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HomeMy WebLinkAboutC300 - Erosion Control-C302C.A.#38 C.A. #26 199 200 311 312 S S S S S S D P.W.P. P.W.P. P.W.P. P.W.P. W SS 843.72843.85843.57843.83844.35844.46844.05844.32844.14T.P.842.81844.51844.46844.20844.20844.26844.08844.36844.52844.40836.69836.77843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25842.60842.47841.50841.35C.O.841.70841.59842.52EX. 8' P A T H EX. 8' P A T H 845 845 850 8 5 5 8 6 0 846 84 6 84 7 847 84 8 8 4 9 8 5 1 8 5 2 8 5 3 8 5 4 8 5 6 8 5 7 8 5 8 8 5 9 84 5 84 5 850 855 860 84 6 84 6 847 847 848 84 8 849 851 852 853 854 856 857 858 859 861 862 845850855 860 843844846847848849851851 851 852 853 854 856 857 858 859 861 862 863 84284 2 843 843 84083984184284084 0 8 3 8 838 839 8 3 98418428428 4 0 8 4 1 8 4 2 8 4 3 8458508428438448468478488498518518638638648 6 0 8568578 5 8 8 5 9 861 862 8628558608518 5 2 8 5 3 854 8568578588598 4 5 8 4 5 8 4 1 8 4 2 8 4 3 8 4 4 8448 4 6 8 4 6 8 4 7 8 4 7 84 0 84 1 8428 4 3 8448 4 08398 4 1 842843847848 849 845 842 843844 846 840 840838838839839 841841841840841 845841841842843844 840 841 845 842 843 844 846 84 7 840837838839 836837 838 8398 5 0 8558 4 6 8 4 7 8488498518528538548 4 5 8428 4 3 8 4 48458 4 2 84 3 8 4 4 845 84 5 85 0 844 844846 847 848 8 4 9 846 847 848 848849 849 855 860 856 857 858 859 861 862 850 851 852853855854 856 85 7 85 8 8 5 9 8458428428438448468458458458 4 6 8408 4 1 8 4 2 855 855 8 5 5 851 852853854854 854856856 85 0 847 848 849 8 5 1 8 4 5 8 4 3 8 4 4 850 847 848 849851 852 853 846847848849847840839 839 841 842842843 84 0 8418458 4 4 846846847848849 8 5 0 5' SIDEWALK5' SIDEWALK5' SIDEWALK > o o o > o o o > o o o > o o o > o o o > o o o 10+00 852.96 11+00853.6712+00853.6713+00853.702 + 8 8 . 6 3 8 5 6 . 3 2 G R D . C H G . 2 + 7 4 . 5 8 8 5 5 . 9 6 G R D . C H G . 2 + 2 8 . 0 4 8 5 5 . 6 3 G R D . C H G . 2 + 1 4 . 0 2 8 5 5 . 2 6 G R D . C H G . 1 + 6 7 . 3 1 8 5 4 . 9 3 G R D . C H G . 1 + 5 3 . 3 2 8 5 4 . 5 7 G R D . C H G . 1 + 0 6 . 6 3 8 5 4 . 2 4 G R D . C H G . 0 + 9 2 . 6 3 8 5 3 . 9 0 G R D . C H G . 0 + 4 5 . 9 6 8 5 3 . 5 7 G R D . C H G . 3 + 3 5 . 2 9 8 5 6 . 6 5 G R D . C H G . 3+78.62 858.59 GRD.CHG. 0 + 2 5 . 0 0 8 5 2 . 8 5 G R D . C H G .0.60%-0.60%2.00%2.00%-2.00% - 2 . 0 0% -2.00 % -2.00% 2. 0 0 % 0. 7 0 %0.60%-0.60%0.60%0.80%-0.60% JG607 JG715 JG719 JG716 JG717 JG718 JG606 JG834 75 L.F. SWALE @ 3.51%196 L.F. SWALE @ 1.00%1.22%-1.25% 5 + 3 9 . 3 0 8 5 3 . 1 0 G R D . C H G .1+15.32852.61LP2+48.26853.30HP4+14.96 852.42 LP8+48.72859.29GRD.CHG.10+75.36 858.34 GRD.CHG.9+24.49860.00HP0+50853.371+00852.651+50852.772+00853.073+00853.043+50852.744+00 852.45 4+ 5 0 85 2 . 5 7 6 + 0 0 8 5 4 . 3 2 6 + 5 0 8 5 5 . 3 2 7 + 0 0 8 5 6 . 3 2 7 + 5 0 8 5 7 . 3 29+00859.909+50 859.89 10+00 859.28 10+50 858.66 11+00 857.85 11+50 856.85 12+00 855.85 12 + 5 0 854 . 8 5 0+00854.378+06.46858.448+84.93859.739+64.93 859.72 3+65.92852.65856.5856.2857.5855.6855.4856.4854.9854.7855.7857.5857.7857.3856.1854.8853.3854.9854.1853.9859.7860.7858.8857.4856.0859.9858.6857.2858.5 854.4859.8860.5861.4 860.7861.58 5 3 . 7855.1859.3M.E.850.6M.E.847.8M.E.861.9M.E.862.6M.E.863.0M.E. 852.9856.8859.4860.1860.8 853.9852.9 853.5 853.4 853. 5 8 5 3 . 1 852.8853.0 853.5 854.1 853. 6 854. 1 843.3 844.6 844. 6 8 5 3 . 2 8 5 3 . 7 8 4 2 . 2 853.58 4 2 . 4852.9853.2856.7856.8857.3855.3853.9853.1855.4854.0853.2853.0855.9854.5853.7853.5851.0852.0858.0 857.9 858.5 858.9 859.0 859.9 860.5 860.6 861.5855.9 854.1 861.0 861.2 861.7853.9 857.2 334 858.6 335 859.9 336 860.7 337861.5 338 862.7 339 861.7 340 861.5 341 859.8 342 858.3 343 857.3 344 855.9 345 854.5 346 853.8 347 853.7 348 854.1 349 854.1 350 854.1 351 854.8 352 855.8 353 857.0 354 859.2 355 861.4 863.4 862.1 862.7 862.7861.7 860.1 860.3 859.0M.E.856.6 858.9860.0 859.6 857.7 855.2 853.7854.0854.7855.4856.1856.8854.4855.1855.7856.4856.1857.60.70%0.70%0.70%2. 6 2 % 846.0 845.1 845. 3 8 4 2 . 6 8 4 7 . 9851.4852.0854.6852.0854.3855.1 859.3856.0 FW(FIRM)FW( FI R M)FW(FI R M)FW(FIR M)FW(FI R M) FW( FI R M)FW(FI R M) FW( FI R M) 8 4 1 . 0 M.E.858.7858.830' B-BW W W W W W W W WWWWWWWWWWWWW WW WWWWWWWWWWWWWEXMOOR DRIVE MEN DE N H ALL DRI VE EXM O O R D R IV E EXMOOR DRIVEEXMOOR DRIVE30' B-B30' B-B30' B-B 852.8852.960'55'55'60'55'60'55'60'55'60'55'60'55'60'55'70'75'60'75'60'90'60'90'55'55'90'90'60'80'6 5 '80'55'80'6 5 ' 55'85'55'65'5 5 '65'5 5 '55'80'5 5 ' BLOCK 'O' 66,245 sq. ft. T.C.=855.50 T.C.=853.10 T.C.=852.80 T.C.=859.00 150 L.F. 6" SSD RISER T.C.=861.1 5' SIDEWALK 10' B. L . 10' B.L.10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.1 0 ' B . L . 1 0 ' B . L . 1 0 ' B . L . 10' B. L.10' B.L.10' B.L.15' D&U.E15' D&U.E2 0 ' B . L . 2 0 ' D . U . & S . S . E . 2 0 ' B . L . 2 0 ' D . U . & S . S . E . 1 0 ' D . U . & S . S . E . 1 0 ' D . U . & S . S . E . 10' D&U.E.10' D&U.E.10' D&U.E.10' D&U.E.1 0 ' D & U . E . 1 0 ' D & U . E .10' D&U.E.10' D&U.E.5' S I D EW A L K 5' S I D EW A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALKC.O. III C.O. III C.O. III C.O. III C.O. III C.O. III C.O. III C.O. III V A R . D . U . & S . S . E . VAR. D.U.&S.S.E. VAR. D.U. &S.S.E. VAR. B.M.P.E. & R.D.E. & U.E. (PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P R I V A T E )VAR. BUFFER&L.B.&R.D.E.34 L.F. 24" R.C.P. @ 0.49% 62 L.F. 24" R.C.P. @ 0.30% 70 L . F . 1 5 " R . C . P . @ 0 . 3 0 % 30 L.F. 15" R.C.P. @ 0.30% 40 L.F. 21" R.C.P. @ 0.30% 103 L.F. 21" R.C.P. @ 0.30% 13 L.F. 18" R.C.P. @ 0.52% 30 L.F. 12" R.C.P. @ 0.30% 21 L.F. 12" R.C.P. @ 0.82%160 L.F. 18" R.C.P. @ 0.37% 30 L.F. 18" R.C.P. @ 0.30%135 L.F. 15" R.C.P. @ 0.30%15 L.F. 15" R.C.P. @ 0.30% 30 L.F. 15" R.C.P. @ 0.30% 30 L.F. 12" R.C.P. @ 0.30% 15 L.F. 15" R.C.P. @ 0.30% 51 L.F. 15" R.C.P. @ 0.30%161 L .F . 12" R .C .P . @ 0 .31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENTD2D1 I1 H1 E1E2 E3 F1 F2 F3 F4 G2 G3 G4 B1 B2 B3 B4 B5 B8 C1 C2 A2 A1 B6 G5 10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E C.A.#8-1 80,716 sq. ft. C.A.#8-2 180,267 sq. ft. C.A.#8-3 17,795 sq. ft. C.A.#8-4 4,593 sq. ft. C.A.#8-5 2,605 sq. ft. C .A . # 8 - 68,670 sq. ft.BLOCK 'O' 66,245 sq. ft. BLOCK 'P' 23,840 sq. ft.BLOCK 'Q'8,486 sq. ft.VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E. VAR. D.U.&S.S.E. & B.M.P.E. C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E. (P R I V A T EALLEY)C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E. RISER T.C.=859.1 65 L.F. 6" SSD 857.6M.E.858.0M.E.856.7M.E.100' WIDE TREEPRESERVATIONEASEMENTH2 B7 I2 G1 83 L.F. 18" R.C.P. @ 0.10%62 L . F . 1 8 " R . C . P . @ 1 . 3 7 % 42 L.F. 6" HDPE @ 2.38% 41 L.F. 6" HDPE @ 1.00% 42 L.F. 6" HDPE @ 1.67% 58 L.F. 6" HDPE @ 3.00% 68 L.F. 18" R.C.P. @ 0.39%WWWW WW C.A .#8 -2108,267 sq . f t .VAR.B.M .P .E .& R .D .E . & U .E . C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E. BASIN 12C 2YR = 846.32 10YR = 847.33 100YR = 848.46 T.C.=859.50 RISER T.C.=853.9 RISER T.C.=858.1 2 4 9 L . F . 6 " S S D 1 0 ' D . U . & E . C.O. C.O. C.O. w/ BEEHIVE GRATE (SEE DETAIL 1299CGD - SHEET C802) C.O. C.O. C.O. C.O.15' T.P.E.15' T.P.E.15' T.P.E.50' D.U. & S.S.E. & I.E.E. & P. A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5 0 ' D .U . & S . S . E .& I . E . E . & P .A . E . 50' D.U. & S.S.E. & I.E.E. & P.A.E. 9+60.23 853.15 GRD.CHG.13+60.32854.07GRD.CHG.12+47.26853.45LP10+00.00 852.96 LP 11+47.99853.90HPC.O. w/ BEEHIVE GRATE (SEE DETAIL 1299CGD - SHEET C802) C.O. w/ BEEHIVE GRATE (SEE DETAIL 1299CGD - SHEET C802) SSD INV. 842.00 253 L . F . 6 " S S D @ 0 . 5 0 % TC. = 844.42 SSD INV. EL 841.92 TC. = 844.21 SSD INV. EL 841.71 TC. = 8 4 4 . 3 7 SSD IN V . E L 8 4 1 . 8 7 TC. = 8 4 4 . 1 3 SSD I N V . E L 8 4 1 . 6 3 TC. = 843.86 SSD INV. EL 841.36 TC. = 843.92 SSD INV. EL 841.42 TC. = 8 4 3 . 5 0 SSD I N V . E L 8 4 1 . 0 0 TC. = 8 4 3 . 8 0 SSD I N V . E L 8 4 1 . 3 0 SSD INV. 840.73 TC. = 843.40 SSD INV. EL 840.90 TC . = 8 4 3 . 3 0 S SD INV . E L 8 4 0 . 8 0 C.O. C.O. C.O. C.O. RISER T.C.=851.9 INV.=849.9 79 L.F. 6" SSD SSD E. INV.=849.11 STA. 421.5597BFE 846.05STA. 508 BFE 846.38 STA. 3 3 7 BFE 8 4 6. 0 1 STA. 0.161BFE 846.45STA. 0. 0 9 0 BFE 8 4 5. 4 2 STA. 0. 0 3 6 BFE 84 2. 9 1 STA. 14 7. 0 0 9 2 BFE 846. 0 1 STA. 79. 2 9 7 4 8 BFE 842. 9 8 STA. 32 BFE 842. 7 9 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F S F S F S F SFSF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SF S F SFSF DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.PERM. STORM WATER POLLUTION PREV. PLANC302REVISED PER CITY OF CARMEL COMMENTS10/21/21AECREVISED PER CITY OF CARMEL COMMENTS12/06/21AEC60160REP-S8 KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C300 - Erosion Control.dwg - C302Modified / By:December 6, 2021 2:27:42 PM / ecarsonPlotted / By:December 6, 2021 2:55:58 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTTHIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: DOUG WAGNER PHONE: (317) 770-7011 NOTES ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. ANY STORM MANAGEMENT AREA 2 SIGNAGE DISTURBED, OR DAMAGED, DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED, IN KIND, BY THE CONTRACTOR. REFER TO V3 DESIGN DEVELOPMENT DOCUMENTS FOR DETAILS. GRAPHIC SCALE ( IN FEET ) 1" = 50 FT APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL NOS.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL NOS.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 FWF(FIRM) FWF(FIRM) LEGEND DENOTES CONSTRUCTION LIMITS DENOTES SILT FENCE DENOTES PERMANENT SEEDING & MULCH AREAS Seeding rate: Seeding mixture: 130 lbs / acre or 3 lbs / 1,000 sqft 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass DENOTES SEEDING w/ FIBER BLANKET #S75 BY NORTH AMERICAN GREEN Seeding rate: Seeding mixture: 110 lbs / acre or 2.5 lbs / 1,000 sqft 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard grass 10% Kentucky bluegrass DENOTES TEMPORARY SEEDING & MULCH AREAS Seeding rate: Seeding mixture: 50 lbs / acre 100% perennial rye DENOTES UPLAND WOODLAND MIX GRASS SEE CHART BELOW STORM MANAGEMENT AREA 1 SIGNAGE (SEE DETAIL THIS SHEET) PLANTING SCHEDULE UPLAND WOODLAND MIX TYPE OF SEED - GRASSES LATIN NAME COMMON NAME Oz / Acre Carex cephalophora Short-Headed Bracted Sedge 1 Carex gracillima Graceful Wood Sedge 1 Carex sparganioides Canada Wild Rye 1 Diarrhena americana American Beak Grass 8 Elymus riparius Riverbank Wild Rye 3 Elymus villosus Hairy Wild Rye 2 Elymus virginicus Virginia Wild Rye 64 Hystrix patula Bottlebrush Grass 16