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HomeMy WebLinkAboutPP - 11600 EAST MARGINAL WAY SOUTH - SEAGATE CENTER - PERMITS AND PLANS11600 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS NONE 118316 /l(DD lvY 5. WATER LEGEND INSTALL' r ` I - 8" x 6" TEE (MJxFL) 1 - 6" GATE VA: VE (FI,xMJ) 22 LF 6" DI EXTENSION 'I I -FIRE HYD. ASSY. " PER DETAIL CONC. BLOCKING 1 "" NSTALL' - 8" x 6" TEE (FL) - 8" GATE VALVE (FLxMJ) - 6" GATE VALVE (FLxMJ) - 8" ADAPTOR (FLxMJ) 30 LF 6" DI EXTENSION -FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING INSTALL' I - 8" 90° BEND (MJ) CKING EXISTING WATERMAIN PROPOSED WATER LINE PROPOSED (FUTURE) WATER LINE REDUCER AND GATE VALVE BEND WITH CONCRETE BLOCKING TEE WITH GATE VALVE AND CONCRETE BLOCKING INSTALL' I - 8" x 6" TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 20 LF 60 DI EXTENSION I -FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING INSTALL' I - 8 " x 6" TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 25 LF 6', DI -EXTENSION I -FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING PROPOSED FIRE HYDRANT ASSEMBLY 170 LF 8" D.I. CL. 52 INSTALL' 1-8' TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING 15 LF 8" D.I. 1n 177 LF 8" D.I. - CL. 52 S •LL: I-I0"x6" TEE (MJ -6" GATE VALV,, (FLxMJ) LF 6" DI EX/ ENSIGN RE HYD. ASSY. PER DET. . BLOCKIN INSTA L' - 8" x 60 TEE (MJxFL) I - 8" 1 GATE VALVE (MJ xMJ) I - 6" GATE VALVE (FLxMJ) 2 LF Er -DI •SP00'. • 15 LF 6" DI EXTENSION FIRE HYD. ASSY. PER DET CONC. BLOCKING INSTALL' / 1 - 8" TEE (FLxMJ) I - 8" GATE VALVE (FL) I - 8' 45° BEND (FLxMJ) CONC. BLOCKING INST C INC. LOCKING SWING VALVE BACKFLOW PREVENTER TO BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYPICAL EACH BLDG. INSTALL' I -8'x6" TEE (MJxFL) 1-6' GATE VALVE (FLxMJ) . 17 LF 6' DI EXTENTION • I -FIRE HYDRANT ASSY. PER DET. CONC. BLOCKING CL. G UTURE PHASE TYP INSTALL' 1 10 x 8" TEE (FLx FL) 26 LF ,' I I- 10" x 8' REDUCER (WEST) (FLxMJ) 8" EU' 1 ,'- 10" ADAPTOR (FLxMJ) I I- 8 GATE VALVE (FLxMJ) ----CONC. BLOCKING SWIN tLVE BAAQCFLOW PREVENT = / TO BE PR • ' • D IN 'BUILDING (SIZE & LOCATION TO B • TERIJIINE.Q BY / " • SPRINKLER DESIGNER) -. FOR -- EACH BUILDING 35 LF 8" D.I. S 11' 1-8' TEE (MJ) 2 LF 8' DI SPOOL, I-8" GATE xMVALV� (MJJ! CONC. BLOCKING I S LLs I-8" TEE ' (MJ) 2-8" GATE VALVE (MJxMJ) CONC, BLOCKING LL'= Wim" I -8"x8" TE I-IO'x8" REDUCER (EAST) (MJxMJ) 2 LF 8" D.I. SPOOL 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING INSTALL' 10 LF 8" D.I. . 2 NSTALL' BUILDING #1 INSTALL: I - 8" 45° BEND (MJxFL) 1 - 8" 111/4" BEND (FLxMJ) CONC. BLOCKING INSTALL' I-8* TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING INSTALL' 1 - 8" x 6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) 15 LF 6" DI EXTENSION T I -FIRE HYD. ASSY. PER DET. CONC. BLOCKING D (MJ) - 0 x6" T I-6" GATE VAL 23 LF 6" DI EXTEN I -FIRE HYD. ASSY. CONC. BLOCKING FUTURE PHASE INST I-I0"x8" T 1-8" GATE VA ONC. BLOCKING INSTALL 2-8" GATE VALVES (FLxMJ) I-10" GATE VALVE (FLxMJ) 2-10"x8" REDUCERS (FL) 1-10" CROSS (FL) I-10" ADAPTOR (MJxFL) 1-10" 45° BEND CONC. BLOCKING (MJxFL (FLxMJ EXISTING 12" WATER SWING -VALVE BACKFLOW I• ED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYP. EACH BUILDING 2" WATER SERVICE (TYP.) 10 LF 8" D.I. CL. 52 10 LF CL. 5 F 8" D.1 CL. 52 8" .11f*► — . N URE EXT 27 LF 8" D.I. INSTALL' 1 - 8" x 6" TEE (MJxFL) 40 LF I - 6" GATE VALVE (FLxMJ) 8"DI 17 L'F 6'0I EXTENSION • FIRE HYD. ASSY. PER DET. CONC. BLOCKING I - I CONC. BL D (MJ) INSTALL' SWING VALVE B TO BE PROVIDED IN LOCATION TO BE DETE SPRINKLER DESIGNER) TYP. EACH BUILDING LOW PREVENTER LDING (SIZE & ED BY 2" WATER S RVIC DOUBLE CHECK VALVE ASSEMBLY IN CONC. VAULT PER DET., SEE. DETAIL SHEET 2 LIVE TAP EXIST. WATERMAIN AND INSTALL' I -I 0"x10" TAPPING TEE Ho- TAPPING GATE VALVE (FLxMJ) CONC. BLOCKING 8 FUTUR F I'0" D.I. 8 LF 10" D.I. (MJx 1-8" GATE VALV CONC. BLOCKING AL $ - 8" TEE (FL) - 8" GATE VALVES (FLxMJ) I - 8" ADAPTOR (FLxMJ) CONC. BLOCKING EX. 12" WATER -2" IRRIGATION METERS W/ 2" SERVICE FUTURE PHASE INSTA I - 8" x 6" TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 15 LF 6" DI EXTENSION I- FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING NSTALL' I-6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-6" PLUG 30 LF 6" DI EXTENSION I -FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING SWING -VALVE BACKFLOW PREVEN R TO BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYP. FOR INSTALL' 1-10' 45' BEND CONC. BL 4" ADS DRAIN PIP FROM BOTTOM OF T TO DRAINA DITCH 2" WAT WITH 2" SERVICE DOUBLE ASSY. IN PER DET EX. 10" W R VAL 1tE LT -- T. 2) • 1-8" TEE (FL) 2-8" GATE VALVES (FLxMJ) 1-8' ADAPTOR (FLxMJ) CONC. BLOCKING 58 LF 8" D.I. 40 LF 8" D.I. INSTALL' I-8" CROSS (FL) / 2-8" ADAPTORS (FLxMJ) 2-8" GATE -VALVES (FLXMJ) 40 LF 6" D.I. EXTENSIbN .. I - FIRE HYDRANT ASSEMBLY di PER DETAIL / CONC. BLOCKING 1 1-8" TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING 10 LF 8" D.i. INSTAL ' 1 - 8" x 6" TEE (MJxFL) I - 6" GATE VALVE (FL J) 14 LF 6" DI EXTENSION 1 -FIRE HYD. ASSY. PER D TAIL 1-8" PLUG (MJ) CONC. BLOCKING INSTALL' I - 8" x 6" TEE (MJXFL) I - 6" GATE VALVE (FL,XMJ) 15 LF 6 DI EXTENSION I -FIRE HYD. ASSY. PER DETAIL . BLOCKING 2" WATER SERV! E (TYP.) i FUTURE PHASE I s 1 I - 8" x 6" TEE (MJxFL) I - 60 GATE VALVE (FLxMJ) I •" EXfENSI0N1 -FIRE H' �. SY. PER DET. • ' - BLOCKIN 1 FUTURE PHASE) I INSTALL= I I 1-8" TEE (MJx L) . 1-8" GATE VALVE (FLXMJ) CONC. BLOCKING INSTALL: I -8"x6" TEE (MJxFL) I-6* GATE VALVE (FLxMJ) 2OLF 6" Dl EXTENSION I -FIRE HYD"! ASSY. PER DETAIL 2ONC...5. 0CKING 28 LF 8' D.I. C . 5 SWING VALVE BACKFLOW PRV NTER TO BE PROVIDED IN BUILDIN ( IZE & LOCATION TO BE DFTERMIN D Y SPRINKLER DESIGNER) TYP. �0 EACH BUILDIIJG VICINITY MAP 1 ,"f5 � ,ST„ • 1 in S1 11 �•'+ n ` 't D 1 IorS1I t 5, #M' fi •: 1.71 t i '•1 A l SGYI:'St „ t 5[1,.t10:s: :T1014 s 1(.\•:'iT ''�rJ •i 4 t J• , t' L ! 1.8rw �7 i - •y s ,.� '`i _.,s1 r ,'l:E. • 1 ` T•`ar)e4.iv 5. s 51'r.bl.'Is1�' r .,1 i4 1, =, I a A--� I y 'Mr. .1 ✓ IP' P. - I®,[ � 1 c Izpy c QI 0 8'1i. l )•931i �I ,t (r :;.* Qy . ..;;i: ' it ' ! T ♦'' :5 1251,51 I 4, ti N 1 ,;1. _.• Iv. e,'•TT" sT <I -1 5 1 .•• Sr f N 11 .•-� fn i Klt 1,•w _� t"'" 1" or r. 1'111 �r it S iQ1 •'GSTO% W.13 l ”f. r ons: f'NP/a ;:5" 5, S r 136111 L 711111. ."3• 7_ " i F1 *n u81•' 'Zr - • ' . ,. 'fl511♦ Cou rat Ill 4 12701 11 ;'\1RIVER/>'';" EARL " J_✓ ti� All that certain real property situate in the County of King, State of Washington, being a portion of Government Lot 6 and a portion of the Southwest quarter of the Northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., and a portion of Government Lot 3 and a portion of the Southeast quarter of the Northeast quarter of Section 9, Township 23 North, Range,4 East, W.M., and being more particularly described as follows: INSTALL' - I - 8" x 6" TEE (MJxFL) I - 6" E LXM LF 6"GATDI EXTENSIONVALVE(F-J) 1 -FIR • ASSY. PER DETAIL CONC. BLOC' INSTALL' 1-8"x6" TEE (MJxFL) 1-6" GATE ALVE (FLXMJ) 12 LF 9" D.I. EXTENSION I -FIRE HYD. ASSY. PER DET ' IL 1-8" PLUG (MJ) CONC. BLOCKING BEGINNING at a point 1(X) feet distant westerly, when measured at right angles from the East Marginal Way Center Linc Survey of Primary State Highway No.1, Foster Interchange to South 118th Street at Highway Engineer's Station EMW 26+00; THENCE from said POINT OF BEGINNING along the westerly line of lands condemned by the State of Washington in Superior Court Cause No. 646697 South 07° 12' 12" East, 593.29 feet to a point on the right-of-way line of the lands conveyed to the State of Washington by deed recorded in Volume 3860 at Pae 462 (A.F, #4978335) King County Records; THENCE along said right-of-way line North 88° 15' 15" West, 630.35 feet; ' THENCE North 79° 45' 52" West, 359.22 feet; THENCE from tangent that bears North 82° 32' 30" West along the arc of a curve to the =right having a radius of 748.60 feet and a central angle of 34° 30' (X)", and arc length of 450.76 feet; THENCE tangent to the preceding curve North 48° 02' 30" West, 373.84 feet; THENCE North 11° 18' 30" East, 303.74 feet more or Tess to the ordinary high water line of the Duwarnish River as evidenced by the line of vegetation; THENCE easterly along said ordinary high water Zine to its intersection with the westerly line of the lands conveyed to the State of Washington for Secondary State Highway No. 5-M by deed recorded in Volume 4707 at Page 435 (A.F. #59.k7874) King County records; THENCE along last said westerly Iine`and the westerly Zinc of lands condemned by the State of Washington in Superior Court Cause No. 646697, South 11° 24' 56" East, 368.92 feet more or less to the.POINT OF BEGINNING. INST • LL' 1-8" TEE (MJ 1-8" GATE V CONC. BLOCK FL) LVE (FLxMJ) NG SURVEY DATA FEB 2 31990 BOUNDARY FROM A.L.T.A. SURVEY MAP BY WILSEY & HAM DATED 7/28/87. VERTICAL DATUM' U.S.C. & G.S. MSL. BM #URS 392-6-11. EL. = 11.58 TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, INC. ON 8/3/88 & 10/7/88 THROUGH 10/14/88 AND 11/7/88. A4 WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER 'TttKWItA-FTREDEP-A-RT-mullr-- •,2 %'4 •'fir No. Date By Ckd. Appr. Revision WATER NOTES: I a.it MIS I I 4-4-89 I BW I DB IDB I REVISED PER DISTRICT REVIEW. • 1. Contractor shall verify all existing utilities in the field. 2. Contractor shall notify engineer a minimum of 4S hours in advance of all requests for staking, testing or inspection. 3. Contractor is responsible for control required at the time of staking. 4. Contractor shall furnish shop drawings for approval where required by the detail specifications and for variation from the engineers design. 5. Contractor shall install equipment in accordance with manufacturers recommendations and Water District #125 specifications. 6. Contractor to furnish all materials. 7. 6", 8", 10" and 12" ductile iron pipe class 52. 8. Mueller gate valves and Iowa hydrants. 9. Cut -ins and live taps to be made bycontractor. Water District #125 superintendent and engineer must be notified 48 hour in advance, P 10. Cast iron mechanical joint sleeve couplings required. 11, Mueller H-615 tapping sleeve with flange outlet and Mueller H-667 tapping valve with mechanical joint outlet required for live taps. Any exception must be approved by Water District #125 superintendent. 12. Contractor is responsible for verifying all existing pipe types and sires for couplings, connections P Y S SPP YP; cut -ins, and live taps. p 13. 3-1/2 foot minimum cover. 14. Developer to pay for state, city and county inspection fees. 15. Coordinate meter location with Water District #125 superintendent. 16. Fire hydrants and mains to be operational prior to commencement of construction.�`' 17. No changes arc to he make without written approval by the Water District #125 superintendent or engineer. 18. Refer to conditions and standards for all remaining notes and details. •1/4 r { • I ► ► 5-1/4' MVO IOWA HYDRANT II' 1® Wit " !' F>„ cc cc 0 Z a © r CAST OLYMPIC r,l IRON 2 PIECE VALVE BOX. FOUNDRY OR EQUAL• N. h, - - -I6 MAX Pill 11. - ., ..I 11 111 man IN III= "' C — —1 11 - CONCRETE BLOCKING .:.: •.a.`. V'•Aef �, !Y D.I. SPOOL, LENGTH W AS' REQUIRED. 0 113) P!�0 TAP 8 "AND LARGER 'I� . 2 - 3/4' DIAMETER I ; s� MAINS. �I , E- - 5 14. jj '� v - iii TIE RODS. " •I■ MJ JOINT . -� ` _S-101 �, TAPPING VALVE MO' WITH MJ OUTLET grtr(' MUELLER H-667 OR EQUAL. �� .�� id APPING SLEEVE WITH OUTLET FLANGE MUELLER H - 6t5 OR EQUAL FOR DI ANO Cl.MUELLER H-619 FOR AC. { �_ I. �� p'' •��-7,,, 4 .. -e • 8. .•��6' AUXILLARY GATE VALVE, MJ X FL TEE STD. NOTES ROMAC SST WITH STAINLESS STEEL FLANGE IS ONLY APPROVED EQUAL. DETAIL No. 3 - CUT INTO EXIST. NOTE' INSTALL STANDARD 4"X 4 CONCRETE VALVE MARKER SEE STANDARD DETAIL NO.5 MAIN �:' �� - � FL X MJ. MUELLER. .� • �.�; , '. } ;.i .'.;.I 4' CONC. BLOCK ritz, ° • 12' X 12' X `1/2 C.Y. 1-1/2' WASHED GRAVEL VARIABLE t " ii DETAIL '', FIRE HYDRANT .„VARIABLE ' NOTES: PAINT HYD.. MANUFACTURED STAR TIE BOLTS, JOINT RESTRAINT PAINT TIE RODS TO APWA STD. ` WITH HIGH VISABILITY YELLOW ENAMEL NO.X-3472 BY FARWEST PAINT MFG. CO.r DOC -LUGS OR OTHER APPROVED16 SYSTEM. WITH BITUMINOUS PAINT ACCORDING SPEC. 77-3.02A. ,' "°' arJr �I ` w "'r ' ' Title • Watermain Extension Notes and Details SEAGATE CENTER N.T.S. '1,, N.T.S. D.S.H.S. APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY ;' ` Sfl% -- 6 HERSEY DDC -II OR FEBCO 806 TYPE YD OR CONC, VAULT- PROVIDE SHOP DRAWINGS TO ENGINEER PRIOR TO INSTALLATIONMIN APPROVED EQUAL. 10' - 6 -DC RA SIZE TO MEET MINIMUM CLEARANCE 11' - 8 DC 12' - 10'DC 2- FLANGE COUPLING ADAPTORS, :.,, .__' ROCKWELL 912 OR EQUAL a NZ 'CN,z • ;': I 2- MUELLER GATE VALVES, oo�, �� 0 r ._ FLXFL, 0, S&Y ' ,v,v •• , o ► "- 4' MIN 4' IVB N Z d� t0 \ �L �. • ♦� .I a ei. PLAN .11. p� 4104 �� 34"X34' MIN CLEAR OPENING W/ GALV STL LID & FRAME PER AASHO H-20 DESIGN LOADS�, LID TO BE CENTERED. V p �� POST1 TfGUAR14, t: " 6 For1 Bedford Properties, Inc. 12886 Interurban Avenue South Seattle, Washington 98168 i -1 -rl I (.4:0 „ W STD. VALVE 4;2/1a• "' VALVE MARKER POST �1f1 ° ELEVATION • CONCRETE FFRROMGRO ND EARTH RS BACKFILL ' 6"LAYERS ELSEWHERE. NOTES; GUARD POST SHALL BE 6' LONG PRECAST CONCRETE AS AL. P PAINT METER SEAL CO. OR EQUAL. PAINT Y VISIBILITYL YELLOWFARWEST ENAMELCONO. BIMFG VALVE MARKER POST SHALL DE CONCRETE AS MANUFACTURED OR EQUAL. PAINT POST WITH HIGH AS MANUFACTURED BY FARWEST NEATLY DISTANCE TO WITH2��NUMERALS USING BLACK it DETAIL No. 5 - MARKER POST & FIRE HYDRANT —U- FIRE WHE AND X-3472 MINIMUM BY FOG-TITE VISIBILITY PAINT VALVE _V HYDRANT E TO COMPACTED 9" IN POST ON ENAMEL GUARD -GUARD POST IN DIAMETER' - TIDE WITH WITH HIGH AS MANUFACTURED 42" LONG PRECAST METER SEAL YELLOW NO. MFG. CO. POST PAINT. POST PLAN CO. X-3472 I,I �P of II - r•t, ' 6' MIN CLEARANCE TO VALVE WHEN FULLY OPEN MIN 4'6' - 10'DC WATERTIGHT GROUT 4'0" - ALL VAULT PENETRATIONS 3'6' - 8'DC 6'0C12 {� -- JL p �. 12' GRATE AND SUMP. PROVIDE 4' PIPE TO DAYLIGHT OR MIN MN _ \ N MIN f ► ` _ i "-- CY ROCK SUMP IF APPROVED A—nn---- BY DISTRICT ENGINEER - 8" MUN 6' - 1 1/2' 0 WASHED ROCK BASE SECTION NOTES: 1. COVER SHALL EXTEND 6" ABOVE GRADE DETECTOR CHECK TYPE - 1 DETECTOR WHEN VAULT IS NOT IN TRAFFIC AREA. 2. SLOPE PAVEMENT AWAY FROM COVER WHEN NTS VAULT IS IN TRAFFIC AREA. PROVIDE LID RISER WHEN REQUIRED FOR PAVEMENT SLOPE. 3. BYPASS METER TO READ IN CUBIC FEET. CHECK TYPE - 1' N.T.S. I, II N.T.S. f9I ICY, II 2'ROCKWELL OR IIIO `° ` U 0 N Z :. Z cn _ > l m 0 r. a) CC CI C] I V W 0 m in d U 0 m la • > O < CD co AR 0 I '�'' ' I i . , ai �I 1 Engineers t Engineering Specialists Wash. 98032 (206) 251-6222,- PRECISION WATER, METER -_F::;: ' ,. •. =11110 --,iii l m Ill l palm p LICKING ANGLE STOP FLARRED 111.M111 fi11 I1- ` : Ill cli - II COPPER OR MUELLER COMPRESSION METER BOX = t MUELLER FLARRED COPPER OR MUELLER COMPRESSION 30•MAX. '•�• CORP. STOP 2" COPPER is it STD. SERVICE LINE LENGTH AS REQUIRED ROCKWELL 10"x2" DOUBLE4 STRAP SERVICE SADDLE WATER MAIN DETAIL No. 12 -SERVICE CONNECTION °"M ' • FEB 2 31990 Ehaus 1 iultin g 1 ming, Survey Ave South Kent,mommolo �, i1 i1 j' s..,'�4;t0° .�1113 „ !Y G! A�yr� '�i. M c c' N 14 ••• 0 1 01 �; t 0 co l' ,I "� a I I ry 1 I94''� ��, 11((((x'' ►`��C't;�,l� STAMP Job Number 2908 Sheet 2 2 of N.T.S.