Loading...
HomeMy WebLinkAbout58-01 59-01 Erosion Control Planr / I (grass) I I • /II 0 p 9SF 00 \ •`,� \\ // I // » III/ 0 C K B ZONED 'B -3' I �0 \ \\ / \ \\ / / \ -� ®� \ / , i• �o� � - - _tee as / , .+ ld tx it CP i \ A 0 f - \ 1 89 \\ \\\ -1 \ / ° ° i / / BANND bA65 RE \,ro, \ q� ------ - - - - -� \ - -- 10 planter , e ' PROP05ED R/W SEASONAL SOIL PR TECTION CHART 5TAWLIZATION PRACTICE JAN. FE6. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT 5EEDING A 911 /// / / /I // / /// /I�• DORMANT SEEDING 5 TEMPORARY SEEDING C D E/ A = KENTUCKY 6LUEGRA55 100 LDS. /ACRE; CREEPING RED FESCUE 100 L155. /ACRE; HYDR05EEDED 6 = KENTUCKY 5LUEGRA55 120 L65. /ACRE; CREEPING RED FESCUE 120 L654ACRE; HYDR05EEDED C = SPRING OATS 5 6U5HEL5 /ACRE D = WHEAT OR RYE 2 DU5HEL5 /ACRE E = ANNUAL RYEGRA55 40 L65. /ACRE ( 1 Lb /1000 5Q. FT. ) * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR 5EPTEMbER NON WOVEN SPACE PO5T5 PER GEOTEXTILE r y FABRIC I RECOMNENDAUTIONS FILTER FA6RIC I I FLOW.I I WIRE WOOD P05T NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 9G INCHES P US SHALL bE WOOD, STEEL, OR SYNTHETIC, AND I i I II I j �= I. •:. l DE OF SUFFICIENT STRENGTH TO RE515T DAMAGE III f I tl III =III DURING INSTALLATION AND TO SUPPORT APPLIED FADRIC SHALL DE A WOVEN GEOTEXTILE FADRIC EXTEND FADRIC -III —I 1 III— CON515TING OF STRONG, ROT RESISTANT, WIRE TO 4" BELOW -I I I- MATERIALS RE515TANT TO DETERIORATION FROM SURFACE _I I (— ULTRAVIOLET AND HEAT EXPOSURE. 51LT FENCE CONSTRUCTION NOT TO SCALE WOOD STAKE' METAL RE6AR SAND BAGS ` DRAIN GRATE STRAW DALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN GRAVEL bACKFILL NOTES: \ \ o 1. 5ANDbAG5, OF EITHER BURLAP OR WOVEN LE55 THAN ASHBROOK SUBDIVISION GEOTEXTILE FADRIC, ARE FILLED WITH GRAVEL, 5% SLOPE LAYERED AND PACKED TIGHTLY 2. bAG5 SHALL bE LAYERED 2 OR 3 HIGH NOTES: ZONED 'S -2' 5. LEAVE ONE 5ANDbAG GAP IN THE TOP ROW 1. DROP INLET SEDIMENT 6ARRIER5 ARE TO DE \\ TO PROVIDE A SPILLWAY FOR OVERFLOW. USED FOR SMALL, NEARLY LEVEL DRAINAGE 4. 5ANDbAG9 TO DE USED AFTER PAVEMENT 15 AREAS. (LE59 THAN 5 %) ass) ; INSTALLED. PRIOR TO PAVEMENT INSTALLATION, 2. EMBED THE DALES 4" (100mm) INTO THE , -e- -- - - STRAW BALE PROTECTION TO bE USED. 901E AND OFFSET CORNERS / T OR ERS OR PLACE DALE5 WITH ENDS TIGHTLY ADUTING. GRAVEL bACKFILL 1' /' S. SANDBAGS SHALL DE PLACED AND MAINTAINED AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES WILL PREVENT EROSION OR FLOW AROUND THE \ TO PREVENT 51LT AND DEbR15 FROM ENTERING DOWNSTREAM DALES• QK/ » w / �9 �,p?1 n % DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND 3, THE TOP OF THE STRUCTURE (PONDING C / �` \\\ �' \�� I _____ -- - - - - -i SHALL REMAIN IN PLACE UNTIL 51TE WORK 15 COMPLETED. HEIGHT) MUST bE WELL DELOW THE GROUND GRA55 PAVE TO bE1N3TALk� ELEVATION DOWNSLOPE TO PREVENT RUNOFF \ O D � FOR EMERGENCY ACCE55 `� FROM bYPA551NG THE INLET. EXCAVATION OF Z B- 3 / \ �� \ \\ \ -- /� \ v C A bA51N ADJACENT TO THE DROP INLET OR \ \ \\ ;/ \ A TEMPORARY DIKE ON THE DOWN5LOPE OF / / THE STRUCTURE MAY bE NECESSARY. NOT TO SCALE DISTANCE DEFINED n / / / \ \\ tic ' \ \ 3 DY D.O.T. REQUIREMENT / �\ \ ,' // \ �% , °� �' ' ``\'` / TO ENSURE GRAI SS GROWTH IF NOT § / �9� rx /,/ I, UNDER PAVEMENT s - --- --- — / ���� \ ', \ \ - - - - ' �� h \\ `, T, CURB - EDGE OF PAVEMENT. / / ; / ,' .• \ GUTTER OR IM R STRUCTURE / , �. 'S ILA _ . • �•F•'�. ... :;.• ::; IN THE PUBLIC RIGHT-OF-WAY - '�:�•���:t'r'. ?,;�;`; %.�.•::.`� "•: Jffl /)0 i affil i i I i - '� `, \ \ , s.: .; ! r:::' 'i;'' :,,: ' v ... , f •; MIN. 12 5 � IF WITHIN OF 9DPE OF IF NOT WITHIN 5' EDGE PAVEMENT USE b BORROW ,±; >• ; " is "`; PAVEMENT USE "OD'� BORROW i ;; rJ,:' 'Ktf '�' COMPACTED TO 90% STANDARD EQUIV. GRANULAR MATERIAL Dc ` «a ..., , ., 8a COMPACTED TO 95% STANDARD PROCTOR DENSITY TO 1/6 OF ` \ \ PROCTOR DENSITY FOR ENTIRE '`. "':'` ' ' PIPE DIAMETER AND REGULAR G \ \ \ `\ \ \ ` \ • �h , ` \ • \ `, TRENCH bACKFILL ;,'' , ;';;`.: 1 /6 be bACKFILL TO TOP OF TRENCH rh ` \' / ` \ ` \` \ 898 \ \ \ \ `, \ `, `� NOTE• i ♦ ALL INITIAL 6AGKFI�L 5MA6.L N\ ', \\ \' \ LEGEND bE INSTALLED IN G TO 12 / ' \\ 1' \ \ \ \ k- OUTSIDE DIAMETER bALANCED LIFTS. 1 8- , \ \ D• INSIDE DIAMETER A MINIMUM 9 OF CLEARANCE 11 1 8 / SHALL bE PROVIDED ON EACH X / { `,`� �► \ d- DEPTH OF BEDDING 910E OF THE INSTALLED PIPE. / 11 » Oil, dirt) �� \ m� ` MATERIAL BELOW PIPE \ \ / r ` ' \ \ DEPTH OF BEDDING S � / i �, v4 GET SITE �` �' ' \ \ ` MATERIAL BELOW PIPE OD / i ' `UNDER ONSTRUCTI6M� `�� �\ , ` ��� \ `:'ti''. / i \k \ ZON W N D d (MIN) 27" ! SMALLER b 30' TO GO' 4 60 4 LARGER 76 REINFORCM C C L NOT TO SCALE WRAW-DALE INLET . 0 E Ol NOT TO SCALE PLAN SEE STRUCTURE DATA TABLE FOR TYPE OF CASTING r' 0 2" DIA. PIPE W OUTLET PIPE r� 5" DIA. PIPE a� a: W Z J�� ` • ao CLA55 "A" CONC. 5ECTION INLET 9 N N NOTE: NOT TO SCALE ONLY PRE -CAST OR POURED IN PLACE PERMITTED ATINTI THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) 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. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 0' 20' 40' SCALE: 1"=20' PROPOSED LEGEND 889 — PROP05ED CONTOURS TOP OF CURb TC 888.50 PROPOSED CURD ELEVATIONS bOTTOM OF CURB BC 888.00 888.65 PROP05ED SPOT ELEVATION'S ■ 5F ■ SILT FENCE 0 SAND BAGS EROSION CONTROL NOTES 1. LAND ALTERATION WHICH 5TRIP5 THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL bE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY, 5. THIS PLAN SHALL NOT DE CONSIDERED ALL INCLU51VE PRECAUCONTRACTOR I T VENT 501L TAKE ALL LEAVING THE SITE, 4. ADDITIONAL ER05ION AND "SEDIMENT CONTROL MEASURES WILL bE INSTALLED IF DEEMED NECE55ARY DY ON SITE INSPECTION. 5. SEDIMENT LADEN WATER SHALL bE DETAINED BY ER05ION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL DE D15CHARGED FROM THE 51TE IN A MANNER THAT CAUSES EROSION AT THE POINT of DISCHARGE. G. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT DE ALLOWED TO bE CARRIED FROM THE 51TE 6Y STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED DUILDING MATERIALS 15 REQUIRED. 7. SEDIMENT 6EING TRACKED ONTO PUDLIC OR PRIVATE ROADWAYS SHALL bE MINIMIZED. CLEARING OF ACCUM- ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL bE RETURNED TO THE 51TE FOR DISPOSAL. S. 501L WHICH HAS ACCUMULATED NEXT TO ER05ION CONTROL DEVICES SHALL DE COLLECTED AND RE- DI5TRIDUTED ON 51TE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK, 9, IF INSTALLATION OF STORM DRAINAGE 5Y5TEM SHOULD bE INTERRUPTED DY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL 6E COVERED WITH FILTER FA6RIC. 10. ALL EX15TING STRUCTURES, FENCING, TREES AND ETC. WITHIN CONSTRUCTION AREA SHALL bE REMOVED AND DI5PO5kD OF OFF SITE. 6URNING 15 NOT ALLOWED ON SITE. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXP05ED SHALL bE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL DE 5TADILIZED AS SOON AS P055115LE. TEMPORARY VEGETATION OR MULCHING SHALL bE USED TO PROTECT EXP05ED AREAS IF PERMANENT VEGETATION CANNOT DE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED by THE ENGINEER. b. TOPSOIL REPLACEMENT' SHALL TAKE PLACE FROM MARCH 1 TO OCTODER 51. STOCKPILE TOP501L AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL bE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS P05516LE. <C U 0 Q z 1.4 Nom. �N�p0 0%0 Z� C OZu O a� 'a Or W W H-4 Q0-1 a x� a z ~•� CL C 0 Wa V 5 z W O� V z: O W ua i" u.°ru a 25 a TER R ��•'sE�1S• fA qC/ No. * 19900549 STALE CF ✓� TIFIED BY U) wi Q W z Q mi O z O V Z O O M W i Z a z O 2 s■aw Q 0 �3 w�: O� O DATE: 04/20/01 DRAWN BY: PED CHWD BY: AF JOB NO. IN2001.0191 REVISIONS 1 C M OMACKS 06 /06 /01 D RE -ISbUE 09/26/01 SHEET NO. C3.1