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96/-M ; - WATERLOO ROAD PUMPING PLANT Hand Rall (TypicalO.) INDEX YEAQ q — ' Inserted n.J" ROAD FILE SNGGT TOTAL -{------ - 12 E.S. Galv. Tee n$CrM�,._._5_; _- 0 1n211 5-22 uD. 1961 1 4 �5Tg _ - 4S"--- I z E.S. Golv. Pipe 6"x 2'60 IV. Piped I Z"Gaiv. Pipe W/closed End Pinkerton Part No. Frame A-215 Sump Wall Joint- Frorre To Be Cast Cover A-216 B — In Two Sections or Equal -i"Bar or Rivet 4" — I 'I6, g 15" 1 13. I4 Long Cast or Welded U) - B "+ To Frame on 18"Centers - - - - - -- -- - - - - - - - on, tj o I l L z ,2-Flat Bar Drill I,Slot as Irving X Bar "Grofinq = Type AA GaIV.orEqutval Requimd Gala --4-0 after Fatrication;��, I M Galy. Flnnge m W/4-� Bolts L.a- 16" Ji"I 'I I °_Im Irving Gro+ing Fasteners Type C-I Goly. or Equivalent 5"I 14.75 x 32'-0" i iI (�} N ---- 5'- 0" Sump DeckRAILING Scale DETAILS RA , , IrVing X Bars _ + - Scale I'- 1'0" D m Grating Type AA - — + G c& or EQuivalent Typical o � I f TOP VIEW -+ Anchor Bolt (Typical) i I - « , �"1 2°I^- X - — ,r _ 64 N .� (01v IV JII - - °- m_ - - LOCK BAR CTYP �- - — p S.• B SECTION BB DETAIL FRONT VIEW o - - - ---- 37g - -- a x l s Machine Bolt T Iwl i Scal¢ Iz�s1=0 o 35 '1 6 yD YD I l Is I,I Sum Wall 2„ 2" 'o rDla. ' � 35zI - —� Lock Bar at C+rof Grote `r Drill ,b"Hole One Dia. P I ' T Elan tion Vertically -la -_ I .. .a: YPical� ¢"� � a4„x �„ -- 2"i•• I .�" \ . N _ Suspend Lights for Noximum , a . ° P . 4 x17” Rod Rung @4"'0 C.C. > Z o :9. 2"C.C. �6 quired) — SECTION A A D aindge Grate >• 2 -- .�Clearonce. Do not Attach a . . a a Driil� Hol¢ " to Roof Panels. One Dia, y2"z Bar x 8 !0 Lon First omt of 60 d Elo tion _ ZB 16 — 4 50 d ` - - - � LOCK BAR LOCATION �a DRAINAGE GRATE ASSEMBLY Not to Stole Hari mall 1 .. " " I 14 16- Drill---� z5^Holes For. Run SCC11e g•- I� rz 9s Class II R.C.B to be - n installed as part of ° ° 100 H,B 100 H.R 50 H.P. 50 H.P. -- L �- J Note : All Bolts to be set I c �- r _ _ See o Nat No. 1 No.2 Nat P oa - - - _ _ _ _ �, - - S S s S 0- 32x- a before pouring concrete. A Nofe on Sheet kla2 V A Note: -- i'x I z' BrassraCc)lar & Set Screw 4�x9'xa L� - - -- --- - - - - - - -- ---- - - � Install all 8 Electrodes 11 II II II Il it and Coble to Control ®'r 4" Lead — Place Entrance Center. Terminate at o X •, I I 1 l l Terminal Block on the Iz Cap Screv✓(4each) Cut walk Deck Parisegx of N.E. I Inside. LADDER DETAILS PLAN Scale 3" 1,00 Cor, of Bldg. l,� B Scale a =1I0 I x x Voria�le Brass Electrode I Place Four Translucent -- - - -- - Roof Poirld over Q: . . . d. _ a FLmIp lac fl I z2 x 22" 4 Double 3' 6'x z 7 0" o � Rib Balls ', Flood Light each -we4terly Plac¢ Four Galrani ed Pi e Metal Panel Doors = Steelboz corner of building - � Furnish > Vents Top t p v v Panels Base {Holophone No.420 Install I-50 H.P. & ' u o Channel or equal) 2 Regd Pump4 Pumping Four Vents Pla n1r. Bo+tom opposit¢ 19-0,9820 B ® d \ Sump I, "x 6' 3,36 _ " Pump Locations 98.50 Q " � j Dc�k I;I; Anchor Bolts SOC- �I`"�E.S.GAIv PR' Tack weld /'.a V Secure Base Channel 0 x 65" Pod 3'Clear 0 of Bullring to Sump Elev. 11439 a See Defoll Q D Sheet 9 96.6096.65 96.59 N ! WA Heavy Duty Enclosed J 95.00 8 TYPicol f Gasketed Dome Reflector, �n „ (Smoot Holman or Equal) s W S Regd7 1 N ELECTRODE ELEVATIONS ELECTRODE DETAIL z eft � scale ; = 1'0' scale 3°= I-O" I ;I I - Flonce _" 32z" .I- 32z„ 22. - - ' � I j �2z A 2"Washertack � weld to head. „ -- I Embed 12" Electrode _ -- - _ _ _ � �2- „x 3" Braces H 6 Bolts I _ YPIco II 4 - EI¢u 102.20- I ; Bracket � : � III " VIII I . i i I � Electrode I I U H% Water Surfac¢� Elev.= 9484 < N = I `x A 12 Sections =30'-0" - - Wat¢r Surface -� o 22 3" 6aly. Pipe . C' ze^ 6' ► (See 3beet No. �. o - -- 13, 7 3'0� I a c l — 12" '1 I E lev = so.39 SECTION BB SECTION AA m ELECTRODE BRACKET 5cale =4= 1'- 0" Sea le4"= 11-0G SECTION AA