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Irrigated
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5 -3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways. see Figure 5-4 this sheet before final selection.
Level and Sloping, Open Areas
1. Tall Fescue 35 .8 5.5 -8.3
2. Tall Fescue 25 .6 5.5 -8.3
Red Clover** 5 .12
Dormant
Seeding
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25
5. Tall Fescue 35
Emerald Crownvetch 10
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Kind of Seed
Spring Oats
Annual ryegrass
Figure 5 -2: Permanent Seed Mixtures
Seeding Rote Suitable pH
Ibs /acre Ibs /1000
sq. ft.
Temporary Seedings
Ranking:
1 Good
2 Medium
Not tolerant
.4 5.5 -7.5
.4
.4 5.8 -7.5
.6
.8 5.5 -8.3
.25
Temporary Seeding Dates
FIGURE 5 -3
1000 Sq. Ft. Acre
Not necessary where mulch is applied.
Site Suitability*
well
Droughty Drained Wet
Irrigation needed during this
erosion at times other than
use mulch.
Late summer seeding dates
If mulch is applied.
Increase seeding application by 50%.
FIGURE 5 -4
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
2.3 Ibs. 3 bu. Cover seed 1" deep
1 Ib. 40 Ibs. Cover seed 1 /4 "deep*
period. To control
in the shaded areas,
may be extended 5 days
Jan Feb Mar Apr May I Jun Jul 'Aug
SOIL Salt
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
EROSION CONTROL DETAILS
COMBINATION CONCRETE
SIDEWALK CURB
DETECTABLE WARNING MAT (PER ADA 4.29)
SIMILAR TO MATS MANUFACTURED BY:
DETECTABLE WARNINGS (1- 800 -897 -8276)
ISOMETRIC
HANDICAPPED RAMP DETAIL
100'
TYPICAL PAVEMENT CROSS SECTION
5' -0 4' -0 5' -O"
�t_�r
SLOPE 1 /4" PER 1 FOOT SL OPE 1 /4' PER 1 F OOT ll �•.11�
11-11`'11 =I1-
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iii Ii����iIII?Ii
Ii-.i1 Ii�-1I iii iiiiiiii 474171/1 a -II= 6.1171
PAVEMENT
CURB JOINT DETAIL
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
CONCRETE SIDEWALK
NOT TO SCALE
4' -0" MIN.
L I
R/W UNE
SIDEWALK DETAIL
i
it 6' -0" BETWEEN
i
TRANSVERSE JOINTS
TOP OF CURB
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
GRADE
CONCRETE CURB AND WALK
PAVEMENT
Ob O °O
°Q•o
O•O °O1
GRANULAR o a• o
BACKFILL IIb D.
t Q 0•,
o•o s
COMPACTED
SUBGRADE
VARIABLE
EARTH
BACKFILL
CONCRETE
3000 PSI
1 1/2"r
CONCRETE WALK
SLOPE:
1/4" PER FOOT
SCORE 1/4" R
EXISTING
GROUND
3" OF TOP SOIL
STRAIGHT CONCRETE CURB DETAIL
TYPE V
0 0 0. 0 00.000.000.00
0 00
0
r 4028.81Pr
TENNIS COURT PAVEMENT
1 -1 H.A.C. SURFACE
L-2" H.A.C. BINDER
6" #53 STONE
1 -1" H.A.C. SURFACE
L-- 2" H.A.C. BINDER
6" #53 STONE
TYPICAL PAVEMENT SECTION
0. 0. 0. 0. 0. O. 0. 0. 0 0. 0. 0. O. 0. 0
0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00
O. O. O• b O O O O O O O
0 00 00 00 00 00 00 00 00 000°00 00 00 00 00
O O O O O O O O O O O O O O O 0
O O O O O O O we/
O .O
1" H.A.C. SURFACE
2" H.A.C. BINDER
4" #53 STONE AGG. BASE
5" #2 STONE AGG. BASE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
(WITHIN RIGHT OF WAY ONLY)
TOP SOIL
0 o o o
O 0 0.0 0 O 060 0 O o
000 0 O O O O O 0 O 0
O 0 O 0 O 0 o O o O 0
O 0 O•0 0•0 0•0 °0•0 °0•
a° 0 0 0 O 0 0
COMPACTED
SUBGRADE
2' CONCRETE ROLL CURB
(WITHOUT GUTTER)
PAVEMENT
Date
6/7/96
Computer Files
J: \904 \DWGS \81 \90481DT2
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Revisions
CERTIFIED BY
00 I CRO'%
Sck No.
920350
STATE OF
�����lii1111
HIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCWSIVE INTELLECTUAL PROPERTY OF SCHNEIDER
ENGNEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEDER
ENGINEERING CORPORATION.
1996, Schneider Engineering Corporation
r 1 Schneider
6P Engineering
Corporation
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317 -898 -8282
317 899 -8010 Fax
GENERAL DETAILS
Drawn
DRP
Sheet No.
CC
Engineering
Surveying
Landscape Architecture
GIS *LIS
Geology
A Partnered Entity with Bohlen, Meyer, Gibson Associates, Incorporated
PLUM CREEK DEVELOPMENT COMPANY LLC
PLUM CREEK COMMUNITY CENTER
HAMILTON COUNTY, INDIANA
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