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HomeMy WebLinkAboutWTR2703120.4REVISIONS: REVISIONS PER ARCHITECTURAL SITE PLAN :REVISIONS PER CITY OF RENTON COMMENTS ; REVISIONS PER CITY OF RENTON COMMENTS :REVISIONS PER CITY OF RENTON COMMENTS CHANGES. 05-27-03 DJW AND REDLINES. 06-03-03 DJW AND REDLINES. 07-02-03 DJW AND REDLINES. 07-15-03 DJW A O U o o Z Y U o m Z a w o a- o cn L �. O a� va LL Z L �'.1 00 3a Z .n w U \a rn0 c° vE ' E �I rn- �N rn Q, 00 a L 0 U Z aZo U z ^Zo � U w U Z _D'a p wU a�a -N w Q cn 0 0 0 w w > z z ff w Of = d Ul o � U Q a Q w F- a to m z O 0 w 1 06 _EVEL. ALL GROUND MIN 3' RADIUS 5" STORTZ S�lI HYDRANT LOCATION IN CUT OR FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 f 18" TO 20" BEHIND BACK OF CURB AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT OR 12" BEHIND BACK OF SIDEWALK INLET WITH LUGS, THAT IS ADJACENT TO CURB 5-1//4" MAIN VALVE OPENING, TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. �© EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE © AS REQUIRED (SEE DWG BR46 / PAGE B090). PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL, MAX 4" PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN 2"� RAISED PAVEMENT MARKER TYPE 88 A8 FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED, STIMSONITE TWO-WAY BLUE. 42" MIN CONCRETE BLOCKING BURY MIN 3' RADIUS CONCRETE BLOCKING -f— I ONE MAN ROjK CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT ? 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS, FILL 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD, WASHED DRAIN ROCK (3" TO 3/8") FILL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND [EFORE POLYPIGGING, PRESSURE & PURITY TEST EXISTING LINE ONLY, CUT -IN TEE (INSTALLED BY CITY CREW) 1-12 "x 12 "x 12" TEE (MJxMJxFL) 1-12" GATE VALVE (FLxMJ) 1-12" GATE VALVE (MJxMJ) SEE SECTION AT RIGHT. 1-12 PLUG (MJxMJ) WITH 2 TEMP. BLOW -OFF ASSM'Y. -�- CONC. BLOCKING r EXISTING 12" WTR 12" SOLID SLEEVE 12 SOLID SLEEVE (MJ) NIPPLE TO (MJ) NIPPLE TO FT T. FI T. FOR POL YPI GGI NG: `~ 1-12" VERTICAL CROSS (MJxFL) 1-12" PLUG (MJxMJ) W/ 2" TEMP. BLOW -OFF ASSM'Y. 2-12" BLIND FLANGES (ONE WITH CONC. BLOCKING) PLAN VIEW ADOPTED CITY OF RENTON r�� _ Standard plans N j LST DATE 10/15/96 DWG. NAME BR24 SP PAGE B102 FIRE HYDRANT ASSEMBLY DETAIL TEMP. CONC. BLOCKING77 TEMP, CONC. BLOCKING a• 12" PLUG (MJxMJ) W/ 2" TEMPORARY BLOW -OFF ASSM'Y. BEFOR ] POLYPIGGING, PRESSURE & PURITY TEST EXISTING LINE ONLY. CUT -IN TEE (INSTALLED BY CITY CREW) 1-12"x12"x12" TEE (FLxFLxFL) 3-12" GATE VALVE (FLxMJ) 2-12" SOLID SLEEVES (MJ) OR SEE SECTION AT RIGHT. RO-MAC COUPLINGS 1-12" PLUG (MJxMJ) WITH 2" TEMP. BLOW -OFF ASSM'Y, CONC. BLOCKING 12" SOLID SLEEVE 12" SOLID SLEEVE (MJ) NIPPLE TO (MJ) NIPPLE TO FT T. FI T. EXISTING 12" WTR ..f —♦ -- TEMP. CONC, BLOCKING FOR POL YPI GGI NG: 1-12" VERTICAL CROSS (MJxFL) TEMP. CONC. 1-12" PLUG (MJxMJ) W/ 2" O BLOCKING TEMP. BLOW -OFF ASSM'Y 1-12" BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-12" BLIND FLANGE ON BOTTOM 1-12" PLUG (MJ) W/ 2" TAP AND `-11• 2" TEMP. BLOW -OFF. PLAN VIEW 12" PLUG (MJxMJ) W/ 2" TEMPORARY BLOW -OFF ASSM'Y, 2" BEEHIVE STRAINER 2 OPEN PATTERN, RETURN BEND 2" GALVANIZED IRON PIPE FIELD LOCATE CUT OPENING AS REQUIRED, 1" CLOSE NIPPLE 17"x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND AFTER INSTALLATION, GROUT 1 " 1" UNION 6" MAX. PLATE COVER EQUAL TO FOG-11TE METER SEAL CO. NO.2 AROUND PIPE, 1" NIPPLE METER BOX. FIELD LOCATE. 1" UNION 2"x 2"x I" TEE, 1" CLOSE NIPPLE BETWEEN TEE & BEND. 1" 90' ELBOW-,""- 1" BRONZE GATE VALVE, SCREW EQUAL TO RED -WHITE VALVE CORP. FIG NO.280 2" GALVANIZED IRON PIPE p PIPE -FORD - 4 ORE AL. 18 LONG fi" MIN. -I _ COUPLING COPPER TO MALE IRON C28 4 EQUAL. -�-- o 0 0 ° ° a O 00 o°o a 1" TYPE "K" SOFT COPPER TUBING 12°` MIN. N °po ° Q° °o �a� 00 )o 0 �- 1" IRON PIPE THREAD CORPORATION STOP WITH o o° �O a o o vo, 90' BEND FOR COPPER. FORD TYPE F1000 PACK O JOINT CTS. 1" GALVANIZED IRON PIPE TO FIT 2" CAP WITH 1/8" HOLE 1" 90' ELBOW DOODLE STRAP SERVICE CLAMP WITH FOR DRAIN, 1" IPS TAP TO FIT, EQUAL TO MEULLER CO. 1 COMBINATION AIR RELEASE & VACUUM VALVE, WASHED GRAVEL, PASSING SCREWED, APCO NO, 143C OR EQUAL. 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE, IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED, ;.,"A ADOPTED CITY OF RENTON _ Standard plans N q LST DATE 10/29/96� DWG. NAME BR50 SP PAGE B094 I" AIR & VACUUM RELEASE VALVE ASSEMBLY �`�° �� [AFTER POLYPIGGING, PRESSURE & PURITY TEST "TEE" CONNECTION AT SHATTUCK AVE. S. (NORTH CONNECTION) KT.8. NO TES: CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. REMOVE BLIND FLANGE FOR CITY FORCES WILL PERFORM THE FINAL INSERTION/EXTRACTION OF CONNECTION FROM THE NEW LINE TO THE POLYPIG. EXISTING STUB WITH D.I. SLEEVE AND D.T. SPOOL. SECTION 12" VERTICAL CROSS (MJxFL) BLIND FLANGE F-/► SEE SECTION AT RIGHT -•-- CONCRETE BLOCKING NOTES: AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOCK AND BLOW -OFF AND Ya-(_ _ ) CONNECT WITH SLEEVE (MJ) AND D.I. SPOOLS, FINAL CONNECTION BY CITY FORCES EX. 12" WTR I 12"x12"x12" TEE (MJxFL) 12" GATE VALI (FLxMJ) SHACKLE ROD PLAN VIEW 12" SOLID SLEEVE (MJxMJ) AND 12" D.I. NIPPLES TO FI T. 12 " VERTICAL CROSS (MJxFL) AFTER POLYPIGGING, PRESSURE & PURITY TEST "TEE" CONNECTION AT SHATTUCK AVE. S. (SOUTH CONNECTION) KT.s. REMOVE BLIND FLANGE FOR INSERTION/EXTRACTION OF POL YPI G. SEC TION 12" VERTICAL CROSS (MJxFL) BLIND FLANGE NOTES: CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB, CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW LINE TO THE EXISTING STUB WITH D.I. SLEEVE AND D. I. SPOOL. 12" GATE VALI (FLxMJ) SHACKLE ROD SHACKLE ROD BLIND FLANGE 12" VERTICAL CROSS (MJxFL) 12" SO,., SLEEVE SECTION SEE SECTION AT RIGHT •' CONCRETE BLOCKING •L _X. 12 " 4'� ; �ti 12 "x 12 "x 12" TEE (MJxFL) PLAN VIEW 12" SOLID SLEEVE (MJxMJ) AND 12" D.I. NIPPLES TO FI T, 12" VERTICAL CROSS (MJxFL) BLIND FLANGE NOTES: AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOCK AND BLOW -OFF AND CONNECT WITH SLEEVE (MJ) AND D.I. SPOOLS. FINAL CONNECTION BY CITY FORCES SHACKLE ROD BLIND FLANGE 12" VERTICAL ji CROSS (MJxFL) 12" SOLID SLEEVE SECTION BLIND FLANGE CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL !'Ytr.1 lR�urV Date 3 BY: - Date BY: _—.__-- D a t e _ BY: A L l2. t5 03 EXPIRES: MAY 6, 2003 Lo U7 00 W� a > Q r 00 00 O 00 00 0 zZ..Lo If) PO JOWCV cv�Z I.._ Z .-. ,. 1-s 0�0Lr)xL0m0 W aoWZ�Q�WQ Q�s LL IL �n V ct ct W •� ct U Q 3 Z O Z w W LL 0 w c0 WZO d� 00 0000 CO 0co o Qz 0 X ()0 Oz LL LLWWOI CL W 0 0 00 00 O�mco 0CLCCO< Fu.z3o � OOWcvv 0w°CJw 0-0_��z it em u- a 0 0Orncwn5- 0 (PROJECT NO.: 00-25 DRAWN BY: DJW ISSUE DATE: 04-03-03 SHEET REV.: 07-15-03 DETAILS (WATER) i� Z zx "C CD N 5 � a ��y V °z x ccn tTj N e -4 - SHEET OF C'YD ; k/ - c>� el G 1ANNED NOV s 7 Z003