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J <br />141706 <br />3 4 <br />01. <br />Reflector Sign —California Highway <br />Code <br />N <br />Type R (24' x 24"} <br />3/8" <br />golvinized <br />2' - <br />bolts <br />& washers <br />at end <br />\ / <br />t <br />I <br />L <br />, <br />Reflectors symmetrically <br />N <br />placed 12' t O.C. <br />\\\ \\\\\\\\\\\ <br />y <br />6" x6" dense <br />2"x8' select grade <br />f structural grade <br />_ <br />Douglas Fir surfaced Redwood, treated <br />four sides- <br />Hemlock or treated <br />- <br />Douglas Fir surfaced <br />12' Max. <br />, four sides. <br />_ <br />Evenly Spaced <br />TYPE "A" <br />I <br />Rerie.ctive Sign —Calif. Hwy. <br />Code W31 , 30" Size <br />Center on Barricade./ <br />\ ENa <br />CENTER REFLECTOR <br />FOR TYPE " A" BARRICADE <br />NOTES: <br />1. Barricades to be as wide as street R/W <br />2. Barricades to be painted white using 2 <br />Goats of "Exterior Alkyd Resin Hi —Glass <br />Enamel" over (3 compatible primer. <br />�]. 30' min. <br />Top of curb <br />7 P Expansion C) P/AIfrERTQN ",4A�lE Er' GiPArE OR EQIIAL <br />1-lowline of� { [ t <br />gutter Joint <br />Expansion -I <br />T' <br />joint <br />Lip of gutter FINISHED GFIADE <br />Catchbasln assembly to be set FIA11s11ED G,kADE_ <br />1" below Flow line of gutter <br />PLAN a J <br />Sidewalk 9 4" throat <br />2" Min opening <br />1 <br />1 /2 d'Ia. , f <br />bolt j <br />Boss to hold C� o <br />grate in place F_ C <br />I 24" dia. conc. 12" dia. <br />END I�II �k V pipe (see note ) min. <br />no. 5} <br />LC)Sign—Calif S= 01 min- <br />Hwy Code W31 <br />k }2 ii ! <br />(30" x 30") <br />S' <br />SECTION <br />� Sign —Calif Hwy <br />Code Type NR NOTES: <br />(24" x 24") <br />1. All exposed steel shall be dipped with <br />2 coots of coal tar pitch heated to a <br />4"x4" Redwood minimum of 180' or galvanized- <br />or pressure treated 2. Grate, frame and side inlet shall conform to <br />I Douglas Fir post South Bay Foundry A-645 frame with either A-390 <br />`" or 2 1. ❑. ga1v, rivited or A-390-M fabricated steel grate. <br />pipe 3. Grate shall bP chained to frame- <br />4. Grate shall be depressed 1" below gutter <br />profile grade. <br />TYPE 71 U" 5. 24" pi e barrel shall be class It R-C.P., or <br />class 2 or 3 non -reinforced concrete pipe. <br />Cul de Sac only <br />6 a <br />a <br />a A • :R.: a� O <br />a. <br />�� -•;'; � j-"-- —GRADED <br />2 4'. .► - —ill. <br />3lI6 0-)2A0E <br />VA <br />.•" . SECURE +;r <br />FRAME ro 24 R0. sJs rd . M r <br />GRATE PIPE WI if1 COMCRE TE - <br />fi'EIAIFORGED <br />COAIC���r <br />,• PIPE <br />T 25 1/2" '^ <br />AT ENb OF LINE ' <br />CATCH 3A51N <br />Sass-7. �� k FLOW 1 : • J IIVE FROr EAr B y <br />CATC NBA � 4N �WIIEiV <br />N ~j sTPPL ICA13LE <br />PLAN OF FRAME <br />CONCRET-E BASE <br />5EE STA_,VDA Ro 0WO. ❑ - 1S FOR OT11E2 &107ES <br />BARRICADES FOR TYPE 1 <br />(:D <br />TERMINATING STREETS CURB INLET CATCH BASIN g (:6 <br />A <br />�_ 12" <br />Dia. or Sq. Standard frame and <br />I� 6" cover assembly <br />T rl <br />A.C. rl ` 4„ <br />i I <br />'°v ppOpu°000°op°Oa °cacaoO1�I ° <br />C - oa°°oo°°av°ooO°ooOA-R- 0 <br />-�41 roc°°va °°opO°000°op Ooe°000°C <br />Undisturbed � Survey monuments <br />basement soil 3/4"0 x 30" iron pin <br />with identification marks <br />TYPICAL SECTION <br />I <br />A <br />1 / 16" raised letters ` _P <br />Cover <br />Frame <br />Lift I � 0 <br />holes <br />n Material: Cast iron <br />j 2 1 /2" 4 <br />1 1 /2" 6" 1'4" <br />Diameter I f <br />SECTION A —A <br />SURVEY MONUMENT <br />FRAME & COVER ASSEMBLY <br />00 <br />CV U-) <br />2 Typ. <br />j <br />M5T <br />AIN <br />1 00 E } <br />L = I <br />1 /2„ R (tYp) Co <br />TYPICAL STREET SIGN <br />STOP <br />\ � N <br />6' rural —- <br />7' urban <br />2" 1. D. gnly. --•-LJ f <br />pipe <br />NOTES: <br />1. One street sign is required <br />at each intersection, <br />2. Block numbers are to be acquired <br />from the Son Joaquin County <br />Community Developement <br />Department. <br />3. See improvement plans for <br />location of traffic control <br />devices. <br />4. The length) of the street sign <br />varies due to the length of <br />the street name. <br />5. See Standard Drawing No. R-23 <br />For proposed sidewalk <br />sign locations. <br />6. Stop signs shall be 30" for <br />urban areas and 36" For rural <br />areas. <br />Edge of pavement <br />�V or back of dike <br />D <br />N 1 <br />Stop and street <br />sign location I <br />STOP AND STREET SIGN <br />LOCATION DETAIL <br />10" flatten <br />pipe <br />TYPICAL STOP AND STREET <br />SIGN INSTALLATION <br />Street R/W <br />Metal lid on <br />all meter boxes <br />1 Christy C-20 <br />Exist. Ground lid, or equal = <br />Christ <br />Bottom of Ditch Y B 12 box, <br />(if any) or equal meter <br />box Meter <br />c <br />Angle <br />`\F Stop <br />i,� T Service Line <br />3/4" Min. Size <br />g -Connection <br />NN Adaptor __75/5' ' x 36" Rebor with <br />Corporation <br />2 hose clamps 12*' apart <br />Stop <br />—24" min conver below bottom <br />Service Clamp of ditch (if any) <br />(1" or larger <br />Double Strap) <br />NOTES: <br />1. Service line material shall be type k copper, polyethylene <br />or polybutylene plastic- <br />2. Plastic pipe up to 1 1 /4" 1-0, service shall be ultra high <br />molecular weiaht (1JHMW)Polyethlene as manufactured by <br />"Driscopipe' "Orangeburg or approved equal with minimum <br />pressure rating of 160 psi. <br />3. Plastic pipe for 2" I.D. service shall be PB 2110 <br />polybutylene or approved equal with minimum pressure <br />rating of 160 psi. <br />4. Corporation stop shall have corporation cock threads. <br />5. Angle stop shall have swivel nut and lock wings. <br />6- Angle stop shall be vertically plumbed. <br />7- Size of service line shall be as required by the County. <br />8- Mueller Insta-tile fittings shall conform to ASTM <br />designation D 2239, <br />9- Meter shall be Precision Meter Inc. model PPM 5/8" x3/4" <br />with attachment connector spuds 4I2 ��ht�l1� MET�� <br />10. Lockable corporation cock wi11 precede the meter and entire <br />setup will be In the confines of the water box. <br />1 1, Mon metallic services shall hove o No. 10 gauge solid, bare, <br />soft drawn copper wire laid along the service line, and accessible <br />in the meter box. <br />12. MeTE�� To <br />DETAIL -. CATCHBASIN <br />TYPE H <br />NO SCALE 7 <br />6 <br />I Y2 X " 3ARS <br />I yz' o, C- <br />SECTION B-B <br />STANDARD STREET <br />SIGN DETAILS <br />5 (WITHOUT SIDEWALK) 6 <br />6 6 <br />Z' 5"' <br />A <br />B .0i <br />CJ' f_ 511 <br />NDrE: ALL PARTS 7-o 6E <br />GAL L�.d NIZED ,4FT �V <br />�_-,4BR IGA 71 or•!• <br />C3 X G If W//2 <br />WE417,D STUDS @ 24"dC. <br />" x 5116" BAND &4R <br />I <br />BENT �Z ►rO EYE BOLT <br />(2, J CED, 7DP CORrfIER) <br />L <br />J. C_. <br />SECTION A —A <br />DETAIL- TRASH COLLECTOR STEEL GRATE <br />NOT TO SCALE <br />WATER SERVICE <br />gl1 �.OpI tj, er <br />dL- <br />I <br />15=. <br />I <br />1 <br />I � 1 <br />I � , <br />�Ttz�T I.IJHT <br />To 0751 <br />�- fJ��l(�f•IF.� <br />1 Tp-t.Ll✓r� <br />1 <br />illlE�lli�lill <br />'A"�, �-,0��, <br />11111�1n1M <br />*T1?-56,T L_IAHT <br />.014 <br />�1 <br />z117 <br />4 <br />R. W. SIEGFRIE❑ & ASSOCIATES - CIVIL EN'G.JNEERS <br />4045 CORONADO AVENUE STOCKTON, CALfFORNiA <br />t <br />DAAWN$t R 4) G ICHE <br />CHECKED BY AJC JOBNO 5679-85 DATE MA2C�1 199rIGN <br />Df5i6N Br R C ED BY A J L F B NO FILE NO <br />aT <br />�m <br />a <br />t <br />m <br />N <br />z <br />O <br />rJ] <br />W <br />w <br />0 <br />C0 <br />W <br />a <br />IIINNNNI <br />W W <br />w <br />r <br />W N co <br />O d <br />0:Z J <br />� a <br />� w <br />Z <br />J <br />Q <br />CMMD <br />w Z <br />Z <br />0a <br />0Q� <br />Z <br />woo <br />Z:0 w <br />A <br />CI] <br />Q Ck2 L) <br />DATE <br />MARCH 1991 <br />DRAWN BY R D C <br />CHECKED BY A J L <br />JOB NO. 5679 ---85 <br />71 _/ 1 <br />SHEET <br />6 <br />OF 8 SHEETS <br />1 <br />G-38S3 <br />