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HomeMy WebLinkAboutSheet 6 Erosion Control Plan3 u w 6 G 0 C w Z G U z w i 0 o n o 0 moo =moo W N <o O � G 0 U a) c:■ 0 � y w + y CONSTRUCTION ENTRANCE A T Or ce Oo� 66 a � S CIOh `:00 cc, /I- 41 ' n a � I �S,4y C p;9ht\o t, 4- roJ, fW .Y I I 28J�26s I I I v � /964 0 Per- + \ \\ .1• v, // y 4/1 roughk' Iron \P .y \\ ��. once on Mos. * (TYP') 41 41 14/ 4 ondrete "Side Sr)uth Line, $W 14 SeC 1 - T17N-R3F 9 6 t h S T R E E T T 41 4 �j ' 45' Half Right —of —Way line per Marion County — Thoroughfare Plan, dated 6 -5 -96 —`—`— 8 I 7 6 k, Edge Approx. Extents of Wooded Area I I I I � L I PERMANENT SEEDING SPECIFICATIONS: ■ 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). U 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM Z REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN o fZ', EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND EYU, OTHER LITER. U 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. w W 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. `^ W v N 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO y p MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. U rn 4, °c 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED It ACROSS THE SLOPE AS MUCH AS POSSIBLE. O W 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL W o O0 IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, W E- FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE Z a DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 1 1) COVER SEED TO A DEPTH OF %" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 M TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. rA 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. p 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. orn 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN W ACCEPTABLE STAND OF GRASS IS ESTABLISHED. �1 5 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS z WW REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. C/) a 9 �Ua W Q EROSION CONTROL NOTES: �■ A W W THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF *-4 EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE 0 ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. U TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 20 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. w 3 PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. U ° H o �cn W Gp Q Q Q O ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO 0 02 o 9 E ° SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. q� w A A IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. A THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT.00T. NOV. DEC. PERMANENT q SEEDING DORMANT B--- -e. B_� SEEDING ®A TEMPORARY C SEEDING E * SODDING F MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SO. FT.) F = SOD G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD, SEASONAL SOIL PROTECTION CHART I EROSION CONTROL LEGEND ® - SILT FENCE BOX OR GRAVEL BAG INLET PROTECTION - TEMPORARY CHECK DAM - PERMANET OR TEMPORARY SEEDING AREA REMAINING UNALTERED INE EXCESS APPLIED 20 DAYS. USE PLANTING CHART - SOD - EROSION CONTROL BLANKET USE STAPLE PATTERN N.A.G. S75 IN SWALE - CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) - - -- SILT FENCE I I —WARNING — alt SE Corner, S 14 THIS PLAN TO BE USED FOR ec. - EROSION CONTROL PURPOSES ONLY. RRSF per M.C�S.R. 4 3 112'* - #2 STONE FILTER FABRIC OHTR FUNDERFILE A IC CONSTRUCTION ENTRANCE (NO SCALE) SCALE: 1 " = 30' 0 15' 30' 60' CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND VALVES, AND MARKS GM DE UPON LIMHEEGGROUND ABYO OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 TOLL FREE rn Z O 5 G11111 ff�A/ �`T `\\�� . /' O o ENO. U' '��OS OF DIANP •� G� `�`�. /11111111111 DARRELL G. PHILLIPS 900119 ti V �O, Qp1 !1w M O d a c^ q w V O � �C -J O v wow � COQ W CO p SHEET NO. of 7