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BRACE TO BE REMOVED AFTER ALL OTHER <br /> FENCE CONSTRUCTION IS COMPLETED UNLESS <br /> LINE POST OTHERWISE DIRECTED BY THE ENGINEER <br /> HORIZONTAL BRACE WITH TRUSS ROD MAY BE HORIZONTAL BRACE WITH <br /> USED AS AN ALTERNATE TO A DIAGONAL BRACE 3/8" STEEL TRUSS RODS <br /> 6 VERTICAL STAY 6' <br /> TENSION WIRES LINE POST GATE POST GATE PANEL GATE PANEL <br /> BRACE 1 ' � VERTICAL STAY GATE POST <br /> DIAGONAL BRACE x <br /> Q <br /> DIAGONAL BRACE OR <br /> DHORIZONTAL BRACE <br /> b N TRUSS <br /> RODS WITH TRUSS RODS <br /> s <br /> e <br /> s <br /> a <br /> 4 ° \ <br /> D , D D PCC <br /> ° s s ° e <br /> a , > 2" CLR <br /> ° D ° D s ° ° PCC ° ° 3'-0" a <br /> ° — AT GATE POST ° . <br /> D 10 � E 10 ► Is 10 GATE GATE Imo- 10. ___.�,i <br /> 10 LINE POSTS AT 1000' MAXIMUM LENGTH = 12' LENGTH = 12' <br /> NOT LESS THAN 3 TIMES INTERVALS,`BRACED AND TRUSSED IN BOTH <br /> MAXIMUM CROSS SECTION OF DIRECTIONS EXCEPT THAT THIS BRACING AND TYPE CL-1.2 = 48" FABRIC <br /> POST WITH MINIMUM OF 8 --- TRUSSING MAY BE OMITTED WHEN THE FABRIC TYPE CL-1.8 = 72" FABRIC <br /> 2'-6" FOR FABRIC LESS THAN 60" HIGH IS STRECHED BY THE EQUIPMENT. GATE POST <br /> 3'-0" FOR FABRIC 60" AND OVER -- FENCE GATE NOMINAL WEIGHT <br /> .END AND CORNER POST ASSEMBLY HEIGHT WIDTHS ID PER FOOT <br /> 2'-6" FOR FABRIC LESS THAN 60" HIGH <br /> 3'-0" FOR FABRIC 60" AND OVER UP THRU <br /> 6' 2Y2" 4.95 LBS <br /> TYPICAL MEMBER DIMENSIONS (See Notes) OVER 6' <br /> FENCE <br /> LINE POSTS END, LATCH & CORNER POSTS BRACES 6° THRU 12' 4 10.79 LBS <br /> HEIGHT ROUNDH ROLL ROUND ROLL FORMED ROUND H ROLL FORMED AND LESS OVER 12' <br /> ID FORMED ID ID ,� C7 <br /> THRU 18' S 14.62 LBS <br /> & less 1 Y2 1 /a x 1 VA 1 /a x 1 /a 2 3Y2 x 31/2 2 x 13/4 1 Y4 1 Y2 x 1 /6 1 /8 x 1 Y4 1 /4 x 1 Y4 OVER 18' THRU <br /> Over 2„ 2114„ x 2" 2» X 13/4» 2Y2» 3y2„ X 3y2" 2Y2 X 2Y2» 1 Y4" 1 Y" X 1 %6" /" » 3 „ <br /> 24' MAX 6" 18.97 LBS <br /> 6' 1 5a x 1 Y 1 /4 x 1 Y4 <br /> UP THRU 3°° 7.58 LBS <br /> NOTES <br /> 6' <br /> R 1 . THE ABOVE TABLE SHOWS EXAMPLES of POST AND BRACE SECTIONS WHICH MAY COMPLY OVER 6' 5" 14.62 LBS <br /> WITH THE SPECIFICATIONS. OVER THRU 12' <br /> 6 <br /> 6" ORAS 2. SECTIONS SHOWN IN THE TABLES MUST ALSO COMPLY WITH THE STRENGTH REQUIREMENTS OVER 12' 6 18.97 LBS <br /> SPECIFIED OR AND OTHER PROVISIONS OF THE SPECIFICATIONS. THRU 18' <br /> SHOWN ON DETAIL <br /> PLANS, SEE NOTE 6 3. OTHER SECTIONS WHICH COMPLY WITH THE STRENGTH REQUIREMENTS AND OTHER OVER 18' THRU 8" 28,55 LBS24' MAX <br /> PROVISIONS OF THE SPECIFICATIONS MAY BE USED ON APPROVAL of THE ENGINEER. <br /> D <br /> ABOVE POST DIMENSIONS AND MASSES ARE MINIMUMS. <br /> D ° HIGHWAY 4. OPTIONS EXERCISED SHALL BE UNIFORM ON ANY ONE PROJECT. LARGER SIZES MAY BE USED ON APPROVAL FROM THE <br /> D ° <br /> 5. DIMENSIONS SHOWN ARE NOMINAL. ENGINEER. <br /> 6. OFFSET TO BE 2'-0" AT MONUMENT LOCATIONS, MEASURED AT RIGHT ANGLES <br /> TO R/W LINES. TAPER TO ACHIEVE OFFSET TO BE AT LEAST 20' LONG. <br /> FENCE LOCATION <br /> CHAIN LINK FENCE <br /> AC DIKE AC DIKE <br /> solo(TYPE E) 10.00' TRANSITION (TYPE A) <br /> LATCHING BAR <br /> 1 " ID X 2'-2 6" <br /> STEEL PIPE BAR CD <br /> ELEVATION <br /> WIRE LOOP AC DIKE AC DIKE <br /> (TYPE E) 10.00' TRANSITION (TYPE A) <br /> END BAR <br /> END POST 1 /4" SHORT LINK 041- 1 <br /> COIL CHAIN. BOLT TO END AND <br /> WELD OR BOLT TO LATCHING BAR. <br /> LATCHING DEVICE � o 5 ,,� QROFESSIONq� <br /> FOR GATEWAYS FLOW LINE"" REGISTERED CIVIL ENGINEER ��� Fye <br /> 65/20/2005 w ICHAEL A. SANCHEZ m <br /> PLAN VIEW No., C60254 <br /> PLANS APPROVAL DATE <br /> Exp. 06-30-06 <br /> AC DIKE TRANSITION Quincy Engineering, Inc. �f4 CIVIL <br /> 133247 Ramos Circle lF OF CA��F��� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> M.KNIGHT os/»/os COUNTY OF SAN JOAQUIN No SCALE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET <br /> SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 %�� I[jd ��l/� CONSTRUCTION DETAILS C-11 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 a HARNEY CURVE PROJECT 31 96 <br /> r�1 SCALE IS IN INCHES I I I I I I s166rcd11_12.dwg, Thu, 19 May 2005 — 3:49pm, mikek <br />