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Home My WebLink AboutS-214002SEE REVISION ATTACHMENTS DATED 4/1/98 FOR P.V.C. ENCASEMENT. 11 10 99 T ? r KEYED NOTES Q1 GRINDER PUMP DISCHARGE - 1 1/4" MPT Q2 1 1/4- COPPER ADAPTOR (FPT X SWEAT) Q3 1 1/4-P 90- COPPER ELBOW (SWEAT x SWEAT) �4 1 1/4w TYPE K COPPER PIPE, SEE NOTE 4 �5 1 1/4" DISCONNECT JOINT (UNION OR COMPRESSION COUPLING), SEE NOTE 3 �6 1 1/4- GATE VALVE, FULLY PORTED 0 1 1/4- COPPER ADAPTOR (MPT x SWEAT) s0 1 1/4" PVC ADAPTOR (FPT x SWEAT) Q9 1 1/4w PVC PIPE (160 psi MINIMUM) 10 1 1/4" CHECK VALVE, FULLY PORTED SWING TYPE 1t 1 1/4" PVC COUPLING (SOCKET x SOCKET) t2 "ENVIRONMENT ONE" BRAND GRINDER PUMP #GP -210 NOTES 1 INSTALLATION MUST CONFORM TO ALL APPLICABLE CODES, SUCH AS BUILDING, PLUMBING, ELECTRICAL, ETC. 2. DISCONNECT JOINT MUST BE BEYOND THE OUTSIDE OF THE GRINDER PUMP CORE AND A MINIMUM OF 3' HEAD ROOM OVER THE TANK TO ALLOW REMOVAL OF PUMP. 3. REQUIRED INSULATION NOT SHOWN. 4. PUMP STEEL OUTER TANK NOT SHOWN. DISCHARGE PIPING 2 N.T.S. 6 so -------# 5" 16" HOLE 1-1/4"0 HDPE � FORCE MAIN PIPE 3/4 C%4 3/4" THICK INSULATION � JACKET 16�N MTHICK REFER TO REVISION � ATTACHMENTS DATED 4/1/98. �• JA UOLCO MODEL #20 -4 -SS' PIPESTRAP 2 N.T.S. •j INSTALL AT 4'-0" INTERVALS GRINDER PUMP SEC11ON 0� SCALE 1" = 1'-0" FOR PAVEMENT RESTORATION SEE DETAIL e 1 44" 6" MIN. CRUSHED SURFACING TOP COURSE COMPACTED BACKFILL AS SHOWN ON DETAIL 1 1. VER77CAL CONTROL DATUM BASED ON USC&GS. 1 2. U 77U TY CROSSING L OCA 77ONS AND ELEVA TIONS SHALL BE DE i tRMINED B Y THE 8" OR 6" SANITARY SEWER CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES J. EXIS77NG PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION. 4. STA T70NING SHOWN IN CENTERLINE OF ROAD WA Y AS DEF7NED BY THE CONTROL POINTS 10 10f 1WIM Imo■ YOH JKI WJWII l■ ■ 1 ■ 6. PRO VIDE A S -BUIL T INFORMA T70N SHO WING ALL IN VER T AND RIM ELEVATIONS, AND SIDE SEWER LOCA PONS. • 3/4" x 6" SS BOLTS SEE DETAIL KO'4� Ura - :JK ! ALONG SIDE OF DOCK TOP OF DOCK a .4 e a . a. d o • e •e a ; a 'd a e. Q .44 3/4" x 6" SS BOLTS • e[l. •• e' •e .a -- "- — 4 • SEE DETAIL 2 • •° e ELEV 12.95 a. e e - a • e . a a SHEET NOTES UNDER DOCK �� PIPE PLACEMENT 2 N.T.S. PIPE BEDDING MATERIAL AS SPECIFIED IN 7-17.3(1)B FOUNDATION MATERIAL CLASS A AS DIRECTED BY ENGINEER 1. ALL MATERIALS EXCA VA TED FROM THt l TRENCH SHALL BE REMOVED, HAULED AND DISPOSED. EXCA VA 77ON SHALL BE HFPLA CED W TH FOUNDA T70N, BEDDING AND BACKFILL MATERIALS AS SHOWN IN THENCH BACKFILL DETAIL AND COMPA C TED IN A CCORDANCE W1 TH SPECIFI CA TIONS 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WI TH 7EMPORAR Y A SPHAL T A T END OF EA CH WORK DA Y. STORM & SANITARY SEWER TRENCH BACKFILL DETAIL N.T.S. RECOMMENDED FOR APPROVAL THICK /N ACC *wow"w ", 8. REPLACE ALL DISTURBED CURB dr GUTTERS /N ACCORDANCE WITH STANDARD PLAN jf F008, DRAWING # FR05 AND STANDARD PLAN �'F001 "CEMENT CONCRETE CURB AND GUTTER." 9. REPLACE ALL DISTURBED SIDEWALk"S IN ACCORDANCE WITH STANDARD PLAN ,# F007, DRAWING ,f FR02. 10. WHERE UTILITY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARA 770N. 11. HDPE PIPE SHALL BE SDR -11, DR/SCO 8600, OR POLY PIPE PE 3408 OR EQUAL. NO INSERT BARBED F/T11GS OR CONNECTOR ALLOWED. ■ [W, ff, A 770N SHALL BE CLOS£D CELL NB/NSy 01#!- S �mw BY ��'/��URES AT 18" 0. C., 4""W* TUCCO �j�� /O.N,ALL ABOVE SONS �l��/mini PARKS DEPARTMENT DATE KEYED NOTES CITY OF RE N T O N DEPARTMENT OF PUBLIC WORKS CEDAR RIVER TRAIL UTILITIES SYSTEM DIRECTOR DATE 4010 STONEWAY N. SEATTLE, WA 98103-8090 Q1 SEMI -POSITIVE DISPLACEMENT TYPE PUMP MAINTENANCE SERVICES DIRECTOR DATE DETAIL SHEET PLAN REVIEW DATE GNED: REB DAA: 12/05/94 FILE NAME: DRAWN: DJ CHECKED: SCALE. AS NOTED � �= 725 PAGE 51 DIRECTLY DRIVED BY A 1 HP MOTOR 1 o bot, N tz-�ffj y �y � , � � ,�/ � f `� � 1 FlNAL CORRECTIONS CAPABLE OF DELIVERING 8 GPM ® 138' TDH 12/21 /94 NO. REVISION 9YAPPR. 2 FIBERGLASS REINFORCED POLYESTER TANK APPROVED: o=01a1 °...m.c HINGED STEEL HATCH W � HANDLE 28"0 WASTE WATER UTILITY DATE LOCKABLE HASP ' � 3/16" NOMINAL WALL THICKNESS AND 60 & LOCKABLE LID GALLON CAPACITY t° FILL REMAINING ELEV 18.20 O3 PVC ANTI -SIPHON VALVE ANNULAR SPACE 000 oao WITH INSULATION 00 o0 000 O PVC CHECK VALVE oao 00° 00o 000° 000 TEMP ORARY PLUG 5 1 1/4- STAINLESS STEEL DISCHARGE UNE 12 °O °aa °o°o°o caO° °°° coca = 00 g 10 13 0 14 O 6 1 1/4" STAINLESS STEEL DISCHARGE UNE (FNPT) 11 a000j 0a co 7 STAINLESS STEEL BALL VALVE 8 oao 00 000 o 000 oao = = -J c 0° oao a°° ° 0 15 +� c C O STAINLESS STEEL QUICK DISCONNECT ASSEMBLY o o°0oc 0 Qi G)00POWER CABLE (12-2 W/ GRND) 7 00 00 10 ALARM CABLE (14-2 W/ GND) 6 16 G CORE (CONTROL) BREATHER ASSEMBLY(5>� 4 INVERT ELEV 15.50 12 ACCESS PLATE COVER BY PUMP MANUFACTURER D4-- ALARM 00 13 JUNCTION BOX (NEMA 4X RATED) c6 G BIRD SCREEN VENT COVER 3 L 0 co UN 15 36" HIGH CONCRETE 2" 0 INTERNAL WELL VENT o Q cv 0 FILL O CN 16 INLET: 4.0" PVC SCH 40 SOCKET TO ACCEPT 18 OFF� -' o 0 _ � o � N ui 4.50 O.D. PVC PIPE. _ ou c6 un rn 17 STEEL DRUM: 32" 0 W/ STEEL HATCH AND 1 O cv C'i o ro STEEL BOTTOM - ALL COATED, 3/16" THICK- N CONTINOUSLY WELDED 2 18 FILL THE ANNULAR SPACE WITH FOAMED -IN- OR POURED IN PLACE INSULATION OR PEA 1 ? 24 ---� 29.25" GRAVEL AGREGATE AS SPECIFIED. 32"0 6 so -------# 5" 16" HOLE 1-1/4"0 HDPE � FORCE MAIN PIPE 3/4 C%4 3/4" THICK INSULATION � JACKET 16�N MTHICK REFER TO REVISION � ATTACHMENTS DATED 4/1/98. �• JA UOLCO MODEL #20 -4 -SS' PIPESTRAP 2 N.T.S. •j INSTALL AT 4'-0" INTERVALS GRINDER PUMP SEC11ON 0� SCALE 1" = 1'-0" FOR PAVEMENT RESTORATION SEE DETAIL e 1 44" 6" MIN. CRUSHED SURFACING TOP COURSE COMPACTED BACKFILL AS SHOWN ON DETAIL 1 1. VER77CAL CONTROL DATUM BASED ON USC&GS. 1 2. U 77U TY CROSSING L OCA 77ONS AND ELEVA TIONS SHALL BE DE i tRMINED B Y THE 8" OR 6" SANITARY SEWER CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES J. EXIS77NG PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION. 4. STA T70NING SHOWN IN CENTERLINE OF ROAD WA Y AS DEF7NED BY THE CONTROL POINTS 10 10f 1WIM Imo■ YOH JKI WJWII l■ ■ 1 ■ 6. PRO VIDE A S -BUIL T INFORMA T70N SHO WING ALL IN VER T AND RIM ELEVATIONS, AND SIDE SEWER LOCA PONS. • 3/4" x 6" SS BOLTS SEE DETAIL KO'4� Ura - :JK ! ALONG SIDE OF DOCK TOP OF DOCK a .4 e a . a. d o • e •e a ; a 'd a e. Q .44 3/4" x 6" SS BOLTS • e[l. •• e' •e .a -- "- — 4 • SEE DETAIL 2 • •° e ELEV 12.95 a. e e - a • e . a a SHEET NOTES UNDER DOCK �� PIPE PLACEMENT 2 N.T.S. PIPE BEDDING MATERIAL AS SPECIFIED IN 7-17.3(1)B FOUNDATION MATERIAL CLASS A AS DIRECTED BY ENGINEER 1. ALL MATERIALS EXCA VA TED FROM THt l TRENCH SHALL BE REMOVED, HAULED AND DISPOSED. EXCA VA 77ON SHALL BE HFPLA CED W TH FOUNDA T70N, BEDDING AND BACKFILL MATERIALS AS SHOWN IN THENCH BACKFILL DETAIL AND COMPA C TED IN A CCORDANCE W1 TH SPECIFI CA TIONS 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WI TH 7EMPORAR Y A SPHAL T A T END OF EA CH WORK DA Y. STORM & SANITARY SEWER TRENCH BACKFILL DETAIL N.T.S. RECOMMENDED FOR APPROVAL THICK /N ACC *wow"w ", 8. REPLACE ALL DISTURBED CURB dr GUTTERS /N ACCORDANCE WITH STANDARD PLAN jf F008, DRAWING # FR05 AND STANDARD PLAN �'F001 "CEMENT CONCRETE CURB AND GUTTER." 9. REPLACE ALL DISTURBED SIDEWALk"S IN ACCORDANCE WITH STANDARD PLAN ,# F007, DRAWING ,f FR02. 10. WHERE UTILITY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARA 770N. 11. HDPE PIPE SHALL BE SDR -11, DR/SCO 8600, OR POLY PIPE PE 3408 OR EQUAL. NO INSERT BARBED F/T11GS OR CONNECTOR ALLOWED. ■ [W, ff, A 770N SHALL BE CLOS£D CELL NB/NSy 01#!- S �mw BY ��'/��URES AT 18" 0. C., 4""W* TUCCO �j�� /O.N,ALL ABOVE SONS �l��/mini PARKS DEPARTMENT DATE H AM M ON D, COLLIER & WADE— LIVINGSTONE ASSOC., INC. CITY OF RE N T O N DEPARTMENT OF PUBLIC WORKS CEDAR RIVER TRAIL UTILITIES SYSTEM DIRECTOR DATE 4010 STONEWAY N. SEATTLE, WA 98103-8090 (206) 632-2664 acw-i. BOAT HOUSE SANITARY SEWER EXTENSION MAINTENANCE SERVICES DIRECTOR DATE DETAIL SHEET PLAN REVIEW DATE GNED: REB DAA: 12/05/94 FILE NAME: DRAWN: DJ CHECKED: SCALE. AS NOTED � �= 725 PAGE 51 �L 1 o bot, N tz-�ffj y �y � , � � ,�/ � f `� � 1 FlNAL CORRECTIONS EMS 12/21 /94 NO. REVISION 9YAPPR. DATE 71 APPROVED: o=01a1 °...m.c SHEET: 2 oF: 3 WASTE WATER UTILITY DATE G2