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HomeMy WebLinkAboutS-290019MANHOLE WALL ANCHOR BOLTS 6 "x5Y2 "xWx5X2" LG FRP T -CL FRP SPACER PLATE (TYP) 4"x4 "xK%7" LG FRP ANGLE (TYP) mIll MANHOLE ALL CONNECTION - PLAN CHANNEL CONNECTION -PLAN NOT TO SCALE NOT TO SCALE 6 "x2 ",v FRP SPACER PLATE (TYP) )" SS FASTNERS (TYP) 4" SS FASTNERS 6 "x5Yy°x)C6X2" LG 6 "x6 "xg" FRP SPACER PLATE (TYP) 4 "x4 "xXx "z7° LG FRP ANGLE (TYP) � 1 WALL MOUNT ANGLE TO BE MATCH DRILLED ATINSTALLATION. MANHOLE WALL CONNECTION - ELEVATION is CHANNEL CONNECTION - ELEVATION NOT TO SCALE NOT TO SCALE SS 2 "xt 1/4" BAR OR DYNARAIL' ISOFR SQUARE TUBE LADDER SYSTE 3 "x3 "x1/2" ANGLE. SECURE TO WET WELL WITH 5/86 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILT[ "HIT C100" WITH SS NUT AND WASHER. 6" EMBEDMENT. CLEANING PI L 2" 8' -10" 12° LADDER SUR SEE DETAIL LOWER LADDEF LADDER UP EXTENDER, SEE DWG N0. G -: ALUMINUM WITH LADDER DETAILS. NON- CORROSIVE HARDWARE. SS 1' DIAMETER ROD WITH NON -SUP FOOTING SURFACE OR DYNARAIL" ISOFR SQUARE TUBE LADDER SYSTEM SS 3 "x3 "0/2" ANGLE LADDER S ABOVE SS 3 "x3 "xt /2" PLATE, BOLT THROUGH GRATING WET WELL UPPER LADDER TO ANGLE BELOW. WET LOWER LADDER `V v11jO- 2 7 ° 29®® 1. = 11-0. 1. _ ,, O" WET WELL G Ai SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE -: DETAIL ON DWG NO. G -2. 2' -3" / UPPER LADDER. SEE rr z DETAIL THIS SHEET. y rrrrrrrr ' MUM n I.T 3 11 aiwn PAG " "x15¢ "xY4 Z 8/8 6 FRP CHANNEL BEAM (TYP)` 3 "x3 "x %" ANGLE GRATING SUPPORT. `e v HS z ` MOLDED TO FIT CURVE OF WALL. ATTACH .«-� '" ` WITH %' EXPANSION ANCHORS (TYP) a ,y^- .r = B/B 10"x2 "x�" CHANNEL BEAM y V/ M w gi SEE CONNECTION DETAILS THIS SHEET ��Ap O MANUFACTURER WITH NON -SLIP r • LADDER NOTES 1. WET WELL LADDER SHALL BE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM. 2. ANCHORING AND HARDWARE SHALL BE STAINLESS STEEL. 3. LADDERS SHALL BE CONSTRUCTED TO ALL APPLICABLE OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16" WIDE, 12" RUNG SPACING WITH MINIMUM 3/4" DIAMETER OR 2" WIDE RUNGS. DRY WELL Uli°wY01 LADDER HOLD HOOK. SEE DETAIL THIS SHEET AND ON DWG NO. G -1 LADDER SLIDE. SEE DETAIL DWG N0, G -2. F UNI -HOIST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. I -PIECE FOR ENTIRE PLATFORM. 1" = 2' -0" CLEANING PAD NOTE USE SADDLE TYPE HOLD -DOWN CLIPS (ASTM A304 STAINLESS STEEL) WITH 3/16 "6 STAINLESS STEEL BOLTS, MINIMUM 4 CLIPS PER PANEL. DRY WELL ACCESS HATCH LADDER UP EXTENDER. ALUMINUM WITH NON - CORROSIVE HARDWARE e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s rr z 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG y a. K G.1 z MUM n I.T 3 11 aiwn PAG u Z d `e v HS z u "-j uo moo a z y V/ M w gi SS LADDER FROM VAULT ��Ap O MANUFACTURER WITH NON -SLIP a FOOTING SURFACE OR DYNARAIL- ` ISOFR SQUARE TUBE LADDER ® � Q SYSTEM. LOCATE LADDER AS -°' z yR SHOWN ON PLANS. �g � 0 �a e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s rr z 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG y a. K G.1 z MUM n I.T 3 11 aiwn PAG u Z d O :L z C/ r "-j uo moo a z y V/ M w gi Q W ��Ap O cga YJ. a uj ® � Q ua z yR e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s SCALE: SHOWN 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG PLOT: 24 a. K G.1 aox z DMB MUM uxre JAN 24, 2003 I.T 3 11 aiwn PAG ,ae xa 101.082 PIEN ;KCC -Gl