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<br />i I~ <br />C~ <br />EROSION CONTROL <br />I <br />i <br />SILT FENCE <br />REO'D <br />STA. 82+51.53 TD STA. 150+76.22 <br />STONE: WE <br />FflOM ~~i" ' <br />1:1 MA) <br />SECTION <br />NOTE: ~ <br />1. PLACE SEDIMENT CONTROL STRUCTURE PERPENDICULAR TO THE FLOWL INE OF THE <br /> <br />PERSPECTIVE VIEW <br />SILT FENCE <br />42" WIDE SILT FENCE <br />FASTENED TO POST <br />6" <br />SHEET FLOW <br />SQUARE BY 9' <br />[MUM HARDWOOD POST <br />STING GRADE <br />v, <br />CE SILT FENCE AND BACKFILL <br />H EXCAVATED SOIL. <br />SUNRISE' ENGIN~~1~ING, INC <br />CONSULTING ENGINEERS & LAND SURVEYORS <br />12227 South Business Park Drive. Suite 220 TEL (BOlJ 523-0100 <br />Draper, U[ah 84020 FAX (BOIJ 523-0990 <br />DITCH <br />2. CONSTRUCT SEDIMENT CONTROL STRUCTURE TO ENSURE WATER DOES NOT FLOW <br />AROUIND THE ENDS OF THE DAM. <br />3. WHEN EXCAVATING THE TRENCH. USE MACHINERY THAT WILL <br />PRODUCE ND MORE THAN THE DESIRED DIMENSIONS. <br />4. EXTEND THE BOTTOM 1'- 6" DF SILT FENCE TO LINE ALL <br />THREE SIDES OF THE TRENCH. <br />5. TO AVOID EXCESSIVE PONOING OF WATER AT LOW POINTS ALONG <br />THE FENCE PROVIDE AN OPENING IN THE SILT FENCE AND INSTALL <br />A CHECK DAM. <br />6. SPL ICE THE SILT FENCE AT A POST WITH 6" <br />OVERLAP AND SECURELY FASTEN BOTH ENDS <br />TO THE POST. <br />7. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT <br />THE DURATION OF THE PROJECT OR UNTIL DISTURBED AREAS HAVE <br />BEEN VEGETATED. <br />8. REMO~E SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE <br />ARE A APPROVED BY THE ENGINEER. <br />REGFE~/ED <br />_ SYL UEST~'R GULCH ~ ~ ~ - - °°395 <br />ENGINEERING ACCESS ROAD DivisionDtrlinerasBGeobgy PL, v, SOT LSL <br />INC. I 05 12 05 OT-5 <br />~~ ,~~e z,m,o <br />EROSION CONTROL DETAJL K T S 5 OF I2 <br />CONSTRUCT THE CHECK DAM SO THAT POINT "A" IS <br />APPROXIMATELY 6" LOWER THAN POINT "B" <br />