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HomeMy WebLinkAbout19. Erosion Control Plan Sheet 2Volume : 25440.8f3 ea/14 1 m Eltionation)4434.Of0f000 fft 7 7/ 1 ( \\ \ \\\ N \\\\ \\ \ \ \` \ \\�\ \ \ \ \\ \ \ \ \ T \ : \ \ \ \ \\ V\\\ \\\\\ \AVAVAVA \\\\ VA \ \ v v \ . V� '. \ ,, \ \\:0 H N\ \ 6, \ \ \ \ \\\\\\\\� \\ b\\ \\ \\\ \\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ N� \�N \\\ \\\\ \ \ \ \\\\\ \\ \,[f� \ \ \ \ \ \, \ \ \ \\� \ \ \\ \ \\\\\\\\ \\\\\\ \\\ \ \\ \\ \\ . \ \\ \\o.\\ \o \+�\ \\ \\ \\ \ \\\\� \\\\\\\\\\\\\\\\ \\ \\\ \\\ \\ .,ao\�N \\ \ \ \ \ \ \ \ \ \ \ \\ N \ \\\\ N\\ � \�\\\ ,,,,,,.\\ \ \ \ \ \\\\ \ \ \ \ \ \\\ \ • \ \ \\ \ \\ \ \ \ \ \\\\;:\\-\\-\\::::\N\\\"\(�\`\� \ \\\\\ \\ \ \` . \ \\\ \ :NN \ \ \\ \\ \ \ o \ \ \ \ \ \\ \\ \\ \\1 \\ \\\\ \ \\\ NN \\\\\\ \\\• \ \ \ \ \\ \ \\\\�\\ `\ \�\V \ \\\\ \\\\\�LOT\L E\\\ \ \ a\\ \ \\\\\\ \�(T\Yp4L�\\ \\\\\\\\\\\ \\\\��` \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\ \\ \ \ \ \\\ \ \\\\\\ \ \ \ \ \\ \`?) o \ o \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\ \ \\\ \ \ \\\\\\\ PO, 00 rn \ \ A•42.-•- .,d.s•;..,Ls.a#dmC+Bt as ®a7T3 $'c9iS�"6iiiti rAstimmaltpi"amminews \DISTURBAN4 ' FIELD 9HASE/111 704,928 FT2.- / 16.1'6 AC X6450/ \ HAY BALES 14AY BALES \\\% ,. \ + \;�Ill1"- \ ```` � r�� \/ N \ 11 \ \ \ \\ \' \\ \\\\\\ \ 1111 \' (/ \ \\\\\\���i_ `MOW\ \ )/(\\i \\\ \ \ �� � �� \ - (I�1111 �.\III N. \\,-\\ \ � 1____ ` _ I I \\ 1 \\ u l l li , \ I' I �\ \� \ \ . \ \ \ \( , -...., ,,, �s10 \ \ �� = / t -- m r 0 T NOTE: POINT A MUST BE ABOVE POINT B POINT C MUST BE EQUAL TO OR BELOW POINT B POINT A BERM OR NATURAL TERRAIN MATCH LINE SHEET 68 2" X 2" X 3' STAKE (TYP.) BALES EMBEDDED 4" TO 6" POINT B • t * I • r. esti�\moi_ STRAW CHECK DAM DETAIL N.T.S. 100 9 \\ \\\\ \ \ �� \\\ \ \ \ \\\ \\\\ \\ \\\\ \\\ \\\ \\.: WOODEN OR STEELN FENCE POST ON 8' CENTERS 12" MINIMUM ATTACH FILTER FAB 30" RUNOFF 1 III I\I\\\I\ -I\ 1-I�I111II�Iir III-IIII II TRENCH APROX. 4" X 4" TYPICAL SILT FENCE CROSS SECTION GRAPHIC SCALE 50 100 200 N.T.S. 400 ( IN FEET ) 1 inch = 100 ft. 24040\FUD-FinalPtan\Cover Errosion-dwg NOTES: EROSION CONTROL 1. ENGINEER WILL FIELD VERIFY DURING CONSTRUCTION EROSION CONTROL METHODS AND EXTENT. 2. PERMANENT EROSION CONTROL TO BE PLACED AFTER CUT AND FILL SLOPES ARE IN PLACE, ENGINEER WILL DESIGNATE AREAS FOR EROSION CONTROL, AND DESIGNATE TYPE OF EROSION CONTROL. 3. CONTRACTOR RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF TEMPORARY EROSION CONTROL. 4. SILT FENCES AND HAY BALES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL SUCH TIME AS REVEGATION OF DISTRUBED AREAS HAS BEEN COMPLETED. 5. CONTRACTOR SHALL EMPLOY BEST MANAGEMENT PRACTICES FOR EROSION CONTROL. APPROVED FOR CONSTRUCTION C 5/12/05 GARFIELD COUNTY COMMENTS RTM NO. SOPRIS ENGINEERING, LLC. �IYIL CONSULTANTS' 502 MAIN STREET. SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 DATE REVISION BY GARFIELD COUNTY SPRINGRIDGE RESERVE PUD ERROSION CONTROL PLAN SHEET 2 DES. RTM CK. YTN DR. RTM DATE 6/23/04 FILE NO. 24040.01 SHEET 67 OF 85