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HomeMy WebLinkAboutWTR2703214.173+50 3 2+ 2+0( 1+50 mom 0+50 U 0 0 Q °�\.. Xx (-. 0 STA. 0+00 - N 186483.3 E 1668941.5 PROPOSED ALTITUDE 436 VALVE VAULT, FOR DETAILS SEE(7AAA� C15 � 1. PURIFY ALL PROPOSED PIPING USING A CHLORINE BATH; FULLY IMMERSE EACH LENGTH OF PIPE IN CHLORINE SOLUTION PRIOR TO INSTALLATION. 2. MANIPULATE APPROPRIATE VALVING TO ISOLATE AND CLOSE EXISTING 16" WATER MAIN FROM THE RESERVOIR TO EXISTING SYSTEM AND ENABLE EXISTING 12" DIP WATER MAIN TO BE THE ONLY FEED TO AND FROM THE RESERVOIR INTO THE EXISTING SYSTEM. 3. REMOVE 16" CIP AS NECESSARY TO ALLOW FOR INSTALLATION OF PROPOSED ALTITUDE VALVE VAULT AND ASSOCIATED FITTINGS. 4. INSTALL PROPOSED ALTITUDE VALVE VAULT AND ASSOCIATED FITTINGS INCLUDING 12" GATE VALVE. 5. PLUG AND CLOSE NEWLY INSTALLED 12" GATE VALVE. 6. MANIPULATE VALVING TO ISOLATE AND CLOSE EXISTING 12" DIP FROM RESERVOIR TO EXISTING SYSTEM WHILE ENABLING 16" WATER MAIN FLOWING THROUGH ALTITUDE VALVE TO BE THE ONLY FEED TO AND FROM THE RESERVOIR INTO THE EXISTING SYSTEM. 7. CLOSE AND PLUG EXISTING 12" VALVE AND REMOVE EXISTING 12" DIP AS SHOWN ON PLANS. 8. INSTALL PROPOSED 12" DIP AS SHOWN ON PLANS. 9. COORDINATE WITH CITY AND PRESSURE TEST 12" DIP PER CITY STANDARDS 10. MAKE CONNECTION TO EXISTING 12" DIP. 11. MANIPULATE APPROPRIATE VALVING TO ALLOW BOTH THE 12" DIP AND 16" CIP WATER MAINS TO CONNECT AND FEED INTO THE EXISTING WATER SYSTEM. 1. CONTRACTOR SHALL PROVIDE CITY WITH 48HRS NOTICE PRIOR TO PERFORMING ANY 1" CONDUIT WORK AT THE HIGHLANDS RESERVOIR SITE. (4)-#12, 2. RESERVOIR IS TO BE FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION. 'D 3. CITY CREWS SHALL OPEN AND CLOSE ALL VALVING. 6 FOR THE 4. COORDINATE WITH CITY REGARDING DISCHARGE OF ANY WATER. 'ALVE 5. AT THE COMPLETION OF THE UNDERGROUND WORK CONTRACTOR SHALL RESTORE ALL IP PUMP DISTURBED AREAS TO EXISTING OR BETTER CONDITIONS, INCLUDING ACCESS ROAD, FIXTURE HYDROSEEDED UNTRAVELED PERVIOUS AREAS AS NECESSARY. 'PLY. VAULT NOTES: 1. ALTITUDE VALVE VAULT VAULT SHALL BE PRE -CAST CONCRETE VAULT EQUAL TO UTILITY VAULT MODEL 814-76-LA OR APPROVED EQUAL. 2. VAULT SHALL USE VAULT COVER NO. 57 CLX 42S OR APPROVED EQUAL. 3. SLOPE AREA AROUND HATCHES AT 2% TO MATCH EXISTING GRADE. USE CONCRETE RISER SECTIONS AS NECESSARY TO ACHIEVE ELEVATIONS SHOWN. ACCESS HATCH NOTES: 1. ACCESS HATCHES SHALL BE ALUMINUM DIAMOND PLATE WITH H-20 RATED DOOR, STAINLESS STEEL HARDWARE AND FASTENERS. HATCH MUST BE ABLE TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT AND SHALL HAVE SPRING OR PISTON ASSIST OPENING. MILL FINISH AND RECESSED HASP COVERED WITH HINGED LID. 2. WHERE SHOWN PROVIDE LADDER RUNGS ON UNDERSIDE OF HATCH SIMILAR TO AND ALIGNING WITH THOSE ON VAULT LADDER. 3. PROVIDE CITY STANDARD KEY PADLOCK WITH EACH VAULT HATCH. EXISTING GENERATOR BUILDING EXISTING EAST TELEMETRY HANDHOLE. SEE PHOTO C ON DWG NO. C14 FOR MORE FORMATION. �,WMH 0 • CIE 12 H STREET EXISTING WEST TELEMETRY HANDHOLE. SEE PHOTO B ON EXISTING BOOSTER STATION BUILDING. SEE PHOTO'S DWG NO. C14 FOR MORE D, E, AND F ON DWG NO. C14 FOR ELECTRICAL INFORMATION, INSTALLATION REQUIREMENTS FOR EXISTING BOOSTER STATION INTERIOR. PROPOSED SITE AND UTILITY PLAN EXISTING ELEVATED TANK FOOTING EXISTING 16" CAST IRON PIPE "'�, ELECTRICAL NOTES i_ 1. EXISTING 2" PVC CONDUIT. INSTALL PROPOSED FLOW METER �.����� MANUFACTURER'S CABLES AND (6)-#14, (1)-#14 GRID CONDUCTORS IN EXISTING CONDUIT BETWEEN THE EAST AND WEST TELEMETRY HANDHOLES. 2. PROPOSED 2" PVC COATED GRC CONDUIT CONTAINING PROPOSED FLOW METER MANUFACTURER'S CABLES AND (6)-#14, (1)-#14 GIRD CONDUCTORS. 3� 3. PROPOSED CONDUIT PENETRATION INTO PROPOSED ALTITUDE VALVE VAULT. CONTRACTOR SHALL INSTALL A NEMA 4X, FIBERGLASS, JUNCTION BOX ON VAULT INTERIOR WALL. CONTRACTOR SHALL CONNECT PROPOSED 2" CONDUIT TO PROPOSED JUNCTION BOX. CONTRACTOR SHALL INSTALL A PROPOSED 1" PVC COATED GRC CONDUIT CONTAINING THE FLOW METER MANUFACTURER'S CABLE BETWEEN THE JUNCTION BOX AN.� THE PROPOSED FLOW METER. CONTRACTOR SHALL INSTALL A F PVC COATED GIRD CONDUIT CONTAINING THE (4)-#14 AND (1)-#14 GIRD CONDUCTORS BETWEEN THE JUNCTION BOX AND THE PROPOSED ALTITUDE VALVE LIMIT SWITCH. CONTRACTOR SHALL INSTALL A FLOOD SWITCH ON THE VAULT WALL PER THE FLOOD SWITCH DETAIL ON DWG NO. E04. CONTRACTOR SHALL INSTALL A F PVC COATED GRC CONDUIT CONTAINING (2)-#14, (1)-#14 GRID CONDUCTORS BETWEEN THE JUNCTION BOX AND THE FLOOD SWITCH. CONTRACTOR SHALL TERMINATE PROPOSED CABLES AND CONDUCTORS AT THE FLOW METER, ALTITUDE VALVE LIMIT SWITCH, AND FLOOD SWITCH. CONDUIT INSTALLED INSIDE THE VAULT SHALL BE SURFACE MOUNTED. L--"' 4. PROPOSED CONDUIT PENETRATION INTO PROPOSED ALTITUDE VALVE VAULT. CONTRACTOR SHALL INSTALL A NEMA 4X, FIBERGLASS, JUNCTION BOX ON VAULT INTERIOR WALL. CONTRACTOR SHALL CONNECT PROPOSED 1" CONDUIT TO PROPOSED JUNCTION BOX. CONTRACTOR SHALL INSTALL A WATERPROOF RECEPTACLE NEXT TO THE PROPOSED SUMP PUMP. CONTRACTOR SHALL INSTALL A I" CONDUIT CONTAINING (2)-#12, (1)-#12 GIRD CONDUCTORS BETWEEN THE JUNCTION BOX AND THE SUMP PUMP RECEPTACLE. CONTRACTOR SHALL INSTALL A LIMIT SWITCH,©, AT THE ACCESS HATCH. CONTRACTOR SHALL INSTALL A LIGHT FIXTURE EQUAL TO FIXTURE, "Al", ON THE CEILING �F THE CENTER OF THE VAULT. CONTRACTOR SHALL INSTALL A " CONDUIT CONTAINING (2)-#12, (1)-#12 GRID CONDUCTORS BETWEEN THE JUNCTION BOX AND THE LIMIT SWITCH, AND THEN BETWEEN THE LIMIT SWITCH AND THE LIGHT FIXTURE. THE LIGHT FIXTURE SHALL TURN ON WHEN THE ACCESS HATCH IS OPENED. SEE DWG NO. E05 FOR ELECTRICAL EQUIPMENT AND LIGHT FIXTURE SCHEDULES. CONDUIT INSTALLED INSIDE THE VAULT SHALL BE SURFACE MOUNTED. 5. INSTALL PROPOSED ALTITUDE VALVE POWER SUPPLY CONDUIT BETWEEN OUTSIDE THE EXISTING GENERATOR BUILDING AND THE EXISTING LIGHTING PANELBOARD LOCATED INSIDE THE EXISTING GENERATOR BUILDING. CONTRACTOR SHALL INSTALL (2)-20 AMP CIRCUIT BREAKERS IN EXISTING PANELBOARD. CONTRACTOR SHALL I TERMINATE PROPOSED CONDUCTORS AT THE EXISTING LIGHTING PANELBOARD. CONDUIT INSTALLED INSIDE THE BUILDING SHALL BE SURFACE MOUNTED. PROPOSED ALTITUDE VALVE VAULT, SEE NOTE THIS SHEET FLOW METER ACCESS HATCH PROPOSED FLOW METE PROPOSED 516 4'-8' C SUMP PUMP C15 BLOW -OFF AND SPLASH PAD SUMP PUMP MECHANICAL LEGEND j APPROX. STA. PROVIDE CONNECTION TO EXISTING SYSTEM: (1) - 16" x 12" DI TEE (FLxFL) (1) - 12" DI 45' BEND (FLxFL) (1) - 12" DI GATE VALVE (FLxMJ) (1) - 16" DI GATE VALVE (FLxMJ) (1) - 12" DIP LTF (1) - 12" DI LONG BODY SLEEVE APPROX 30 LF of 12" DI PIPE, WITH SHACKLE RODS. SEE SHACKLE ROD DETAIL THIS SHEET APPROX. STA. 86.7' R, PROVIDE: (1) - 12" DI 45' BEND (MJxMJ) WITH THRUST BLOCK ® APPROX 13 LF of 12" DI PIPE, WITH SHACKLE RODS. SEE SHACKLE ROD DETAIL THIS SHEET APPROX. STA. 1+69.9, 77.5' R, PROVIDE: (1) - 12" DI 45' BEND (MJxMJ) WITH THRUST BLOCK © APPROX 13 LF of 12" DI PIPE, WITH SHACKLE RODS. SEE SHACKLE ROD DETAIL THIS SHEET L'J APPROX. STA. 1+71.1, 64.7' R, PROVIDE: (1) - 12" DI 45' BEND (MJxMJ) WITH THRUST BLOCK ® APPROX. STA. 1+73.8, 62.5' R, PROVIDE: (1) - 12" X 12" DI TEE (MJxMJ) WITH THRUST BLOCK (1) - 12" DI GATE VALVE (MJxMJ) (1) - 12" DI LONG BODY SLEEVE (3) - 12" DIP LTF (2) - CONNECTION TO EXISTING �g PROPOSED 1" TYPE K COPPER PRESSURE SENSING LINE, INSTALL AT 2% MIN SLOPE FROM VALVE TO RESERVOIR OUTLET I 61 �. II i I PROPOSED VAULT LADDER SEE 07 FOR ALTITUDE VALVE VAULT PLAN DETAILS PROPOSED ALTITUDE VALVE VAULT, SEE NOTE THIS SHEET\ fOf I FY TOP >SFCTI0.,V TO REDUCE BY 1 `--&" PROPOSED 42" x 72" ACCESS HATCH EQUAL TO LW HATCH HD-1D PROPOSED LONG SEE NOTE THIS SHEET BODY SLEEVE PROPOSED DI SPOOL, (PExPE), APPROX. 1'-0" SLOPE AWAY AWAY AT 2% PROPOSED 16" x 12" DI REDUCER TO MATCH EXIS11�'T' (MJxMJ) WITH THRUST RESTRAINT EXISTING 16" PIPE MATCH EXISTING PROPOSED 12" FCA 12" FLOW METER _ PROPOSED 12" DI SPOOL, (FLxPE), APPROX. 5'-0" ry fnOIFIFO R 4SF :SFCTt0N' PROPOSED 12" Di SPOOL, (FLxPE), APPROX. 4'-8" WITH SHACKLE RODS, SEE/ SHACKLE ROD DETAIL THIS SHEET PROPOSED 12" PIPE, WITH SHACKLE RODS, PER PLAN EXISTING 16" CAST IRON PIPE DROPOSED FITTINGS, DER PLAN EXISTING 16" CAST IRON PIPE PROPOSED ALTITUDE VALVE ALTITUDE VALVE ACCESS HATCH EXISTING GRAVEL /ACCESS ROAD VAULT TOP NOT SHOWN IN THIS VIEW FOR CLARITY PROPOSED VAULT PROPOSED 48" x 72" ACCESS HATCH �OVER, (TYP OF TWO), QUAL TO LW HATCH HD-2C, EE NOTE THIS SHEET SEE NOTE THIS SHEET PROPOSED 16" ALTITUDE VALVE\ D .. PROPOSED 16" x 127 DI REDUCER, (FLxFL) C SUMP PUMP, SEE C15 FOR DETAILS ALTITUDE VALVE VAULT ELEVATION SUMP PUMP BLOW -OFF PRESSURE GAUGE, (TYP. EACH IDE OF VALVE, FOR CALIBRATION), SEE g FOR DETAILS C15 PROVIDE LINK SEAL AT PIPE PENETRATION (TYP.), SEE D FOR DETAILS 03 ROPOSED FITTINGS PER PLAN • XISTING 16" PIPE f-3 I' s. PROPOSED 16" DI SPOOL, (FLxPE), APPROX. S-9" r PROPOSED FLANGE PIPE SUPPORT, '� (TYP.) SEE FOR DETAILS "' 0 6" COMPACTED GRAVEL TOP COURSE, OMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 STANDARD PROCTOR, (TYP.) C15 ALTITUDE VALVE VAULT PLAN AND ELEVATION 02', GLYCERIN FILLED, STAINLESS STEEL PRESSURE GAUGE. GAUGE SHALL BE SELECTED SO THAT NORMAL OPERATING PRESSURE IS APPROX. 50% OF GAUGE RANGE. OVERALL ACCURACY SHALL BE f0.5% AND CALIBRATED IN PSI. Y4" BRASS BALL VALVES (1) Y" BRASS TEE Y4" BRASS WYE FILTER/STRAINER Y4" BRASS BALL V Y4" SHORT BRASS NIPPLE Y4" BENT COPPER /SAMPLE LINE " 1" THREADED TAP 1 1" SHORT GALV NIPPLE 1" DIELECTRIC UNION EQUAL TO WATTS 3003. 1" TO Y" BRASS BUSHING PRESSURE GAGE DETAIL C15 NTS NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL PIPE, 1.5" OPEN FITTINGS, REDUCERS, AND BUSHINGS AS NECESSARY PATTERN RETURN TO MAKE CONNECTIONS. BEND PROPOSED TRUE UNION BALL ISOLATION VALVE D PAINT ABOVE PROPOSED TRUE UNION BALL C15 GROUND PORTION OF CHECK VALVE\ PIPE SAFETY PROPOSED YELLOW VAULT VAULT SUMP CHAMBER WITH GRATE, SUPPLIED BY MANUFACTURER 6 D PROPOSED SUMP PUMP, PER SPECIFICATIONS\\ ° ° e� SUMP PUMP DETAIL C - C15" = 1'-0" w 38 0 16727 ���C 7 s-r svL 1 IONAL SIGNED. 06129107 SIGNED. 06129107 `S- Y O W 6 - t 30" W MIN. cn �� PROVIDE 90' BEND, O ' TH Y4" WEEP HOLE 6" FROM ---' IN BOTTOM O a Z MIN VAULT 0 WASHED ROCK WRAPPED IN FILTER FABRIC a a \1.5- GALVANIZED STEEL A DISCHARGE PIPE AND FITTINGS _ C05 D BLOW -OFF AND 0 J SPLASH PAD DETAIL C15 - NOT TO SCALE O W SHACKLE ROD SIZING PROVIDE SS BUG CREEN BETWEEN BEND AND STRAINER BRASS BEEHIVE STRAINER 12" x 12" x 24" ASHED ROCK 12" SPLASH PAD j PERPLAN PIPE MINIMUM MINIMUM SIZE ROD DIAMETER O# F RODS 12" 3/4" 6 1. THIS TABLE ASSUMES MILD STEEL. HIGHER STRENGTH STEELS WHICH WOULD ALLOW FEWER AND/OR SMALLER RODS ARE ALLOWED BUT MUST BE APPROVED BY THE ENGINEER. 2. SHACKLE PLATES MAY BE SUBSTITUTED FOR EYE BOLTS PENDING REVIEW AND APPROVAL BY ENGINEER. SUBMIT PLANS AND CALCULATIONS SUPPORTING DESIGN. 3. DUC-LUGS ARE NOT ALLOWED, 4. SYSTEMS SHOWN HERE ARE OPTIONS AVAILABLE TO THE CONTRACTOR, BUT ARE NOT THE ONLY CONFIGURATIONS ACCEPTABLE. CONTRACTOR TO PROVIDE ALL MATERIALS AND METHODS AS REQUIRED FOR A COMPLETE THRUST RESTRAINT SYSTEM. ANY METHODS OTHER THAN SHOWN HERE MUST BE APPROVED BY THE OWNER. SHACKLE ROD,.,, J OR FL MJ OR FL STAR NATIONAL TIE BOLT OR ROMAC 90' EYEBOLT FLANGE TO FLANGE OR MJ TO MJ CONNECTION THREADED COUPLIN SHACKLE RO FLANGES SHACKLE ROD 1 SCIENTISTS 1 MJ OR FL mw k � �� � G E RING. INC. - rFCA n. � Ww.rh2;'rnr,' 3ELiJNGHAM OFFICE ,,STAR NATIONAL TIE BOLT OR ROMAC 90' EYEBOLT 425 95 5400 FLANGE TO FCA OR MJ TO FCA CONNECTION EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE SCALE: SHOWN FCA TEE THROUGH -BOLT/ " 321440 OR ALL -THREAD FLANGE TO FCA CONNECTION 1 SHACKLE ROD DETAIL NTS 0 1 2 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 20 DWG NO. ENGINEER: CDW C15 REVIEWED: MLM REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09 DATE: SEP 14, 2009 SHEET No. REVISED PER FIELD CHANGES BMS KMP 02/25/09 CLIENT: REN 34 ADDENDUM / ISSUED FOR CONSTRUCTION BTE MM 10/09/07 JOB No.: 105-049 734 NO- REVISION BY I REVIEW I DATE FILENAME: HIGH-D-H01 1"=20'