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HomeMy WebLinkAboutWTR2703530.2�x 0 mm Q� N � m U k 1 ��o Lu J_ L cV U � o, 0 a SYM 7' CNAIN—LNIE, FENCE -,2"W�: 0 0 q RESERVOIR SITE 0 NOTE: THAT PORTION OF THE RESERVOIR SITE LYING WITHIN THE 7' CHAIN LINK FENCE WAS N DT ACCESSIBLE TO THE SURVEY CREW. THE CONFIGURATION OF IMPROVEMENTS WITHIN THE FENCE WAS DERIVED FROM DRAWINGS OBTAINED FROM THE CITY OF RENTON 0 ECO-BLOCK WALL Cj1L22304-9015 --,os o ----\ 122304-9016 U GT \, I DEPICTS LI VIITS OF EASEMENT TO SKYWAY WATER AND SEWER DISTRICT. LIMITS OF--EASEMFNT` ----- I_ _ —\ — PUMP -,R- RELOCATE E_X S - _ _SCHOOL DIST. RADIO 8OX -TO -OTHER- -SID _ - - - - E F--DR!_VEWLY _ - ' —392_ _ / —390� CLEANOUT PER DETAIL - - -- - --- __-SS12 (7YP11;�`L.OF-4__ _ 12" ` IE=383.2 12"CMP °� ° j°° IE=383.5 12"D.I,22" 1 / �80 0 18130",(2)36" I IE=382.1 30' BLACKBERRY "GERRY CUT INTO EXISTING CITY OF RENTON 12" DI W/ 1-12"x 12" TEE, FL x FL 3-12" G.V. FL x MJ 1-12"x 3' STERILE NIPPLE 1-12" SLEEVE GRASS Ir 12 ,ONC I I I I -CB RIM=403.51 IE 12" CONC(W)=401.8 10" O S. 12 6 T H S T. CONC CURB 6+62.9 1 6+00 Cn I W I CITY OF RENTON 12" TRANSMISSION MAIN (495 ZONE) TO/FROM 460 ZONE & FROM CITY OF SEATTLE SOURCE OF WATER I PIT3 I 31 20 D- 4 PIT1 o M3 tP4 P1 P2 P3 OM4 FCV1 I 1 1 1 PRV #7 SET 495 o M1 (NORMAL) ADJACENT TO10- SEND OM2 — PIT2 FUTURE 84TH AVE S. I TRANSMISSION MAIN -TO 84TH AVE S. HOUSE NUMBER FUTURE DI PIPE 8205 TO/FROM SKYWAY TO 83RD AVE S. DISTRIBUTION SYSTEM (550 ZONE) i (550 ZONE) 1-12" 90' BEND, RJxRJ ' 71 LF i SCHEMATIC PUMP STATION 12" DIP ; PIPING LAYOUT 2.0' MIN. 3.5' MAX SCALE: NTS TYP. ALL _ ISEPARATION, WATER MAINS SEE NOTE (4 a 1-12"x12" 45' BEND, RJxRJ 14 LF 12" D.I. NORMAL OPERATION 2- BLOW OFF, DETAIL WA07 NOTES: 12 CAP, RJ C11 Y OF SEATTLE TO SKYWAY 550 ZONE 1-12Mx12" TEE, FLxFL OPEN O1 O3 © 1, METERS 1, 2 & 4 SHALL BE ONE WAY METERS 2 12 GV, FLxMJ CLOSED OZ 4 5 WHILE METER 3 SHALL BE CAPABLE OF 1-12" GV, FLxRJ OPTIONAL REGISTERING FLOW IN TWO DIRECTIONS. 11 LF 12" DIP, RJ i 1-12" PLUG, MJ REMOVE EXIT 2. PRV #7 SHALL NORMALLY BE SET TO MAINTAIN A TREE, 18" ALTERNATIVE OPERATING SCHEMES 495 ZONE ON THE DOWNSTREAM SIDE OF THE LIMITS OF CONNECTION, SKYWAY 18 TESTING AND FLUSHING PER DETAIL I 1] CITY OF RENTON 495 ZONE TO SKYWAY 460 ZONE VALVE. (WHEN 460 ZONE IS REQUIRED THE VALVE WA 28 PRIOR TO CONN. TYP BOTH CON OPEN 5002 QQ© WILL NEED TO BE MANUALLY READJUSTED.) 122304-9075 CLOSED 3. ONLY MOTORIZED VALVES ARE SHOWN ON THIS - -- S 8" ss S SEE NOTE 4, NOTE 5 SCHEMATIC PLAN. SEE PUMP STATION FLOOR PLAN FOR ISOLATION VALVES. I oNN To 2� CITY OF RENTON 495 ZONE TO SKYWAY 550 ZONE 2 _EXIST SSMH, _. _ _ OPEN 5 2 O1 © 4. WHEN PRESSURE FALLS IN THE 460 ZONE DUE TO W GAS _ _ _ _ _ _ _ CLOSED 03 ® INTERRUPTION OF SUPPLY OR HIGH DEMAND IN REMOVE EXIST BLIND FL & I i THE 550 ZONE, ADDITIONAL WATER WILL BE USING CONNECT TO EXISTINGS RIM=399.2f OPTIONAL SUPPLIED FROM THE CITY OF RENTON 8"x6" HYD. TEE W/ CL CHNL I ALTERNATIVE OPERATION SCHEME 1❑ WHILE NORMAL _ 8" ADAPTOR, FLxMJ8 Pvc(E)=391.Of I SKYWAY 460 ZONE TO RENTON 495 ZONE OPERATION CONTINUES. 1 " " s Pvc 1`„-�r`ml_111 1., . , %�. , . Q 8 x12 INCREASER, PExMJ RICE PR ERN ` SIGHT FOR POWER LINE I 12" DI NIPPLE EXIST 15' SEWER OPEN O3 O1 O5 EASEMENT CLOSED 2 6 5. PRESSURE IN THE 460 ZONE VARIES BETWEEN O 1" 1 OO HYDRAULIC GRADE LINE 450 AND 490. WHEN w i I 15",(2)12 ,(2)20" 1 122304-9189 1 OPTIONAL - OPERATING UNDER SCHEME 1Q PRESSURE IN THE 460 ZONE WILL RISE TO 495. NOTES ® SKYWAY 550 ZONE TO SKYWAY 460 ZONE SYMBOL DESCRIPTION PUMP STATION SITE PLAN OPEN ©4 2 O3 6. M1, M2, M3, M4, PIT-1, PIT-2, PIT-3 FURNISHED SCALE: 1 "-20' 1 5 BY SYSTEM INTEGRATOR, INSTALLATION BY CLOSED FOR THE CUT- N AT THE INTERSECTION OF 82ND AVE AND 126TH STREET, THE 5 EXIST COAXIAL CABLES ARE OWNED BY METROCALL WIRELESS. OO CONTRACTOR. SEE SPECIFICATIONS. O O - CONTRACTOR S-1ALL EXCAVATE, EXPOSE THE EXISTING 12 INCH PIPE AND PROVIDE COVER OVER EXISTING CABLES IS REPORTED TO BE LESS THAN 12". OPTIONAL CABLES ARE TO BE RELOCATED BY UTILITY OWNER DURING 2ND ALL NEEDED EQUIPMENT AND MATERIALS FOR THE WORK. THE ACTUAL CUT -IN WILL QUARTER OF 2005. PRIOR TO CABLE RELOCATION, CONTRACTOR TO SEE NOTE 2 BE PERFORMED BY CITY CREWS. CITY OF RENTON CREWS WILL CUT AND DRAIN THE TAKE MEASURES TO PROTECT CABLES DURING CONSTRUCTION. EXISTING PIPE, INSTALL THE NEW TEE, PIPE, VALVES AND CONNECTING PIECES. CONTRACTOR TO COORDINATE WITH UTILITY OWNER BEFORE AND SKYWAY 550 ZONE TO CITY OF RENTON 495 ZONE AFTER THE CITE CREW IS FINISHED, THE CONTRACTOR WILL POUR THE CONCRETE � 353002 DURING PERIOD THAT CABLES ARE BEING RELOCATED. NOTE THAT OPEN ©®O5 BLOCK, BACKFILL AND RESTORE THE SITE. CONTRACTOR TO NOTIFY THE CITY AT W LEAST 72 HOURS IN ADVANCE OF THE PROPOSED CUT IN DATE. DESIGN GRADES SHOWN ON DRAWINGS CAN'T BE OBTAINED UNTIL CLOSED O2 Call EXISTING CABLES HAVE BEEN RELOCATED. METROCALL CONTACT IS O SAWCUT AND PATCH EXISTING PAVEMENT. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL MIKE BELL, (206) 592-8154. Note: Cables relocated March 2005. OPTIONAL®O before you PAVEMENT CUTTING AND PATCHING See Electrical sheets SEE NOTE 2 D q g O3 2-12" 22 1 /2- BEND, RJxRJ 04 RESTRAIN ALL JOINTS UNLESS 'DOTED OTHERWISE. REVISION P E DATE BflAP An Engineering Services Company Revd to reflect construction records March 2006 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206,441,1855 I f. 206.448.7167 ...................................................... Civil Structural ( Planning I Survey paceengrs.com SKYWAY WATER AND SEWER DISTRICT DATE FEB. 2005 11909 RENTON AVENUE SOUTH DESIGNED BV SEATTLE, WA. 98178 DRAFTED MTF (206) 772-1580 CHECKED 1'=20' 1-800-424-5555 UNDERGROUND SERVICE (USA) DIMMITT BOOSTER STATION PUMP STATION SITE PLAN jj_� , ", - � S ,-, -- JOB NUMBER 04192.00 P04192C-2 AB,DWG SHEET C - 2 OF d � o CD °N � C�r7 7n NUn a ' (� W O