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Home My WebLink About3533' OF 12' PW 0 1. OX INV D- me. 0 (AUT) STEP /I INSTALL SIL T FENCE s AM fto NO 941' AREA OF RELOCA TED INDIANA - C S IOU } „ �'� i€ 6 WATERWAY AND WETLANDS 291.2' GRAPHIC SCALE 0 40 80 160 320 NOW INEMEMMW FC TURE HOME OF LOWE'S SIGN IN FEET rte " 1 inch = 80 ft fTEP cue ALEU�r Y. Z IMECA TR C) "L TO BE USO TO BUILD .�P�L TO 1( STEP > EROSION CONTROL LEGEND STEP AUTILIZE EXISTING SWALE WTALL ROCK *HCRSE9W A T AS SEDIMENT BASIN NO, PIPE INLET SEE DETAIL SHEET 00 NO. C-602 FILL EXISTING' POND .500ME OF QQVS7RUC7AW 09DVA 77CWS - Q?0S16W PREW20706 4 N i TAF Y SE bIER E.1 r ADEN T #1 90' SETBACRSTEP - INSTALL TEMPORARY RISER ON EXISTING 24" RCP OUTFLOW PIPE AT THE SOUTHEAST CORNER OF EXISTING POND f. b, INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY" STEP#2 STEP INSTALL ROCK 'HORSESHOE" AT PIPE INLET SEE DETAIL SHEET NO. C-602 INSTALL 10 OF AGGREGATE COA OF TEMPORARY DRIVEAND TEMPOR, y STEP :�$#3 PIPE CUL VER T INSTALL 100'OF AGGREGATE BASE COARSE OF TEMPORARY DRIVE AND TEMPORARY PIPE CULVERT Q = STEP #4 a. CONSTRUCT SWALE AND SEED IMMEDIATELY b. CONSTRUCT CHECK DAMS All-weather surface - 2,44 foot tt SMIkVVT BASIN AFV BASIN 11 cs ypical width UTIL12r AS Tlemporar,v Access Drive 'YPICO/ w1arr IS REMO VO USE EXCA VA 77ON FRaW POND IF STEP ALS 80 /ft, 36" Temp c. CONSTRUCT SEDIMENT BASIN NO. 2 A 5' BERM W/ 3:1 SIDE SLOPES AND A 12* STAND PIPE WD 2 70 FU pipe o a 5x y SEE DETAIL THIS SHEET 0 STEP #6 a, CONSTRUCT SWALE AND SEED IMMEDIATELY (SPOIL TO BE USED TO CONSTRUCT STEP #5) b. CONSTRUCT CHECK DAMS 0 S 7EP J4 NOTE: CONSTRUCT SWALE AND SEED AFTER COMPLETING STEPS 1-6 THE FOLLOWING ACTIVITIES CAN COMMENCE -7� IMMEDIATELY. TELY CONSTRUCT CHECK SF 1. CLEAR AND GRUB SITE 2. STRIP AND STOCKPILE TOPSOIL (IN DESIGNATED AREA) 3 ROUGH GRADE PHASE I AND PHASE H AREA INSTALL AERM PRICV rO fWN6 EX 577AOWG POWAO W F\\\ Tv 4 SEED PHASE D AREA -n N MAINTAIN MM WILL POND J IS CONSMUC AREA 01- REL OCA TED INDIANA 5. BEGIN EXCAVATION OF RETENTION POND #3 LEAVING BERM BETWEEN EXISTING POND TOP SOIL STORAGE AREA REMO W ONAN BANKS ARE STASEL 12ED W47ERWAYAND WETLANDS it II I 6 REPLACE REWIRED DEWA 7ERING.,`\, ILL FROM POND TO PAD AREA, BRING PHASE I TO PLAN. EXISTING P" 70 BE DEWA MTO BY MMODS 7NA r CAUSE LEAST AMOUNT OF SILT MANSM. 7. CONSTRUCT TEMPORARY ACCESS DRIVE AND LAYDOWN AREA. (CUL WMT W1 STAND PIPE/PUMPING USING FLO TA TION DEWCEIOR APMVW EWAL)DD) -------- 8. COMMENCE DE -WATERING AND FILLING WEST 1/2 OF EXISTING POND 14 FWA, 9. CONSTRUCT RELOCATED INDIANA WATERWAY AND WETLAND AREA DOWNSTREAM END AND INSTALL CHECK DAMS. SII 10, CONSTRUCT PONDS #1 AND #Z USING POND #2 AS A TEMPORARY SEDIMENT BASIN IJ AND INSTALL TEMPORARY INLET PROTECTION AROUND STRUCTURE IN POND 02. �` 11. SHAPE PARKING LOT, BUILDING PAD AND CONSTRUCT DRAINAGE INFRASTRUCTURE. LEGEND I Z SEED ROUGH GRADED AREAS THAT WILL NOT BE PAVED. —EX—W— Exist. Water Line —EX—G— Exist. Gas Line 13, INSTALL INLET PROTECTION WHEN EACH STRUCTURE IS INSTALLED. —EX—UGT—Exist. Underground Telephone Line 14. REPLACE TOPSOIL UPON COMPLETION OF ROUGH GRADING. FINE GRADE TO PLAN ELEVATIONS, '4" RCP - - —EX—UGE—Exist. Underground Electric Line V, E ?v �E C TiON 15. FINAL SEEDING SHOULD BE INSTALLED AS SOON AS POSSIBLE AFTER FINAL GRADING, V EL 80V 1-:4 R' -P IT IS RECOMMENDED THAT NO MORE THAN SEVEN DAYS PASS BEFORE FINAL SEEDING HAS ?LI'LE W, Ek, )f CTfoN BE", S 7EP 1 411 )N, NOTES: FOR EROSION CONTROL QUANTINn'SUMMARY INSTALL. TMP MSER SEE SHEET C-605 16. REMOVAL OF TEMPORARY EROSION CONTROL DEVICES SHALL FOLLOW THE GUIDELINES FOR SEQUENCE OF CONS 77?UC TION OPERA TIONS SEE DETAIL SHEET NO. C-603 OUTLINED IN 'EROSION CONTROL MAINTENANCE' PROCEDURES HEREON. SEE SHEET C-605 ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY FIELD INSPECTOR AS CONDITIONS WARRANT 0 REVISIONS OPRE -BI( ',ET I IS 171: UF : ATE PCS' 91D, ':1 E T SQUIF DAIE J DATE DESCRIPTION ADD G.1" "PF\, SEo :D Cn Ln Z L.j 0 Q Install erosion control blanket on a/I slope areas greater than 4. and in ditch channels. UJI Install seeding per Seeding Chart on ali areas not to be B O H LJ immediately payed WA ryC: n af 10 ry C0 In ' 0)/ cinWhere Indicated < 110' lP Install erosion/silt borders around Inlets. 0 0 ST 1, 800 sq. ft. (min.) Temporory Sedirr, en t Trop Req a E z —0 Install Temporary Sedhren t Bosirs C) C) < V) DD Install Temporary Diverson Ditch where indicated z4ft 0 LJ -f..; V) D CD Install Temporary Riprap Check Darr, 0 500'oc, UJ 0 z 0 OH Install Loydowr Area and Construction Er tronce cr LLJ < (6"12 Coarse Aggregate) 3801ISyd QC/QA HMA Bose (J' Thick) on 10, < < H 9"Comp. Agg Bast Toe No. 5.3 STEP AUTILIZE EXISTING SWALE WTALL ROCK *HCRSE9W A T AS SEDIMENT BASIN NO, PIPE INLET SEE DETAIL SHEET 00 NO. C-602 FILL EXISTING' POND .500ME OF QQVS7RUC7AW 09DVA 77CWS - Q?0S16W PREW20706 4 N i TAF Y SE bIER E.1 r ADEN T #1 90' SETBACRSTEP - INSTALL TEMPORARY RISER ON EXISTING 24" RCP OUTFLOW PIPE AT THE SOUTHEAST CORNER OF EXISTING POND f. b, INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY" STEP#2 STEP INSTALL ROCK 'HORSESHOE" AT PIPE INLET SEE DETAIL SHEET NO. C-602 INSTALL 10 OF AGGREGATE COA OF TEMPORARY DRIVEAND TEMPOR, y STEP :�$#3 PIPE CUL VER T INSTALL 100'OF AGGREGATE BASE COARSE OF TEMPORARY DRIVE AND TEMPORARY PIPE CULVERT Q = STEP #4 a. CONSTRUCT SWALE AND SEED IMMEDIATELY b. CONSTRUCT CHECK DAMS All-weather surface - 2,44 foot tt SMIkVVT BASIN AFV BASIN 11 cs ypical width UTIL12r AS Tlemporar,v Access Drive 'YPICO/ w1arr IS REMO VO USE EXCA VA 77ON FRaW POND IF STEP ALS 80 /ft, 36" Temp c. CONSTRUCT SEDIMENT BASIN NO. 2 A 5' BERM W/ 3:1 SIDE SLOPES AND A 12* STAND PIPE WD 2 70 FU pipe o a 5x y SEE DETAIL THIS SHEET 0 STEP #6 a, CONSTRUCT SWALE AND SEED IMMEDIATELY (SPOIL TO BE USED TO CONSTRUCT STEP #5) b. CONSTRUCT CHECK DAMS 0 S 7EP J4 NOTE: CONSTRUCT SWALE AND SEED AFTER COMPLETING STEPS 1-6 THE FOLLOWING ACTIVITIES CAN COMMENCE -7� IMMEDIATELY. TELY CONSTRUCT CHECK SF 1. CLEAR AND GRUB SITE 2. STRIP AND STOCKPILE TOPSOIL (IN DESIGNATED AREA) 3 ROUGH GRADE PHASE I AND PHASE H AREA INSTALL AERM PRICV rO fWN6 EX 577AOWG POWAO W F\\\ Tv 4 SEED PHASE D AREA -n N MAINTAIN MM WILL POND J IS CONSMUC AREA 01- REL OCA TED INDIANA 5. BEGIN EXCAVATION OF RETENTION POND #3 LEAVING BERM BETWEEN EXISTING POND TOP SOIL STORAGE AREA REMO W ONAN BANKS ARE STASEL 12ED W47ERWAYAND WETLANDS it II I 6 REPLACE REWIRED DEWA 7ERING.,`\, ILL FROM POND TO PAD AREA, BRING PHASE I TO PLAN. EXISTING P" 70 BE DEWA MTO BY MMODS 7NA r CAUSE LEAST AMOUNT OF SILT MANSM. 7. CONSTRUCT TEMPORARY ACCESS DRIVE AND LAYDOWN AREA. (CUL WMT W1 STAND PIPE/PUMPING USING FLO TA TION DEWCEIOR APMVW EWAL)DD) -------- 8. COMMENCE DE -WATERING AND FILLING WEST 1/2 OF EXISTING POND 14 FWA, 9. CONSTRUCT RELOCATED INDIANA WATERWAY AND WETLAND AREA DOWNSTREAM END AND INSTALL CHECK DAMS. SII 10, CONSTRUCT PONDS #1 AND #Z USING POND #2 AS A TEMPORARY SEDIMENT BASIN IJ AND INSTALL TEMPORARY INLET PROTECTION AROUND STRUCTURE IN POND 02. �` 11. SHAPE PARKING LOT, BUILDING PAD AND CONSTRUCT DRAINAGE INFRASTRUCTURE. LEGEND I Z SEED ROUGH GRADED AREAS THAT WILL NOT BE PAVED. —EX—W— Exist. Water Line —EX—G— Exist. Gas Line 13, INSTALL INLET PROTECTION WHEN EACH STRUCTURE IS INSTALLED. —EX—UGT—Exist. Underground Telephone Line 14. REPLACE TOPSOIL UPON COMPLETION OF ROUGH GRADING. FINE GRADE TO PLAN ELEVATIONS, '4" RCP - - —EX—UGE—Exist. Underground Electric Line V, E ?v �E C TiON 15. FINAL SEEDING SHOULD BE INSTALLED AS SOON AS POSSIBLE AFTER FINAL GRADING, V EL 80V 1-:4 R' -P IT IS RECOMMENDED THAT NO MORE THAN SEVEN DAYS PASS BEFORE FINAL SEEDING HAS ?LI'LE W, Ek, )f CTfoN BE", S 7EP 1 411 )N, NOTES: FOR EROSION CONTROL QUANTINn'SUMMARY INSTALL. TMP MSER SEE SHEET C-605 16. REMOVAL OF TEMPORARY EROSION CONTROL DEVICES SHALL FOLLOW THE GUIDELINES FOR SEQUENCE OF CONS 77?UC TION OPERA TIONS SEE DETAIL SHEET NO. C-603 OUTLINED IN 'EROSION CONTROL MAINTENANCE' PROCEDURES HEREON. SEE SHEET C-605 ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY FIELD INSPECTOR AS CONDITIONS WARRANT 0 REVISIONS OPRE -BI( ',ET I IS 171: UF : ATE PCS' 91D, ':1 E T SQUIF DAIE J DATE DESCRIPTION ADD G.1" "PF\, SEo :D Cn Ln Z L.j 0 t Q LLJ LJ :2 WA ryC: n af 10 ry t LLJ LJ :2 0 ryC: n af 10 ry < LL - 0 0 E z —0 O C) C) < V) C) z4ft 0 LJ -f..; V) UJ 0 z 0 cr LLJ < < < C-206 CSI PROD. #00-11,3 t