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MM, An Rads •• IAdeee T -W- Water line <br />Otherwise Note a S - Sanitary Sewer line <br />G - Gas line <br />Depressed leer 'W , "S; or 'G• in <br />orb to Identify servin locations <br />.•.. '•4 r' •:u' <br />Vertical Curb of Rrwns <br />1�• r w}.R Braorn Finish ,• LOW Urn <br />w M <br />(1 , <br />G r:- <br />......... .. ... .... ..,. a .... <br />00" Roe! • Dia. x 24' spocw 12' n o. <br />greaser art t wrappw ane side through <br />eery exp't•r"i joint. <br />20 Mos. sad Cushier <br />After Full Compattiam <br />MONOLITHIC BEVEL TYPE <br />CURB 9 GUTTER <br />7'-0• Mhs. <br />1'-0• . dtbm (3ldawalk ) I 120-}7 2' rn Broxn Fld=t <br />,oanritiln <br />-'1 <br />r Fl . I At Returns <br />sl t • i' r I rLevel Una <br />T-7 <br />a, �L <br />e• 1?• <br />Ocssl Rods �•/ x 24• spocM <br />r2.' a n:, Oasd and wrapped 2• Sad Cashim Mos. <br />ens nerds tlrvuuOM every After Fell Coapaetion <br />jars <br />MONOLITHIC BEVEL TYPE <br />CURB, GUTTER 9 SIDEWALK <br />NOTES: <br />L Comhvet expansion joints 0 20d newborn end of returns. aouM 19M tales, <br />hydrants and other fixed ableds at sidewalk. <br />2. Weakened plane joints shall be speeN ® Id malrws at sidwalk. <br />Ibltesfa 9grCasfarft ►edeas <br />Code We' Rad R��f can" " Nosbe lienego eiek Z' <br />Mese e .erre Wsslsg <br />I I I <br />.1 <br />.l <br />Iteflealare eyewrrehfrdy <br />peal Ire c -c <br />2"xe caber Wade <br />Dsevp ft •.-lead <br />fear sifts, <br />R --i <br />sole• down, <br />thma- wade <br />few ewes. <br />e' <br />TYPE "A" <br />Roll 11ve Slee -Call! My. <br />Cade 1134 30' Sin - <br />Cases w eareeda-� <br />CENTER REFLECTO <br />FOR TYPE "A" BARRICADE <br />1. sarirau 1• be as gift ex shed. mlw <br />2. [mown to be pied wNle vei g 2 <br />asale of "Ederiw Athyd. Mads W-etw <br />Enact ars a eesys" Ri <br />U!ilEt- =SIDEWALKaSIDEWALK BARRICADES F• R <br />SUBDIVISION STREET TERMINATING <br />I amil3L-RamWWhansA� l l <br />VIEW A-Avith 450 <br />" Lip a See Note •I <br />:vat with <br />" chamfer <br />VIEW B -B <br />I. <br />Approx— or <br />I I aG <br />I 1. <br />I Expansion Joint Typical 4 <br />51 <br />MIN. \::i�':•.•!•�::•:•:::;i:yj:'•:.:i:�.j.:,;:iY.: <br />\ 4 <br />\\ GROOVING DETAIL <br />\ 0 Grooved in a herringbone <br />\ pattern with L• groovebe <br />\ I J" O.C. ; gr owe eshouldd a <br />aligned parallel to crosswalk <br />\ streets. <br />i" Grooves approx. -V O.C. <br />or <br />-e--tro2irm-L ant. <br />NUltb: <br />Crosswalk <br />sExponsion Joint Typical <br />Face of Curb <br />TYPE "B" <br />Oft or 34. Standard From and <br />Cover Assembly <br />AG <br />A d e <br />it survey MaaseM <br />Bosrnsnt Sall i e x 30• ken RIM n W <br />kMndificallon Maks <br />TYPICAL SECTION <br />J* R I Letts <br />t <br />•Cdif <br />Cade <br />dN f y I <br />tpe RR <br />Cod Iron <br />TYPICAL STREET SIGN <br />NOTE <br />L One street sign is required <br />at each intersection. <br />2 Dimensions for block numbers <br />are for location of numbers <br />only. <br />3. See improvement plan for location <br />of STOP signs. <br />Edge of Pavement, <br />Back of Sidewalk <br />or Back of Curb. <br />9 <br />* Rural - 6'-0" <br />Lkbon- 7'-0" <br />Class "C" <br />Concrete <br />Street (Stop)_ <br />Sign Location <br />ti <br />STREET SIGN POST <br />LOCATION DETAIL <br />TYPICAL STREET SIGN <br />INSTALLATION <br />yL•1►L1L•L"i��yl:�� <br />k � , <br />Sa,n:t'ary Seu•e. <br />S e� Caws{racf.ar. <br />/a Aro-Al Fe be Ararleeal uifA <br />Red•uaed 6rapper siuke <br />•f-4;Mic <br />•5 <br />/ STAMP A <br />e¢•yV' <br />,Me <br />FOR t.ocar,otil <br />OG <br />$Arlr rA Ry <br />eR WATs R. <br />ON <br />Ca bAr TV ' <br />M Stied Lyhl <br />canduif" <br />t� <br />yktra/t Line <br />`�. <br />._j- <br />i-Ti/a�Irene <br />Gera -- <br />I <br />SAY <br />i Typical Water -::mice <br />A-;M&ry <br />If <br />21 <br />-• -. <br />" <br />flea /deAs 7t9 <br />/ 7"W"I <br />Sanitary max■ea L+Mrel <br />TYPICAL SECTION <br />�I(se sfwufni ... •' • ::•-• <br />J'cwe.coo (See NolaQ) <br />RI "�0 vitary <br />seewrdry <br />ALTEQNAT>< SECTION <br />Wigan Primary and Secondary ekstrieal <br />wrw ace nal ianeath 9idenwlit or Raadwy <br />ao' <br />AW8 Tree <br />-iioveriv <br />Siders/k <br />Street Light--• <br />NOTES <br />/. • Denofes Cab/e and/er Conductor. <br />2. /f Trench lies more than goundar <br />the sMews/k , it shill be backfilled <br />.Is per top 3' of Trench Section <br />Detail. <br />3. Water Service and Sarrif.Try Service <br />if pared m the sane trench shell <br />haver a lateral clear.7nce of 30 min. <br />4. Ltilifies to be placed as per fLblic <br />Utility Company rqu/ations. <br />T ,S•Tnitary Moms Latera/shall have <br />4' minimum of cover at Property <br />line, Whore oeasible. <br />G. bas And 10C diorr fo be determined <br />by the Developer and )-G. i E. Co . <br />7. All Services crossin beneath <br />priff 7.&and Secondary Electric <br />Lines Sha/l have a mrnrrnYm of <br />G' clearance. Electric Lines <br />Shall have a minimum of 12'ckana1ce <br />if placed be%w Service Latera/s. <br />8. In lieu of concrete cap, the <br />Pr;mary and Secondary Wires <br />may be Dplaced in rigid ABS <br />Backfill with materials equal to or <br />better than the existing pavement —� <br />In quality and thickness. <br />Existing Povement------� <br />6� Compact In 12" max.loyws - <br />to a min. relative compaction <br />of 95%e6ndr pavement and <br />shoulders, and 90% <br />outside shoulders. <br />Lcompoct in 240mox.layers� <br />to a minimum <br />p• — relative compaction <br />Of 85 %. <br />Compact in 6" loyers S <br />to a minimum 110-1 0. D. 10" <br />10" 0. D. 10-1 relative compaction <br />Min. Min of 90 %. Min. Min. <br />0. D.+20" Min. 0. 0.+20" Min. <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />I. 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 ponding will be permitted within the strut Right of Way with 3 year bond. <br />4. •'y 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 />LETTERING - STORM <br />Top at pawawel Raft <br />Precef rakdoreed caonte <br />grade adjustment rings <br />20, 30, 4. & 6' higk <br />Precef re, I d <br />codsete conn <br />All joints martvnd and <br />boded with mop an <br />boll Yuferlor and achrim <br />surfaces. <br />Precool rehMorced manhole <br />pipes, A.S.T.M. Doig. C-478 <br />Close M, as rso to <br />obtain prayer elevation <br />I. 2'. 3' IS 4' sections. <br />PINKERTON A-624 - <br />Cat live Frans ant Case <br />Lowest <br />® IL <br />•B• Concrete `r - <br />err <br />e. <br />�q <br />1 <br />