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T ^ 2 x 2" X '4' ANGLE 2" LONG 4 EVENLY SPACED �•� JI 'IN CENTERLATTM TO MOU NG Check OACdl� CONCRETE COLLAR STRAP WITH CHAIN 12" DIA. GALV. 12 GA. STEEL WATERSTOP RX tS D.C. vuL/ EOUAIL TO ING LL. TO P ELEV, /s At 1ADJACENT OR EQUAL -Op Of TRUCTURE. z" uQE 7 - /4 CIRC TIES �L wi-'r••-I Cbl SEC !\� EVENLvY S ACl� . —1 Exp S/OA/ o 1/2" DIA WEDGE H _ 2" X 3 1 GALV STRAP ANCHOR 9 \ � a A a --IOP SuPPof' AlttAicat' 2 ,r. `� I I g ` a 1: WATERSTOP RX 3/4" • . e OR EQUAL AAACAJOI? ROLr r l // - - I - - - - - - SoLr w/ j' o ' •' ' '• FINISM SMOOTH ADJLJGSTrNG • r I i 1 le 4AL1 AROUND N ._ WIELD ALL III 8OT6TOM • Co• O 6 ; 4' MM. (TVP.)- I 2" 2 A tV 3/4" DIA. i PIPE x 4" /5 AT t2" O.C. ' -I b �.p<1TE 6 A-A7nM�' I h TAI • " ••.' ��• ' •� i%M /SB k/4TfeM.4N =•J I 4" COMPRE SS1 IB" r e-/O OR EOlJ4G f --R —` I � COUPLING � v I r '— Dierizicl sAlecls seF Tz_ 4 Jr OF I'PE 7 - /4 IN, CIRC. TITS END 1 FROM i - COMPRESSION AT B" O.C. /CONCRETE COLLAR I 3/4" HOLE I n A/oc rlol-r � I 10 1/2 I 1/2" ANCHOR y I. ANOLC pe- SMALL BEE DETERMINED M THE FIELD AND vu '�� 1 I RING CONSTRUCTIONEINSPECTOR PRIOR TO CONCRETE PLACEMENT. SPACEA'J 2. CONCRETE SHALL BE A MINIMUM S 1/2 SACK MIX. I` / PVC PIPE 3. CONCRETE SHALL BE VIBRATED AROUND PIPE JOINT r DURING PLACEMENT. "0A/- - a./A:IA1/6 ♦. INSIDE JORR TO BE SMOOTH FINISH (BRUSHED) k FLUSH. r* MOT D"to GALV tti ' 11 GA. MIN, STILLING INSTALL FITTING FLUSH W �h WELL STARTER FITTING INSIDE WALL OF STRUCTURE V 19 ANGLED PIPE JOINT COLLAR W ompoct in 12" max. STARTER COUPLER / STILLING WELL 3'-0 layers to a min. \ relative 44ompottion 3 T EX/ST \ of 90Y..• ReneH - -------- / Variable N • I• Co" Variable ` __ -----_- Compact in 24' max. U /V T �� ; I - . layers to a minimum i I 20" MIN. 20' MRI. 1 I I � /��/G �q � 0� relative compaction D+ 12" �h Hry �� H / T7"E/L Fr9GE 4n//2 /L/�t/G Fi10EMtAlT/JIE f i— — — — �j 0. ./2 1-� U�JC 0G$ CONNEC7-/O,V of 85%. aOyye� V� LIRA E L N EF��II T -~ — -4" "1 to apminimum refatr�e IL.N WUA R T P M R [OUIv. • • • • C7 MO/ITA2, CONC/'�J�� AN/7 U1� r4!eorl6n/ I — — , compaction of 909.. lF MIN. ALL AROUND AT�/l/AG• • ( I Er/? ��e 10" Min, f-0.D. 10' Min. 10' Min, O.D. 10" Min, a - - - - - - - - ' - - -- •-"- - - - - - - - - 2 . GfJTES SNO//L/J .7E :L�r lf�/1f/ D.00¢~ GGE/9RN/VCE o + Mln. + Min. • • . .• CONCRETE: . • 300o P.s.I, ,Aen<lrErV -'VW 7Z AA10 /2iNei C4Ce5" lJtrrf A�Xi1eTr I I I O.D. O.D. • VIBRATE Dl�R1R/G -- 20 20" N PLACEMENT NuT T4 MAKE f/Ni1G A/�/USTMOVJ^i. - CAST-IN-PLACE 3 . ALL A/VlHO/L F30LTS 7I7 ^e GN5T /FV/(,ACE Oe USE /RR — -�— AeIV TE O . , 9/7t//I/L�' S12rEG A/>ht�S/dEANIhO/ r• __I _ RIGID CONDUIT FLEXIBLE CONDUIT U0 $ CONCRETE PIPE I I I —11 6 c WNI DISTRICT , 4. A-zeat4/ MANUF,4GTU2E2S 6/ITE/ TALGArion/ I ENGINEER IF TMI) INTERIOR pF JOINT TO BE ASIA/ CIA I — — . . • FLUSH AN SMOOTH ,RPOCC/1C//I65 EXCEFT.IS MO/!/fiiF/! NE1"..E o.0 /N51�L/L/4aTI'OMs • f 57/CLn✓G w I I I I U c _ _ _ _ - - � Jib-J - - - - - - - - - L— �- - - - ( J � NOTES: ! � _ i. Relative COmpoction of materials shall be tested in accordance with + 0 c��N • "� BARS - aJERuw 12' ' - - __ e /10/E (O. /.O.) the Stote of California, Dept. of Transportation Testing Manuals, test BARS 3 GATE INSTALLATION methodlxting pavement sharnio ll or be neat cut to line prior to trench excavation. 40 31. L+QTt: WELD ALL JOINTS TO K BARS NC�RETEPIg BE PIACEg ONLY Jettinor p_on ng will be permitted. P TE AP R VAL OF O.I. ttQTE: ALL QIMEN�SION� UT TO OUT 1/4- GALV STEEL ANCHOR BOLT W/ GALV CIYT 1 AJ41A/o 9 A' in�2A re UNE > 5 ELC.IFEO OTHERWISE 1/4' BAR WELD TO BEAM WHERE STEEL SADDLE CUPS. BORDON TYPE F9 �— CRATING IS ON BOTH SIDES OF OR EOUAI, 6" FROM EACH CnANFR i As AeeP%J FD. Gs.•Tf WAIZ'EL BEAM (MIN 4 PER CRATE) 2. Special bedding Stoll be In nCcorc� T1CG with rtxlnuklcturor; YtC'pmmrndaho(1. GALV STEEL BEAM w 6x9 GALVANIZED STEEL 9 5-rAK ./N6 K EGG �O( r. . GRATING - TYPE w/1! - U /cati s 6r9Gt/ 5/6" GALV STEEL AS MADE D BORDEN — s.,cATF 3 TYPICAL TRENCH BACKFILL ANCHOR BOLTS i0 METAL PRODUCTS CO., 3/4' CH R OR i� �� - REINFORCING BAR SCHEDULE ELIZABETH. N J. 1/2- R US ROUND. CONCREYE. S/B" GALV OR EQUAL TYP, ALL STRVCT STL BOLT TO GALV STEEL �!ZE p)<SCRIPnON ED EXCEPT _ GALV STEEL BENT r INGS -'` t A' 3 - 04 30" PIPE 36" PIPE 42" PIPE _� PL 1/4- x 3' --.- Z E!• N4 43" DIA W DIA. 57" DIA. 1-3/4 3' 1-1/4• [, N 9 EA 10 EA. 12 EA L 2- X 2- x 3/16- x O'-6' I I I I le Z -7 = o O — G -3 TION c"rnr`°nEN°c.TMReoz aR OF 3' I I 1 INCo M 0. > 3 ANN O O O CRATE TO PREVENT I [7�ALL$r BARS TO BE EVENLY SPACED UNDER HOOPS 3/6" GALV BOLT GRATING HORIZONTAL MOVEMENT 6"OR WO LL I It I W 0 a Q U V I"•• Q — •anazz = �` GRATIN PP T TAI I I I /3 J H Ew '� O Z = Q j W ' KILL" i � z zz U mt>c AjrW- CARL lv) W z En H E. 00(AMC C NOTES I JA,K/N6 ` aHalna� ExTEtq ORA1tWG CONTINUOUSLY OVER GATE ( I G[rNjT I I I v, a In U t CC } GLADES AND CANES. e. ,^ 1/4' 2. NOTCH GRATING SUPPORTS AT GATES AS YI GAL TEEL 1-BEAM REQUIRED, F Z 0: N 4� ' zHmo. 4. 17 CONCRETE COLLAR FOR LARGE DIA. PIPE 2 W 6 X UNLESS 3 GRATING =PAN SEE PLAN I .I i LLW OOw 4J ' �.. OTHERwI NOTED 4. WIDTH Of dtATINC SECTIONS SHALL NOT I I� I I f W Z �" AC W ON PLANS EXCEED 3'-0 NOTE: 5. SHOP DRAWINGS SMALL BE SUBMITTED TO I I I< M U W 4n -- SUBSTITUTE ADHESIVE ANCH THE ENGINEER BASED ON FIELD DIMEN- I FOR ANCHOR BOLTS FOR AT SKINS PRIOR TO FABRICATION. I J N H H H Z TO EXISTING OR WHERE R 11 6. MATERIALS FOR SUPPORTS OF GALV STEEL • �� -�— - ZO23a GRATING TO BE GALVANIZED STEEL. _ _- GS-3 ELEVATION METAL SUPPORTS THAT ARE TO BE EMBEDDED I I Q 4 a u1 3 0 IN COMMIT SMALL BE CALVAMZED. _ UO Z O W FRAME UNLESS IN NOTED OTHERWISE HAL ON PLANS, IL Z O H N W W III II I I II= Q 3'-0'MAX CRANING THICKNESS SHALL BE AS III 1� 1 -a-y'I ATED Re 'GRATING THICKNESS TARLE' i'-0'MM LOCK BY OTHERS APPLICABLE TRAFFIC. 11 • • • AkOUND IA PROVIDE OPENING 6. BE C BAR THICKNESS FOR CRATING ' \�I TO /16- MINIMUM. L PRIVATE I I I, .I I• y H H a: �j w > E 4 a Date '." CU1�! /O� 7L"E(SA/vAls WELD FRAMES 9. BAND EDGES H OF BEA NG BAR .4 r A t. — — — — — — T�� PL 3/6' X 2-1 4 W'/ VIDE DEPTH OF BEARING BAR. /QR Pp` _ �' •.� —.", O W fY, W O 1-I '¢ Si2E AS N�1v� CRA CAC, 2• / X -E) t0. PRONES LLANEWS GRATING Z O to F .-I 7 TYPICAL (DRILL 1-t/4' DIA RROLE) FASTENERS REWIRED. I Job ?lumber .. . 11. NO�MORE THE 5% O ATHE GRA Or RGRARWG .r r.. r JT, — — --. — �• I , i�/t�A7LrAT OF IRS/EiArIO/v MAY BE REMOVED. IIA 1• W a O H H a CONCRETE WALL /93. 50- I _N In z a U z ZO [ 3U Z STANLEY TYPE — FOOT AFFIC /�V. H H C4 E-I >. IA. -I softie F179 SP (3-1/2") O F W U E E. �O �^�I� - - - GALV STEEL WNGE _ GRATING TRIC SS TABLE "04 U �• W � H O Fr WELDED TO BOTH PL 3/8X 4-1/4' X 0'6' A PA IN. ` PIECES OF GRA L 2- X 2- X 3/16• X 0'-6' -SPACIL H to W F U 4 '/I Haa zRn EE ' M FROM -6" GRA TYRCAL WELDED TO TOM OF 4 - I O W O In O H O Sheet Number `O o > ZHUQ m /7C/L�E�i PER CR 2 MINCES 2 PER CRATE _ 1-t 4 I ' /F �t••tP�• I STOP PLANK CROONS - 1-1 ' _ S . /n• D_ GRATIN AT SEE MISCELLANEOUS - - S EWW LANK GROOVES DETAILS _ 1-3/4- Ot 3 � I 15" SERVICE. RISER LATERAL N• �..r , GRATE CONNECTION DETAIL 6 TURNOUT STRUCTURE SECTION 1 (544AJk, NUNN= E IB'LI y �50�