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AN.- <br />1 <br />s <br />1 <br />- Eerw..iwr vso.wf 1 Tyr 1 <br />i9 <br />I <br />NOTES: f <br />11 Frofne 6 Wale shell colder■ <br />�U0a 1 ` Fs <br />L A le W0101Isenf: l Slaseerd Na. C-- seLP �11 <br />Ja <br />I I 21 Two fat ssiwirwrst below Iwshad grade <br />10 f is asw dewsseprneol. Is nistisg rlreels, <br />109 map bo less 'ban IM .nlh NN <br />c errovel of we Esgvtesr <br />3 <br />1 24' pope boreal ehaf be Class 2 RC► <br />.-4 -1 I as Class Z AC.r. <br />SECTION A -A <br />In <br />Clain ' 0' connela <br />tt' -- <br />eo' <br />re r <br />-� rrwr• <br />.•.T t <br />IN <br />Ne <br />ri�i' <br />II <br />Ire <br />III[I <br />I <br />PLAN <br />A <br />,a <br />Ell <br />SECTION A -A <br />NOTES, I lrratg tyre grace may bo <br />Y*ad as ollerkale <br />2. Grola *hell ?a to4len4d to from• <br />wish 16,311 heas•Iraatad [hats. <br />SECTION 8-8 ---� <br />V <br />N SECTION B-B <br />STANDARD STORM DRAIN INLET 1 18"FRAME & GRATE STD STORM DRAIN INLET 2 <br />N <br />II G,rc��I .9TP1tg1NdN <br />x G /C� •G 1rj I^l F G� �' 1AP �iY%11G. ;t �°' a j &r <br />b <br />I sir 5 �jvr] <br />INNNNNN <br />IT <br />IN <br />SECTION A + `1°wfdo 5��,� <br />Itavl x . <br />�• Join �frrrt' <br />L,4Nb5GAp1N6j- <br />�II1 I I-1'aI' ' 'rIVeW <br />tlrra ; Utr <br />R RvJCI h t2rVvrn <br />14P r,-Inl2t'I <br />lveG/ •G WWI <br />I/2I'�I� <br />Icy: � �- o -�•`� ;�'� �� � II � <br />�- <br />' o <br />G IoI� 4r1p h1 t4 �4 <br />A.,re'GIri*tLd i t' <br />SECTION B <br />ENTRANCE DRIVEWAY <br />PLAN VIEW <br />—Y- <br />11 jl <br />i• I 111• ; } �:• <br />SECTION A -A <br />,V <br />v NOTE- Grele shall be laatsned to Irome <br />with I8•a4' hoof-treolod 0.1". <br />FRAME & GRATE 1 8" STORM DRAIN INLET <br />57�►ncs✓crrd lerq&i rig Pve PlA' <br />5yrrlr -2* <br />4. 4 Pt l��r{t�riniw 9m�r�d �wc) <br />bovelled a /rr dirl� �dgc, L-xt�rr�� <br />full lent fb v {' <br />• 3/a � str�l ��n9. <br />strraPp►nq ... �` <br />- - gal � of cusrray - <br />+�l rub r- <br />74%-mrr'a bkWe- ,7 emmeder slPc✓� 7yfa�- e� cuSry <br />r,pP end A< p 41751r7yy 6ball Sid/ �►�provrd - <br />W 7raled as drrel -+d 6y mr e1114", <br />1. Caning joints shall he welded in accordance with <br />AWWA Standard C-206 except that Hydrostatic _ <br />Testing will not be required. <br />2. Ends of Bore Hole shall be sealed to prevent <br />entrance of fill material. as required. <br />3. A Joint shall be installed at end of Casing Pipe. <br />See above. <br />PIPE CASING DETAILS <br />3 <br />i <br />PLAN VIEW <br />NOTCs• <br />II 11farae omit Grate shotl eoalerla <br />to trnpro•srnent ste*d«d No C-T. - Set pei III 3 <br />21 Two lass +wtnimum bale+ IW*had <br />grade in new deeelopa.sM, <br />In eslsstng sllasse," be late thus <br />2' wish IM opprotol of the Estrsar- <br />tee Meea ! <br />Ysr1N <br />F",_w <br />we Alnes <br />snarler <br />Itcp,am <br />1 <br />IN <br />Nede <br />,. <br />V SECTION A -A SECTION B-B <br />18" ST.ORM DRAIN INLET <br />LIONAKIS-BEAUMONT <br />DESIGN GROUP <br />ARCHITECTS & ENGINEERS <br />401 MATT AVENUE, SACRAMENTO, CA 95W <br />(916) 48&1303 <br />ARCHITECT A1A <br />CAUE CERT. NO. C- <br />PROJECT NO. DIVE <br />DRAWN BY CHECKED BY <br />v <br />KJELDSEN--SINNOCK <br />a & -ASSOCIATES, INC. <br />C I V I L <br />4 E N G I N E E R S <br />1 113 W. FREMONT STREET <br />STOCKTON. CAUFORNIA <br />(209)946--0268 <br />O KJEDSEN—SXf040at & ASSOC_ INC. <br />NO. REM SIONS/AUTHORIUUIONS DAFE8Y <br />rw <br />r01 <br />�.��� Ni 4Ui � (A •�` ',, ram' <br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIYISON <br />SAN JOAQUIN COUNTY FIRE WAPDEH <br />'CITY ENGINEER -- CITY OF STOCKTON - <br />LOCAL FIRE DISTRICT <br />DETAILS <br />8 H E E T <br />5 SHEET NO. 0F , <br />