Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzS-0510SetCITY OF RENTON SCHEDULE A: COTTONWOOD LIFT STATION REPLACEMENT, WASTEWATER PROJECT NO. WWP -33 -0510 SCHEDULE B: LAKE WASHINGTON #2 LIFT STATION REPLACEMENT, WASTEWATER PROJECT NO. WWP -11 -2063 Designed By: RH2 ENGINEERING VICINITY MAP VICINITY MAP DRAWING INDEX > L___ ¢ 3rd ❑� 4o z LS___T � SCHEDULE A DRAWINGS ONLY SCHEDULE B DRAWINGS ONLY �9yc�Fz uj CD Q Q NE gad S Eoi� SHEET NO. DWG NO. DESCRIPTION FILENAME SHEET N0. DWG N0. DESCRIPTION FILENAME ¢ w �� 2nd ST 1 2 _ GENERAL INFORMATION CTNWD08 11 C11 EXISTING SITE PLAN & TESCP LKWSH02 C01 EXISTING SITE PLAN & TESCP CTNWD07 12 C12 PROPOSED SITE PLAN LKWSH03 N 40th ST Q N s1` O� WAY o M T. OLIVET > _ sT ��`� w CEMETERY ¢ 3 4 CO2 PROPOSED SITE PLAN CTNWD02 13 C13 STRUCTURAL PLAN AND DETAILS LKWSHIO UOi SEWER PROFILE & MANHOLE DETAILS CTNWD03 14 C14 STRUCTURAL DETAILS LKWSH07 ¢ N 38th ST o v -O g� Q \ LIBERTY o 5 CO3 STRUCTURAL PLAN CTNWD09 75 M71 MECHANICAL PLAN &DETAILS LKWSH06 w J SE 86th c¢n CEDAR w PARK RAVER \ PARK 6 7 C04 STRUCTURAL DETAILS CTNWDI2 16 E13 ONE LINE DIAGRAM LKWSH08 M01 MECHANICAL PLAN & DETAILS CTNWD11 17 E14 ELECTRICAL EQUIPMENT PLAN LKWSH09 N 37th o v NE 36th ST _ 'Q� 8 9 UO3 FIBERGLASS TANK DETAILS C1NWD06 E01 ONE LINE DIAGRAM CTNWDI4 N 36th ST N 35th ST � rzn > ¢ � � 10 E02 ELECTRICAL EQUIPMENT PLAN CTNWDIO N 34th ST N 34th ST z o DE DAI? rl N 33rd PL N NE 33rd ST cn ¢ �3p � 8p > o E D N 33rd ST N 32nd ¢ �$g Q w \g�4�s 0 SCHEDULE A &B DRAWINGS N 31st ST [::N 30th ST N 30th ST 405 NE 31st ST MAY CREEK SHEET NO. .DWG NO. DESCRIPTION FILENAME N 29ti1 ST �y RR Q'� 405 18 UO2 MISCELLANEOUS DETAILS CTNWD05 N 28th PL MAY CREEK PARK 19 E15 ELECTRICAL CONTROLS CTNWD04 N 28th ST NE 28th ST CITY OF RENTON 20 E16 TELEMETRY SYSTEM CTNWDI3 CITY OF RENTON COTTONWOOD LIFT STATION LOCATION 0 LAKE WASHINGTON #2 LIFT STATION LOCATION GENERAL NOTES METRO CONNECTION NOTES CONTACT PERSONNEL 1.) THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. 1.) CONTRACTOR SHALL NOTIFY MR. RICH PUTNEY (684 -1291) AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUC1ON IN THE VICINITY OF THE METRO INTERCEPTOR. 2.) THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, PROVIDE FOR NORMAL OPERATION, AND ALLOW ACCESS TO THE EXISTING LIFT STATIONS 2.) DURING CONSTRUCTION, NO DEBRIS SHALL BE ALLOWED TO ENTER METRO'S MANHOLE R10 -16 OR SEWER SYSTEM. CITY OF RENTON CITY OF RENTON MIKE BENOIT 277 -6206 DAVE CHRISTENSEN 277 -6212 UNTIL THE NEW LIFT STATIONS ARE OPERATIONAL AND HAVE BEEN APPROVED BY THE ENGINEER. 3.) THE METRO MANHOLE (R10 -16) SHALL BE UNLOADED ALL AROUND OR STRUCTURALLY SUPPORTED DURING CONSTRUCTION TO AVOID UNBALANCED CITY OF RENTON GARY MORRISON 235 -2585 3.) ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C. SOILS LOADING. RH2 ENGINEERING DAN ERMN 869 -1488 (1988 EDITION), CITY OF RENTON STANDARD PLANS & SPECIFICATIONS, AND THE APWA /DOT STANDARDS SPECIFICATIONS (1991 EDITION). RH2 ENGINEERING TONY PARDI 869 -1488 4.) PLANS FOR DEWATERING ADJACENT TO METRO FACILITIES SHALL BE SUBMITTED TO MR. RICH PUTNEY FOR METRO REVIEW AND APPROVAL AT RH2 ENGINEERING DAVE DELLA 869 -1488 4.) ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING LEAST FIVE WORKING DAYS PRIOR TO CONSTRUCTION. RH2 ENGINEERING MARK MILLER 869 -1488 UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITIES IMMEDIATELY. 5.) THE CONNECTION TO THE METRO MANHOLE (R10 -16) SHALL NOT BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY METRO. RENTON POLICE REVISED TO CONFORM RENTON FIRE DEPT. 344 -4080 235 -2643 5.) A PRE - CONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. TO CONSTRUCTION RECORDS RENTON BUILDING DEPT. JIM CHANDLER 235 -2540 6.) THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT 6.) FIELD VERIFICATION OF THE LOCATION, DIAMETER, OR INVERT ELEVATION IS RECOMMENDED PRIOR TO CONSTRUCTION. �° FIRST AID 2V,_%G._ 14_?l 9N PUGET POWER y 911 SAM DI RE 235 -2947 INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTION WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. 7.) THE NEW CONNECTION TO THE METRO MANHOLE (R10 -16) SHALL BE MADE BY CORE DRILLING INTO THE EXISTING MANHOLE AND USE'OF A RH2 ENGINEERING P.S. DAB PACIFIC N.W. BELL 345 -8972 THE CONTRACTOR SHALL N011FY THE REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKFILLING OF CONSTRUCTION. "KOR -N- SEAL" BOOT AS DISTRIBUTED BY P.I.P.E., INC. WA. NATURAL GAS DEPT. OF ECOLOGY TOM LING 235 -2464 649 -7000 7.) THE EXISTING LIFT STATIONA SHALL NOT BE TAKEN OUT OF SERVICE UNTIL THE NEW LIFT STATIONS HAVE BEEN COMPLETED, TESTED, AND APPROVED BY THE ENGINEER AND THE CITY OF RENTON. 8.) THE CONNECTION TO THE METRO MANHOLE (R10 -16) SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON REPRESENTATIVE. DEPT. OF HEALTH 9 H. fLq�, T.C.I. STEVE DEEM 464 -7963 PHIL FISK 433 -3434 �F .A3y U.S. WEST JOE DAILY 235 -5857 8.) THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. 9.) A COPY OF THESE CONDITIONS SHALL BE KEPT ON THE JOB SITE FOR USE BY THE CONTRACTOR. q" F METRO - ONE -CALL RICH PUTNEY 684 -1291 1 -800- 424 -5555 9.) THE CONTRACTOR SHALL DISCHARGE OF WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS. SILT LADEN WATER SHALL NOT BE DISCHARGED FROM THE SITE INTO STREAMS, RIVERS, OR LAKES AT ANY TIME. e 16727 9 �o, I I., � l v SIGNED: A� NAL 07128194 �, ® I - EXPIRES 8/2/94 I A i 6 !& I t i iz i i I d MEAN HIGH J WATER MARK COTTONWOOD EXISTING SITE PLAN SCALE: 1" = 20' REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 ENGINEERING P.S. 'DATE EXISTING UTILITY ELEVATIONS STRUCTURE STRUCTURE RIM INVERT PIPE OTHER DESCRIPTION ID. ELEV. ELEV. DIAMETER INFORMATION METRO MANHOLE MITI 54.49' 43.29' 42" MIT RIO -16 MANHOLE MH2 42.00' 34.45' 8" - CATCH BASIN CB1 53.29' 50.99' 8" - CATCH BASIN C82 53.35' 51.05' 8" - CATCH BASIN CB3 51.14' 49.39' 12" - CATCH BASIN CB4 40.40' 38.20' 8" - STORM DRAIN SD - 36.45' 8" OUTLET LIFT STATION ITS 42.80' 25.60' - BOTTOM LIFT STATION ITS - 37.97' 6" FORCE MAIN LIFT STATION LS - 33.01' 8" INLET L\ rp If- I I I AI I I I 'A I I I® I A 6" DIA. FORCE MAIN (ABANDON PIPE, CLEAN, & PLUG ENDS) DO NOT DISTURB EXISTING TREES 4' HIGH ROCKERY WALL AIR RELIEF VENT (REMOVE & DISPOSE) 8" TEE WITH 6' BRANCH, CAST IRON APPROX. 8 FEET DEEP 6" DIA. TEE APPROX. 7 FEET DEEP REROUTE SIDE SEWER DURING CONSTRUCTION 8" DIA. INLET SEWER (ABANDON PIPE, CLEAN, & PLUG ENDS) 6" DIA. 45' BEND S ®�lU APPROX. 5 FEET DEEP EDGE OF PAVEMENT SCHEDULE fl ONLY Y I _ I I A I I IA 1 I I 1A l 1 "I 1 1 Al LEGEND 48" DIA. SADDLE MANHOLE ST EXISTING STORM DRAIN SS EXISTING SANITARY SEWER — T T — ABANDONED UNDERGROUND TELEPHONE SERVICE CONDUIT W EXISTING WATER MAIN O3 EXISTING CONTOURS P P — ABANDONED UNDERGROUND POWER SERVICE CONDUIT PERMANENT PIPELINE EASEMENT — - — -- — — PERMANENT LIFT STATION EASEMENT -------- - - - - -- NEW POWER AND TELEMETRY CONDUIT STA. 1 +45.6, 13.9' RT OS ORIGINAL EASEMENT NEW SANITARY GRAVITY SEWER OR FORCE MAIN 11144' VERTICAL BEND (MJxMJ) - - - - - ®— NEW SANITARY SIDE SEWER — — CONSTRUCTION BASELINE O7 — CONSTRUCTION LIMITS NEW WATER SERVICE 11144' VERTICAL BEND (MJxMJ) e e NEW 6" WIDE X 2" HIGH ROUNDED ASPHALT BERM RIGHT —OF —WAY O9 — CENTERLINE OF ROADWAY NEW ASPHALT PAVEMENT AREA - 48" DIA. INTERMEDIATE MANHOLE ELECTRICAL LEGEND POWER CABINET, , SEE DWG NO. E02. ❑ 2 POWER AND CONTROL CONDUITS F3 EXISTING TRANSFORMER " ® CONTROL BOX & YARD LIGHT, STA. 1 +63.1, 26.4' RT, SEE DWG. NO. E02, DETAIL C. O5 NEW UNDERGROUND POWER SERVICE FROM EXISTING PUGET POWER TRANSFORMER — REFER TO SPECIFICATION, "POWER SERVICE AND METERING." 52 50 � 48 46 44 42 40 38 36 MEAN HIGH WATER MARK REVISED TO CONFORM' TO CONSTRUCTION RECORDS �il1r,� 10 /zfe RH2 ENGINEERING P.S. ' D,<TE NOTES: 1.) 00 NOT DISTURB EXISTING TREES, EXCEPT ONE AS NOTED ON PLAN. 2.) CONTRACTOR TO INSTALL DEWATERING SYSTEM AS NECESSARY TO PROTECT EXISTING AND AND PROPOSED SYSTEMS DURING CONSTRUCTION. 3.) EXISTING LIFT STATION AND ASSOCIATED PIPING ARE TO REMAIN OPERATIONAL UNTIL UNTIL NEW LIFT STATION HAS BEEN TESTED AND IS APPROVED FOR OPERATION. 4.) ONCE NEW LIFT STATION IS OPERATIONAL, PLUG EXISTING FORCE MAIN AT METRO CONNECTION. CLEAN OUT EXISTING FORCE MAIN, INFLUENT PIPE, AND LIFT STATION PER SPECIFICATIONS. 5.) TRAFFIC CONTROL TO BE INSTALLED AND MAINTAINED PER CITY AND STATE REQUIREMENTS. PROVIDE ACCESS TO RIVIERA APTS. AND OFFICE BUILDING AT ALL TIMES. 6.) MAINTAIN MINIMUM 18 INCHES OF VERTICAL CLEARANCE BETWEEN WATER SERVICE PIPING AND SANITARY SEWER PIPING AT ALL LOCATIONS. 7.) UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCATION, AVOID DISTURBANCE, ANCE AND REPAIR DAMAGES TO EXISTING UTILITIES. 8.) PROPOSED ASPHALT PAVEMENT AREA SHALL BE GRADED TO SLOPE AT 1% TOWARD LIFT STATION WET WELL. TOP OF ASPHALT SHALL BE SET 2' HIGHER THAN THE EXISTING PAVEMENT AREA TO PREVENT STORM WATER RUNOFF FROM ENTERING THE PROPOSED PAVEMENT AREA.. PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT AREAS. 9.) STATIONS AND OFFSETS INDICATED ARE TO CENTER OF.ITEM UNLESS NOTED OTHERWISE. BASELINE SHALL BE ESTABLISHED AND MAINTAINED BY CONTRACTOR. 10.) REMOVE ABANDONED ELECTRICAL AND TELEPHONE WIRE FROM CONDUIT. r NEW LI STATION AND VALVE VAULT WIT MECHANIC AND ELECTRI L EMS` (13) N YRAMIDAL}� / ROUND G L PARKING AREA Rol O mD C� ,^S S a � n4 I��'• IT s` '+ ':T' 1 X14. ;.'i ,i » , r > 4 .:, I z ...... _. i ..: ar. `4 ...E >. .. ..s.. At i Ir I , a 4: � r . , '� }T . r ,•x .s _�, �,. al ra . a � . rte C, w 12 II �. .. .��i', 2 � � `sh r .... " �.. �` a.: '� `•g,,w,P e Sir i,., > €%.,.,. ; :19 �: 4 �. \ < �� nvrxM"r "r..'t ' : � .. �J , ^,: EWER~; ND..., NEC,1�T0:.. •o � � a;; a.'4 a T, t � � a<:..�.,< � # �,�a � �:.�^� c 4 s'�.;F. x m *, 'c,c< . m EEMETRY AND r TELEPH CABLE ROUTED OV HEAD 800' TO J NCTION BOX \ N ® 11 1 SURVEY DATA 1� STA. 1528 +90.35 P.T. PK NAIL NEXT TO MONUMENT Z R = 2000.00 L — 70.37 DELTA - T- 00' -57" TAN = 35.19 Z3 STA. 1528 +19.98 A4 STA. 1528 +19.98, 200.00' LT. SITEWORK A 20'x40' ASPHALT PAVEMENT AREA �B (13) 6' TALL PYRAMIDALIS SPACED AT 4' -0" O.C. SEWER LEGEND O7 48" DIA. SADDLE MANHOLE STA. 1+30.0, 15.2' LT O2 40 L.F. 8" DIA. D.I. PIPE O3 12' DIA. NEW SEWER LIFT STATION STA. 1 +57.3, 18.5' RT O4 MECHANICAL VALVE VAULT STA. 1 +45.6, 13.9' RT OS 16 L.F. 4" DIA. D.I. PIPE O6 11144' VERTICAL BEND (MJxMJ) STA. 1 +28.0, 8.5' RT, Elev = 37.6' O7 53 L.F. 4" DIA. D.I. PIPE ® 11144' VERTICAL BEND (MJxMJ) STA. 0 +80.6, 10.2' LT, Elev = 47.8' O9 12 L.F. 4" DIA. D.I. PIPE 10 48" DIA. INTERMEDIATE MANHOLE STA. 0 +67.5, 12.5' LT 11 8" DIA. D.I. GRAVITY SEWER 12 CONNECTION TO METRO SEWER SYSTEM AT MIT R10 -16, STA. 0 +17.1, 11.2' RT, Elev = 45.04' 13 6" DIA. PVC SIDE SEWER PIPE, LENGTHS AND BENDS AS NECESSARY 14 6" DIA. SIDE SEWER CLEANOUT s S ° .S /O SCHEDULE A ONLY CITY OF RENTON — 1992 LIFT STATION IMPROVEMENTS SCHEDULE A: COTTONWOOD L.S. REPLACEMENT OwG NO. JOB NO. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION CO2 1277.20 PROPOSED SITE PLAN MLM FIRE 10/20/92 CTN WD02 DAD DRE 1" = 10' AUG 09, 19-9j-10T-3-1 20 IY I I I I I AI I I I A I I I I I I - I - A I A I I I A I I I Ii ) I I I I A PROVIDE SMOOTH PENETRATION WITH SLEEVE EXTENDING TO VALVE BOX AT SURFACE ADJUSTABLE STEM GUIDE AT MID - LENGTH STEM COUPLING PRESSURE SLIDE GATE, BOLT TO FLANGE, GROUT BETWEEN FLANGE & WALL FORM CHANNEL TO PROVIDE ROOM FOR SLIDE GATE TO EXISTING 8" DIA. SEWER PIPE FORM SMOOTH SLOPING SEMI - CIRCULAR CHANNEL BOTTOM (TYP.) SLOPE BENCH TO CHANNEL AT 5% MINIMUM .T,.w 11517.1 47L ETA [I 92TIT131i u FIR .s i PRESSURE SLIDE GATE WITH CIRCULAR OPENING, CIRCULAR FLANGE BACK FRAME FOR 125 LBS. DRILLING PATTERN, NON- RISING S.S. STEM, 2" SQUARE OPERATOR NUT AT SURFACE, S.S. RAILS, ASSEMBLY HARDWARE AND FASTENERS, MOUNT PIPE INVERT FLUSH WITH CHANNEL INVERT. EQUAL TO WATERMAN INDUSTRIES RED TOP MODEL P -30. VALVE BOX AT SURFACE, FLUSH WITH ASPHALT REPLACE ASPHALT PAVEMENT SEAT PROPERLY AND PREVENT //� `° '� 1 9 T; ",` /��I LADDER RUNGS ® 12" O.C. (TYP.) �' -III AND TO SAME THICKNESS. WITH 4" MIN. THICKNESS EXISTING 6' DIA. METRO MANHOLE R10 -16 SEWAGE FROM ACCUMULATING I Imo\' ':� �,. � `\ __ I '�^ i � ' - BOLT SLIDE GATE TO THREADED 125 LOS. FLANGE ON 8" DIA. PIPE, IN CHANNEL. I =I /� 4F' 10/09/92 - - -. —.�" ."" " .) CONCRETE RINGS, CAST WITH PROTECT THREADED END OF BOLT FROM BONDING TO GROUT. GROOVE SO THAT SAFETY STEP MORTAR 24" DIA. ACCESS HOLE AND COVER CAN BE FIELD INSTALLED PRECAST ECCENTRIC jo. CONE 48" TO 24" , /i IIIIII GROUT N AROUND PE10PENETRAI NSIO(� MANHOLE ) OR REDUCING SLAB ON STRUCTURAL FILL I —:` / \ 12 OC REMOVE EXISTING SEWER SHALLOW MANHOLE � PRECAST SECTION, PIPE FROMWIIHIN MANHOLE AND FILL END OF PIPE WITH GROUT PROPOSED 8" DIA. D.I. GRAVITY SEWER PIPE A 1 SLUICE GATE CO U01 IN MANHOLE /� III= TO LIFT STATION. SCALE:'" = 2' - 0" � 2',3 OR 4' TALL B SADDLE MANHOLE PROPOSED 8" DIA. D.I. SEWER PIPE Q PLAN VIEW CHANNEL BOTTOM THAT DIRECTS FORCE w W W � w m SCALE: 1" = 1' -0" 60 .. ..w.. w w w ` . _ ... w ............................ . TURBULENCE. Ip SLOPE o+ c n N� FORM SMOOTH SEMI- CIRCULAR CHANNEL 55 ..... ....... .... ..... lav/\O�Qn�M.� - .... .. ............... ..... STABILIZATION MATERIAL TYPICAL y, IF REQUIRED BY ENGINEER CO SCALE: 1" = 2' -0" 50 .F <� o p .............. ..... J� 36" BORE CASING PROVIDE SMOOTH FINISH IN ;s, SEWER CHANNEL. - 45 :.........:.....:.......... : . x_ w x D.I. DIA. ® TOP ELEV. 54.88' z - INV. ELEV. 47.10' (4" INLET) R'Q : ¢ - - EXISTING PAVEMENT SURFACE TOP ELEV.: 54.49' INV. ELEV. 47.02' (8" :OUTLET) 9 > N 73 rn 40 INV. ELEV. 45.04' (8" INLET) INV. ELEV. 43.29' (42" OUTLET) .I 35 ........... NMI r ° l RIVER . 6 SIDE SEWER - EXISTING 8" DIA. SEWER PIPE E T 30 " D1A DJ. 40 TOP ELEV. _ 42.20 TOP ELEV. 42.00' INV. � ELEV. 34.45' ....... .:.... .....: .. ............. ....... ...... ........ .....: - - � � - : - � INV. ELEV.: 341 (8" 1NLET)� .:..- ..:.........:...........EV. .: INV. ELEV.: 32.57' (8" OUTLET) - - DEPTH 10.0' (APPROX.) - - - - 25 SECONDARY CONTAINER � . . . - - TOP ELEV.:41.00' REPLACE ASPHALT PAVEMENT RESTORE PAVEMENT AND TO LIMITS OF DISTURBED AREA AND TO SAME THICKNESS. WITH 4" MIN. THICKNESS EXISTING 6' DIA. METRO MANHOLE R10 -16 e:, -.o0 0 00 -..0. o° �o� oho 24" CLEAR OPENING RING & COVER TOP COURSE, 4" MIN. FINISH GRADE - n In 1 I. I.I ..... I �c ICI I.ItS I T.11 8" MIN TO 20" MAX PRECAST 4F' 10/09/92 - - -. EXISTING 42" DIA. METRO SEWER PIPE CONCRETE RINGS, CAST WITH GROOVE SO THAT SAFETY STEP MORTAR CAN BE FIELD INSTALLED PRECAST ECCENTRIC CONE 48" TO 24" OR REDUCING SLAB ON STRUCTURAL FILL I —:` / \ 12 OC //' --III= SHALLOW MANHOLE � PRECAST SECTION, INSTALL KOR -N -SEAL BOOT AROUND PROPOSED 8" DIA. PIPE. I I Imo; \ /� III= PRECAST BASE 2',3 OR 4' TALL PROPOSED 8" DIA. D.I. SEWER PIPE FORM SMOOTH SLOPING SEMI - CIRCULAR CHANNEL BOTTOM THAT DIRECTS FORCE SPACER -SKID BANDED TO PIPE MAIN DISCHARGE TO GRAVITY PIPE SMOOTHLY AND WITHOUT CREATING = 3.5% TURBULENCE. Ip SLOPE FORM SMOOTH SEMI- CIRCULAR CHANNEL II BOTTOM WITH CLASS D" CONCRETE lav/\O�Qn�M.� FOOTING BEDDING MATERIAL, 6" MIN. STABILIZATION MATERIAL TYPICAL 48" DIA. MANHOLE IF REQUIRED BY ENGINEER CO SCALE: 1" = 2' -0" BOT. ELEV. 24.00 (STRUCTURE) - - DEPTH .17.0' (APPROX.) - - - - - CONNECTION TO INV. ELEV. 3°.95' (8" INLET) 20 D . - ...... .......:....................... . .... . ........:.........:...INV. ELEV. 26.00' (WET WELL) - - ... .........:... CO METRO MANHOLE INV. ELEV. 37.17' (4" OUTLET) 0 -40 0 +00 0 +40 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 SCALE:'" = 2' -D" : REVISED TO CONFORM STATIONING NOTES TO CONSTRUCTION RECORDS ALL STATIONING USED IN THIS PROFILE INDICATE FEET ALONG THE ALIGNMENT OF THE SEWER PIPE. SEWER PROFILE ➢ H.p�� ,/�'� cz xasyrP RH2 ENGINEERING P.S. DATE THE STATIONS AND OFFSETS TO THE STRUCTURES SHOWN ON THE SITE PLAN ARE FOR THE SCALE HuRIZ 1" - 20' -0" RESTORE PAVEMENT AND SUBGRADE WITH SAME MATERIALS AND TO SAME THICKNESS. THE FINISH SURFACE ELEVATION DOES NOT DEVIATE FROM THE EXISTING SURFACE ELEVATION EXISTING 6' DIA. METRO MANHOLE R10 -16 e:, -.o0 0 00 -..0. o° �o� oho ALONG THE ALIGNMENT OF THE SEWER PIPE. SEE THE PROPOSED SITE PLAN FOR CHANGES IN GRADE AROUND THE LIFT STATION AND VAULT.Rec '°n° 6727 +sxx4£ } SIGNED. SIONAL - n In 1 I. I.I ..... I �c ICI I.ItS I T.11 4F' 10/09/92 - - -. EXISTING 42" DIA. METRO SEWER PIPE EXPIRES 8/2/94 FORM SMOOTH SLOPING SEMI - CIRCULAR CHANNEL IN BENCH. CORE DRILL HOLE THROUGH -' MANHOLE FOR KOR -N -SEAL BOOT. as "' � � INSTALL KOR -N -SEAL BOOT AROUND PROPOSED 8" DIA. PIPE. PROPOSED 8" DIA. D.I. SEWER PIPE SPACER -SKID BANDED TO PIPE = 3.5% SLOPE 36" CASING FILLED WITH CDF PLUG EXISTING FORCE MAIN PIPE WITH CONCRETE TO SEAL MANHOLE, PROVIDE SMOOTH FINISH IN SEWER CHANNEL. BOT. ELEV. 24.00 (STRUCTURE) - - DEPTH .17.0' (APPROX.) - - - - - CONNECTION TO INV. ELEV. 3°.95' (8" INLET) 20 D . - ...... .......:....................... . .... . ........:.........:...INV. ELEV. 26.00' (WET WELL) - - ... .........:... CO METRO MANHOLE INV. ELEV. 37.17' (4" OUTLET) 0 -40 0 +00 0 +40 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 SCALE:'" = 2' -D" : REVISED TO CONFORM STATIONING NOTES TO CONSTRUCTION RECORDS ALL STATIONING USED IN THIS PROFILE INDICATE FEET ALONG THE ALIGNMENT OF THE SEWER PIPE. SEWER PROFILE ➢ H.p�� ,/�'� cz xasyrP RH2 ENGINEERING P.S. DATE THE STATIONS AND OFFSETS TO THE STRUCTURES SHOWN ON THE SITE PLAN ARE FOR THE SCALE HuRIZ 1" - 20' -0" j -.s /O SCHEDULE A ONLY IA I I i I I Al I 1 I i I I I Y I I _ — I _ s s I A I 1 IA i 1 I Ii I I I I I SURVEY LAYOUT OF THE STRUCTURES AND DO NOT CORRESPOND TO THE ALIGNMENT ABOVE. THE FINISH SURFACE ELEVATION DOES NOT DEVIATE FROM THE EXISTING SURFACE ELEVATION - ALONG THE ALIGNMENT OF THE SEWER PIPE. SEE THE PROPOSED SITE PLAN FOR CHANGES IN GRADE AROUND THE LIFT STATION AND VAULT.Rec '°n° 6727 +sxx4£ } SIGNED. SIONAL - n In 1 I. I.I ..... I �c ICI I.ItS I T.11 4F' 10/09/92 - - -. I I [ENI It1 I- 01) 1153 I Inn 11.;; \Ilti'I'.S 1 -11t,1 I.,.t 0- 11 EXPIRES 8/2/94 j -.s /O SCHEDULE A ONLY IA I I i I I Al I 1 I i I I I Y I I _ — I _ s s I A I 1 IA i 1 I Ii I I I I I EXTERIOR FP MANHOLE POSI ITANK AT CENTER OF m ® #5 REBAR MATT CONCRETE TREMILE SEAL (7 SACK) © 1� 8.00• 2' II 1 �� Illl�a PIPING I��IIII- 2'- 104'x" o ow I CO3 J - 111IGI_ =.4� ACCESS HATCH FRAME DRAIN VIII PVC DRAIN PIPING ► TOLSUMP PIT. 7841 !(,F Tpp F (3) - 6' HIGH x 12' DIA. RISER CONCRETE SECTIONS C C04 O #5 REBAR MATT CONCRETE TREMILE SEAL (7 SACK) © 1� 8.00• 0 PIPING 6 -0 © 2' 1 ' CENTERLINE PIPING 2'- 104'x" ow CO3 15" DIA. SUMP PUMP ACCESS HOLE �FN pcNFTRgn ACCESS HATCH FRAME DRAIN PVC DRAIN PIPING TOLSUMP PIT. 7841 !(,F Tpp F PLAN VIEW 1„ = 2' -0„ NOTE: SEE DWG. E02 ELECTRICAL EQUIPMENT PLAN FOR ELECTRICAL AND CONTROL CONDUIT PENETRATIONS INTO CONCRETE MANHOLE TOP SLAB. 34.92 33.08' m - 5" STEEL CHANNEL, EPDXY COATED AND BONDED INTO TANK iui MATERIAL LEGEND 1 so ° STABILIZATION MATERIAL MIG III - -I NATIVE MATERIAL STRUCTURAL FILL WHERE REQUIRED 0 d �o` TOP COURSE °'. o j/ PAVEMENT STRUCTURE LEGEND m PRECAST CONCRETE VALVE VAULT, EQUAL TO UTILITY VAULT MODEL 675 -LA, PROVIDE 18" SQUARE BY 18" DEEP SUMP PIT AS SHOWN. ® 12 FOOT I.D. CIRCULAR CONCRETE MANHOLE, TWO RISER SECTIONS SHOWN, CONNECT MANHOLE RISER JOINT AND TOP SLAB AS DETAILED ON DWG. NO. C04, DETAIL A, TO PROVIDE BUOYANCY RESTRAINT OF FRO TANK. ® NOT USED ® 9 FOOT DIAMETER FIBERGLASS REINFORCED PLASTIC (FRP) TANK, SEE DWG. NO. UO3 FOR DETAILS. NOTE: THE CONCRETE MANHOLE, CONCRETE VAULT, FIBERGLASS TANK, AND ACCESS HATCHES ARE TO BE DESIGNED TO WITHSTAND THE SPECIFIED LOADS. EQUIPMENT LEGEND ® 4' -0" x 6' -0" DOUBLE ALUMINUM DIAMOND PLATE ACCESS DOOR EQUAL TO BILCO TYPE JD, DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1W" PVC DRAIN PIPE FROM FRAME ALONG TANK WALL TO BELOW INTERIOR GRATING. ENGINEERING CALCULATIONS SHALL BE PROVIDED TO SUBSTANTIATE H -20 LOAD RATING. ® REMOVABLE FRP GRATING AT TOP OF SUMP PIT TO SUPPORT 200 PSF. TOP OF GRATING TO BE FLUSH 'MTH FINISHED VAULT FLOOR. © 15" I.D. WATERTIGHT MANHOLE ACCESS COVER O FRP ACCESS LADDER, EQUAL TO EXTREN SERIES 625 SEE DETAIL B, DWG. NO. UO2 FOR POSITIONING AND MOUNTING DETAILS. ® ALUMINUM ACCESS LADDER, SEE DETAIL C, DWG. NO. UO2 FOR FABRICATION, POSITIONING, AND MOUNTING DETAILS. EXTERIOR OBLIQUE VIEW 1" - 4' -0" ,7 ° _r-/o ELEVATION VIEW CO3 1" = 2' -0" REVISED TO CONFORM SCHEDULE A ONLY TO CONSTRUCTION RECORDS TSCHEDULZ OF RENTON — 1992 LIFT STATION IMPROVEMENTS EL Xq� RH2 ENGINEERING P.S. DATE CHEDULE A: COTTONWOOD L.S. REPLACEMENT DWG NO. IQ. o. B: LAKE WASHINGTON L.S. #2 REHABILITATION 9P F Q03 1277.20 STRUCTURAL 16727 f tot i - 0 "')' . ° TER ♦ SIGNED R 1t -I, nVA 1 t I�le�. AND DE �IONAL� "``- '°- I� \(1 \Illti It I I, R\ H1D ... � `11 �� 11 , 10/6, /92 ('21110 "''" "II6 ADDENDUM 1 MLM ORE 10/0/92 ExalrzES a /z /ea s Sc IIATIS I'S I.na> 1�:t c11 CTNWD09 MLM DRE SHOWN AUG 09, 1994 24 1 5 OF 20 I i I 1 1 1 1 A I I 1 1 $ I I I A® A.— ® ® w I _ M -A i A I I IA I- I I- I® I I_ I I I Al FILL DEPRESSION WITH GROUT SEALER TO COVER ANCHOR BOLT AND PREVENT DEBRIS FROM FILLING HOLE NOTE: TANK /SLAB SEAL CONNECTION ALTERNATIVES MUST BE APPROVED BOLT AND WASHER TO BEAR B THE ENGINEER. AGAINST CONCRETE SLAB TOP OF PRECAST CONCRETE TOP SLAB FOR 12' DIA. LIFT STATION DEPRESSION TO CONCEAL TOP OF # ANCHOR BOLT, CONTRACTOR TO SIZE, BOLT SHALL NOT EXTEND ABOVE � o CONCRETE SLAB., D ' : v OR 1" DIA. SLEEVE FOR REMOVABLE 1, b ANCHOR BOLTS, CAST WITH CONCRETE SLAB THREADED FOR OR CIRCUMFERENCE OF STRUCTURE MANHOLE GASKET' (TYP. EACH JOINT) b,. ,- GROUT AS NECESSARY TO FILL GAPS (TYP.) RUBBER GASKET TO SEAL BETWEEN CONCRETE ` r AND FRP TANK ALONG CIRCUMFERENCE. DRILL HOLE IN CONCRETE WALL FOR INSTALLING HILTI HVA ADHESIVE ANCHOR SYSTEM Y4" DIA. ADHESIVE ANCHOR INSERT � b ',, ..�., '' ° �' y`= °` APPROX. 1' -6" ® 12" O.C., CIRCUMFERENCE OF STRUCTURE, EQUAL TO HILTI HVA ADHESIVE ANCHOR SYSTEM:^ INTERIOR WALL OF 9' DIA. FRP TANK, EXTERIOR WALL OF 12' I.D. TOP OF FRP TANK WALL TO BEAR AGAINST CONCRETE LIFT STATION RUBBERIZED GASKET AND SEAL CIRCUMFERENCE REMOVABLE TOP SLAB CONNECTION CO3 TANK /SLAB SEAL CO3 SCALE: 1" = 6" SCALE: 1" = 6" W' STEEL PLATE CONNECTION, 16 PLATES EQUALLY SPACED AROUND PERIMETER, COAT PLATE WITH COAL TAR EPDXY BEFORE INSTALLATION JOINT BETWEEN MANHOLE SECTIONS S -6" 2" B" B" grog 1' -2" In -W' DIA. EXPANSION BOLT, EQUAL TO HILTI S.S. KWIK BOLT 11, KBI1304SS34 -434 EMBEDMENT DEPTH PER MANUFACTURER'S REQUIREMENTS TO DEVELOP FULL STRENGTH OF BOLT MANHOLE GASKET (TYP. EACH JOINT) 6 „`', �- INTERIOR WALL OF 12' I.D. PRECAST CONCRETE LIFT STATION, WALL REINFORCEMENT NOT SHOWN 2„ �o Yl ±,...; —L2' Ij MANHOLE JOINT CONNECTION C13 CO3 SCALE: 1” = 6" REVISED TO CONFORM TO CONSTRUCTION RECORDS .e�iJis�lLG /®PE �l�s RH2 ENGINEERING P.S. DAffE GRATING OBLIQUE a q F q 16727 �`D�+sTSREOx SIGNED: Sroxnt 10109192 EXPIRES 8/2/96 FRP LADDER CONNECTED TO CONCRETE TOP SLAB AND GRATING FRAME, SEE DETAILS DWG. NO. UO2 1 ,. 1• 1 (2) Y2" DIA. FRP BOLTS AND NUTS, EACH LEG OF ANGLE, EQUAL TO FIBERBOLT 4 "x4 "xY8" FPR ANGLE, EACH SIDE 16x3xY4 BEAM, COPE FLANGES AT ENDS W 6x6xYe BEAM GRATING PLAN SCALE: 1" = 2' -0" 2 "x2" SQUARE x2" THICK FRP MOLDED GRATING, EQUAL TO CHEMGRATE, SECURE TO SUPPORT FRAME WITH S.S. CLIPS AT 12" O.C. EXCEPT WITHIN RFMOVARI F SFCTION 1' 4 "x4 "x3'e" FRP ANGLE MOLDED INTO TANK WALL AROUND INTERIOR CIRCUMFERENCE D GRATING CONNECTIONS coo SCALE: 1" = 4" 9' -0" DIA. FRP TANK AND SLEEVES 2 "x2 "x Y4" FRP ANGLE, FULL LENGTH OF BEAM, SECURE TO TOP FLANGE OF BEAM WITH EPDXY, ;TYP. EACH SIDE OF GRATING) 3' -0" x 4' -0" REMOVABLE FRP GRATING TO FIT BETWEEN AND MATCH LEVEL OF ADJACENT SECURED GRATING FRP GRATING, CUT TO FIT AGAINST TANK WALL CUT FRP BEAM TO FIT AGAINST TANK WALL (TYP.) GRATING NOTES: SEAL ALL CUT FIBERGLASS EDGES ALL FIBERGLASS BEAMS TO BE EXTREN 625 OR EQUAL. CUT GRATING AND BEAMS TO FIT AGAINST TANK WALL (2) 1/2" DIA. FRP BOLTS AND NUTS, EQUAL TO FIBERBOLT, EACH SIDE OF BEAM WEB CENTERED WITHIN BEAM FLANGE 9' -0" DIA. FRP TANK WALL ,S -- - (o SCHEDULE A ONLY ^I A .I_ _I^ -I I— -I. A -I— -I_ ^I^ J— j I I IA 11 I — A 1 A I I -I— 1- -1 -I ® I 1 ® .. _ _ ®_ _sue® ® as CONCRETE MANHOLE SEE DWG. NO CO3 FIBERGLASS TANK SEE DWG. NO UO3 IN P LEVEL SET POIN HIGH LEVEL ALARM LAG START ?S LEAD START & -29 LEAD /LAG STOP LOW LEVEL ALARM WET WELL BOTTOM BOTTOM OF STRUCTURE REVISED TO CONFORM TO CONSTRUCTION RECORDS fV RH2 ENGINEERING P.S. /DATE ti Re H. a9 R 167v o sre0 SIGNED: xn1. 10109192 E %PIKES B/2/96 R.T1111 V4" PIPING LEGEND 0 1Yz" DIA. PIPING, ROUTE COPPER PIPING FROM VAULT SUMP PUMP TO MANHOLE WALL, USE PVC PIPING INSIDE WET WELL. END DISCHARGE 4 FEET ABOVE FLOOR OF WET WELL. SECURE PIPE TO GRATING SUPPORT FRAME WITH PIPE HANGER. �B HYDRAULIC SEALING FLANGE WITH RUBBER DIAPHRAGM SEALING GASKET I © 4" DI 90° LONG RADIUS DISCHARGE BASE BEND (FLxFL) WITH BASE PLATE AND S.S. FASTENERS OD 4" DI 90' BEND (FLxFL) QE 8" DI INLET PIPE FROM SADDLE MANHOLE QF 4" FLANGE COUPLING ADAPTER © 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) QH 4" GATE VALVE (FLxFL) C) DI TEE (FLxFLxFL) Q NOT USED K� 4" COUPLING (PExPE) © 4" DI SPOOL (FLxFL), LENGTH = 26" QM 4" DI SPOOL (FLxPE), APPROX. LENGTH = 41" ON 4" DI SPOOL (FLxPE), APPROX. LENGTH = 84" QO 4" DI SPOOL (FLxPE), APPROX. LENGTH = 31" © 4" DI SPOOL (FLxPE), APPROX. LENGTH = 47" Q 4" DI SPOOL (FLxPE), APPROX. LENGTH = 11" ® 4" DI SPOOL (FLxPE), APPROX. LENGTH = 32" QS 1Yz" COPPER UNION QT 11x2" COPPER SWING CHECK VALVE �U 1Y2" COPPER GATE VALVE OV 15" DIA. x 12" SCH. 40 PVC PIPE SHAFT FOR SUMP PUMP PIT. PREVENT HIGH DENSITY FILL FROM ENTERING PIT AREA. © (2) 5/6" DIA. TIE RODS, EMBED IN CONCRETE BLOCKING OUTSIDE VAULT WHERE SHOWN. �X 4'4" HOSE BIB, 2' -0" ABOVE VAULT FLOOR. QY ADJUSTABLE PIPE SUPPORT, BOLT TD FLANGE, EQUAL TO STANDON. OZ NOT USED ® SEE DWG. NO. CO2 FOR CONTINUATION OF FORCE MAIN. EQUIPMENT LEGEND (1 SUBMERSIBLE NON -CLOG SEWAGE PUMP, SEE PUMP BASE CONNECTION DETAILS ON DWG. NO. UO3, DETAIL D. Q2 PUMP REMOVAL RAIL SYSTEM WITH PUMP CARRIER GUIDE BRACKET AND LIFTING CHAIN. ATTACH LIFTING CHAIN TO PUMP CARRIER GUIDE BRACKET AT ONE END AND HOOK TO TOP SLAB OF WET WELL AT OTHER END. PROVIDE 3' -0" OF SLACK CHAIN. SECURE RAILS TO TOP SLAB AND GRATING FRAME WITH S.S. FLAT BAR, ANGLES, AND BOLTED CONNECTIONS. �l SUMP PUMP, EQUAL TO PACO PIP #7020 ® LEVEL TRANSDUCER AND FLOAT SWITCHES SUPPORTED FROM RACK ATTACHED TO I -BEAM. PROVIDE PROPER CLEARANCE FOR LEVEL TRANSDUCER AND FLOAT SWITCHES TO OPERATE CORRECTLY. �5 50 FEET OF N" FLEXIBLE HOSE AND NOZZLE ON WALL MOUNTED RACK. I © LIQUID LEVEL FLOAT SWITCHES, ATTACH TO SUMP DISCHARGE PIPE FOR REMOVAL WITH SUMP PUMP. SUGGESTED INSTALLATION SEQUENCE OF FRP TANK INTO CONCRETE MANHOLE: 1.) CONCRETE MANHOLE TO BE ASSEMBLED WITHOUT TOP SLAB IN PLACE, INLET PIPE TO BE INSTALLED IN CONCRETE MANHOLE. 2.) SET A MINIMUM OF THREE SUPPORT POINTS ON BOTTOM OF CONCRETE MANHOLE TO ELEVATION THAT WILL INSURE CORRECT VERTICAL POSITIONING OF FRP TANK. 3.) POSITION TREMIE TO ALLOW HIGH DENSITY FILL (HDF) TO BE PLACED UNDER FRP TANK. 4.) ATTACH VISQUEEN TO BOTTOM OF FRP TANK TO PROVIDE BOND BREAKER. 5.) SET SUMP PUMP PIT SHAFT INTO POSITION. 6.) SET FRP TANK INTO POSITION IN OPEN CONCRETE MANHOLE, SLIDE OPENING IN FRP TANK OVER INLET PIPE, SET FRP TANK ON SUPPORT POINTS AND SECURE IN HORIZONTAL POSITION. 7.) FILL BOTTOM OF CONCRETE MANHOLE WITH HDF, CONSOLIDATE, CHECK TANK ELEVATION AND ALIGNMENT, ADJUST IF NECESSARY, ALLOW HDF TO HARDEN. SCHEDULE A ONLY CITY (1F RRNTON - iQQ9 TTFT .4TATT1N TAAPRf ii r r r r t �i e r T y r r r ® ® I — — �Y i i i 1 g r i ii l 1 i i i PUMP BASE PLATE ANCHOR BOLTS, SIZE, QUANTITY AND LOCATION PER PUMP MANUFACTURER 4 "x4 "x1/4" ANGLE MOLDED INTO TANK WALL ON THE INTERIOR CIRCUMFERENCE BOTTOM CORNER OF SLOPING TANK FLOOR C UO3 NOTE: NOTE: FRP TANK NOTES: PROVIDE SIMILAR BOOT SEAL CONNECTION PENETRATION SEAL •1 ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD PROVIDE NON —SLIP SURFACE ON FLOOR FOR SUMP PUMP DISCHARGE PIPING. MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF AND SLOPING SIDE OF TANK BOTTOM. I INSTALLATION AND REMOVAL OF PIPE SPOOL 12" DIA. x 8" FRP STUB END � SHOWN IS INTENDED TO BE PERFORMED FROM CONCRETE WALL WITH GROUT. FLANGE BOLT TO BACKING FLANGE WITHIN THE FRP TANK. WITH STAINLESS STEEL BOLTS. 1' 1 OUTLET PIPE, APPROX. 2'-0" LONG 4" 90* BEND TO BE CONNECTED 9' -0" DIA. FRP TANK WALL PLACE GASKET BETWEEN FLANGES 10" DIA. x 12" LONG FRP OUTLET PIPE SLEEVE MOLDED aq F INTO TANK WALL (TYP. OF 2) SEE DETAIL A, DWG. NO. UO3 4" DIA. x 10" DIA. CUSTOM PULL —ON END SEAL, EQUAL TO PIPE SEAL & INSULATOR, THREADED HOLES IN FLANGE, 1" WIDE STAINLESS STEEL CLAMPS, EACH SIDE OF END SEAL TO PROVIDE ' MODEL C VAULT SIDE ONLY (TYP. OF 2) WATERTIGHT CONNECTION / 1" WIDE STAINLESS STEEL CLAMPS, OF ND SEAL � \\ �� 4" DIA. D.I. FORCE MAIN PIPE - 3 DIA. FRP - SLEEVE -FOR SUMP PUMP DISCHARGE PIPING, . SEE MECHANICAL PLAN, DWG. NO. MOI 10" DIA. x 12" LONG FRP OUTLET PIPE SLEEVE MOLDED INTO TANK WALL (TYP. OF 2) 4 1'x4 "xV2" ANGLE MOLDED NTO TANK WALL, FOR GRATING FRAME STRUCTURAL SUPPORT FIBERGLASS TANK GASKET BETWEEN FLANGES PUMP PAD DISTRIBUTION PLATE, MOLDED INTO BOTTOM OF TANK, AN VIEW ANCHOR BOLT LOCATIONS TO BE DETERMINED BY PUMP MANUFACTURER SCALE: 1" = 2' -0" 1 1 1• SCHEDULE TOATION1 IMPROVEMENTS FRP TANK NOTES: � � PENETRATION SEAL •1 ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD aoB No. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF 1277.20 4" DIA. D.I. (FLxFL) FORCE MAIN FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED. CONCRETE WALL WITH GROUT. ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE 1' 1 OUTLET PIPE, APPROX. 2'-0" LONG 4" 90* BEND TO BE CONNECTED F aq F 1 / 16727 gBC15T8R p OVAL ® DIA. D.I. FROM SADDLE MANHOLE, SEAL PENETRATION THROUGH ' 10109192 a S([I': \71511 ( -I1 (,) I...t ll.'.II EXPIRES 8/2/96 CONCRETE WALL WITH GROUT 1• ' 1 1 : ,•i { 1 I C_yl ••1 1 CUSTOM 1 + I f f s 7ND SEAL, SEE DETAIL A, 1WG. NO. UO3 z ••1 1 1 a 1.1 1 INTO WALL OF TANK. ,�„?. -.�. ........ 5 a. ..:, - 3 DIA. FRP - SLEEVE -FOR SUMP PUMP DISCHARGE PIPING, . SEE MECHANICAL PLAN, DWG. NO. MOI 10" DIA. x 12" LONG FRP OUTLET PIPE SLEEVE MOLDED INTO TANK WALL (TYP. OF 2) 4 1'x4 "xV2" ANGLE MOLDED NTO TANK WALL, FOR GRATING FRAME STRUCTURAL SUPPORT FIBERGLASS TANK GASKET BETWEEN FLANGES PUMP PAD DISTRIBUTION PLATE, MOLDED INTO BOTTOM OF TANK, AN VIEW ANCHOR BOLT LOCATIONS TO BE DETERMINED BY PUMP MANUFACTURER SCALE: 1" = 2' -0" 1 1 1• SCHEDULE TOATION1 IMPROVEMENTS FRP TANK NOTES: � � ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD aoB No. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF 1277.20 r !' FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED. DETAILS ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE 1' 1 ENGINEER PRIOR TO PROJECT ACCEPTANCE. aq F 1 / 16727 gBC15T8R p OVAL SIGNED : nsua t nai NI:. l I)0 la nna E NGTN I S I.c IrIu 10109192 a S([I': \71511 ( -I1 (,) I...t ll.'.II EXPIRES 8/2/96 1 ••1 1 1 I 1 � 1• FIBERGLASS TANK OBLIQUE VIEW (CUT AWAY) N.T.S SCHEDULE TOATION1 IMPROVEMENTS FRP TANK NOTES: SCHEDULE A: COTTONWOOD L.S. REPLACEMENT ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD aoB No. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF 1277.20 FIBERGLASS TANK FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED. DETAILS ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE ENGINEER PRIOR TO PROJECT ACCEPTANCE. aq F 16727 gBC15T8R p OVAL SIGNED : nsua t nai NI:. l I)0 la nna E NGTN I S I.c IrIu 10109192 a S([I': \71511 ( -I1 (,) I...t ll.'.II EXPIRES 8/2/96 8" DIA. x 12" DIA. CUSTOM PILL END SEAL, EQUAL TO PIPE SEAL 9' -0" DIA. FRP TANK WALL & INSULATOR, MODEL C B B INLET CONNECTION M01 UO3 OBLIQUE VIEW N.T.S GASKET MATERIAL TO PROVIDE FIRM DUAL GUIDE RAIL PER PUMP MANUFACTURER CONTACT BETWEEN PLATE AND TANK, MATERIAL SHALL NOT DECAY FROM PUMP BASE PLATE S.S. ANCHOR BOLT & NUT, CONTACT WITH SEWAGE. ATTACHED TO STEEL SUPPORT PLATE, SIZE, QUANTITY AND LOCATION PER PUMP MANUFACTURER PUMP BASE PLATE PER PUMP MANUFACTURER SEAL PERIMETER OF PLATE AFTER FINAL PUMP ADJUSTMENT NON —SLIP SURFACE ON FLOOR AND SLOPES OF TANK BOTTOM 4' -0" x 5' -0" x Y4" THICK STEEL SUPPORT PLATE, MOLDED INTO TANK BOTTOM UNDER PUMP BASE PLATE (FOR DISTRIBUTING WEIGHT OF PUMPS OVER TANK BOTTOM) BOTTOM OF FRP TANK D D PUMP BASE CONNECTION M01 UO3 SCALE: 1" — 4" S �/® SCHEDULE TOATION1 IMPROVEMENTS CITY OF ENTON — 92 LIFT SCHEDULE A: COTTONWOOD L.S. REPLACEMENT DWG No. aoB No. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION D03 1277.20 FIBERGLASS TANK DETAILS CTNWD06 I DAD I DRE 1 SHOWN AUG 11, 1994 8 of 20 I I A+ I i m To EXISTING VAULT MOUNTED UTILITY TRANSFORMER ,Y4 "x8' COPPERCLAD STEEL .GROUND. RODS. SEE EQUIPMENT ENCLOSURE DETAIL FOR LOCATION CONDUIT AND CONDUCTOR ; Ol 1 Y2 "C, 4 #4 ( #6 BARE COPPER GROUND ELECTRODE O3 4 #4 _ O 4 #4 OS 4 #4, 1 #8 GROUND O NOT USED O NOT USED O8 2 #12, 1 #12 GROUND O NOT USED 10 2 #12, 1 #12 GROUND 11 NOT USED 12 2 #16 13 2" PVC; CABLE PROVIDED BY TELEPHONE UTILITY 14 34 "C, 2 #12, 1 #12 GROUND 15 34 "C, 2 PAIR TWISTED SHIELDED, 2 #12, 1 #12 GROI 16 1 "C 12 #14 (4 AS SPARE) 17 3S"C, 3 #12, 1 #12 GROUND 18 1"C, 7 #12, 6 #14, 1 #12 GROUND 19 1 "C, 4 #12, (2 AS SPARE) 10 #14 (4 AS SPARE) 1 20 1 "C, TRANSDUCER JACKETED CABLE 21 1Y2 "C, (2) JACKETED FLOAT CABLES 22 lY2 "C, (2) JACKETED FLOAT CABLES 23 1Y2 "C, PUMP NO. 1 JACKETED CABLE 24 1Y2 °C, PUMP NO. 2 JACKETED CABLE 25 1 "C, SUMP PUMP SP -1 JACKETED CABLE 26 1 °C, 2 #12, 6 #14, 1 #12 GROUND 27 Y2 "C, 4 #14 28 Y2 "C, 2 #14 29 Y2 "C, 2 #12 1 #12 GROUND SYMBOL LEGEND O RACEWAY LABEL - SEE CONDUIT AND CONDUCTOR ' O EQUIPMENT LABEL - SEE ELECTRICAL SITE PLAN AN ON DWG. E02. 60A K OWH 3P I KIRKKEY 600 AMP BUS I I I A I I TY 'H I i II NOTE: ELECTRICAL FOR SCHEC FOR DETAIL SCHDULE E 10 MIL VAP01 12' STRU Sl MATE ^ ELECTRICAL ENCLOSURE SECTION I i i X If I I i Y i I I x i A� --I 8" MOUNT LIGHT FIXTURE SO THAT LIGHT GRAY POLYESTER FINISH COATING. EQUAL TO SIEMENS MK404. IS DIRECTED AT THE WET WELL AND SERVICE DISCONNECT SWITCH ©UTILITY VALVE VAULT AND NOT TOWARD THE VANDAL GUARD SCREEN OVER GLASS. EQUAL TO CIRCLE AW MODEL 117TB. 12 "W,24 "H,5 "D. ADJACENT RESIDENTS AND BUSINESSES. 8' -6" EQUAL TO CROUSE HINDS NO. AR1048. OE I I E1 REVISED TO CONFORM LOCAL PUMP CONTROL PANEL ;III © TO CONSTRUCTION RECORDS OH TELEMETRY SECTION OI TELEPHONE UTILITY TERMINATION SECTION, PER U.S. WEST REQUIREMENTS. J K NOT USED L1 RH2 ENGINEERING P.S. ' DATE ZERO DEGREE BALLAST. _ LOCAL PUMP CONTROL PANEL WITH PUMP CONTROL SWITCHES LEVEL TRANSDUCER ELECTRONICS PANEL, GFCI RECEPTACLE, YARD LIGHT KEY SWITCH AND WET WELL LIGHT SWITCH. WET WELL ACCESS HATCH ABOVE POWER FACTOR BALLAST, POLYCARBONATE VANDAL SHIELD. EQUAL TO STONCO LIGHTING MODEL NO. SCHEDULE A ONLY. SYMBOL LEGEND SEE DETAIL C, THIS SHEET. LS —LIMIT SWITCH I LIMIT SWITCH LOCATED I 20 ON CHECK VALVE ARM GLOBE, AND GUARD. FURNISHED WITH 150 WATT, P2 -25, 2500 HOUR, EXTENDED SERVICE LAMP. I (TYPICAL OF (2) KS — KEY SWITCH FOR INTRUSION ALARM ( OF — LEVEL FLOAT SWITCH I I l `y LOCAL CONTROL PANEL ENCLOSURE AT PUMP STAHON — NEMA 4X FIBERGLASS, 24 "W,30 "H,12 "D, VALVE VAULT O — MOTOR I ELECTRONICS, GFCI RECEPTACLE, YARD LIGHT SWITCH, AND PUMP CONTROL STATIONS. FURNISH �- INTRUSION ALARM 8" I I L3 M ON 2 LS LIMIT SWITCH FORCE MAIN M 5' -0" I PRIMARY TRANSFORMER CIRCUIT BREAKER M #1 LS LOW — VOLTAGE TRANSFORMER — 10KVA, 480- 120/24OV, SINGLE PHASE — WEATHER PROOF RECEPTACLE I OS NOTE: FOR SCHEDULE B, MOUNT SWITCH LS I STUB CONDUIT DOWN 6" BELOW FOR YARD LIGHT IN ELECTRICAL ENCLOSURE CEILING, PROVIDE PLASTIC BUSHING / WEATHER PROOF AND ROUTE WIRE FROM SWITCH TO LIGHT \ \ �� RECEPTACLE END OF CONDUIT AROUND CABLES. (TYPICAL OF 6 LOCATIONS.) \ / INSIDE OF LIGHT POLE. 4' -0" N N OF CONCRETE MANHOLE TOP SLAB. N N MOTOR CONTROL CENTER CONDUITS TO ABOVE GRADE 2' -6" CONDUITS 20,15,19 — SCHEULE A ONLY. ELECTRICAL EQUIPMENT ENCLOSURE SEE DWG. CO2 FOR CONTINUATION GRC COUPLING FOR CONNECTING \ — — — — — — — — — — — — — — — — ll� �� ---- - - - - -- --- - - - - -i CONDUIT FROM HANDHOLE TO —_ -- —--- - - - - -- \� _ _ _ _ _ _ _ _ _ _ _ —_� CONDUIT CASTED IN TOP SLAB. i. -- - - -- - - - - -- — — — — — — — — — — i 18 17 16 15 19 24 "x18 %15" CONCRETE 20 15 19 POSITION WITHIN RAISED AREA OF PROPOSED PAVEMENT AS SHOWN ON SHE PLAN DWG. NO. CO2. ELECTRICAL SITE PLAN D H.p� ti p$ CT --I 8" ENCLOSURE — NEMA 3R, DOUBLE DOOR, FREE STANDING, 80 "W,79 "H,30 "D. ANSI 61 GRAY POLYESTER FINISH COATING. EQUAL TO SIEMENS MK404. BO SERVICE DISCONNECT SWITCH ©UTILITY METER ENCLOSURE — NEMA 3R, 60OV, 100A, WITH TEST BY —PASS FACILITIES AND METAL VANDAL GUARD SCREEN OVER GLASS. EQUAL TO CIRCLE AW MODEL 117TB. 12 "W,24 "H,5 "D. }III= ELECTRICAL ENCLOSURE - PLAN CONNECTION RECEPTACLE — 60OV, 100A, 4 —POLE, 3 —WIRE, THREADED CAP, WEATHERPROOF. EQUAL TO CROUSE HINDS NO. AR1048. OE I I E1 REVISED TO CONFORM O ;III © TO CONSTRUCTION RECORDS OH TELEMETRY SECTION OI TELEPHONE UTILITY TERMINATION SECTION, PER U.S. WEST REQUIREMENTS. J K NOT USED L1 RH2 ENGINEERING P.S. ' DATE ZERO DEGREE BALLAST. _ LOCAL PUMP CONTROL PANEL WITH PUMP CONTROL SWITCHES LEVEL TRANSDUCER ELECTRONICS PANEL, GFCI RECEPTACLE, YARD LIGHT KEY SWITCH AND WET WELL LIGHT SWITCH. WET WELL ACCESS HATCH ABOVE POWER FACTOR BALLAST, POLYCARBONATE VANDAL SHIELD. EQUAL TO STONCO LIGHTING MODEL NO. POLE WITH YARD LIGHT & CONTROL PANEL SYMBOL LEGEND SEE DETAIL C, THIS SHEET. LS —LIMIT SWITCH I LIMIT SWITCH LOCATED I 20 ON CHECK VALVE ARM GLOBE, AND GUARD. FURNISHED WITH 150 WATT, P2 -25, 2500 HOUR, EXTENDED SERVICE LAMP. I (TYPICAL OF (2) KS — KEY SWITCH FOR INTRUSION ALARM ( OF — LEVEL FLOAT SWITCH I I l `y LOCAL CONTROL PANEL ENCLOSURE AT PUMP STAHON — NEMA 4X FIBERGLASS, 24 "W,30 "H,12 "D, VALVE VAULT O — MOTOR I ELECTRONICS, GFCI RECEPTACLE, YARD LIGHT SWITCH, AND PUMP CONTROL STATIONS. FURNISH �- INTRUSION ALARM O — JUNCTION BOX I I L3 M ON 2 LS LIMIT SWITCH FORCE MAIN O — TRANSDUCER I PRIMARY TRANSFORMER CIRCUIT BREAKER M #1 LS LOW — VOLTAGE TRANSFORMER — 10KVA, 480- 120/24OV, SINGLE PHASE — WEATHER PROOF RECEPTACLE I OS PHASE FAIL RELAY SECTION LS I STUB CONDUIT DOWN 6" BELOW I CEILING, PROVIDE PLASTIC BUSHING / WEATHER PROOF AND PACK PERMAGUM SEAL IN \ \ \ �� RECEPTACLE END OF CONDUIT AROUND CABLES. (TYPICAL OF 6 LOCATIONS.) \ / / INLET PIPE ROUTE CONDUITS ACROSS CENTER N N OF CONCRETE MANHOLE TOP SLAB. N N CONDUITS TO ABOVE GRADE POSITION CONDUITS 6" OUT FROM EDGE OF SLAB FOR CONNECTION. \ �\ ELECTRICAL EQUIPMENT ENCLOSURE SEE DWG. CO2 FOR CONTINUATION GRC COUPLING FOR CONNECTING \ — — — — — — — — — — — — — — — — ll� �� ---- - - - - -- --- - - - - -i CONDUIT FROM HANDHOLE TO —_ -- —--- - - - - -- \� _ _ _ _ _ _ _ _ _ _ _ —_� CONDUIT CASTED IN TOP SLAB. i. -- - - -- - - - - -- — — — — — — — — — — i 18 17 16 15 19 24 "x18 %15" CONCRETE HANDHOLES (TYPICAL OF 3) CONDUITS TOP TO BOTTOM POSITION WITHIN RAISED AREA OF PROPOSED PAVEMENT AS SHOWN ON SHE PLAN DWG. NO. CO2. ELECTRICAL SITE PLAN D H.p� ti p$ CT m Ls i 16727 R° 1 SIGNED' . ,n� B fs Eag II IIII I nu �.I'.. F;\(1\I I1<ti S I.. Il I1 ",A L�, Itldo_ 1 I cl, 11 \ itf(1 V ANNE' t ut1 l"m II[VI 0 ADDENDUM 1 10/07/92 - St ii -.'N I I�S'IR Coll[;) 15:1 I I I EXPIRES 8/2/96 '- PROVIDE PLASTIC BUSHING AT POLE PENETRATIONS. (TYPICAL) LIGHT WRING 12'_0" ALUMINUM SUPPORT STkJT WITH STAINLESS STEEL HARDWARE, UNISTRUT # PIOOORA. 4" SQUARE ALUMINUM POLE WITH NATURAL FINISH SURFACE ° jam/? BASE PLATE STRUCTURAL FILL (4) 1" BNC GALVANIZED STEEL 2' 0° ANCHOR BOLTS WITH NUTS & MIN. WASHERS. 24" MINIMUM LENGTH CONCRETE FOUNDATION EMBEDMENT INTO FOUNDATION. YARD LIGHT ELEVATION 1„ = 2,_0„ 0 ELECTRICAL EQUIPMENT SCHEDULE OEQUIPMENT ENCLOSURE — NEMA 3R, DOUBLE DOOR, FREE STANDING, 80 "W,79 "H,30 "D. ANSI 61 GRAY POLYESTER FINISH COATING. EQUAL TO SIEMENS MK404. BO SERVICE DISCONNECT SWITCH ©UTILITY METER ENCLOSURE — NEMA 3R, 60OV, 100A, WITH TEST BY —PASS FACILITIES AND METAL VANDAL GUARD SCREEN OVER GLASS. EQUAL TO CIRCLE AW MODEL 117TB. 12 "W,24 "H,5 "D. OGENERATOR CONNECTION RECEPTACLE — 60OV, 100A, 4 —POLE, 3 —WIRE, THREADED CAP, WEATHERPROOF. EQUAL TO CROUSE HINDS NO. AR1048. OE GENERATOR CIRCUIT BREAKER — 60A, KIRK KEY INTERLOCK WITH MAIN CIRCUIT BREAKER E1 MAIN UTILITY CIRCUIT BREAKER — 60A, KIRK KEY INTERLOCK WITH GENERATOR CIRCUIT BREAKER O LIGHTING PANEL BOARD — 10KVA, 480- 120/240V © CONTROL EQUIPMENT SECTION OH TELEMETRY SECTION OI TELEPHONE UTILITY TERMINATION SECTION, PER U.S. WEST REQUIREMENTS. J K NOT USED L1 FLUORESCENT LIGHT FIXTURE — 4'L,6 "H,7 "D, SINGLE LAMP GASKETED WITH ACRYLIC LENS AND 120V ZERO DEGREE BALLAST. HIGH PRESSURE SODIUM FLOODLIGHT — 15OW DIFFUSE LAMP, DIE CAST ALUMINUM HOUSING, 120V HIGH L2 POWER FACTOR BALLAST, POLYCARBONATE VANDAL SHIELD. EQUAL TO STONCO LIGHTING MODEL NO. SLA150LXL- 12OV— SL552— P110A. CEILING MOUNTED INCANDESCENT FIXTURE — EXPLOSION PROOF, CLASS 1, DIVISION 1, JUNCTION BOX, GLOBE, AND GUARD. FURNISHED WITH 150 WATT, P2 -25, 2500 HOUR, EXTENDED SERVICE LAMP. L3 EQUAL TO CROUSE HINDS NO. EVCX210. PROVIDE ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. LOCAL CONTROL PANEL ENCLOSURE AT PUMP STAHON — NEMA 4X FIBERGLASS, 24 "W,30 "H,12 "D, ENCLOSURE WITH HINGED QUICK LATCHING DOOR, CONTAINING WET WELL LEVEL TRANSDUCER OM ELECTRONICS, GFCI RECEPTACLE, YARD LIGHT SWITCH, AND PUMP CONTROL STATIONS. FURNISH WITH MOUNTING PANEL AND STAINLESS STEEL LOCKING HASP. EQUAL TO HOFFMAN MODEL NO. A- 3— H2412GQRLP (ENCLOSURE), A -3OP24 (PANEL). ON PUMP 1, MOTOR STARTER EQUIPMENT AND PANEL DEVICES Ni PUMP 2, MOTOR STARTER EQUIPMENT AND PANEL DEVICES Op PRIMARY TRANSFORMER CIRCUIT BREAKER Op SECONDARY TRANSFORMER CIRCUIT BREAKER O LOW — VOLTAGE TRANSFORMER — 10KVA, 480- 120/24OV, SINGLE PHASE ® INTRISICALLY SAFE RELAY SECTION OS PHASE FAIL RELAY SECTION '%HEDULE A & d '15 CITY OF RENTON - 1992 LIFT STATION IMPF INSULATED ENCLOSURE WITH LOCK, HEAT SOURCE, AND DRAIN PORTS. EQUAL TO LOK BOX, MODEL #.75, Ya" DIA. REDUCED PRESSURE BACKFLOW CENTER ENCLOSURE OVER PIPING PREVENTER EQUAL TO FEBCO MODEL 825YA ANGLE PATTERN HIGHWAY RIGHT OF WAY PRIVATE PROPERTY AIR GAP DRAIN, Ya" DIA. ISOLATION VALVE, EACH SIDE ROUTE TO DRAIN PORTS CORPORATION STOP EQUAL TO FORD TAPERED THREAD (CC) "xl7Y2" N" DIA. "Y" STRAINER PACK JOINT (F 1000) WATER METER TO BE SUPPLIED BY CITY 11Y2 CONCRETE METER BOX WITH Yi6" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER SEAL CO. FINISH GRADE iD METER BOX ANCHOR ENCLOSURE TO 22Y2' / 9" / \/ \ \ \\ \/j\�j/ / /� \� 36" MINIMUM DEPTH PAD WITH UNDISTURBED (4) S.S. Y2" BOLTS 12" MIN. NOTES: NATIVE MATERIAL POSITION ENCLOSURE LID TO FULLY OPEN NEAR FENCE AND ELECTRICAL ENCLOSURE. 'ice III III III III _X °, °p ° - = =X°— '111= III�II III- HEAT SOURCE TO PROTECT PIPING INSIDE 11 Ill =1 11J1 I I� III I Imo' EXISTING WATER MAIN Ya" DIA. TYPE "K" FORD COPPERSETTER VH 172 -15W II III III —I ENCLOSURE FROM FREEZING TO —30' F. -III— III —III IIH / / \/� \ /\Z /\ ' /� /\ / \\/j`— IIHI —III�I \�i / �'- PROVIDE PADLOCK AND 2 KEYS. —III II— /� / ( ) SOFT COPPER TUBING LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK III \ \II�IIIII. OF WATER MAIN TO PROVIDE JOINT WITH GRIPPER, PADLOCK WINGS ON KEY VALVE, SINGLE CHECK VALVE CONNECT TO BACKFLOW PREVENTER SLACK IN COPPER SERVICE LINE TO METER. ON OUTLET, ALL PACK JOINT FITTINGS 24" DEEP X CONCRETE PAD 30" WIDE X 4" THICK WITH 6" X 6" W1.4 SN.!+LL BE GRIPPER. X W1.4 WWF, CENTER PAD AROUND PIPING WATER SERVICE CONNECTION WATER METER PIPE TO VALVE VAULT PIPE FROM WATER METER CO C12 NTS CO C72 NTS REDUCED PRESSURE 3 3 � C12 BACKFLOW PREVENTER NTS 1 6" ACCESS HATCH, SHOWN IN UPRIGHT POSITION, ACCESS HATCH, SHOWN IN UPRIGHT POSITION, SEE :: ^W. NO. M01 FOR HATCH DETAILS I SEE DWG. NO. M01 FOR HATCH DETAILS I ALUMINUM ACCESS LADDER WELDED TO REPLACE TRENCH WIDTH WITH ASPHALT PAVEMENT, 4" MIN. STRUCTURAL FILL E UNDERSIDE OF ACCESS HATCH DOOR, MATCH ALIGNMENT OF LADDER BELOW ALUMINUM ACCESS LADDER WELDED TO WARNING TAPE, PROVIDE PVC PIPE TO ROUTE HATCH DRAIN —6" UNDERSIDE OF ACCESS HATCH DOOR, , MATCH ALIGNMENT OF LADDER BELOW SAWCUT EXISTING PAVEMENT 4' -0" 2' -0" APPLY TACK COAT TO EDGE EDGE TO EDGE �{ 12" ABOVE CONDUIT INTO LIFT STATION BELOW GRATING ANTI —SLIP FRP LADDER RUNG ®12' O.C. PRIOR TO PLACING - FRP LADDER RAIL, EACH SIDE NEW PAVEMENT 41.00' ®� —TOP TOP �F VAULT J :...,. 12" ROUTE PVC PIPE FROM HATCH OF �p FRP RAIL ATTACHMENT ANGLE BOLTED TO LIFT STATION 12" CONCRETE SLAB WITH (1) N" DIA. S.S. o o -o o o o - - o - o -o - -o o 0 0 0 o o o. �� TOP COURSE, 4' MIN. . � BE EXPANSION BOLT EACH SIDE AT SURFACE TO SUMP PIT. 3' -0" UNDER HIGHWAY I I I I II -- 3 0 2' -0° MIN. ELSEWHERE — I....xT,. 3' -0" x 4' -0" REMOVABLE SECTION OF FRP Ya" S.S. ANCHOR BOLT, EACH SIDE I� GRATING V -6' MIN. I 1' -6" MIN. FRP RAIL ATTACHMENT ANGLE BOLTED TO GRATING BEAM WITH (2) Y2" DIA. FRP BOLTS, ,:gip. 81 x 2 "W x Y2" FLAT BAR (FB) TOP OF SEWER TO ELECTRICAL DUCT BANK — 18" MIN. EACH SIDE, SEAL CUT EDGES OF DRILLED BEND AS SHOWN (TYP.) BOTTOM F WATER III IIIIIIIII COVER, SEE DWG. E01 ONE —LINE 6" MIN FRP BEAM (TIP.) Eli I - DIAGRAM FOR SIZE AND TYPE OF .CONDUIT 3 3.25— lY2 "x1Y2 "xYa" FRP ANGLE, FULL LENGTH OF -N" DIA. LADDER RUNGS ® 12" O.C. ICII 1 I� 6" MIN. I All BEAM, BOLTED TO TOP FLANGE OF BEAM Ya" DIA. WATER SERVICE I I II II ` GRATING o o WITH Yi" DIA. S.S. BOLTS ® 12" O.C. Ya° x 2" FB STRINGER, EACH SIDE, CONTINUOUS 11 — IH 4" DIA. D.L. FORCE MAIN OR 8" DIA. D.I. GRAVITY SEWER FRP GRATING SUPPORT FRAME, TYP. PIPE BEDDING (TYP.) SEE DWG. NO. C04 /a FRP TANK BEHIND TYP - TRENCH SECTION STABILIZATION MATERIAL, IF REQUIRED BY ENGINEER ; , 8"L x 2 "W x Y2" FLAT BAR (FB) A FOR ANY TRENCH UNDISTURBED NATIVE MATERIAL FIBERGLASS ACCESS LADDER BEND AS SHOWN (TYP) -Y4" DIA. S.S. ANCHOR BOLT (TYP.) CO SCALE: 1" = 2' -0" CQ3 IN LIFT STATION V� AULT.. ,'•: SCALE: 1" = l' -0" FLOOR ALUMINUM ACCESS LADDER CO3 C1C3 IN VALVE VAULT SCALE: 1" =1' -0" SCHEDULE A & B ®,S /® CITY OF RENTON - 1992 LIFT STATION IMPROVEMENTS REVISED TO CONFORM➢ TO CONSTRUCTION RECORDS Ws G e �� SCHEDULE A: COTTONWOOD LS. REPLACEMENT KE owc No. Joe No. SCHEDULE B: LA WASHINGTON L.S. #2 REHABILITATION �� - uoz 1z77.zo MISCELLANEOUS m G P.S. , ®i =9 RH2 ENGINEERING BATE 76727 Feciexsg�9} SIGNED- SIONAL 10/09/92 .,. oo a i� uinQ. �" 1'' 1 �( Ivl I.KS , ,i uo ...... 153 0211 DETAILS l\ ADDENDUM 1 MLM DRE 10/20/92 " ' EXPIRES a /z /s6 DAD DRE SHOWN OCT 03, 1994 1 18 of 20 120 VAC PER r STOP START T I rot r.c. HIGH --0� � CR2 INTRINSIC BARRIER RELAY p, Fl - . J I- �TD2� .-p INTRINSIC BARRIER RELAY -0 F2 ALTERNATOR RELAY BYPASS SWITCH ON OFF O O ALT L.S. 1 L.S. 2 �\ j ❑'m ON- AUTO ON AUTO REVISED TO CONFORM TO CONSTRUCTION RECORDS m -'a ra/,,P /9w RH2 ENGINEERING P.S. r LATE CR� HIGH WET WELL --1 LEVEL TO TELEMETRY F1 NIGH (SECOND PUMP START) START LEVEL TRANSMITTER SET POINTS STOP F2 WET WELL LEVEL SWITCH SETTINGS , D H. ah F 16727 �O �s1 -0 ° °t SIGNED. ZONAL 10107192 EXPIRES 6/2/96 a- -- LOCATED IN CONTROL BOX NEAR 'NET WELL. SCHEDULE A ONLY- ---- FIELD WIRED DEVICES BACK TO CONTROL CABINET. RTM - RUNNING TIME METER ° OC - OPERATION COUNTER MS1 - MOTOR STARTER NO. 1 (WET WELL PUMP #1) MS2 - MOTOR STARTER N0. 2 (WET WELL PUMP #2) MS3 - MOTOR STARTER NO. 3 (WET WELL SUMP PUMP) FS1 - CONTAINMENT FLOAT SWITCH NO. 1 (STARTS WET WELL SUMP PUMP) FS2 - CONTAINMENT FLOAT SWITCH NO. 2 (REDUNDANCY) TD1 - TIME DELAY RELAY, USED AS LEAD PUMP START DEVICE. RELAY LATCHES WITH START CONTACT ON LEVEL TRANSMITTER AND DE- ENERGIZES WITH STOP CONTACT ON LEVEL TRANSMITTER OR LOW FLOAT SWITCH. ADJUSTABLE 0 -1 MINUTE TO PREVENT NUISANCE TRIPPING. TD2 - TIME DELAY RELAY, USED TO START LAG PUMP, IF LEAD PUMP CAN'T KEEP UP WITH THE FLOW RATE OR IF THE LEVEL TRANSMITTER HAS FAILED AND HIGH LEVEL FLOAT HAS TRIPPED. ADJ. 0 -1 MINUTE. TD3 - TIME DELAY RELAY, USED TO TRANSMIT PUMP FAIL TO TELEMETRY SYSTEM ADJUSTABLE 0 -5 MINUTES TO PREVENT NUISANCE ALARMS. ALT - ALTERNATOR RELAY WITH ONE NORMALLY OPEN (N.O.) AND ONE NORMALLY CLOSED (N.C.) CONTACT. CONTACTS CHANGE STATE AFTER RELAY IS DE- ENERGIZED. CR1 - USED TO START SECOND PUMP IF THE HIGH LEVEL SET POINT IS TRIPPED ON THE LEVEL TRANSMITTER. CR2 - USED TO START LEAD PUMP IF LEVEL TRANSMITTER HAS FAILED AND HIGH LEVEL FLOAT HAS TRIPPED. ALSO USED FOR HIGH LEVEL ALARM TO TELEMETRY SYSTEM. CR3 - USED TO DE- ENERGIZE MOTOR STARTERS IF LEVEL TRANSMITTER HAS FAILED AND LOW LEVEL FLOAT HAS TRIPPED. ALSO USED FOR LOW LEVEL ALARM TO TELEMETRY SYSTEM. CR4 - USED TO ENERGIZE WET WELL SUMP PUMP MOTOR STARTER AND ACTIVATE CONTAINMENT FAIL ALARM TO TELEMETRY. CR5 - USED TO DISABLE INTRUSION ALARM SYSTEM. FS3,FS4 - FLOAT SWITCHES LOCATED IN CONTAINMENT AREA. USED ENERGIZE CR4 IF EITHER SWITCH IS ACTIVATED. LS1,LS2 - LIMIT SWITCH LOCATED ON THE SWING ARM OF EACH CHECK VALVE VALVE AN OPEN CHECK VALVE TRIPS LIMIT SWITCH INDICATING FLOW. START - MIDDLE CONTACT ON LEVEL TRANSMITTER. STOP - LOWEST OF THREE CONTACTS ON LEVEL TRANSMITTER. HIGH - HIGHEST OF THREE CONTACTS ON LEVEL TRANSMITTER. F1 - HIGH LEVEL FLOAT SWITCH AND TELEMETRY ALARM. F2 - LOW LEVEL FLOAT SWITCH AND TELEMETRY ALARM. HOA - HAND /OFF /AUTO SELECTOR SWITCH. ON /AUTO - ON /AUTO SELECTOR SWITCH. 1 PER - PHASE FAIL RELAY. T.C. - TIMED CLOSE T.O. - TIMED OPEN OL - OVER LOAD CONTACTS ON MOTOR STARTER L - J FUTURE TELEMETRY CONNECTIONS CCOTTONWOOD L LIFT STATION ONLY CINTRINSIC B BARRIER RELAY SCHEDULE A & B '5 `° /® C CITY OuRENTON ^�99� rLIFTnSTATION IMPi _ LOW WET WELL LEVEL s 0 O ❑ ❑ ❑ ❑ O ❑ ❑ 1111 CONTRACTOR TO CONNECT TO CORRESPONDING NEW 7---- 1111 PUMP FAIL —� r WET WELL CONTAINMENT LEAK I. FIELD DEVICES FOR REMOTE ALARM ANNUNCIATION. (TYPICAL) CONNECT WET WELL CONTAINMENT LEAK SENSOR IN ❑ ❑ INTRUSION ° — — — ° — - PARALLEL WITH INTRUSION ALARM. THIS CONNECTION D ❑ ❑ I HIGH WET WELL LEVEL FOR COTTONWOOD LIFT STATION ONLY. 1111 I,.. PUMP NO:. 2RUN EXTEND UNUSED ALARM WIRES TO TELEMETRY ENCLOSURE. LABEL AND TAPE EACH WIRE FOR FUTURE CONNECTION. ❑ ❑ D 1111 O 0 El ❑❑ D 1111 PUMP NO. 1 RUN — —��— 7 1 T 1 1 1 L - - - - - - - - - - - L T T T T — — 1111 1:111 ❑ ❑ ❑ ❑ 1111 O 1:11:1 EXISTING TERMINAL BLOCK FOR CONNECTION TO FIELD DEVICES O ❑ ❑ 1111 EXISTING MASTER CONSOLE CABINET LOCATED AT THE RENTON CITY SHOP ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (3555 NE 2ND ST.). 120 VAC POWER SUPPLY EXISTING RTU - MOUNT IN ELECTRICAL ENCLOSURE. SEE DWG. E02 & E14 FOR LOCATION. I I I I I I L------------------------------- EXISTING REMOTE TELEMETRY UNIT NTS EXISTING LINE PROTECTION UNIT — EXISTING DEDICATED TELEPHONE LINE COTTONWOOD LIFT STATION ALARM PANEL SECTION. CHANGE ENGRAVING ON INTRUSION LIGHT. SEE DETAIL A THIS SHEET. EXISTING LINE PROTECTION UNIT EXISTING EQUIPMENT AND LOGIC — I � DO NOT DISTURB. EXISTING DEDICATED TELEPHONE LINE /-- I TONE RCVR 511 I r-- - - - - -- - -1 I LINE FAIL uFrsranoN i POWER FAIL P R C I R � E INTRUSION WET WELL CONTAINMENT LEAK G N P G N E HIGH WET WELL LEVEL A R E V PUMP NO. 2 RUN M N I I R R PUMP N0. t RUN B E I SEE CONSOLE MODIFICATION �❑ THIS SHEET. L R E GE RTM GE RW I I I I I i I I I I I I I I I I I I I I I I I I I I I L J L_ J TYPICAL HEADQUARTERS CABINET BLOCK DIAGRAM NTS H. REVISED TO CONFORM TO CONSTRUCTION RECORDS :209as/ /b / /.A [/ 16727 R112 ENGINEERING P.S. X DATE �QCrsxsR6O1 SIGNED:°; S oxat 10/07/92 ... EXPIRES 8/2/96 0 ❑ ❑ 0 O ❑ ❑ ❑ ❑ O ❑ ❑ 1111 1111 1111 1111 1:11:1 ❑ ❑ 1-11-1 ❑ ❑ O ❑ ❑ O 1:11:111 D ❑ ❑ 1111 1111❑ 1111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ D 1111 O 0 El ❑❑ D 1111 1111 1111 1111 1111 1:111 ❑ ❑ ❑ ❑ 1111 O 1:11:1 O O ❑ ❑ 1:11:1 O ❑ ❑ 1111 ❑❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 L_❑ ❑J EXISTING HEADQUARTERS CABINET NTS I I I I COTTONWOOD LIFT STATION I � PUMP 1 I LINE POWER I RUN FAIL FAIL I PUMP 2 INTR/ HIGH RUN I LEAK WFT I WELL I I I I I GE RTM GE RTM I. I CHANGE ENGRAVING I TO MATCH. I I L------------- I - - - - -- CONSOLE MODIFICATIONS COTTONWOOD E26 NTS ® NEW SIGNAL WIRE TO BE CONNECTED FROM THE NEW FIELD DEVICES TO THE EXISTING SIGNAL CHANNEL. NEW WET WELL CONTAINMENT LEAK SIGNAL WIRE TO BE } ® ® ® CONNECTED IN PARALLEL WITH THE INTRUSION SIGNAL WIRE TO THE EXISTING CHANNEL. I I I WORK TO BE PERFORMED THIS CONTRACT. I L' — I - - - I -J NOTE: SEVERAL COMPONENTS IN THE MASTER CONSOLE ARE NOT SHOWN ON THIS PLAN. SCHEDULE A & B tS /® CI79 7TON 1992 LIFT STATION IMPR 1 AL I