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Home My WebLink AboutS-29001AWSDOT TYPE 2 BOLLARD. INSTALL PER WSDOT STANDARD PLAN H -13a. �-- 1' -6" MIN. --- VENT DISCHARGE ELBOW 4" SHORT RADIUS 90' ELBOW (2) BEEHIVE PIPE TAINLESS STEEL 3" ACP TOP COURSE -� STRAINER i/4" N CONCRETE FOUNDATION 10 "00 "0/2" 12 _/ I ' I � STEEL PLATE (4) 5/8" SS HILTI CONDUIT TO LOAD PANEL 6" CRUSHED KWIK- BOLTS, I I I (""— SURFACING TOP FINISH GRADE EMBEDDED 4" PIPE FROM WATER METER. PIPE TO VALVE VAULT. COURSE MINIMUM BACKFLOW PREVENTION AND ENCLOSURE DETAIL I" MIN. NATIVE OR DISTURBED 1'_3" �- VENT PIPE (TYPICAL) SOIL 6"xl/4" DIAMETER VENT PIPE DISCHARGE DETAIL NOT NOT TO SCALE GFI RECEPTACLE un:�l 12 (MI- BTHS) SS 1 /2 "RANCHOR D NOT TO SCALE 1 *x o q'�." � NON— SHRINK GROUT, TYP, VENT IN DRY WELL NOT TO SCALE NOT TO SCALE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM CONSISTING OF 11 DIAMETER FLUTED RUNGS, 1 >!" SQUARE TUBE RAILS AND 316 STAINLESS STEEL HARDWARE BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 9 N2" DIAMETER SS a u�ru i 3/4" DIA. REDUCED PRESSURE INSULATED ENCLOSURE WITH VALVE /BACKFLOW PREVENTER DEVICE LOCK, HEAT SOURCE, AND DRAIN EQUAL TO FEBCO MODEL 880. PORTS. LOK BOX, MODEL HB75 '` OR APPROVED EQUAL, CENTER STAINLESS ENCLOSURE OVER PIPING. 3f4" DIA. ISOLATION VALVE, STEEL ANCHOR EACH SIDE AIR GAP DRAIN, ROUTE TO TOPPING GROUT DRAIN PORTS VALVE VAULT FLOOR 3/4" DIA. "Y" STRAINER -� 1 /- 3/4" HOSE BIB GFI RECEPTACLE un:�l 12 (MI- BTHS) SS 1 /2 "RANCHOR D NOT TO SCALE 1 *x o q'�." � NON— SHRINK GROUT, TYP, VENT IN DRY WELL NOT TO SCALE NOT TO SCALE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM CONSISTING OF 11 DIAMETER FLUTED RUNGS, 1 >!" SQUARE TUBE RAILS AND 316 STAINLESS STEEL HARDWARE BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 9 N2" DIAMETER SS a u�ru i 2 "x%" BENT STAINLESS STEEL, ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8° OFFSET FROM WALL. STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6" LENGTH, SELECT TO PROVIDE INSIDE CLEARANCE OF J" ON ALL SIDES. i "x3 "x9" BASE PLATE NOT TO SCALE SAFETY RAIL DETAIL I" = 2' -0" ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SVAP RING AT MANHOLE WALL. NOT TO SCALE ACCESS HATCH WET WELL CLEANING PAD MECHANICAL PIPING NOT SHOWN THIS VIEW FOR CLARITY. LADDER UP EXTENDER WET WELL UPPER LADDER PVC COATED GRC CONDUIT ) TO TELEMETRY. C � / I i P -0" j I STANDON ADJUSTABLE 4" 0 SCH 80 PVC PIPE SUPPORT 2 GALVANIZED STEEL PIPE PIPE. MOUNT FLUSH '` AS STAINLESS REQUIRED STEEL ANCHOR TOPPING GROUT (2 5/8 "0 SS DRILL AND EPDXY VALVE VAULT FLOOR A0DR SYSTEM EQUAL TO HILTI `' I . . "HIT C100" PATH SS NUT AND WASHER, EMBED 4" MINIMUM. SECURE TO WALL AND VERTICAL PIPE SUPPORT 2 "x%" BENT STAINLESS STEEL, ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8° OFFSET FROM WALL. STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6" LENGTH, SELECT TO PROVIDE INSIDE CLEARANCE OF J" ON ALL SIDES. i "x3 "x9" BASE PLATE NOT TO SCALE SAFETY RAIL DETAIL I" = 2' -0" ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SVAP RING AT MANHOLE WALL. NOT TO SCALE ACCESS HATCH WET WELL CLEANING PAD MECHANICAL PIPING NOT SHOWN THIS VIEW FOR CLARITY. LADDER UP EXTENDER WET WELL UPPER LADDER PVC COATED GRC CONDUIT ) TO TELEMETRY. C � / I i P -0" j I FLOAT f NG BRACKET EQUAL i OR ACCULIFE. 45' BEVEL -CUT BOTTOM J OF PIPE STARTING AT TOP FIBERGLASS BASIN CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE �" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN. 4" INTO WET WELL WALL. f 3/4" SS TUBE FOR HINGE. I l/J WELD TO HOOK BAR. D INTO SS BAR. BEND EN —T--- END NTO I100K TO CAPTURE LADDER RUNG. LOWER DDER HOLD HOOK NOT TO SCALE REVISED TO CONFORM /'� OCT Q TO CONSTRUCTION RECORDS SCANNED V ® V 2-0&4 MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE Qj I AS- BUILTS N0, I REVISION OOH CT O lh r 1 '4 -, 00, "'o 0 ` w W Z Zz y w oL-L_ a ®A _j CC VO o CC a W Z r " V ca Z� W W z �= N p�p � e�A 1+9 N SNGINEEF2S PLANNERS SClENT15TS RH2 ENGINEERING, INC. http: /h2sam mo06ox6x* �h 2.2.com 1.800.720.8052 BELLINGHANI OFFICE 360.676.0836 454 West Horlan Road BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Wle 5 PORT ORCHARD OFFICE 360.876.7960 600 Kiteap Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor: i owc xa cxaxax DMB G -2 RE.— MLM acre JAN 24, 2003 IT xa ailxr: PAG eae xa: 101.082 10 4" 0 SCH 80 PVC Im PIPE. MOUNT FLUSH '` WITH BOTTOM OF STAINLESS FIBERGLASS BASIN. STEEL ANCHOR CONNECTED TO WALL °° TRANSDUCER CABLE gv_ 041" SECURE TO WALL AND PRO CLEANING PAD WITH STAINLESS STEEL NOR CLAMPS AT S -0" O.C. VON, LEVEL TRANSDUCER FLOAT f NG BRACKET EQUAL i OR ACCULIFE. 45' BEVEL -CUT BOTTOM J OF PIPE STARTING AT TOP FIBERGLASS BASIN CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE �" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN. 4" INTO WET WELL WALL. f 3/4" SS TUBE FOR HINGE. I l/J WELD TO HOOK BAR. D INTO SS BAR. BEND EN —T--- END NTO I100K TO CAPTURE LADDER RUNG. LOWER DDER HOLD HOOK NOT TO SCALE REVISED TO CONFORM /'� OCT Q TO CONSTRUCTION RECORDS SCANNED V ® V 2-0&4 MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE Qj I AS- BUILTS N0, I REVISION OOH CT O lh r 1 '4 -, 00, "'o 0 ` w W Z Zz y w oL-L_ a ®A _j CC VO o CC a W Z r " V ca Z� W W z �= N p�p � e�A 1+9 N SNGINEEF2S PLANNERS SClENT15TS RH2 ENGINEERING, INC. http: /h2sam mo06ox6x* �h 2.2.com 1.800.720.8052 BELLINGHANI OFFICE 360.676.0836 454 West Horlan Road BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Wle 5 PORT ORCHARD OFFICE 360.876.7960 600 Kiteap Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor: i owc xa cxaxax DMB G -2 RE.— MLM acre JAN 24, 2003 IT xa ailxr: PAG eae xa: 101.082 10