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Home My WebLink AboutPP - 17803 53RD AVE S - UNKNOWN - PERMITS AND PLANS17803 53RD AVE S ASSOCIATED PERMITS NONE 2 - 1/4" X 2" BRASS NIPPLES 2 - 1/4" X 3/4" BRASS BUSHINGS 2 - 3/4' BRASS ELBOWS (F1P X COMF) ±7 LF 3/4" COPPER TUBING (TYPE K) 4 3/4" ADAPTORS (COMP X MIP) R , 1 3/4" 180' RETURN BEND (MIPGA-V) 1 - 3/4" BRASS TEE (FLP) (CONNECT BLEEDER TO •$QDj ^ DRAIN HOLES) 2" - DER DETAIL 1MAx-►1 1-- w z o O- 5 1/4" MVO HYDRANT (SEE APPROVED LIST) 4 1/2" NST THREADS** STORTZ ADAPTOR * " HYDRANT EXTENSION (LENGTH AS REQUIRED) - 4 APWA CAST IRON 2 PIECE. VALVE BOX W/ LOCKING LID OPTION. OLYMPIC FOUNDRY 0" EQUAL. 1 1/2" WASHED GRAVEL (1/ CU. FILTER FABRIC EGALUG GLANCS 12" x 12" x 4" CONCRETE BLOCK CONNECT TO EX. aRAIN HOLES (2) DRILL 1/4" DRAIN HOLE (BOTTOM SIDE OF TEE) VARIABLE VARIABLE n n u� u u 6" AUXILIAR TE VALVE Lx MJ) 6"0 DUC I E IRON PIPE (RESTRAINS DINT) LENGTH AS R ,UIRED rr� NOTES: PAINT HYDRANT WITH CASE YELLOW #X3472 AS MANUFACTURED BY FARWEST PAINT MFG. CO. EXTRUDED CURBING. SEE DETAIL #10. INSTALL BLUE PAVEMENT MARKER IF HYDRANT IS IN RIGHT-OF-WAY. w 0 0 z MJ X FL TEE NEATLY STENCIL VALVE DISTANCE ONTO HYDRANT W/ 2" NUMERALS USING WHITE OR BLACK ENAMEL PAINT AND FACING THE FOOT VALVE. BLEEDER KIT AVAILABLE FROM HUGHES SUPPLY, INC. (WESTERN UTILITIES). * PUMPER PORT REQUIREMENTS; 5" STORTZ ADAPTOR - FIRE DISTRICT 2, 26 & CITIES 4" STORTZ ADAPTOR - FIRE DISTRICT 39 4 1/2" NST THREADS FOR CITY OF KENT ** ALL STORTZ ADAPTORS TO FIT 4 1/2" NST THREADS OF SEATAC & TUKWILA HWD APPROVED HYDRANTS; MUELLER CLOW MEDALLION CENTURION F-2545 HYDRANT INSTALLATION NTS REVISION DATE 1/8/04 DRAWN SED CHECKED TDK DISTRICT APPROVED TDK PLOTTING SCALE NTS FILE NAME F:\DWGS\DETAILS-2004\HWD-009 DATE APPROVED 3/1/04 15" COPPER SETTER EQUAL TO FORD AND EQUIPPED AS FOLLOWS: • PADLOCK WINGS ON BALL VALVE • ANGLE CHECK VALVE ON METER OUTLET • IRON PIPE CONNECTIONS ON SETTER INLET AND OUTLET • COMPRESSION ADAPTOR ON SETTER INLET • 18" COPPER OR BRASS NIPPLE ON SETTER OUTLET • INSTALL TYPE K COPPER AND MISC. BRASS FITTINGS FOR CONNECTION TO "-CUSTOMER'S LINE COPPER SETTER SHALL BE SET LEVEL AND CENTERED IN THE METER BOX. SERVICE METER SIZE. CONCRETE METER BOX SIZE MID -STATES ** PLASTIC METER BOX SIZE RAVEN ** PLASTIC METER BOX SIZE 5/8" B-9 1/2 MSBCF1118-12 RMB 11x18-1: 34" B-9 1/2 MSBCF1118-12 RMB 11x18-1: 1' `B-10 MSBCF1324-12 RMB 13x24-1 CONCRETE METER BOX AS MANUFACTURED BY FOG-TITE METER SEAL CO.. INSTALL TRAFFIC I LID WHEN SERVICE IS LOCATED IN DRIVEWAY, STREIIT OR SIDEWALK. 1I ** FOR USE IN NON TRAFFIC AREAS ONLY. CONCR81 -I= BOXES WILL ALSO BE ALLOWED. -I I PLASTIC METER BOX AS MANUFACTURED BY RAVEN OR MID -STATES PLASTICS, INC.. PLASTIC METER BOX(ES) ALLOWED IN LANDSCAPED OR NON -TRAFFIC AREAS ONLY. 1" TYPE K COPPER - 30" MIN. •OVE NEW INSTALLATION ONLY METER ______ A * 5/8" 7 3/4' 3/4" 7 3/4' 1" -i------- 11 * DIMENSIONS INCLUDE GASKET WIDTHS. 11 w z 1 w ' 0- 0 CL III I I I:1 CUSTOMER'S CONNECTION W/ TEMPORARY CAP. 1" CC SERVICE SADDLE W/ STAINLESS STEEL STRAP EQUAL TO ROMAC OR SMITH BLAIR. 1" CC CORPORATION STOP W/ COMPRESSION ADAPTOR FOR TYPE K COPPER SERVICE EQUAL TO MUELLER, FORD OR HAYS. INSTALLED ONTO DUCTILE IRON PIPE AT 30' TO 45' ANGLE. INSERT PREFERRED ON 8"0 PIPE OR GREATER. DUCTILE IRON WATER MAIN - CL 52 (NEW CONSTRUCTION) WATER METER TO BE SUPPLIED BY HIGHLINE WATER DISTRICT. METER BOX SHALL BE INSTALLED FLUSH W/FINAL. GRADE AND MUST BE SIZED TO ALLOW FOR MIN. CLEARANCE REQUIREMENTS. NEW DEVELOPMENTS: INSTALL 1" PVC SPACER PIPE IN METER SETTER TO SECURE ALIGNMENT DURING CONSTRUCTION. NOTE: RETROFIT MAY VARY 5/8", 3/4" & 1" SERVICES NTS REVISION DATE 4/26/04 PLOTTING SCALE NTS _. DRAWN SED CHECKED TDK FILE NAME F:\DWGS\DETAI LS -2004\ HWD-021 DISTRICT APPROVED TDK DATE APPROVED 3/1/04 21 A PORTION OF THE S. W. QUARTER OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. SITE DATA AREA: 3.13 ACRES or 136,318 SF PARCEL NO. 812520 0232 SEWER: VAL VUE SEWER DISTRICT WATER: HIGHLINE WATER DISTRICT SITE ADDRESS: 17083 53rd AVE. S. 260 250 240 230 `, 3 MIN FFE: \ 2),\3/4" Ex Sanitary Sewer. MH 1 Rim: 257.88 IE: 12' PVC N&S 248,7 IE: 8' PVC W 2487 1 I �1 1 STA 4+54, 5.5.' LT 8"x6" TEE (MJxFL) HYDRANT ASSY. 8" PLUG (MJ) CONC. BLOCKING Ex Sanitary Sewer MH Rim: 257.88 IE: 12" PVC N 253.1 IE: 8" Steel S 253.1 NOTE: AN EASEMENT WILL BE GRANTED TO THE WATER DISTRICT, SEWER DISTRICT AND UTILITIES WITHIN THE ENTIRE PRIVATE ROAD TRACT A. 30' (1/2" CPEP yS89'21'31 "E 190100' \ �T=- MIN FFE: 250.0 ® 3.33% 2 1 MIN . FFE: 251.0 I WATER METER (PER STD DET. #21) 1 \ I STA 3+00 54 LT J 8" 45' BEND \(MJ) CONC. BLOCKING`' --- 4 MIN FFE: 253.0 253.0 g 5 MIN FFE: 253.0 DWY STA 2+79, 10.' LT 8"x6" TEE (MJxFL) HYDRANT ASSY. CONC. BLOCKING ( 250 STA 2+46, 5' LT �"' _ ) 8" 45' BEND (MJ) i/ / CONC. BLOCKING -� w / -Rouse - - / / IR / f / f a, I //, /// � S89'21'31 "E 135.36' , , // 2$ - 8'� D`+ AR`A,114NAGE 1/ /I ///- -1- 1 /'a--1---- -1/ i/i /e 10 i7///0 : '%j / / �lrll/� l,lrll�l 230 _,` 2 8 00, • 0/7-- \\� \ -----�-=�•'.-- DWY ILII (I (1('/ _ -, 1`\\ \\.\ -.--,---;-;-,%-..:-;-- /%IIA\- '\\ 4\\\\.C.,..-7:.: \,�� MIN FFE: 1// MINFFE: 8 / 050 /\ `�;�:�' 252.0 251.0 ,y / \� ( ` �� I\ / - / _�-�� /,..•� iii.. ,;;,/ :,,E';.:,, . V •!�:-' -- _'` -- ._-:� l i ��;ii�;/' // /7/// --- --,..„• -:"....------7:-;.......--...--------- ------ - ...:.---_:- ---.2.----..> 1 j �•i ,.-:,..2/./.... j /,.!�%----_:-:-.-----:----;:--::::-------17-1-------:"---- % �� - �-..-- _ ::::" �.�i/iii%//i �;/�� . i i ---��_.__..__ iii7. i DWY S89'08'06•E 231.62' EXIST. ACCESS EASEMENT (REC. #8703062112) Ex Sanitary Sewer MN Rim: 238.86 IE: 8" PVC NE 233.4 REMOVE EXIST. FIRE HYDRANT (SALVAGE TO HWD) CONTRACTOR TO LOCATE END OF EXIST. 8" MAIN: REMOVE PLUG & INSTALL: 8" GATE VALVE (MJ) 6 LF 8" D.I. SPOOL 8"x6" TEE (MJxFL) HYDRANT ASSY. CONC. BLOCKING 1 EXIST. WATER METERS (LOT 9 & OFFSITE) TO REMAIN GRAPHIC SCALE - ______ SIZE LF ___________________________________ # SERVICES SIZE # VALVES SIZE DUCT. IRON -i------- --._._.._..__--2-+--79-,--1- 3 --ST-A- -p,'--LT 1 -___----- --- -------.�_..-- --------- 8�_e-6-TEE (-M�xFE) ' ' i r', 'ik �'r I C--ONTRACTO R TO LOCA CON C. BLOCKNG OF EXIST 8" MA N. �.�Epy,.,#t c --vs. 6 , LF 8" - - K D.I. .- SPOOL-- 1 pp{��qSEq-p IGROSSING I - •---- • , " ®.,._ -- CO C. BLQC11NG _�. �t _ �!_■r --� - ST -A-4-+-5-4,- __LEL_(.MJx1-L.. ,6.5.�i T . _. 1.K ••. 1 1 __ ------__._ - ---5`' �hY6RAtTASS - _ J) „ CON A 2+46 45' -B 5 B EN B,�►� e •TNS--= GO ^-BtGGKI -_--A:8-PEUC-071-4 _ : , --CONC. BEQCIING- o 6 o o 4+00 3+00 PRIVATE ROAD PROFILE SCALE: HOR/Z: ;' 50' VERT.: 1 s 10' LEGAL DESCRIPTION BEGINNING AT THE NW CORNER OF THE SW QUARTER OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, SOUTH 0' 48' 39" E, 1172.16 FT., THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89' 21' 1" EAST 396.0 FT. TO THE TRUE POINT OF BEGINNING. THENCE CONTINUING SOUTH 89° 21' 1" EAST 436.00 FT; THENCE SOUTH 0' 48' 39" EAST, 468.35 FT. TO THE SOUTH BOUNDARY OF THE NORTH Y2 OF THE NORTH Y2 OF THE SW QUARTER OF SAID SW QUARTER; THENCE ALONG THE SAID SOUTH BOUNDARY N 89' 08' 06" W, 436.05 FT.; THENCE N 00' 48' 39" W, 466.66 FT. TO THE TRUE PT. OF BEGINNING; BEING KNOWN AS TRACT 23, SUNRISE VIEW, ACCORDING TO THE UNRECORDED PLAT THEREOF. 2400 +00 260 E END LL: 250 240 230 0+00 ( IN FEET ) 1 inch = 50 ft. REVE E The drawings affixed hereto have been reviewed, The presence of this stamp does not imply approval for construction or installation. CITY OF TUKWILA BUREAU OF FIRE PREVENT110 1 _ Se -e % Dc-kxi ; SCOPE OF PROJECT WATER MAIN TYPE SIZE LF # HYDRANTS # SERVICES SIZE # VALVES SIZE DUCT. IRON 8" 325 3 8 3/4" 1 8" S. 160 ST LJ INTERSTAT 405 S. 166 ST TF VICI \ITY AP z SOUTH CENTER MALL HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL NOTIFY DISTRICT A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS. 3. DEVELOPER'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR DISTRICT OF WATER SYSTEM INSPECTION A MINIMUM OF 72 HRS PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANU- FACTURERS? RECOMMENDATIONS AND HIGHLINE WATER DISTRICT SPECIFICP I ONS. 6. CONTRACTOR TO FURNISH ALL MATERIALS. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52, NO EQUAL. 8. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT. 9. HYDRANTS SHALL BE AS SPECIFIED 10. CUT --INS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHLINE WATER DISTRICT OR PiREFORMED BY - THE DISTRICT 11. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHLINE WATER DISTRICT. 12. ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. 13. ALL COUPLINGS SHALL BE ROMAC 501, OR EQUIVALENT. 14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 15. ALL MAINLINE PIPE SHALL HAVE A 42" MINIMUM COVER AND 60" MAXIMUM COVER UNLESS OTHERWISE SHOWN ON PLANS. 16. DEVELOPER SHALL PAY FOR ALL STATE, CITY, AND COUNTY INSPECTION AND PERMIT FEES. 17. COORDINATE METER LOCATIONS WITH HIGHLINE WATER DISTRICT AUTHORIZED REPRESENTATIVE. 18. FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCE- MENT OF BUILDING CONSTRUCTION. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NO CHANGES ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE DISTRICT. 20. SUBGRADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING WATER SYSTEM FACILITIES. 21. PARTS MUST BE ON-SITE AND INSPECTED BY HIGHLINE WATER DISTRICT PRIOR TO SCHEDULING -CUT-INS OR CONNECTIONS. 22. REFER TO HIGHLINE WATER DISTRICT DESIGN AND DEVELOPMENT STANDARDS FOR ALL REMAINING NOTES AND DETAILS. 23. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HIGHLINE WATER DISTRICT FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 24. COMPACTION TESTING IS REQUIRED FOR ALL OPEN CUTS AND/OR CROSSINGS WITHIN PAVED OR TRAVELED AREAS OF PUBLIC RIGHT -OF-WAYS. HIGHLINE NATER DISTRICT P.O. BOX 3867 23828 30th AVE. S. KENT, WA. 98032-3867 (206) 824-0375 REVISIONS: I_Ll z 0 z W Ch V W a� O o i LO 00 O --•\ N.O. N J) zZ o ( d- s • 0 EXPIRES: 3/1/2008 w 0 0 WATER PLAN HARRY SINGH APPLICANT: (206) 261-7657 DATE: 3 /16 /06 SCALE: 1" = 50' DESIGN BY: JJJ DRWN. BY: JJJ SHEET OF 1