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Home My WebLink AboutC602 DetailsPIPE SIZE 8" TO 15" 18 OVER BEDDING BELOW THE PIPE BARREL O.D./4 MIN. 4 O.D./4 MAX. 8" a) 0 E a) 0 0 0 0 N E 0 14 0 0 (Ni 0 0 a) 0 a) C C a) O 0 0 a) 0 co a, (S.) 0 0 -0 0 co (7) 0 0 V) TOOLED CONTRACTION JOINT 1/4 WIDE, MIN. 1 1/2" DEPTH 1/8" FT. V 937.5 crdregO -(4 mil I all girt% gia"040 5 1 1 4VirtlarelVer ;3);.1 4 4 Ifirelir.5683 I P 4-; A i:114*4; 441.***12;*114"ri:*3411211 GRANULAR BACKFILL 30' EDGE OF BLANKET SHALL BE ANCHORED IN A X 6" WIDE TRENCH. VARIES COMPACTED SUBGRADE 4" REBAR CONT. AT TOP BOTTOM CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" DEEP F-Fri= fiT=IT1 2.) SEE CONCRETE WALK SECTION FOR =ifi= LOCATION OF JOINTS. TT=111-- 3.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT EXCEPT AT EXP. JOINTS. SECTION A—A OVERFLOW WEIR SECTION NO SCALE TYPICAL EROSION CONTROL BLANKET NO SCALE WATER MAIN CONNECTION DETAIL NO SCALE 6" NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. EXISTING WATER MAIN TAPPING SLEEVE GATE VALVE 35' TAPPING SLEEVE APPLIED ANTI-SPALLING COMPOUND 1"RADIUS TOOLED ROUND EDGE PAVEMENT 6x6 10/10 WELDED WIRE FABRIC EROSION CONTROL BLANKET REVD. NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE WITH STAPLES AT 2 PER SQUARE YARD. EDGE OF BLANKET SHALL BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. _14:1 MAXIMUM SLOPE PROPOSED DITCH EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. WATER SERVICE TO BLDG. SITE SECTION B—B 30' NON WOVEN FILTER FABRIC N1/..1"Irste VALVE BOX 937.5 DISABLED RAMP WITH MULTIPLE DISABLED STALLS ALONG A WALK DETAIL NO SCALE A PLAN VIEW 3" HARDWOOD MULCH REMOVE UPPER 1/3 OF BURLAP SOIL MIX; 3 PARTS TOPSOIL 1 PART PEAT. SUBGRADE 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE UPPER 1/3 OF BURLAP SHRUB PLANTING DETAIL NO SCALE REMOVE BINDING FROM TRUNK AFTER PLANTING AND STAKING TREE .4 E I ..4 •tIDEWALK •'nt- 4 4 k 1, r W S 4 -J .V) 4 4 g a. a• 4. 4 B *1, s 4 41 o RAMP 12:1 (MAX) A 4 4 A 4 tit li 4 SIDEWALK A cl- 0 4 -.3 4. I NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER-TO-CENTER SPACING OF NOMINAL 2,35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT, THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. SCARIFY POT BOUND PLANTS .TWICE BALL DIA z LU I— LU V) 325 300 275 250 225 200 6 175 w 150 a _1 125 100 75 50 25 FT. =T Tri B B OR CONTAINER GROWN ROOT BALL 4:1 2"x2"x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE 1/2" HOSE LOOP REMOVE BINDING AROUND TRUNK AFTER PLANTING AND STAKING FINISH GRADE SOIL MIX: 3 PARTS TOPSOIL 1 PART PEAT. NOTE: HARDWOOD STAKES SHALL BE DRIVEN A MIN, OF 30" INTO THE GROUND EVERGREEN PLANTING DETAIL NO SCALE TREE PLANTING DETAIL NO SCALE REMOVE ANY BINDING AROUND PLANT STEM CREATE 4" SAUCER FINISH GRADE 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV. GUY WIRE 2" SHREDDED HARDWOOD MULCH STEEL TEE FENCE POST 24" 0 AMENDED PLANTING SOIL 3:1 2:1 1:1 SLOPE GRADIENT 15' SAFETY LEDGE AT A 15:1 SLOPE GENERAL STAPLE RECOMMENDATIONS 10:1 SLOPE MAX. 3:1 SLOPE MAX. 3:1 SLOPE MAX. 1••••••••••••• 1••••••••••••••••••••••••••••• •••••••••I LOW FLOW MED/HIGH FLOW CHANNEL CHANNEL AND SHORELINE LAKE SECTION NO SCALE ID NOTE: 1. CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER UNE. 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL, 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTIUZED. 1 1 3' 1( 6' X x 9 1 STAPLE PER SQ. YD. 2 STAPLE PER SQ. YD, 4:1 SLOPE MAX. 3:1 SLOPE MAX. NORMAL POOL ELEVATION NOTES: 1, STRIPPING OF TOPSOIL PRIOR TO EXCAVATION OR F1LUNG IS REQUIRED. 2. LAKE TO BE CONSTRUCTED WITH A 4" THICK CLAY UNER FROM ON SITE MATERIAL. 6 1" 2' -10 1/2: 1 0 TRAFFIC TURN ARROW NO SCALE CONC. OR PAVER FINISH 0 N STOP 3" 0.0. PIPE WITH A SIMILAR COLOR FINISH NUT W/ LOCKING WASHER SLOPE TO DRAIN 1/4" SLOPE PER FOOT CLASS "A" CONCRETE STOP SIGN DETAIL NO SCALE WELDED CAP ROUND HEAD BOLTS ID Ift EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE x B 1 1/2 STAPLE PER SQ. YD. XXXXX XXXXX XXXXX xxxxx 3 1/2 STAPLE PER SO. YD. _11 I 15' SAFETY LEDGE AT A 15:1 SLOPE 3:1 SLOPE MAX. INITIAL BACKFILL 6" OF HAND PLACED NATIVE MATERIAL WITH SOLIDS NO LARGER THAN 2-3 INCHES IN DIAMETER WALKED IN FOR COMPACTION #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO 1/2 O.D. 6", PER SPECS. 4" MIN. BELOW BARREL #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF INDIANA DEPARTMENT OF HIGHWAYS. (MECHANICAL COMPACTION TO 95% PROCTOR DENSITY) #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO 1/2 O.D., 1/2 O.D. PER SPECS. -J —0 -j m TRENCH BEDDING DETAIL NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE PERMANENT SEEDING TEMPORARY SEEDING MULCHING E A B D JULY AUG. SEPT. OCT. NOV. DEC. I C A KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B SPRING OATS 3 BUSHEL PER ACRE C WHEAT OR RYE 2 BUSHEL PER ACRE D ANNUAL RYE GRASS (1 LB. PER 1000 SQ. Ft) E STRAW MULCH (90 LBS. PER 1000 SQ.FT.) I 1 IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTIUZER APPLIED 400-600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE GRASS 20% GROUND LINE SLOPE CHECK NON-WOVEN FILTER FABRIC EXTENDS INTO TRENCH EXISTING SOIL 6" X 6" TRENCH DITCH CHECK POST NON-WOVEN FABRIC BOTTOM OF DITCH SILT FENCE DETAIL NO SCALE JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. MAINTENANCE INSTALLATION GUIDELINES EROSION CONTROL MEASURE STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL BLANKET INLET PROTECTION SEED, SOD LANDSCAPE AROUND UNITS FINISHED REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE MAINTENANCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS/AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED N/A N/A INSTALLATION SEQUENCE PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER ROUGH GRADING AFTER FINISH GRADING OF EACH AREA AFTER FINISH GRADING AFTER EACH INLET IS PLACED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED O w Z cc w 0 Ix Co Co CJ N 0 0 co (r) 0 SHEET NO. C602