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HomeMy WebLinkAboutC602 DetailsMAINTENANCE INSTALLATION GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE 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 PRIOR TO CLEARING AND GRADING SILT FENCE T EVENTS; REPAIR AREAS OF DECOMPOSITION INSPECT AFTER STORM EVE S, EP R ANY EAS 0 DECO N 0 0 OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID DURING CLEAN OUT DU G CLE OUT PRIOR TO CLEARING AND GRADING INLET PROTECTION EXISTING LET K Y AFTER STORM EVENTS, AS NEEDED L E S O EVE S AND S EEDED PRI R TO CLEARING AND GRADING 0 0 CLEAR G D GRADI TREE PROTECTION EE KY AFTER STORM EVENTS, AND AS NEEDED L E S O EVE S D S E E PRIOR CLEARING 0 TO CLEAR G AN GRADING D GRAD TEMPORARY SEEDING INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF V N MULCH NEEDED; INSPECT AT STANDS; RESEED AND ULC AS E DED S E AFTER IVES DS E E EROSION T P R S F S T RM N AND REPAIR ROS ON 0 DES FALL SEEDED 0 EVENTS E WHEAT OF NITROGEN IN FEBRUARY AT OR IN WITH OGE FEB U E O RYE SEED GS 50 LBS /AC 0 OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED AFTER R R H GRADING E OUG G D NG PERMANENT SEEDING 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, FERTIUZING, AND /OR SEEDING AND MULCHING AFTER FINISH GRADING OF EACH AREA EROSION CONTROL BLANKET 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 AFTER FINISH GRADING INLET PROTECTION INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC AFTER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED B "Aso .0 11 11 11 11: Ti i .11 0• 11.11.. C 1111. ;1111:. 1111• 11.11: .1111 1111: 1111: i OM 1 s i rT 1111. .00.0 0. 11.11 -1111. .1111::: 11.11 .1111 1111. .011.11000600000. .0.• .0 0... 1111. .1111 11 D -.A!..,. .1111::. 1111...::..... 11.11:::::...... A 1111;::;;;;:;;:; 11;;11: 1111::::; D Q Q N 2` 4 T D D Q D e a 4 SLOPE 1/4" FT. PIPE SIZE 8" TO 15" 18" OVER BEDDING BELOW THE O.D. /4 0.0./4 PIPE BARREL MIN. 4" MAX. 8" MOM NEM a) x a) o) 0 E a) 0 0 E 0 Z 0 0 I- 0 0 a) 0 0 (NI r 0 0 N N O 0 a) C C a) m co 0 E 0 ro 0 0 N N 0 4- 0 a) 0 a) C a) m a) 0 0 a) rn CD 0 0 C) rn i 0 0 i CD (D '"mot! ;•�i•• 8" R IP -RAP ��i�� 31.44 9 3 1.4 e 4 ��i1�r% �i�9�,,- i1� i{ r} i��it��i���: ���!�i�� :!i :��!���'"�'��•�i _I', 937.5 A GRANULAR BACKFILL EDGE OF BLANKET SHALL BE ANCHORED IN A 6" 0EEP X 6" WIDE TRENCH. VARIES TOO�.ED CONTRACTION JOINT 1/4' WIDE, MIN. 1 1/2" DEPTH 1/8" FT. t t I .l t t t t r. t t t f� •���fi•!��a.�f!•��tfj. t if•'��ii�•` i fN•.• t t 11* t tf f .tfi {•1�_�ft i •�.•tt r te= -tfi ••_..�.�i.. Mr 14 COMPACTED SUB GRADE 4 REBAR CO NT AT TOP BOTTOM 1 1 JOINTS TO BE TS 0 B JO 1 CONTRACTION i rr 1 =iTf= 1 1/2" DEEP M OF 2 A MINIMU 0 �f =m 2. SEE CONCRETE WALK SECTION FOR =iTTT LOCATION OF JOINTS. 3.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. OVERFLOW WEIR SECTION NO SCALE TYPICAL EROSION CONTROL BLANKET NO SCALE WATER MAIN CONNECTION DETAIL NO SCALE SECTION A -A 6" NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. I EXISTING WATER MAIN TAPPING SLEEVE 15' -0" TAPPING SLEEVE APPLIED ANTI SPALLING COMPOUND 1 "RADIUS TOOLED ROUND EDGE PAVEMENT R U) 35' GRADE EROSION CONTROL BLANKET REQ'D. 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. 4:1 MAXIMUM SLOPE PROPOSED DITCH 30' EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. 6x6 10/10 WELDED WIRE FABRIC WATER SERVICE TO BLDG. SITE SECTION B-B m VALVE BOX NON WOVEN FILTER FABRIC w w v v v v W W W W W •Y W W GRASS A i EN1 G i 937.5 rA PLAN VIEW I E 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE BINDING FROM TRUNK AFTER PLANTING AND STAKING TREE ME .1111: Nt G 3" HARDWOOD MULCH REMOVE UPPER 1/3 OF BURLAP SOIL MIX: 3 PARTS TOPSOIL 1 PART PEAT. SUBGRADE REMOVE UPPER 1/3 OF BURLAP SUBGRADE OF SURFACES SHALL CONSIST 0 WARNINGS ES NOTE: DETECTABLE GS ON WALKING SU 0 OF NOMINAL INCHES, NO AL 0.9 S A C E M WITH A DIAMETER 0 RAISED TRUNCATED DO ES SEO OF -T RSPACING O AN A N R O CENTER-TO-CENTER NOMINAL INN AND CETE HEIGHT OF NOM L 0,2 INCHES EIG NOMINAL 2.35 INCHES AND SHALL CONTRAS T VISUALLY WiTH ADJ OINING 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. DISABLED RAMP WITH MULTIPLE DISABLED STALLS ALONG A WALK DETAIL NO SCALE SCARIFY POT BOUND PLANTS 0 4Voo eG►O1" °44 919 L� jt. rr LTWICE BALL DiA SHRUB PLANTING DETAIL NO SCALE 325 300 275 250 225 200 0 z w J w a 0 S 175 150 125 100 0 75 50 25 FT. 4 :1 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 LT AMENDED PLANTING SOIL TREE PLANTING DETAIL NO SCALE 3.1 REMOVE ANY BINDING AROUND PLANT STEM CREATE 4" SAUCER FINISH GRADE B B OR CONTAINER GROWN ROOT BALL 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 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV.: GUY WiRE 2" SHREDDED HARDWOOD MUL "H STEEL TEE FENCE POST 24" 0 IL 0 15' SAFETY LEDGE AT A 15:1 SLOPE GENERAL STAPLE RECOMMENDATIONS 2 :1 1:1 SLOPE GRADIENT 3:1 SLOPE MAX. R 0 R 0 CONC. OR PAVER FINISH cD LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE 10:1 SLOPE MAX. 3:1 SLOPE MAX. NOTES: 1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION OR FILLING IS REQUIRED. 2. LAKE TO BE CONSTRUCTED WITH A 4" THICK CLAY UNER FROM ON SITE MATERIAL. 74) TRAFFIC TURN ARROW NO SCALE STOP R (o M LAKE SECTION NO SCALE NOTE: 1. CHANNEL UNING 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 UTILIZED. 12" 6' -1" 2' -10 1/9 2 -6 1/24 4:1 SLOPE MAX. 3:1 SLOPE MAX. NORMAL POOL ELEVATION 1' -O" 3" O.D. PIPE WITH A SIMILAR COLOR FINISH CLASS "A" CONCRETE NUT WI LOCKING WASHER SLOPE TO DRAIN 1/4" SLOPE PER FOOT STOP SIGN DETAIL NO SCALE 6' 3' x x B x 11/2' PER 1 1 2 STAPLE PE 1 STAPLE PER SQ. YD. SQ. YD. x x x 3 C 2 STAPLE PER SQ. YD. x x X EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE x D x x x x x x x 3 1/2 STAPLE PER SQ. YD. 15' SAFETY LEDGE AT A 15:1 SLOPE 3:1 SLOPE MAX. WELDED CAP ROUND HEAD BOLTS GROUND LINE POST NON -WOVEN FILTER FABRIC EXTENDS INTO TRENCH 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 0.D• 6 PER SPECS. PERMANENT SEEDING TEMPORARY SEEDING MULCHING E SLOPE CHECK BACKFILL 4" MIN. BELOW BARREL A B 6" X 6" TRENCH 1.25x0• D•+ 12" MIN. WIDTH ''.1 ,11 42 #8 CRUSHED STONE OR -J #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED TRENCH BEDDING DETAIL NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE D 1/2 O.D. 1 •///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. FL) E STRAW MULCH (90 LBS. PER 1000 SQ.FT.) I 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 EXISTING SOIL DITCH CHECK BOTTOM OF DITCH NON -WOVEN FABRIC SILT FENCE DETAIL NO SCALE 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 0.D., PER SPECS. JULY AUG. SEPT. OCT. NOV. DEC. /I GRASS 20% JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. z O W ce a w U 1.1.. cc O J U W H W W H 2 H co N T N 0 0 W 0 a 0 0 N o 0 0 0 D SHEET NO. (n (n CD W d 0 0 0 N 0) dt I CU C602 APPROX 13000 N. PENNSYLVANIA STREET FAX: 317.291.5805 CARMEL, INDIANA 7140 Waldemar 619 1-6tblk.dwg TOP OF BAN b D. G .4 D A• 4 Q 0 u D .D Q 4 SLOPE 1/4" FT. 4 d d a •d d a 12 a a B. d a 4 b 4 RAMP :1 (MAX) d` D Q Q N 2` 4 T D D Q D e a 4 SLOPE 1/4" FT. S3IeIVA SEE SITE PLAN Y MOM NEM a) x a) o) 0 E a) 0 0 E 0 Z 0 0 I- 0 0 a) 0 0 (NI r 0 0 N N O 0 a) C C a) m co 0 E 0 ro 0 0 N N 0 4- 0 a) 0 a) C a) m a) 0 0 a) rn CD 0 0 C) rn i 0 0 i CD (D '"mot! ;•�i•• 8" R IP -RAP ��i�� 31.44 9 3 1.4 e 4 ��i1�r% �i�9�,,- i1� i{ r} i��it��i���: ���!�i�� :!i :��!���'"�'��•�i _I', 937.5 A GRANULAR BACKFILL EDGE OF BLANKET SHALL BE ANCHORED IN A 6" 0EEP X 6" WIDE TRENCH. VARIES TOO�.ED CONTRACTION JOINT 1/4' WIDE, MIN. 1 1/2" DEPTH 1/8" FT. t t I .l t t t t r. t t t f� •���fi•!��a.�f!•��tfj. t if•'��ii�•` i fN•.• t t 11* t tf f .tfi {•1�_�ft i •�.•tt r te= -tfi ••_..�.�i.. Mr 14 COMPACTED SUB GRADE 4 REBAR CO NT AT TOP BOTTOM 1 1 JOINTS TO BE TS 0 B JO 1 CONTRACTION i rr 1 =iTf= 1 1/2" DEEP M OF 2 A MINIMU 0 �f =m 2. SEE CONCRETE WALK SECTION FOR =iTTT LOCATION OF JOINTS. 3.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. OVERFLOW WEIR SECTION NO SCALE TYPICAL EROSION CONTROL BLANKET NO SCALE WATER MAIN CONNECTION DETAIL NO SCALE SECTION A -A 6" NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. I EXISTING WATER MAIN TAPPING SLEEVE 15' -0" TAPPING SLEEVE APPLIED ANTI SPALLING COMPOUND 1 "RADIUS TOOLED ROUND EDGE PAVEMENT R U) 35' GRADE EROSION CONTROL BLANKET REQ'D. 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. 4:1 MAXIMUM SLOPE PROPOSED DITCH 30' EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. 6x6 10/10 WELDED WIRE FABRIC WATER SERVICE TO BLDG. SITE SECTION B-B m VALVE BOX NON WOVEN FILTER FABRIC w w v v v v W W W W W •Y W W GRASS A i EN1 G i 937.5 rA PLAN VIEW I E 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE BINDING FROM TRUNK AFTER PLANTING AND STAKING TREE ME .1111: Nt G 3" HARDWOOD MULCH REMOVE UPPER 1/3 OF BURLAP SOIL MIX: 3 PARTS TOPSOIL 1 PART PEAT. SUBGRADE REMOVE UPPER 1/3 OF BURLAP SUBGRADE OF SURFACES SHALL CONSIST 0 WARNINGS ES NOTE: DETECTABLE GS ON WALKING SU 0 OF NOMINAL INCHES, NO AL 0.9 S A C E M WITH A DIAMETER 0 RAISED TRUNCATED DO ES SEO OF -T RSPACING O AN A N R O CENTER-TO-CENTER NOMINAL INN AND CETE HEIGHT OF NOM L 0,2 INCHES EIG NOMINAL 2.35 INCHES AND SHALL CONTRAS T VISUALLY WiTH ADJ OINING 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. DISABLED RAMP WITH MULTIPLE DISABLED STALLS ALONG A WALK DETAIL NO SCALE SCARIFY POT BOUND PLANTS 0 4Voo eG►O1" °44 919 L� jt. rr LTWICE BALL DiA SHRUB PLANTING DETAIL NO SCALE 325 300 275 250 225 200 0 z w J w a 0 S 175 150 125 100 0 75 50 25 FT. 4 :1 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 LT AMENDED PLANTING SOIL TREE PLANTING DETAIL NO SCALE 3.1 REMOVE ANY BINDING AROUND PLANT STEM CREATE 4" SAUCER FINISH GRADE B B OR CONTAINER GROWN ROOT BALL 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 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV.: GUY WiRE 2" SHREDDED HARDWOOD MUL "H STEEL TEE FENCE POST 24" 0 IL 0 15' SAFETY LEDGE AT A 15:1 SLOPE GENERAL STAPLE RECOMMENDATIONS 2 :1 1:1 SLOPE GRADIENT 3:1 SLOPE MAX. R 0 R 0 CONC. OR PAVER FINISH cD LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE 10:1 SLOPE MAX. 3:1 SLOPE MAX. NOTES: 1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION OR FILLING IS REQUIRED. 2. LAKE TO BE CONSTRUCTED WITH A 4" THICK CLAY UNER FROM ON SITE MATERIAL. 74) TRAFFIC TURN ARROW NO SCALE STOP R (o M LAKE SECTION NO SCALE NOTE: 1. CHANNEL UNING 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 UTILIZED. 12" 6' -1" 2' -10 1/9 2 -6 1/24 4:1 SLOPE MAX. 3:1 SLOPE MAX. NORMAL POOL ELEVATION 1' -O" 3" O.D. PIPE WITH A SIMILAR COLOR FINISH CLASS "A" CONCRETE NUT WI LOCKING WASHER SLOPE TO DRAIN 1/4" SLOPE PER FOOT STOP SIGN DETAIL NO SCALE 6' 3' x x B x 11/2' PER 1 1 2 STAPLE PE 1 STAPLE PER SQ. YD. SQ. YD. x x x 3 C 2 STAPLE PER SQ. YD. x x X EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE x D x x x x x x x 3 1/2 STAPLE PER SQ. YD. 15' SAFETY LEDGE AT A 15:1 SLOPE 3:1 SLOPE MAX. WELDED CAP ROUND HEAD BOLTS GROUND LINE POST NON -WOVEN FILTER FABRIC EXTENDS INTO TRENCH 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 0.D• 6 PER SPECS. PERMANENT SEEDING TEMPORARY SEEDING MULCHING E SLOPE CHECK BACKFILL 4" MIN. BELOW BARREL A B 6" X 6" TRENCH 1.25x0• D•+ 12" MIN. WIDTH ''.1 ,11 42 #8 CRUSHED STONE OR -J #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED TRENCH BEDDING DETAIL NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE D 1/2 O.D. 1 •///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. FL) E STRAW MULCH (90 LBS. PER 1000 SQ.FT.) I 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 EXISTING SOIL DITCH CHECK BOTTOM OF DITCH NON -WOVEN FABRIC SILT FENCE DETAIL NO SCALE 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 0.D., PER SPECS. JULY AUG. SEPT. OCT. NOV. DEC. /I GRASS 20% JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. z O W ce a w U 1.1.. cc O J U W H W W H 2 H co N T N 0 0 W 0 a 0 0 N o 0 0 0 D SHEET NO. (n (n CD W d 0 0 0 N 0) dt I CU C602 APPROX 13000 N. PENNSYLVANIA STREET FAX: 317.291.5805 CARMEL, INDIANA 7140 Waldemar 619 1-6tblk.dwg TOP OF BAN