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HomeMy WebLinkAboutC802 General Details(0 rn cn Ln 0 u7 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- iiiiriiiii 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 1 3 4 5 7 7 8 9 10 11 12 13 14 15 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 lApprov. 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