HomeMy WebLinkAbout2003 C1.7 Erosion Control PlanMark Revision
I
DEVELOPMENT
ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
The InterDesign Group, Inc.
doing business as INTERDESIGN. All
rights reserved for original documents
and as -built documents as modified by
construction contractor(s). Reproduction
or reuse must be preceded by written
permission of The InterDesign Group, Inc.
2 BU.
B. HUF
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No.
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Date
Project
By Cr Checked By DEM
14 MARCH 2003
Number 200208
1 LB
40 LBS
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KEY PLAN
EROSION
CONTROL
PLAN
C 1 7
ili
INTERDESIGN
TOTAL
I
DEVELOPMENT
ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
The InterDesign Group, Inc.
doing business as INTERDESIGN. All
rights reserved for original documents
and as -built documents as modified by
construction contractor(s). Reproduction
or reuse must be preceded by written
permission of The InterDesign Group, Inc.
2 BU.
Cover Seed 1" to 1 1/2" Deep
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3 BU.
Kind of Seed
1000 SFT
Acre
Remarks
Wheat or Rye
3.5 LBS
2 BU.
Cover Seed 1" to 1 1/2" Deep
Spring Cots
2.3 LBS
3 BU.
Cover Seed to 1" Deep
Annual Ryegrass
1 LB
40 LBS
Cover Seed to 1/4" Deep
31st STREET
glow
WW
MEG
SIM
8
ALTERNATE #3
i
ALTERNATE 43
MEG
ew
Wheat or Rye
Oats
Annual Ryegrass
TEMPORARY SEEDING DATES:
JAN FEB MAR
JUN JUL
NOV
EC
Irrigation needed during this period. To control
erosi&n at times other than in the shaded areas,
use milch.
802.26
802.51
802.26
TEMPORARY CONSTRUCTION ENTRANCE
131st STREET
45' HALF R/W
102.26
SEE SHEET C1.8 FOR CONTINUATION
EROSION CONTROL NOTES:
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 THAN 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 AU. NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM
LEAVING THE SITE.
6. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT
APPLY.
7. ADDMONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ONSITE INSPECTION.
8. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO
HAS BEEN RECENED 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 OFFSITE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY
TO ESTABLISH PERMANENT SOIL STABILIZATION.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
'Ms THE LAW'
CALL 2 WORKING DAYS BEFCRE 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. INSTAL. EROSION CONTROL BLANKETS.
10. PERMANENT SEEDING MD SODDING PER SHEET 5D -1.
11. REMOVE TEMPORARY EROSION CONTROL MEASURES
AFTER EXPOSED SOIL IS STABILIZED BY PERMANENT SEEDING.
BASE COURSE
AGGREGATE
6" MIN.
N.TS
30
GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
tt
77A,
60
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 C1.5 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
1832.50
PROPOSED SPOT ELEVATION
INDICATES MATCH EXISTING GRADE
C.O. CLEANOUT (SEE DETAIL 8/C1.12)
MANHOLE (SEE DETAIL 11/C1.12)
INLET (SEE DETAIL 12/C1.12)
m CONCRETE END SECTION (SEE DETAIL 13/C1.12)
O SANITARY LIFT STATION (SEE DETAIL 1/C1.13)
L o GREASE INTERCEPTOR (SEE DETAIL 10/C1.12)
l
GRADING LIMITS
EROSION CONTROL LEGEND
INLET SILT CONTROL
(SEE DETAIL 16/C1.12)
V TEMPORARY SEEDING
TEMP. CONST. ENTRANCE (SEE DETAIL, THIS SHEET)
EROSION CONTROL BLANKET (SEE DETAIL 18/C1.12)
RIP -RAP
LEGEND
NOTES
TEMP. GRAVEL CONST. ENTRANCE
GRADING LEGEND
%Tr STRAW BALE DAM (SEE DETAIL. 15/C1.12)
S&B
Construction
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St.
Carmel, IN. 46033