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L686 - L781
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L686 - L781
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Last modified
3/29/2024 11:01:34 AM
Creation date
1/22/2016 6:30:48 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Lower Sacramento Road Improvements Harney Curve Project
Limits
Between Armstrong Road and 300 Feet North of Harney Lane
Year
2005
Project Engineer
Michael Sanchez
Roads Worked
Lower Sacramento Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
L686 - L781
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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 />
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