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HomeMy WebLinkAbout600 Erosion Control Plan0) a 0 a 0 w z a P0 0) a) LTht (0 a) a LCD E z Y X I £0 OLd Wc< LLd. I Ocii otr ID 11 (D('4 0< g3z o zf- U UU I- U Z— b_� UU L UD xa EM REPLAT OF LOTS 67 68 IN C WIEDLER'S SUBDIVISION 0.B. 153 P. 452-453 PARCE'_ C PARCEL "A LOT 43 (M .B. 153 P4 453) RESIDENTIAL (M .B. 153, P 453) LOT 42 MULCHED SEEDING LAJ EROSION CONTROL BLANKET (NORTH 2 AMERICAN GREEN SC-150 OR EQUAL) AND MULCHED SEEDING A` CONSTRUCTION DRIVE (SEE DETAIL THIS SHEET) INE BLACKWELL, TRUSTEES 3 INST. #20060000014 6 LOT 5 Az I N S T. N LOT 6A LLJ 16 GRASS LINED FILTER STRIPS EXISTING CONTOURS 1 800 PROPOSED CONTOURS SILT FENCE SLOPE CHECK CN (NUTEC 3 NWS-6 OR APPROVED EQUAL) 10' STRIP PER PLAT RESIDENTIAL TREE PROTECTION FENCING M••U•uuumuuu••i CONSTRUCTION LIMITS UJ ZD 75 SYS CIp AI C4 LOT 41 INDOT CA. NO. 5 inch r SD18 to allow for settlement Aggregate along top and sides of spillway PRE-CONSTRUCTION SWPPP T=112 inches Overfill 6 inches SCALE: 1" 30' RBw Rock Dam Bottom Width SD Spillway Depth SBw Spillway Bottom Width T Spillway Side-Slope Armament Thickness 30 0 30 60 SCALE: 1" 30' EXISTING CONTOUR INTERVAL 1' PROPOSED CONTOUR INTERVAL 1' L--------------- -J PUBLIC ROAD 6" #53 STONE 20' (MIN.) a 3.0% SEE NOTES FOR TION AGGREGATE SEC GEOTEXTILE CD FABRIC SECTION A-A 6" #2 STONE TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE TREE PROTECTION FENCING TO BE INSTALLED AS NECESSARY ON A LOT BY LOT BASIS. CONTRACTOR TO HAVE AN ON-SITE MEETING WITH URBAN FORESTER AND CARMEL ENGINEERING DEPARTMENT PRIOR TO BREAKING GROUND ON INDIVIDUAL LOTS. n BUILDING PAD LOT TEMPLATE DETAIL NOT TO SCALE NOTE: 1. CONTRACTOR TO MULCH SEED ANY DISTURBED AREAS WITHIN 7 DAYS, DUE TO CONSTRUCTION OF BUILDING PADS. 2. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. I iieii, I MULCHED SEEDING LAJ EROSION CONTROL BLANKET (NORTH 2 AMERICAN GREEN SC-150 OR EQUAL) AND MULCHED SEEDING C.T. LL CONSTRUCTION DRIVE (SEE DETAIL THIS SHEET) I N S T. N _I• 16 A GRASS LINED FILTER STRIPS EXISTING CONTOURS 1 800 PROPOSED CONTOURS .-0------o------o--.----D-- SILT FENCE SLOPE CHECK (NUTEC 3 NWS-6 OR APPROVED EQUAL) 10' STRIP PER PLAT RESIDENTIAL TREE PROTECTION FENCING M••U•uuumuuu••i CONSTRUCTION LIMITS UJ ZD CIp AI C4 L tK 75 SYS &DL w LOT 75 CARMELWOOD D 136 P 36 5 C.T. BLACKWE LL CL INS #2008045 r -7.5' SYS &DE i RESIDENTIAL I r -7.5'SYS&DE RESIDENTI AL (J) I I 1 a I O F 153 LIFT OF 12 0 I I I g i RCP 0.27% I I I LOT 3A :D I M.F.P. G./M.L.A.G. 842.52 I M LJJ C14 LOT 8A L L 13 IN 9 L RESIDENTIAL 7.5' SYS E)( 85% A '-[TR.NO.6I 27LFTOF12" RESIDENTI I. g% I v. 3 [FT OF 15"� RCP 1 0.40% RCP ©O.27 g' I a I I 1 I 840 III 0 LOT 2A I I 7------838 839 (I) M.F.P.G./M.L.A.G. 842.52 I I 40 LIFT OF 15"0 EMERGENCY SPILLWAY- fl AI• I [STR. NO. 1 H N I 28 LET 0 12"0 ftQO% CONTRA TO I I 2 R A PRESERVE AND [STR. NO. 81 I -00 a o 23 [FT OF 12 PROTECT EXISTING V 7 5' SYS DE I RCP 0.35% TREES AND FOLIAGE 0 THE MAXIMUM co 0 RESIDENTIAL -85LFT1'0 STIR. NO. 2 r :JJ 16.5 ALLEY :A PER PLAT I2 M.F.P.G./M.L.A.G. 842.52 I j I o °o oo i t PROPOSED DRY 7 DETENTION BASIN CID 00 a c ..cD c \V C 0 0 rii I RESIDENTIAL I k L_ 7.5' SYS DE I g o S I 839/ SYLVAN LP 840 RIW a. 473(J' I I 0 11 W S89 0454 134 I I -.1O' U P U I 0 0 gaqog0g 0 0 DUE [TSS-4 RESIDENTIAL RESIDENTI AL 0 In RESIDFNI!AI EX. SANI. U LOT -24 I In CD LO i±---- C:) i I r OLD TOWN DESIGN GROUP, LLC J THE C.f BLACKWELJ1 RESIDENTIAL LOT 23 I I INST. #2009069810 1 INST. #2008r'52158 ZE Ld I U I X. LOT 15 LU T J F.A. WEIGELL INST. #90-13331 'IuuaRu• (ID 3RD STREET N.E. (GRAY ST. -PLAT) ii I •4 •k LOT 16A D.E. WILKINSON'S J .W. MOFFETT RESIDENTIAL FIFST ADDITION TO CARMEL I INST. D.B. 96, P. 34 INDOT CA. NO. 5 inch r SD18 to allow for settlement Aggregate along top and sides of spillway PRE-CONSTRUCTION SWPPP T=112 inches Overfill 6 inches SCALE: 1" 30' RBw Rock Dam Bottom Width SD Spillway Depth SBw Spillway Bottom Width T Spillway Side-Slope Armament Thickness 30 0 30 60 SCALE: 1" 30' EXISTING CONTOUR INTERVAL 1' PROPOSED CONTOUR INTERVAL 1' L--------------- -J PUBLIC ROAD 6" #53 STONE 20' (MIN.) a 3.0% SEE NOTES FOR TION AGGREGATE SEC GEOTEXTILE CD FABRIC SECTION A-A 6" #2 STONE TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE TREE PROTECTION FENCING TO BE INSTALLED AS NECESSARY ON A LOT BY LOT BASIS. CONTRACTOR TO HAVE AN ON-SITE MEETING WITH URBAN FORESTER AND CARMEL ENGINEERING DEPARTMENT PRIOR TO BREAKING GROUND ON INDIVIDUAL LOTS. n BUILDING PAD LOT TEMPLATE DETAIL NOT TO SCALE NOTE: 1. CONTRACTOR TO MULCH SEED ANY DISTURBED AREAS WITHIN 7 DAYS, DUE TO CONSTRUCTION OF BUILDING PADS. 2. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. I iieii, I POST-CONSTRUCTION SWPPP SILT SACK INLET FILTER (SEE DETAIL, SHEET 601) FABRIC DROP INLET PROTECTION (SEE DETAIL, SHEET 601) CONCRETE WASHOUT AREA (SEE DETAIL, THIS SHEET) TEMPORARY SEDIMENT TRAP (SEE DETAIL, THIS SHEET) SIGNAGE, "PRESERVATION AREA" (SEE DETAIL, THIS SHEET) 10 Feet SCALE: 1" 30' Concrete Washout (Above Grade System) Worksheet Metal pins or staples to secure the polyethylene lin to the straw b Wood or metal stakes to secure the straw bales (2 per straw bale) Straw bale (alternative materials or products may be used to provide structural containment. Alternative materials or product will require design modification. Polyet hyene lining (10 millimeters); The lining should extend over the straw bales. PRESERVATION AREA DO NOT MOW OR SPRAY z -J J 0 z 0 z 0 C') 0 w 0 —J —J w 0 —J cc CIS 0 0 Cc a I =5 LLJ z: a LiJ U c U IL I Q U (3 U M U LLJ t5 a a a) cD C__j cD (N Ld oJ uJ 0 6 IM 0 MULCHED SEEDING LAJ EROSION CONTROL BLANKET (NORTH 2 AMERICAN GREEN SC-150 OR EQUAL) AND MULCHED SEEDING CONSTRUCTION DRIVE (SEE DETAIL THIS SHEET) _I• REVETMENT RIP RAP GRASS LINED FILTER STRIPS EXISTING CONTOURS 800 PROPOSED CONTOURS .-0------o------o--.----D-- SILT FENCE SLOPE CHECK (NUTEC 3 NWS-6 OR APPROVED EQUAL) .o------o------o------o-- TREE PROTECTION FENCING M••U•uuumuuu••i CONSTRUCTION LIMITS POST-CONSTRUCTION SWPPP SILT SACK INLET FILTER (SEE DETAIL, SHEET 601) FABRIC DROP INLET PROTECTION (SEE DETAIL, SHEET 601) CONCRETE WASHOUT AREA (SEE DETAIL, THIS SHEET) TEMPORARY SEDIMENT TRAP (SEE DETAIL, THIS SHEET) SIGNAGE, "PRESERVATION AREA" (SEE DETAIL, THIS SHEET) 10 Feet SCALE: 1" 30' Concrete Washout (Above Grade System) Worksheet Metal pins or staples to secure the polyethylene lin to the straw b Wood or metal stakes to secure the straw bales (2 per straw bale) Straw bale (alternative materials or products may be used to provide structural containment. Alternative materials or product will require design modification. Polyet hyene lining (10 millimeters); The lining should extend over the straw bales. PRESERVATION AREA DO NOT MOW OR SPRAY z -J J 0 z 0 z 0 C') 0 w 0 —J —J w 0 —J cc CIS 0 0 Cc a I =5 LLJ z: a LiJ U c U IL I Q U (3 U M U LLJ t5 a a a) cD C__j cD (N Ld oJ uJ 0 6 IM 0 a (I, U M M I- 0 0 0 Ld C-) 0 0 0 a: U U Of (I, 0 (I) U U) 0 U U U U) NOTE: NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS SIGNAGE "PRESERVATION AREA" NOT TO SCALE Polyethylene Metal pins or staples lining (1 0 Metal pins or Wood or metal stakes to to secure the millimeters); staples to secure the straw bales polyethylene linfng The lining secure the (2 per straw bale) to the straw bales should extend polyethylene over the straw lining to the bales. straw bales 1P'L(::\ Compacted soil material Section A-A Not to scale Straw bale (alternative materials or products may be used to provide structural containment) P4 0 0 U CN 0 sfiTo L ins length Plan View W inside width Not to Scale LAJ 2 a (I, U M M I- 0 0 0 Ld C-) 0 0 0 a: U U Of (I, 0 (I) U U) 0 U U U U) NOTE: NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS SIGNAGE "PRESERVATION AREA" NOT TO SCALE Polyethylene Metal pins or staples lining (1 0 Metal pins or Wood or metal stakes to to secure the millimeters); staples to secure the straw bales polyethylene linfng The lining secure the (2 per straw bale) to the straw bales should extend polyethylene over the straw lining to the bales. straw bales 1P'L(::\ Compacted soil material Section A-A Not to scale Straw bale (alternative materials or products may be used to provide structural containment) P4 0 0 U CN 0 sfiTo L ins length Plan View W inside width Not to Scale