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24", 30 anon 3� 1n1m <br />U _MAIN loo E N <br />R(b'p) <br />olao <br />.TYPICAL STREET SIGN <br />rd <br />iIE ralRal_=b'-oW <br />2" ID pipe <br />NOTES <br />I. One street sign is required <br />at each intersection. <br />2. Block numbers ars to be ocquired <br />from the San Joaquin County Depart- <br />ment of Planning and Building Inspection. <br />3. See improvement pians for location <br />of STOP signs, when required. <br />4. The length of the street sign varies <br />due to the length of the street <br />name. <br />Edge of PLofCurb. <br />nt, <br />x. Back ofk <br />or Bac <br />O <br />v <br />i- Street 2� <br />Sign Location <br />STREET SIGN POST <br />LOCATION DETAIL <br />TYPICAL STREET SIGN <br />INSTALLATION <br />♦ STANDARD STREET <br />SIGN DETAILS <br />atalr! U�IK CaOC 61 a t5t,-Ib� Mldtx� h'1610 <br />(1) Workmanship: <br />All work rill Ya_stomplated in accordance _-with.tha_b 3t tradel <br />practices of industrial fence installations. Securely set all <br />posts in al.ionmtet at the proper depth and height, and rigid <br />bracing whore needied, install fabric under tension and securely <br />tie to posts and rat ls. <br />(2) Material: <br />A. Lina posts witl be on one and seven -eighths (1 7/8") in - <br />cher in gglil3lds diapeter at two point seventy-two hundreds (2.72) <br />pounds pop foot, eight foot eight inches (81811) long and set on <br />ten (10) foot centCrs. Holes must be eight inches (80) in dia- <br />meter and thirty -34x inches (3611). in depth. <br />b. Terminal posts will be two and seventy-eight inches (2.78") <br />in outside diameter at five point seventy-nine (5.79) hundred <br />pounds per foots and ten feet (101) long. Holes must be twelve <br />inches (1211) in diameter and thirty-six inches (3611) deep'. <br />c. Fabric will be nine (9) gauge, six foot (61) in height,..gal- <br />vanized after Heaving. Leave one and one-half inches (1+11,1) be- <br />tween ground aid bottom barbs. Install fabric on security side <br />(subdivision satde)of posts. <br />d. Fittings must all be made of pressed steel. <br />e. All hapiaontal braces will be one and five eighths inches <br />(1 5/811) out3JAe diameter pipe at two point twenty-seven (2.27) <br />hundred pounds per foot. <br />f. All diagweal trusses will be three -eighth inches (3/8") <br />in aiameter. <br />g. Tension bands will be one-eighth by one inch (1/811 x 111) <br />thickness set on a maximum of fifteen inch (1511) centers. <br />h. Brace bands will be &ne-eighth by one inch (1/811 x 111) thick- <br />ness. <br />i. Tie wire will be aluminum, nine (9) gauge set on_a maximum <br />of fifteen inch (1511) center. <br />J. Hog rings will be nine (9) gauge steel set on twenty-four <br />inch (240) aantorsp. <br />k. Top and botteer-tension wire will be of seven (7) gauge coil <br />spring. <br />1. Concrete mix mater*1 must have no greater than a one and one- <br />half inch (1}") slump and+` compressive strength of twenty-five hun- <br />dred (2,500) pounds per squire inch in twenty-eight (28) days. Rd - <br />tempering not parmitteld. <br />OF <br />N -R' 24 CALIF,%24 <br />RED BACKOROUI D) <br />4"X4" REDWOOD POST <br />"TYPE N -R" <br />e....e :. <br />M44 I%2e) <br />IED BY <br />I DEPT. <br />SIGN -STATE OF CALIF. <br />HWY. CODE W56 (24'%48') <br />"TYPE N=Y" <br />SIGNS TO BE PLACED IN STRICT <br />CONFORMANCE WITH DIMENSIONS <br />SHOWN ON PLANS. ANY DEVIATION <br />MUST BE APPROVED BY THE <br />DIRECTOR OF PUBLIC WORKS. <br />TYPICAL SIGN <br />TRAFFIC SIGNS <br />TYPICAL FENCE <br />POST <br />LINE <br />TYPICAL CORNER POST <br />f1 <br />b <br />W 4' <br />s 6,J 4' <br />perfecter op-Caef>ee <br />. � Code Type KR On r'sI <br />loose a woMwrs, <br />'MMctere ,ymnstricady <br />paced let 0.-C <br />2'xe' Wert arae <br />Douglas Fr wrfaced <br />four ,idea. <br />Reflective Sign -Calif. Hwy. <br />Code 11131, 30" Sin <br />center of <br />6' <br />q Street <br />veer <br />so' <br />16' 4' S' V I��Y�i KKY Ga111i ♦ <br />7_1%720, <br />7 <br />R/W <br />{ 4' �6' 30, rl KG145VOKKY VPJVe <br />Street <br />�1-Y soil. �RILA•I�ir <br />�CsE(� sperm ) <br />at rind <br />TYPE "A" <br />structural grade <br />Redwood, treated <br />Hemlock or treated <br />Douglas Fir surfaced <br />four sides. <br />CENTER REFLECTOR WIrW-W Kew <br />t <br />FOR TYPE A BARRICADE <br />N <br />NOTES: <br />L Barricades to M as wide as street R/W <br />28arricades to be pointed white using 2 „ <br />coats of 'Exterior Alkyd Mein Hi -glass <br />Enamor over a compatible pricer. TYPE HBH <br />BARRICADES FOR <br />TERMINATING STREETS <br />Calif <br />:oda <br />dif Hwy <br />ps RR <br />Fj <br />li;• Raised Lett, <br />�TIz��T N�M� <br />uta er sg. <br />Slandcrd Frome and <br />'f}IGI�NC�� <br />6' <br />'il'tIGKNGii <br />Cover Assembly <br />A. 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