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HomeMy WebLinkAboutS-29000dMANHOLE WALL ANCHOR BOLTS 4'.4'x)4'.7' LG FRP ANGLE (T`. 6'xWx)"xW LG FRP T —CL I' FRP SPACER PLATE (TYP) SS 3'.3"x112" PLATE. BOLT .THROUGH GRATING TO ANGLE BELOW. WET WELL UPPER LADDER Wrp-- a7 -2g" 1. = I._'. WET WELL LUwER LADDER. WET WELL GA SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE 1 DETAIL ON DWG NO. G -2. 2' -3' 1AW1 UPPER LADDER. SEE 1 \ DETAIL THIS SHEET. �rcri-rrrrrr�l 8/8 6'xl%'xY4' FRP CHANNEL BEAM (TYP) T.Y.W ANGLE ORATING SUPPORT. MOLDED TO FIT CURVE OF WALL ATTACH NTH %' EXPANSION ANCHORS (TYP) 8/B IONA.'x1f CHANNEL BEAM SEE CONNECTION DETAILS THIS SHEET LADDER NOTES CLEANING PAD PLAN 1. WET WELL LADDER SHALL BE 1' = 2 -0" DYNARAIL- ISGFR SQUARE TUBE LADDER SYSTEM. Z. ANCHORING AND HARDWARE LADDER HOLD 'HOOK. C'c1AIL THIS SHEET AN:) ON DWG NO. G-2. i -nOFR SLIDE. Sil DETAIL -, jG NO. G -2. UNI -HOST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. 1 -PIECE FOR ENTIRE PLATFORM. SHALL BE STAINLESS STEEL CLEANING PAD NOTE 2' J USE SADDLE TYPE HGLD -DOWN CUPS (ASTM A304 STAINLESS STEEL) WITH 3/16'0 OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16' WIDE, 12' RUNG SPACING WITH MINIMUM 3/4' DIAMETER OR 2' WIDE LADDER SU RUNGS DRY WELL ACCESS HATCH LADDER UP EXTENDER. AL NTH ' NON - CORROSIVE HARDWARE SEE DETAII LOWER LADDR LADDER UP EXTENDER. SEE DWG NO. G- - ALUMINUM WITH LADDER DETAILS. NDN- CDRRDSIVE HARDWARE SS 2'x1 1/4' BAR OR DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM LADDER ABOVE 12' . SS 1' DIAMETER ROD NTH NON —SUP FOOTING 3'x3'xl /2' ANGLE SECURE TO SURFACE OR DYNARAIL- - ISOFR SQUARE TUBE WET WELL NTH 5/80 SS DRILL AND LADDER SYSTEM EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100' NTH SS NUT AND WASHER. 6' EMBEDMENT. CLEANING PAD /— SS 3 "x3'x1 /2" ANGLE SS 3'.3"x112" PLATE. BOLT .THROUGH GRATING TO ANGLE BELOW. WET WELL UPPER LADDER Wrp-- a7 -2g" 1. = I._'. WET WELL LUwER LADDER. WET WELL GA SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE 1 DETAIL ON DWG NO. G -2. 2' -3' 1AW1 UPPER LADDER. SEE 1 \ DETAIL THIS SHEET. �rcri-rrrrrr�l 8/8 6'xl%'xY4' FRP CHANNEL BEAM (TYP) T.Y.W ANGLE ORATING SUPPORT. MOLDED TO FIT CURVE OF WALL ATTACH NTH %' EXPANSION ANCHORS (TYP) 8/B IONA.'x1f CHANNEL BEAM SEE CONNECTION DETAILS THIS SHEET LADDER NOTES CLEANING PAD PLAN 1. WET WELL LADDER SHALL BE 1' = 2 -0" DYNARAIL- ISGFR SQUARE TUBE LADDER SYSTEM. Z. ANCHORING AND HARDWARE LADDER HOLD 'HOOK. C'c1AIL THIS SHEET AN:) ON DWG NO. G-2. i -nOFR SLIDE. Sil DETAIL -, jG NO. G -2. UNI -HOST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. 1 -PIECE FOR ENTIRE PLATFORM. SHALL BE STAINLESS STEEL CLEANING PAD NOTE 3. LADDERS SHALL ALL CONSTRUCTED TO ALL APPLICABLE USE SADDLE TYPE HGLD -DOWN CUPS (ASTM A304 STAINLESS STEEL) WITH 3/16'0 OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16' WIDE, 12' RUNG SPACING WITH MINIMUM 3/4' DIAMETER OR 2' WIDE RUNGS DRY WELL ACCESS HATCH LADDER UP EXTENDER. AL NTH ' NON - CORROSIVE HARDWARE U SS LADDER FROM VAULT DRY WELL MANUFACTURER WITH NON -SUP FOOTING SURFACE OR DYNARAIL- SYST SQUARE TUBE LADDER SYSTEM. LOCATE LADDER AS SHOWN O1 PLANS DRY WELL LADDER REVISED TO CONFORM TO CONSTRUCTION RECORDS p� C Q RH2 ENGINEERING INC. JAN 24 D� SCANNED OCT O 8 2d&V- I b1 r'cam , lmA6 3/19/ - SICNE t 2r1261n1 z0 p LJ Q r W O � z z J � W Q Q F- W 4Q EM4 EERS PLANNERS SCIENTISTS RH2INC hlla //n lh2.- 1 =720 x52 E9LL[NG IAAlOFFICE 360.676.05% 454 Wt Holm Road BOTHELLOFPICB 425.951.5400 12100 1E 1951h Strat Solte 100 UA4rr WmxA7O1m 0 ►FICE 509.8652900 300 San. Shat S.R. 5 PORTORGHARDOFFICE 365876.7960 61m Wtw shat S.R. ,m SCALE: SHOWN 1" 2" DRANNG IS NOT TO SCALE IF BAR IS NOT 2' LONG e 24 —IA xme DMB G -1