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Home My WebLink AboutS-284716WSDOT TYPE 2 BOLLARD. INSTALL PER WSDOT STANDARD PLAN H -13a. (—�— 1' -6" MIN. WET WELL VENT 4" SHORT RADIUS 90° ELBOW (2) INSULATED ENCLOSURE WITH LOCK, HEAT SOURCE, AND DRAIN PORTS. LOK BOX, MODEL HB75 OR APPROVED EQUAL. CENTER ENCLOSURE OVER PIPING. AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER GFI RECEPTACLE A3/4" DIA..- --,, — .-- REDUCED PRESSURE VAI_VF /RACKFIOW PREVENTER ;0 MODEL 825YA ALVE, ANCHOR ENCLOSURE TO PAD WITH (4) SS 1/2" ANCHOR BOLTS. ACCESS HATCH 1/4 v CONCRETE FOUNDATION 10 "x10 "x1 /2" 12" (4) 5/8" SS HILTI STEEL PLATE 6" CRUSHED KWIK— BOLTS, SURFACING TOP FINISH GRADE EMBEDDED 4" COURSE MINIMUM. 10" MIN. CONDUIT TO LOAD PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. Lei L!Ialj ma-1:8 III mi iiiiiiiiiiiiiiiiiiiiiillillillillillilm NOT TO SCALE WET WELL UPPER LADDER CLEANING PAD EXPIRES 3/19/2008 SIGNED: 08101100 1' -6> � t��ti�}S £ m�iF�k��i?�c�x��,r'�tsr��`�ar�� / � �%� Li�iY�rir,� f j 2h�i �• 16" CUT SLEEVE PIPE TO ALLOW RUNGS o I w• ( _ X E \ # ? 4 SCH 40 PVC PIPE. O z TO PASS THROUGH UNOBSTRUCTED. STAINLESS STEEL PIPE, 6 4 1Y WET WELL VENT I r' I MOUNT FLUSH WITH E Q LENGTH. SELECT TO PROVIDE FILE EDGES SMOOTH. NATIVE OR DISTURBED r n PIPE ! INSIDE DIAMETER OF 1 -9 16" G ``�� — E IF DIA SS BAR BENT INTO "U" � BOTTOM OF WET WELL. W � S cn OIL 1 —3 6 x1/4 DIAMETER STEEL BAR. 1 i / � m,t 12" MIN. TO 1- 11/16" MAX. j SHAPE. ANCHOR MIN. 4" INTO f a > W I i§ WET WELL WALL. W U WET WELL VENT ELEVATION E ; I,f TRANSDUCER CABLE O O EE cry t „ ^� LL I 1 DIA SS SOLID BAR` E 2 x/ BENT STAINLESS STEEL I NOT TO SCALE 1 '�- { k ANGLE. ANCHOR BOLT TO WALL Z WITH HILTI ANCHORS AND I , ! Q �r I I EPDXY. LENGTH AS NECESSARY ! # SECURE TO WALL WITH O 4 FOR 8" OFFSET FROM WALL.. # k 3/4" SS TUBE FOR HINGE STAINLESS STEEL I— J i CLAMPS AT 3 0 O.C. ( WELD TO HOOK BAR. —� Q rr E W 3 ; �0I in n n r r P s 3x3 x'/� x `} CONTINUOUS TO LADDER RAIL. r r I, 14 x2 x1/8 SS BAR. BEND LEVEL TRANSDUCER 1 DIA SS SOLID RUNG I Y END INTO HOOK TO CAPTURE LADDER RUNG. ' VON — SHRINK GROUT, TYP. V"FENT IN WET WELL NOT TO SCALE 2" GALVANIZED STEEL PIPE (2) 5/8"o SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI AS "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM. LTA NOT TO SCALE STANDON ADJUSTABLE PIPE SUPPORT TOPPING GROUT VALVE VAULT FLOOR LOWER LADDER NOT TO SCALE 3/4" SS EYE BOLTS AND HILTI "HIT 100" DRILL AND EPDXY ANCHOR SYSTEM INTO WET WELL WALL. MINIMUM EMBEDMENT 6 ". (TYPICAL) TOE PLATE CLEANING PAD — SEE DWG NO. JG1 FOR DETAILS NOT TO SCALE In ic`Inr MAI I nr nnslnnrTE 1/4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH (TYPICAL) > 3' -6" 2' -6" irr NOT TO SCALE NOT TO SCALE 45' BEVEL —CUT BOTTOM / OF PIPE STARTING AT —/ CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE /2� REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION BELL.INGHAM OFFICE 360. 6 i 6.1)836 454 West Horton Road BOTHELaL„ OFFICE 425.95i.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon S'tree't, Suite 5 PORT ORCHARD OFFICE 360,876.7960 600 hitsop Street, Suite 10i SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 7 PLOT: 1 DWG NO. ENGINEER: DJB JG2 REVIEWED: MM DATE: JAN 24, 2007 S 1 HEET No. NLA MLM 12/1/06 CLIENT: LON Z DJB MM 8/24/00 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —DET 4" STAINLESS STEEL " � BEEHIVE 11— PIPE ` �2 3" ACP TOP COURSE STRAINER WET WELL 1/4 v CONCRETE FOUNDATION 10 "x10 "x1 /2" 12" (4) 5/8" SS HILTI STEEL PLATE 6" CRUSHED KWIK— BOLTS, SURFACING TOP FINISH GRADE EMBEDDED 4" COURSE MINIMUM. 10" MIN. CONDUIT TO LOAD PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. Lei L!Ialj ma-1:8 III mi iiiiiiiiiiiiiiiiiiiiiillillillillillilm NOT TO SCALE WET WELL UPPER LADDER CLEANING PAD EXPIRES 3/19/2008 SIGNED: 08101100 1' -6> � t��ti�}S £ m�iF�k��i?�c�x��,r'�tsr��`�ar�� / � �%� Li�iY�rir,� f j 2h�i �• 16" CUT SLEEVE PIPE TO ALLOW RUNGS o I w• ( _ X E \ # ? 4 SCH 40 PVC PIPE. O z TO PASS THROUGH UNOBSTRUCTED. STAINLESS STEEL PIPE, 6 4 1Y WET WELL VENT I r' I MOUNT FLUSH WITH E Q LENGTH. SELECT TO PROVIDE FILE EDGES SMOOTH. NATIVE OR DISTURBED r n PIPE ! INSIDE DIAMETER OF 1 -9 16" G ``�� — E IF DIA SS BAR BENT INTO "U" � BOTTOM OF WET WELL. W � S cn OIL 1 —3 6 x1/4 DIAMETER STEEL BAR. 1 i / � m,t 12" MIN. TO 1- 11/16" MAX. j SHAPE. ANCHOR MIN. 4" INTO f a > W I i§ WET WELL WALL. W U WET WELL VENT ELEVATION E ; I,f TRANSDUCER CABLE O O EE cry t „ ^� LL I 1 DIA SS SOLID BAR` E 2 x/ BENT STAINLESS STEEL I NOT TO SCALE 1 '�- { k ANGLE. ANCHOR BOLT TO WALL Z WITH HILTI ANCHORS AND I , ! Q �r I I EPDXY. LENGTH AS NECESSARY ! # SECURE TO WALL WITH O 4 FOR 8" OFFSET FROM WALL.. # k 3/4" SS TUBE FOR HINGE STAINLESS STEEL I— J i CLAMPS AT 3 0 O.C. ( WELD TO HOOK BAR. —� Q rr E W 3 ; �0I in n n r r P s 3x3 x'/� x `} CONTINUOUS TO LADDER RAIL. r r I, 14 x2 x1/8 SS BAR. BEND LEVEL TRANSDUCER 1 DIA SS SOLID RUNG I Y END INTO HOOK TO CAPTURE LADDER RUNG. ' VON — SHRINK GROUT, TYP. V"FENT IN WET WELL NOT TO SCALE 2" GALVANIZED STEEL PIPE (2) 5/8"o SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI AS "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM. LTA NOT TO SCALE STANDON ADJUSTABLE PIPE SUPPORT TOPPING GROUT VALVE VAULT FLOOR LOWER LADDER NOT TO SCALE 3/4" SS EYE BOLTS AND HILTI "HIT 100" DRILL AND EPDXY ANCHOR SYSTEM INTO WET WELL WALL. MINIMUM EMBEDMENT 6 ". (TYPICAL) TOE PLATE CLEANING PAD — SEE DWG NO. JG1 FOR DETAILS NOT TO SCALE In ic`Inr MAI I nr nnslnnrTE 1/4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH (TYPICAL) > 3' -6" 2' -6" irr NOT TO SCALE NOT TO SCALE 45' BEVEL —CUT BOTTOM / OF PIPE STARTING AT —/ CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE /2� REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION BELL.INGHAM OFFICE 360. 6 i 6.1)836 454 West Horton Road BOTHELaL„ OFFICE 425.95i.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon S'tree't, Suite 5 PORT ORCHARD OFFICE 360,876.7960 600 hitsop Street, Suite 10i SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 7 PLOT: 1 DWG NO. ENGINEER: DJB JG2 REVIEWED: MM DATE: JAN 24, 2007 S 1 HEET No. NLA MLM 12/1/06 CLIENT: LON Z DJB MM 8/24/00 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —DET