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n n Hinge Point Temporary <br /> Temporary Temporary Blanket P Y g Blanket Fabric <br /> Fabric Blanket Fabric <br /> Covered Temporary <br /> Steel Staple Edge Prevailing Wind Blanket Fabric Toe of Slope <br /> Overlapping Backfill and Tamp Backfill and Tamp 2Cl " <br /> n v Edge I I / Min Steel Staple Steel Staple @ 2' - <br /> Q i( 0.C, typ I � <br /> :. <br /> iCL <br /> ii Steel Staple - = <br /> - <br /> 6" 6" ao 1 /8 dia <br /> 6" E - 6" Steel wire <br /> n 2' n. <br /> ( YP) — <br /> 4' T (TYP) SECTION SECTION STAPLE DETAIL <br /> (Typ) DETAIL C DETAIL D <br /> DETAIL A DETAIL B KEY TRENCH AT TOP OF SLOPE KEY TRENCH AT TOE OF SLOPE <br /> STAPLE PATTERN LONGITUDINAL BLANKET JOINT <br /> Undisturbed slope <br /> Temporary Fiber Roll <br /> NOTE: (See Note 1 ) <br /> 1 . For temporary fiber roll see sheet WPC-5 Steel Staple <br /> Backfill and Tamp \0-M <br /> Undisturbed slope Temporary <br /> Upper Entrenchment Blanket Fabric <br /> Key Trench at (Key Trench at Top <br /> Upper Conform of Slope Shown) <br /> See Detail E Key Trench at <br /> To of Sloe SECTION <br /> Hinge P 611 <br /> DETAIL E <br /> Point Seee Detail C ,� <br /> k k <br /> k <br /> Temporary k k k '� x x KEY TRENCH AT UPPER CONFORM <br /> Blanket Fabric <br /> X k k k k k <br /> LAOx k =III IIIIIIII <br /> Staple Patter k 'c k �_� —I <br /> P 11 <br /> Pre x 111=1 11=1 11=1 I Temporary <br /> Temporary See Detail A k >r vp1�Ing �` I.nd I B I I= Blanket Fabric <br /> Blanket Fabric x x I-111-111-111—I <br /> k 1-1 11-111-111—I Backfill and Tamp <br /> Longitudinal Blanket Joint k k k '� 111EdII—III III <br /> Steel Staple See Detail B k ,� k k k '� III=� 11ll1 Steel Staple <br /> k III-1 I I=1 I-1 I=1 <br /> Temporary Fiber ROII <br /> Lower Entrenchment '� '` k k �=111=111=�— P Y <br /> (Key Trench at Toe k �c k �c — 111=111=111-111=11 (See Note 1 ) - - -0z <br /> x x x ,� —111-111-1 I MN III I <br /> of Slope Shown) <br /> >< x 1=111-111=ll1 J_II <br /> lll III—III Undisturbed slope <br /> Key Trench atEmbankment k k k k ,� k k 111=11 111=111=111=111 <br /> — <br /> Toe of Slope k k k II-111 1 I III 111 111 SECTION <br /> See Detail D or cut slope k k . 1=ll IE9II— 6 <br /> k k =III—III—III—I I I-111-1 I I DETAIL F <br /> k ,� 1LI=ll1 Illll-111 J_I <br /> k II—I II—I I—I I—III—III—I KEY TRENCH AT LOWER CONFORM <br /> III—III—III—I I II I I—I 11=1 <br /> 1=1 I I-1 11=1 111LI=1 11=1 11— <br /> 1=J=111=—ll1 — <br /> Key Trench at — 1 1L=111-1II <br /> Lower Conform111=�11�=111=11 <br /> See Detail F TEMPORARY WATER POLLUTION <br /> 1I1=11 CONTROL DETAILS <br /> Undisturbed slope <br /> SECTION ISOMETRIC <br /> (TEMPORARY EROSION <br /> TEMPORARY EROSION CONTROL BLANKET TEMPORARY EROSION CONTROL BLANKET ON CONTROL BLANKET) <br /> ON SLOPE WITH VARIOUS KEY SLOPE <br /> ENTRENCHMENTS _ 14�4a� s2w QROFESSIoNq� <br /> REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SANCHEZ m <br /> 5/20/2005 No. C60254 <br /> PLANS APPROVAL DATE 41EXP 06-30-06 <br /> Quincy Engineering, Inc. s�q CIVIL <br /> 3247 Ramos Circle <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> W. Texler s COUNTY OF SAN JOAQUIN NO SCALE WPC _ <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 OLS o f2 4r HARNEY CURVE PROJECT 35 96 <br /> FILE NAME DRAWER SHE NO. 1 ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 i 2 3 <br /> SCALE IS IN INCHES 1 I I I sl66rwpc3.dwg, Thu, 19 May 2005 — 8:01pm, mikek <br />