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MCKINLEY TRACT STORM SEWER ( 1) <br /> ROAD INDEX FELE YEAR SHEET TOTAL <br /> r NO NO. NO. SHEET, <br /> Cost iron frame 6' cover <br /> city of Stockton stondard <br /> Pinkerton No. A -/63 or equal Maintain 24minimum <br /> cover <br /> °'•° 'p' Precost rein forced z `�✓ \� d. \ <br /> N concrete rode r/nos <br /> 9 y <br /> ;. • :a, combined heght /2 min. D <br /> •a <br /> o ;. ° I— 2-0� I ? a .� ,.'' P: Tench �esur79rit�.' Medium Silo/ Caat <br /> `� <br /> M p' ;o Precast reinforced Over O50 *A'!se <br /> N `' COhCrete cone ro meet a shal/ow ditch i Precost r+einforc�d , <br /> or when directed by engine , I <br /> `*° ° ' :9• er, o mitered Dint shall be I'll concrvfe section I h <br /> ✓ v. . .o. ; Cocst jinn rr cover O <br /> a• ° placed os shown. v: /2 /2 <br /> > : p . (ciYy of Stockton standard <br /> .p ''p. . o • sop o• p. . .00pp Deo <br /> 5" ? ' rp0 0:. w No.3 Boge Pinkerton Na A -/36 or ez/ua/ Note to/be ntea�y cut�ov//ren{ e p e p e p.o p • pp o a p <br /> :.a o <br /> Interior 0 exterior of o//•joinfs , a reinforced steel prior to trench excovoiion <br /> � •a•• :;' ::� •, <br /> F o.•d; by bonded with banding mortar . . �'.` <br /> Native materia/ <br /> !'trout al/,joints with mortar l - ? —�1 :p a :- ;,: :a = o • .o: a • 90 o compaction <br /> :d. � p p' .'�•- v, a• Concrete base /'lifts maximum <br /> Reinforced concrete manhole <br /> • �_ :;D.' i Native rr�aterio/ - - <br /> TYPICAL CATCH aAS/N 809: compaction — - <br /> � SCALE /"_ /L O" <br /> 4 O' Curved concrete block — <br /> a. grout all•joints with mortar ` ° <br /> 'o ?: : o' P.'.v.'.°• .o: '.'a'• .v :a: andp/aster both sides Pea grnve/ °44 i, <br /> ��' • n • c, vu <br /> 8"rnox. <br /> CU CONCREBLOCK DETA <br /> TYPE 2 MANHOLE $ TYPICAL INLET DETA/L VED TE /L <br /> NO SCALE <br /> TYPICAL PIPE TRENCH DETAIL <br /> NO SCALE <br /> 6 R. , <br /> NO SCALE <br /> 6 �i�' -3�p x2� �'wctz' lolhs �•4"Grad2J <br /> �1�• - • ,ProhrJ'ively Tiz-+acrd. 4� fafhs Coo�`�x•.f�f tyif/r <br /> • • ;=yr` ,Pvgoinsd�i .(i�ar fc+�t. S Strarr!h Q®r�d /'!lite. <br /> ` Tp x x <br /> x 4 strap - y � .4/!im/nar�t <br /> I \ 3e3 res <br /> ,,° 4_x4." „ <br /> Cost iron frame ` cover ` o I �� 'r�``r �" .Pa/rldh* Line <br /> (Pinkerton No. A - 463 or equal) ; I ��� r 3 / O.D. <br /> B r6r _ Ir=9 fl Sfrekhar wif/��p�r/i �crner r�Sls. <br /> r 11_ — 1:� Q�r <br /> Precost reinforced �N-r:a '� /wire mesh reinforcing <br /> concrete grade rings ro ID <br /> /NLET 0601L <br /> combined height /8 min. ;:'•o oo: PIPE SUPPORT DEZgLL <br /> 4 . <br /> Interior E exterior of a/l,/oints ;;: 36 ID. a; NO SCALE TYP/CA MITERED �o/Nr <br /> to be banded banding mortar :;n :•d: <br /> syr%h lis errs. <br /> Grout a//,joints with mortar o:e :q:; + (ib ovew;Qs *W;m e z Cabr <br /> •.0 5 bar @ 6cc- <br /> Oil <br /> O. .o. I� 'Or.' •. _ p-. .d ' :d- � �G.': U//1���/� Uf///�y L//7BS J f <br /> o6re �/x/ <br /> �/ 2 On <br /> a p .•a.al,9 .- : o• •, -a, •.-P•'o O.D- P%� -,r-/US \ <br /> 1 O. D. /oterol * le , min. 4 <br /> 777--777�o I P -4 Mors 1 F -1 <br /> — — —— —— - — — — — — — — -1 661 I � a.•. �� `ba �4=-: <br /> 1 I I h .61 _....i •:1 <br /> a a :I Q �`fofi 6::i� AI/Lri�Posts foGr <br /> It/r,7_V"Oflorxrefe <br /> - . . <br /> I I ,. I � `�> � ':ani � .b�ll,4:r : • I i •,' <br /> ' I #.SBOrS �ECC. I I t� C:, 1 (�Q ''�i�• " °• I Io:a <br /> 0.: .:n: ','.v_: -.•a:. :p•.:Ld•; fOl/7lYOS/ � I '- o .• _ <br /> .c ri-1—I � � J � fbsts '4 rar.8' `,��I/Y s•�'� <br /> A9 eo: e'}a 9 <br /> "4 bars 6 cc .'. 4 _ I FEW OELAIL <br /> / 6G�ir I No Scale <br /> COUNTYSAN JOAQUI14 <br /> REINFORCED CONCRETE„ MANHOLE M TYPE IJ - - - _ 1 REFERENCE DEPARTE T�OF PUBLIC WORKS <br /> SCALE 2 = /-0" <br /> CONSTRUCTION <br /> lOP SLAB REINFORCEMENT - _— -- DETAILS <br /> 11 DRAWN: APPROVED DATE DTE <br /> SCALE/� - 3-4-64. <br /> ; / �'� O B _�..__.— R Bur/(e L. H. 'S R.".L'LEY R.E. 7077 <br /> 2 NO DATE __ DESCRIPTION _ APPRD. -- DRAWING NO. <br /> REVISIONS DIRECTOR OF PU®LIG WORKS <br />