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FOR ADDITIONAL DETAILS SEE SPECIFICATIONS ■ ■■rrrrw�i I 1, l irarwticniiairip Trarn+t11 VIEW A—A V with 45 bevel w�rath �s i" NMner W 4 See Nots F w� 4 E ■ pamm Joint Typical VIEW 0 — 9 Appm. � or q• Ge `� 6ROOVING DETAIL Grooved in a herringbons pattern with 4" grooves apprm It 0 QC. ; grooves should be aligned paraosi to crosswalk strip". __ 4 r Grooves approx. 4' O.C. R/W or Fjo Expansion Joint Typticd _,2 T 22.� PLAN -t2)-f X 2" M"he eoila rA - T1 Er b !" V r , ►jj4 • 2 V " r , y1 7- -29 is i' 14 3 9 2 SECTION A—A NOTES; I Irving type grate may be used as alfernate. 2- Grate shall be fastened to frame with 16"i f Mat -treated chain . E.P Strtest R/W E iet. Ground Concrete Future 3 Meter lex Mehr Ir Bottom of Ditch r� (if any) r c Std..: i 31 `. Connection M daptor 36" Rebar with eA ection tor 2 how clomps 12" vpori orporaflan 24" Mln, Cover below bourn Stop of ditch (it only) Service Clomp (i" or lvrger Double Strap) NOTES I Piostic pipe for 1" 1. D. service shoal be ultra high moteculor weight ( UHMW ) Polyethylene as manufactured by "D►#scogips ", "Orangeburg" or approved squat with tr"mum pressure rating of 160 psi. 2. Plastic pipe for 2" I. D. service shall be PB 2110 Polybutylene or approved equol with rrwnimuin pressure rating of 160 psi. 3. Corporation stop shall have corporation cock threads. 4. Angle stop shall hove snivel nut and lock wings. 5 Angle stop shall be vertically plumbed. 6. Service saddle shall be required for the 2" service top . 7. Mueller Insta-tits connection shall conform to ASTM Designation D 2239 WATER SERVICE Variable 3 rz Vohs Bos, Frome and Lid %Refer to keprovernent Standard No. F-6 710Water Main. Comets Anchor Block I� 1 - Break - Of f Joint Backfill with materials equal to or better thon the existing pavement in quality and thickness. /—Existing Pbvernent UNDER PAVEMENT AND SHOULDER OUTSIDE SHOULDER NOTES �:6" 0 6" - -- Min. (Typ.) State -„� - Compact in 120 layers - - - _- - - of Highway, lest wdthod No Calif. to a minimum -- — - - --- 2. All existing pavement shall be - — relative compaction-_ -_ _-_-- excavation 3 No jetting or ponding shall be Of 92 Right of Way. 4 * When shown by soil composition 7 a Compact in 12" foyers - - - - approved by the Director of 7 —_ to o minimum - p• — relative compoction O - - -- �p of 90'ir. - i O - � O -L. - Compact in 6" layers Ids 0 D. lQ" to a minimum 10" �D�10" Max - Max relative compaction Max Max 0. D + 20" Max. of 90 %. 0. D.+ 20" Max. UNDER PAVEMENT AND SHOULDER OUTSIDE SHOULDER NOTES 1. Relative compaction of materiais shoal be tested by the State of California, Dept. of Public Works, Division of Highway, lest wdthod No Calif. 216, 1978 or 231, t978 2. All existing pavement shall be neatly cut to line. prior to trench excavation 3 No jetting or ponding shall be permitted witttin the street Right of Way. 4 * When shown by soil composition and compoct#bility, ninety percent (90%) compoction may be used, when approved by the Director of Public Works �--lata Won L.ia att�e- proof, machined FOR NEW STREET 1 sealing surface 141 6" Asphalt Concrete lilt rte. t -Finished Grade x. -T