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Home My WebLink About05050053.14E N N I Ln 0 0 N > 0 z v 0 SECTION A -A D ROCK DONUT DETAIL a (TYP. ) NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND, (COLOR N0. 105090 IN FEDERAL STANDARDS 595a) DOUBLE COAT. (NP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. DISABLED PAVEMENT SYMBOL NO SCALE 1 8" ALUMINUM PANE SCREEN PRINT SYMB( COLORS SELECTE BY LAND ARC DISABLED SYMBOL NOTE: ONE SIGN MUST HAVE AN ACCE 2" SQ. ALUMINUM FINISH AS PER SPECIFICA' FINISH GR EARTH CONCRETE FOOTING WHITE ... C ..... BLUE _........'.'..'...: F GRANULAR MATERIAL c K m ° ° ° ° ° : :: ...... . INDIANA DEPARTMENT i d ° d CONIC. OR ' ... . z PAVER SLOPE CONC. 1" ABOVE & FINISH FINISH W/ STEEL TROWEL ° TOOLED CONTRACTION JOINT >, aSIDEWALK d� °.d DISABLED PARKING SIGN NO SCALE -III = - - 11 =11' B & B OR CONTAINER PEAT• il_I11 -� -111 III = 111_ -III= III =III GROWN ROOT BALL I- SUBGRADE - SCARIFY POT TWICE BALL DIA BOUND PLANTS SHRUB PLANTING DETAIL NO SCALE o �i SLOPE NOTE: EXTEND ROCK DONUT UNTIL TOP MEETS EXISTING GRADE AT THE SAME ELEVATION, A J APPLIED ANTI - SPALLING COMPOUND - 1 "RADIUS TOOLED ROUND EDGE -PAVEMENT 6x6 - 10/10 WELDED WIRE FABRIC �n 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER- IIII „c TC REMOVE UPPER -1 /3 OF BURLAP i LOCKING WELDED CAP WASHER STOP 1 Ll �BO T D HEAD 3” 0. D. PIPE WITH A SIMILAR COLOR FINISH SLOPE TO DRAIN 1--1/4" SLOPE PER FOOT L -� "CLASS "A" CONCRETE 12" STOP SIGN DETAIL NO SCALE 2 "x2 "x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2 . HOSE LOOP REMOVE BINDING AROUND TRUNK AFTER PLANTING e AND STAKING -�-- FINISH GRADE OIL MIX: 3 PARTS T Fli i7TOPSOIL & 1 PART II PEAT. SUBGRADi NOTE: HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30" INTO THE GROUND EVERGREEN PLANTING DETAIL NO SCALE 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV, GUY WIRE 2" SHREDDED HARDWOOD MULCH REMOVE BINDING FROM STEEL TEE FENCE POST 24" TRUNK AFTER PLANTING AND STAKING TREE - .,.�. II. IF 11= 'li IIII- :: ";�•. •.r: >' ICI - II& III I If-1 I FE - III- I1- _::• = �LII il. II_ �I_�IT�_�IICII�IIC -II_ -IIF AMENDED PLANTING SOIL TREE PLANTING DETAIL NO SCALE A -` - W W. GRASS- ... C ..... o _........'.'..'...: NO SCALE GRANULAR MATERIAL B'.'.'.'.'.'. U ° ° ° ° ° : :: ...... . INDIANA DEPARTMENT WALKED IN FOR COMPACTION d ° d :.:::. C :.:..::•:::..'•' ' ... . z #8 CRUSHED STONE OR #8 VARIES ° B ° ° ` d ° ° °° B° ° TOOLED CONTRACTION JOINT >, aSIDEWALK d� °.d ° ry m c N PRIOR TO CLEARING AND GRADING 1/4" WIDE, MIN. 1 1/2" DEPTH ° ° d ° - SIDEWALK a (J) ca 8 FRACTURED FACE O a d V) ° d RAMP ° ° d ° d In TEMPORARY SEEDING N B d ° 12:1 (MAX) ° 1 /2 O.D. OR WALKED IN TO 1/2 O.D„ BELOW B .... .....:.. U PER SPECS, � ° . a° •—,•.=- ,�•— >�---- e•— ,ti-- ,`•,.-- �--�•— .off..,° o ° � D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT,) ' Lp W SEEDING AND MULCHING OJ #8 CRUSHED STONE OR w ro m m EROSION CONTROL BLANKET I AFTER FINISH GRADING �1II,, IIII- III=II1 =1I1 =1I1 =III- Q GRANULAR 111 1 III BELL HOLE EXCAVATED Q W BACKFILL -11 f= 111_ =1 (rte Y INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED a a COMPACTED SUBGRADE 6„ l'.° n v 4" REBAR CONT. AT KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED TOP & BOTTOM � N/A � REMOVAL OF SILT FENCE ill =�1 a•°-= 1.) CONTRACTION JOINTS TO BE 111 III ° AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED A MINIMUM OF 1 1/2" DEEP 1111111111 ° 2.) SEE CONCRETE WALK SECTION FOR III =11- -I / LOCATION OF JOINTS. -III III J I 1 -I 11 =1T 3" a' _0 RE FULL DEPTH SEPARATORS ARE NOT x o c: PERMITTED EXCEPT AT EXP. JOINTS. I 6 E u SECTION A -A Q) Q, - a E I N Ln _ o o cn 0 N p E o m z w a ° cn -0 a `t- � 0 APPLIED ANTI - SPALLING COMPOUND - 1 "RADIUS TOOLED ROUND EDGE -PAVEMENT 6x6 - 10/10 WELDED WIRE FABRIC �n 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER- IIII „c TC REMOVE UPPER -1 /3 OF BURLAP i LOCKING WELDED CAP WASHER STOP 1 Ll �BO T D HEAD 3” 0. D. PIPE WITH A SIMILAR COLOR FINISH SLOPE TO DRAIN 1--1/4" SLOPE PER FOOT L -� "CLASS "A" CONCRETE 12" STOP SIGN DETAIL NO SCALE 2 "x2 "x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2 . HOSE LOOP REMOVE BINDING AROUND TRUNK AFTER PLANTING e AND STAKING -�-- FINISH GRADE OIL MIX: 3 PARTS T Fli i7TOPSOIL & 1 PART II PEAT. SUBGRADi NOTE: HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30" INTO THE GROUND EVERGREEN PLANTING DETAIL NO SCALE 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV, GUY WIRE 2" SHREDDED HARDWOOD MULCH REMOVE BINDING FROM STEEL TEE FENCE POST 24" TRUNK AFTER PLANTING AND STAKING TREE - .,.�. II. IF 11= 'li IIII- :: ";�•. •.r: >' ICI - II& III I If-1 I FE - III- I1- _::• = �LII il. II_ �I_�IT�_�IICII�IIC -II_ -IIF AMENDED PLANTING SOIL TREE PLANTING DETAIL NO SCALE A -` - W W. GRASS- 6- ABOVE PAVEMENT WALK PAVEMENT GRADE WALK 0 PAVEMENT GRADE LA PLAN VIEW 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. o u' SECTION B —B -j r / m V) ° 0 DISABLED RAMP WITH MULTIPLE �� o DISABLED STALLS ALONG A WALK DETAIL � � j NO SCALE OVERFLOW WEIR SECTION NO SCALE EROSION CONTROL BLANKET REQ'D, NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. SC -150 - - EDGE OF BLANKET SHALL 70-0" - BE ANCHORED IN A 6" DEEP EDGE OF BLANKET SHALL X 6" WIDE TRENCH. BE ANCHORED IN A 6" DEEP 4:1 MAXIMUM SLOPE X 6" WIDE TRENCH, GROUND LINE 3' OR WIDTH PER PLAN iI I 1 TOPSOIL BACKFILL jl " -' #8 WASHED GRAVEL (INDOT STD. SPEC.) PROPOSED DITCH VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. TYPICAL EROSION CONTROL BLANKET NO SCALE SLOPE CHECK DITCH CHECK JOINING FENCES POST NON -WOVEN FABRIC FLOW — BACKFILL I1= = 11II�� II -1I1- \_EXISTING SOIL NON OVEN BO�OF FILTER FABRIC 6" X 6" TRENCH DITCH EXTENDS INTO TRENCH SILT FENCE DETAIL NO SCALE 3 1� REPLACE TOP 6" WITH TOPSOIL OR APPROVED EQUAL �I PERFORATED SUBSURFACE TILE 4" SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE SWALE UNDERDRAIN DETAIL NO SCALE 325 300 275 250 225 200 w 175 w 150 125 100 75 50 25 FT. GENERAL STAPLE RECOMMENDATIONS ... C ..... ..... :.. : :. _........'.'..'...: : : : :..'.'.'.'.': GRANULAR MATERIAL B'.'.'.'.'.'. < a ° ° ° ° ° : :: ...... . INDIANA DEPARTMENT WALKED IN FOR COMPACTION d ° d :.:::. C :.:..::•:::..'•' ' ... . z #8 CRUSHED STONE OR #8 MIN. WIDTH ° B ° ° ` d ° ° °° B° FRACTURED FACE AGGREGATE C D aSIDEWALK d� °.d ° ry ° � > N PRIOR TO CLEARING AND GRADING < a ° ° d ° - SIDEWALK a (J) w 8 FRACTURED FACE O a d V) ° d RAMP ° ° d ° d In TEMPORARY SEEDING N B d ° 12:1 (MAX) ° 1 /2 O.D. OR WALKED IN TO 1/2 O.D„ BELOW B .... .....:.. U PER SPECS, BARREL 6- ABOVE PAVEMENT WALK PAVEMENT GRADE WALK 0 PAVEMENT GRADE LA PLAN VIEW 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. o u' SECTION B —B -j r / m V) ° 0 DISABLED RAMP WITH MULTIPLE �� o DISABLED STALLS ALONG A WALK DETAIL � � j NO SCALE OVERFLOW WEIR SECTION NO SCALE EROSION CONTROL BLANKET REQ'D, NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. SC -150 - - EDGE OF BLANKET SHALL 70-0" - BE ANCHORED IN A 6" DEEP EDGE OF BLANKET SHALL X 6" WIDE TRENCH. BE ANCHORED IN A 6" DEEP 4:1 MAXIMUM SLOPE X 6" WIDE TRENCH, GROUND LINE 3' OR WIDTH PER PLAN iI I 1 TOPSOIL BACKFILL jl " -' #8 WASHED GRAVEL (INDOT STD. SPEC.) PROPOSED DITCH VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. TYPICAL EROSION CONTROL BLANKET NO SCALE SLOPE CHECK DITCH CHECK JOINING FENCES POST NON -WOVEN FABRIC FLOW — BACKFILL I1= = 11II�� II -1I1- \_EXISTING SOIL NON OVEN BO�OF FILTER FABRIC 6" X 6" TRENCH DITCH EXTENDS INTO TRENCH SILT FENCE DETAIL NO SCALE 3 1� REPLACE TOP 6" WITH TOPSOIL OR APPROVED EQUAL �I PERFORATED SUBSURFACE TILE 4" SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE SWALE UNDERDRAIN DETAIL NO SCALE 325 300 275 250 225 200 w 175 w 150 125 100 75 50 25 FT. GENERAL STAPLE RECOMMENDATIONS �c �1 EXISTING I If WATER MAIN I I I I TAPPING SLEEVE GATE VALVE WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. GRADE VALVE BOX I I I I I I I TAPPING SLEEVE I I WATER SERVICE TO BLDG, SITE I I Lid WATER MAIN CONNECTION DETAIL NO SCALE 6' is 1 STAPLE PER SQ. YD. 1 1/2 STAPLE PER SQ, YD. N N Jxl�x x x20 x x �t 3 x x x x C D x x x x 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE 2 STAPLE PER SO. YD. 3 1/2 STAPLE PER SO. YD. SLOPE GRADIENT NOTE: 1, CHANNEL UNING UTIUZE 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, EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE INITIAL BACKFILL 6" OF HAND 1iffi\ ... C ..... ..... :.. : :. _........'.'..'...: : : : :..'.'.'.'.': GRANULAR MATERIAL B'.'.'.'.'.'. .. '.' '...... ............'. : :: ...... . INDIANA DEPARTMENT WALKED IN FOR COMPACTION Z C . :.:.:. :.:::. C :.:..::•:::..'•' ' ... . (MECHANICAL COMPACTION #8 CRUSHED STONE OR #8 MIN. WIDTH OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE TO 95% PROCTOR DENSITY) FRACTURED FACE AGGREGATE C D B : :. :. :.:. :. :. :.. .:. :.:.:.:.... :. :. :....: PRIOR TO CLEARING AND GRADING 8 CRUSHED STONE OR IN TO 112 O.D. + 6 ", m (J) INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF 8 FRACTURED FACE PER SPECS. 90. TEMPORARY SEEDING A B = WHEAT OR RYE 2 BUSHEL PER ACRE :: . :. :. :. :.: O 1 /2 O.D. OR WALKED IN TO 1/2 O.D„ BELOW B .... .....:.. U �c �1 EXISTING I If WATER MAIN I I I I TAPPING SLEEVE GATE VALVE WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. GRADE VALVE BOX I I I I I I I TAPPING SLEEVE I I WATER SERVICE TO BLDG, SITE I I Lid WATER MAIN CONNECTION DETAIL NO SCALE 6' is 1 STAPLE PER SQ. YD. 1 1/2 STAPLE PER SQ, YD. N N Jxl�x x x20 x x �t 3 x x x x C D x x x x 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE 2 STAPLE PER SO. YD. 3 1/2 STAPLE PER SO. YD. SLOPE GRADIENT NOTE: 1, CHANNEL UNING UTIUZE 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, EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE INITIAL BACKFILL 6" OF HAND 1iffi\ n- BACKFILL WITH CLEAN PLACED NATIVE MATERIAL O.D. /4 GRANULAR MATERIAL WITH SOLIDS NO LARGER MIN. = 4" PER REQUIREMENT OF THAN 2 -3 INCHES IN DIAMETER O INDIANA DEPARTMENT WALKED IN FOR COMPACTION Z OF HIGHWAYS. 1.25x0.D. +12' (MECHANICAL COMPACTION #8 CRUSHED STONE OR #8 MIN. WIDTH OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE TO 95% PROCTOR DENSITY) FRACTURED FACE AGGREGATE O O UNDERMINING DURING CLEANOUT HAND TAMPED OR WALKED - - - -- - - - - -- = SPRING OATS 3 BUSHEL PER ACRE PRIOR TO CLEARING AND GRADING 8 CRUSHED STONE OR IN TO 112 O.D. + 6 ", m (J) INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF 8 FRACTURED FACE PER SPECS. 90. TEMPORARY SEEDING AGGREGATE HAND TAMPED 4 MIN. = WHEAT OR RYE 2 BUSHEL PER ACRE tiG ?. - O 1 /2 O.D. OR WALKED IN TO 1/2 O.D„ BELOW INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE U PER SPECS, BARREL PERMANENT SEEDING D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT,) ' Lp W SEEDING AND MULCHING OJ #8 CRUSHED STONE OR w ro m m EROSION CONTROL BLANKET 8 FRACTURED FACE AGGREGATE, AFTER FINISH GRADING E BELL HOLE EXCAVATED Q PIPE SIZE 8" TO 15" 18" & OVER BEDDING BELOW THE O.D. /4 O.D. /4 PIPE BARREL MIN. = 4" MAX. = 8" TRENCH & BEDDING DETAIL NO SCALE STABILIZATION PRACTICE: JAN, FEB, MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 0 PERMANENT A I / ► SEEDING TEMPORARY D SEEDING E MULCHING d rJ ■ Q cn V Q O p U z z Q O -I _J O N a = z �:D O U w z �j o J U � Q Q' Q' w w a a Ln Ln CD 0 to N A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% 4-4,4 Xo r- �'' � J OO O y4 j,N —'mod cm ;5 Z PRIOR TO CLEARING AND GRADING O TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND Z Z SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. 0 PERMANENT A I / ► SEEDING TEMPORARY D SEEDING E MULCHING d rJ ■ Q cn V Q O p U z z Q O -I _J O N a = z �:D O U w z �j o J U � Q Q' Q' w w a a Ln Ln CD 0 to N A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% MAINTENANCE Ln INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; J STONE ENTRANCE PLUS 2 TONS OF STRAW MULCH/ ACRE PRIOR TO CLEARING AND GRADING O TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND Z Z SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION z SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING U O O UNDERMINING DURING CLEANOUT O a B = SPRING OATS 3 BUSHEL PER ACRE PRIOR TO CLEARING AND GRADING TREE PROTECTION a, m (J) INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED C = WHEAT OR RYE 2 BUSHEL PER ACRE or) O (n V) CO INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE U STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT,) ' Lp W SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) Q W Q Y INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED a o o v 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. 9 IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED, SEEDING SCHEDULE NO SCALE NOTES: 1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION OR FILLING IS REQUIRED, 2. LAKE TO BE CONSTRUCTED WITH A 4" THICK CLAY LINER FROM ON SITE MATERIAL, LAKE SECTION NO SCALE IN MAINTENANCE & INSTALLATION GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; J STONE ENTRANCE CONTROL; P P FOR DRAINAGE AND RUNOFF CO RESHAPE AD AS NEEDED 0 D PRIOR TO CLEARING AND GRADING 0 TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND Z Z SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY 0. INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION z SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING U HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT O a EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING 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 PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING 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 INLET PROTECTION REPAIRS IMMEDIATELY, REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD &LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED 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 L- C Ln O 00 0 - 6 00 U a c: z_ E O O L N W ?l- a 0 O o 00 N O (D Q 'S (� _c: 't M LL Z a Lu a a 0 Z a J co D O IIII '►7 SHEET NO. C602 V J � 0 � Z Z a 0. z W U 0 O a '►7 SHEET NO. C602 V