAvS 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.
INSTALLATION SEQUENCE
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE.
2. STRIP TOPSOIL AND STORE AS INDICATED ON PLANS.
3. ROUGH GRADE SITE
4. TEMPORARY SEEDING.
5. INSTALL UTILITIES AND STORM SEWERS.
6. INSTALL INLET PROTECTION.
7. BUILDING CONSTRUCTION.
8. FINAL GRADING AND PAVING.
9. INSTALL EROSION CONTROL BLANKETS.
10. PERMANENT SEEDING AND SODDING PER SHEET SD- 1.
11. REMOVE TEMPORARY EROSION CONTROL MEASURES
AFTER EXPOSED SOIL IS STABILIZED BY PEF%IANENT SEEDING.
BASE COURSE
AGGREGATE
6' MIN.-
GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
1,.T.
n
15
1. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED
2. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 30 DAYS OF
FINAL GRADING.
3. SHOULD CONSTRUCTION STOP FOR LONGER 11 -AN 15 DAYS, THE SITE SHALL BE
SEEDED AS SPECIFIED.
4. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE
A WEEK.
5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOL SEDIMENT FROM
LEAVING THE SITE.
6. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT
APPLY.
7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ONSITE INSPECTION.
8. LAND OtSTURBING ACTIVITIES SHAM. NOT COMMENCE UNTIL APPROVAL TO DO SO
HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES, AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFFSPE
11. CONTRACTOR SHALL BE RESPONSIBLE TO TARE WHATEVER MEANS NECESSARY
TO ESTABLISH PERMANENT SOIL STABIUZATION.
1
30
60
832.50
MEG
l
0
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LEGEND
NOTES
1. FOR DEMOLITION PLANS, SEE SHEETS C1.1 AND C1.2
2. FOR SITE LAYOUT PLANS, SEE SHEETS C1.3 AND C1.4
3. FOR GRADING PLANS, SEE SHEETS 0.5 AND C1.6
4. FOR SITE UTILITY PLANS, SEE SHEETS C1.9 AND C1.10
5. FOR SANITARY SEWER PLAN PROFILE,
SEE SHEET C1.11
6. FOR SITE DETAILS, SEE SHEET C1.12
7. FOR LANDSCAPE PLAN, SEE SHEET SD -1
GRADING LEGEND
PROPOSED SPOT ELEVATION
Tau
INDICATES MATCH EXISTING GRADE
C.Oo CLEANOUT (SEE DETAIL 8/C1.12)
MANHOLE (SEE DETAIL 11/C1.12)
INLET (SEE DETAIL 12/C1.12)
CONCRETE END SECTION (SEE DETAIL 13/C1.12)
SANITARY LIFT STATION (SEE DETAIL 1/C1.13)
GREASE INTERCEPTOR (SEE DETAIL 10/C1.12)
EROSION CONTROL LEGEND
INLET SILT CONTROL
(SEE DETAIL 16/C1.12)
GRADING LIMITS
O TEMPORARY SEEDING
OD
:11
:1
MINIM
MIN
TEMP. CONST. ENTRANCE (SEE DETAIL, THIS SHEET)
EROSION CONTROL BLANKET (SEE DETAIL 18/C1.12)
RIP -RAP
STRAW BALI DAM (SEE DETAIL 15/C1.12)
TEMP. GRAVEL CONST. ENTRANCE
S&B
Construction
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St
Carme 46033
Mark Bevis cn
Drawn By JCT Checked By DBH
Date 14 MARCH 200
Project Number
2008
TNT A
KEY PLAN
EROSION
CONTROL
PLAN
C1.8