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Bocklill with materials equal to or <br />better than the eNisting povernent <br />In quality and thickness. <br />0. D.+ 20" Min. <br />RIGID CONDUIT <br />Compact In le ma& <br />7 <br />to a min. relative car <br />of 95%*undw pavem I <br />shoulders, and 9DIA <br />Rp <br />outside shoulders. <br />; <br />Compact Int4 0 max. layers <br />W <br />to a imum <br />im <br />relative compaction <br />4D <br />of 85 %. <br />SIGNS <br />Compact in 6" layers <br />to a minimurn <br />ION 0. D. ION <br />relative compoction <br />Min.. Min <br />Of 90 %. <br />D. Min. <br />0. D.+2 <br />FLEXIBLE CONDUIT <br />NOTES <br />1. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or poncling will be permitted within the street Right of Way with 3 year bond. <br />4. When shown by soil composition and compactibility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />TYPICAL TRENCH BACKFILL <br />12" <br />Dio. or Sq. �_Standclrd From* and <br />6" Cover Assembly <br />A. C. --77111 <br />117A <br />P. C. C. <br />A. B. <br />4 <br />�TUridisturbe7 <br />Basement Soil With <br />ka <br />TYPICAL SECTION <br />T6 Raised Letters <br />Material, Cost <br />Iran <br />_T <br />IN <br />SECTION A -A <br />5URVEY <br />100�IJMENT <br />FRAME 8 C VER ASSEMBLY <br />NO. DATE REVISIONS BY DESIGN RLS <br />DRAWN Y <br />1 7/31/90 QUANTITIE5 , AND GPADING- ALL S14FETS TP <br />R.C.E. DATE -26) -5-0 <br />Reflectort Sign-CoNfornio Hosinly <br />31vonizod Cc" Typs NR Size 18"x la" <br />a washers <br />_T <br />'61 <br />Reflectors streawkicaly <br />placed 12" O. -C. <br />1K"WVW1 <br />e'x e select grade <br />Douglas Fir surfaced structural Wells, <br />four im"s. N , .. . treated <br />Heirilock or treated 10 <br />Douglas Fir surfooed VA <br />few 0his. <br />f <br />__j I Li <br />1L. <br />Reflective Sign -Calif. Hwy. <br />Code W31, 3W Size' <br />Center *I <br />TYPE <br />CENTER REFLECTO <br />FOR TYPE 11 A it BARRICADE <br />I borricodiit, to be as wide as orriset R/W <br />F-Borricades to be pointed while using 2 <br />costs of *Exterior Aikyd Resin Ni -Gins <br />Enamor over a compatible printer. <br />P, <br />EiNID <br />Hwy Code <br />w <br />W31 <br />3 on - a f Hwy <br />Code Type NR <br />CY <br />Wwv-w 40111`910r <br />TYPE B" <br />BARRICADES FOR <br />TERMIKILTING �TREET2 <br />__24.� 30� a, 36" <br />i Strife, <br />S <br />M <br />J 100 E -IN- -_T <br />L it (tip) <br />2 <br />woo <br />TYPICAL STREET SIGN <br />2" ID pipe <br />MAIN <br />2 <br />-2 <br />V) <br />Street <br />Sio Locotiori <br />TYPICAL STREET SIGN <br />INSTALLATION <br />NOTES <br />1. One street sign is required <br />of each intersection. <br />2 Block niumbers are to be acquired <br />from the Son 40squill" cipunly Deparl. <br />Mont of Pwm*q W4 Bulimirso wapecissn. <br />a See wnprw~ 111111011116 for <br />of STOP signs, when required. <br />4 The Isingth of the street sign vgrin <br />nigme. <br />due to the Isingth of the drisel <br />Edge of Povernerill, <br />Back of Sidewalk <br />W, <br />or Sock of Curb. <br />LTREET SIGN AMU 5TOP SIGN POST <br />LOCATION DETAIL <br />�wh W1114 <br />"TYPE N -R <br />TIA <br />TH UGH <br />�TREET <br />I <br />-STATE OF CAL�F. H% <br />K %Y. <br />OTYPE N -R 2 X 24 <br />ECTIVE RED BACKGROLINID) <br />X MST <br />SIGNS TO BE PLACED IN STRICT <br />CONFORMANCE WITH DIMENSIONS <br />SHOWN ON PLANS. ANY DEVIArION <br />MUST 13E APPROVED BY THE <br />DIRECTOR OF KSLX WORKS <br />GN -STATE OF CA�IF <br />WY. CODE W53 C24 X2411s) <br />OR AS REQUIRED BY <br />PUBLIC WORKS DEPT. <br />.0 <br />.0. D <br />. . <br />�eI4e eO,7601-e�'e ll?,51"eaLf Of AR. <br />where "D" Ig lei;g Xhen 9". <br />12 R. C. A <br />CONFORMI 7 V 70 i;. 7. M. C - 7� &�Zj9t�j; :7 <br />D L <br />N tl 141z b <br />TYPICAL SIGN <br />7 <br />& <br />LLJ <br />LU <br />Rp <br />(W 53) <br />/V r— <br />0 <br />-D <br />LU <br />z <br />QC <br />I TRAFFIC <br />SIGNS <br />�S Z Z �.6 Z f 12 <br />C <br />( <br />W4 <br />01 y If/?P <br />I <br />k14 <br />9' <br />rzi: <br />, tv <br />7 <br />Wj <br />8 <br />-7-9 .�a 9 7 "_1�6 /P. <br />1z) <br />I)c <br />IX., <br />Zk <br />,5,v <br />S 7. 4,FA <br />'Ale <br />3544 <br />lo - 4 t- <br />9619 <br />- <br />_x <br />"--T7 �Zx <br />q) <br />BAUMBACH & PIAZZA <br />CIVIL EIM1311YEERS <br />SURVEYORS <br />323 W. ELM ST. LODI, CALIF. <br />95240 PH: 209- 388-8818 <br />W 14 <br />7 <br />& <br />LLJ <br />LU <br />Rp <br />dQ <br />/V r— <br />0 <br />-D <br />LU <br />z <br />QC <br />�S Z Z �.6 Z f 12 <br />C <br />( <br />W4 <br />01 y If/?P <br />I <br />k14 <br />9' <br />-4 <br />7 <br />jr,5p. <br />8 <br />-7-9 .�a 9 7 "_1�6 /P. <br />I z <br />IX., <br />,5,v <br />S 7. 4,FA <br />'Ale <br />3544 <br />lo - 4 t- <br />9619 <br />- <br />_x <br />"--T7 �Zx <br />X <br />6 T 0 P <br />r— 7 Iq <br />DETA I L SHEET <br />A! <br />37-0 <br />2 <br />F_ 3: <br />LLJ <br />LU <br />Rp <br />0 <br />-D <br />LU <br />z <br />QC <br />C <br />( <br />W4 <br />I <br />k14 <br />9' <br />-4 <br />r— 7 Iq <br />DETA I L SHEET <br />A! <br />37-0 <br />2 <br />#9.;-7 H N <br />L11 <br />'4� <br />9 e,�p ZF 207, <br />L E E ESTATES <br />SUBDIVISION IMPROVEMENTS <br />SHEET OF _4 <br />JOB NO. 99119 <br />FILE <br />NO. <br />F_ 3: <br />LLJ <br />LU <br />0 <br />-D <br />LU <br />z <br />W4 <br />#9.;-7 H N <br />L11 <br />'4� <br />9 e,�p ZF 207, <br />L E E ESTATES <br />SUBDIVISION IMPROVEMENTS <br />SHEET OF _4 <br />JOB NO. 99119 <br />FILE <br />NO. <br />