HomeMy WebLinkAboutMiscellanous Details\preliminary \03146predet.dgn 12/19/2003 02:52:07 PM
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LEGEND
SILT FENCE
Stabilization
r adicle_ J et.. t o M.
I Permanent
seeding
'Dormant
)Seedin
I Temporary 't!
'Seeding
h- —1
'Sodding
1 —I
60' 120' 1
!Mulching I l�!J!IL
l_. 1
A Kentucky Bluegrass 40 Ibs /ocrer or 40 lbs. tall Fescue: plus 2 tans straw
mulch/acre or add Annual Ryegrass 20 Ibs /acre.
B Kentucky Bluegrass 60 Ibs /acre: or 40 !bs ta11 Fescue; plus 2 tons straw
mulch/acre or add Annual Ryegrass 30 Ibs /acre.
EROSION CONTROL BLANKET
TEMPORARY SEEDING
MULCH
RIP -RAP
ROCK CHECK DAM
SILT FENCE INLET PROTECTION
Pre construction
Establishing Access
Runoff Control and
Conveyance
Land Clearing and
Grading
Building Construction
C Spring Oats !00 lbs./acre
D Wheat or Rye 150 lbs. /acre.
F Annual Ryegrass 40 !bs /acre (1 Ib✓/000 sq.ft.)
F -Sod
G Straw Mulch 2 tons /acre.
/1 Irrigation needed during June July, and /or September.
Irrigation needed for 2 to 3 weeks after applying sod.
Lime and fertilize to site specific soils tests or apply fertilizer
ut a rate of 1000 lbs. per acre or 12-12-12 or equivalent.
NI wales shall be seeded with 2 lbs. Adelphl bluegrass and
2 lbs. Perennlal Derby rye or equivalent per 1000 square feet
mulch with are bale of straw per 1000 square fast. Fertilize
with 5 lbs. of 20-5 -5 per IOOO square feet.
SEEDING CHART
NO SCALE
1//// 11/1/
MAINTENANCE
=Inspect periodically, especially after storm events, until the stand is successfully established.
(Characteristics of a successful stand include: vigorous dark green or bluish -green seedlings; uni-
form with nurse plants, legumes, and grasses well inter mixed; green leaves; and the per-
ennials remaining green throughout the summer, at least at the plant base.)
=Plan to add fertilizer the following growing season according to soil test recommendations.
=Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and
mulching.
=If plant cover is sparse or Patchy, review the plant materials chosen, soil fertility, moisture condi-
tion, and mulching; then repair the affected area either by over seeding or by re- seeding and
mulching after re- preparing the seedbed.
=If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob-
lems. (Contact your SWCD or Cooperative Extension office for assistance.)
=If additional fertilization is needed to get a satisfactory stand, do so according th soil test recom-
mendatins.
CONJTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE
CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE
Delineate Important vegetation,
natural or unique areas, and
septic absorption fields to
preserve, undisturbed.
Install temporary gravel
construction entrance. Install
sediment traps and barriers as
shown In the details.
Install measures as shown on
the plans. Stabilize stream
banks, as necessary.
Clear only areas necessary for
construction. Apply temporary
or permanent stabilization
measures when work is completed
or substantially delayed.
Install necessary sediment
barriers and temporary
construction entrance.
Stabilize all disturbed areas
including soil stockpiles.
Seed and mulch within 3 days of
completion of grading.
Maintain/ Re- Install markings
destroyed or removed.
Clean entrance /street as
necessary. Inspect weekly
and following each runoff
event to review operating
condition and needed
maintenance. Maintain as
necessary.
Inspect following each runoff
event to review operating
condition and needed
maintenance. Maintain as
necessary.
Inspect mulching, seeding and
other measures on a regular
basis. Repair or replace as
necessary. Apply nutrients to
areas where need Is evident,
as vegetation becomes
established.
Inspect weekly and after each
runoff event. Repair and
replace as necessary.
SOIL EROSION AND SEDIMENT CONTROL SPECIFICAT IONS
Rl prap shall have a D50, by weight, of 7 inches. It shall be angular or sub-angular In
shape and place to a minimum thickness of 15 Inches, unless otherwise specified.
Protect trees during construction. Do not fill over roots. Contact developer /engineer
before cutting any trees over 6 Inches In diameter.
Erasion control blanket shall be North American Green S150 or equivalent.
Refer to the Indiana Handbook for Erasion Control In Developing Areas and the Urban
Development Planning Guide for additional Information, construction specifications and
maintenance recommendations. The Hamilton County Soil and Water Conservation District
and Natural Resources Conservation Service, in Noblesville, can be contacted at (317)773-2181.
OFFICE OF THE HAMILTON COUNTY SURVEYOR
PROPOSED
GRADE
6' STEEL FENCE "T POST
MINIMUM 4" SSD
CAP TAPE
EXTENSION SECURED
TO STEEL POST
REDUCING T
REQUIRED
MINIMUM SLOPE O.30X
NOTE
EXTENSION TO DE SECURED TO STEEL POST
IN 2 LOCATIONS
TEMPORARY EXTENSION ABOVE GROUND
TO BE REMOVED UPON CONNECTION TO
HOUSE.
ALL MEASUREMENTS TO BE MEASURED
FROM BACK OF CURB.
IF EXTENSION IS NOT UTILIZED, IT IS TO BE
CAPPED BELOW GROUND LEVEL.
LATERAL LOCATIONS SHALL BE STAMPED
I8" ON CURB. (SEE CURB STAMP DETAIL)
MINIMUM 6 SUB SURFACE DRAIN
D PIPE DIAMETER
TYPICAL SSD LATERAL
TO INDIVIDUAL LOTS ALONG STREETS
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
APPROVED-
KENTO C. WARD, H ILTON COUNTY SURVEYOR
5' -O" a 6' -O" r 2' -0"
1/4" /FT. (TYP)
4' Concrete
Sidewalk
2' roll curb
12' -D"
TYPICAL 26', STREET SECTION
NO SCALE
50' EASEMENT
4.1 A4 4 00
PROFILE GRADE
12' -0"
2' rol curb
H .A. SURFACE
H.A. BINDER
STONE BASE
6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
116th STREET PAVEMENT SECTION
NO SCALE
H .A. SURFACE
H.A. BINDER
STONE BASE
6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
LOCAL STREET PAVEMENT SECTION
NO SCALE
STANDARD PLAN
SSD-1
lb" (TYP)
WATERMAIN
4' Concrete
Sidewalk
Sheet No:
Project No: 03146
0
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