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HomeMy WebLinkAboutzS-3396Seta • . �+ ! RETAIL UNDERGROUND _ �. .. SPACE PARKING %. = N AVAILABLE FIRE FLOW IS 5,500 GPM. ,��.'..;..,ssyyJ'j' ✓� '< �� %�/ ✓jc�s.� % "r�,f�„�.- ',.;�'�;3 „sue.;, %y�;�f,r PROJECT IS WI THIN 320 WA TER ZON PRV REQUIRED ON DOMES77C WATER SERVICES 125-+ PSI). // y.f l ..... ri!J ✓ /,, ?.a2s'r /�.rF/rf 3nS,. /i.�...ss .ri�ri� /i .yf�. / /riJ /1...%,l ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034 -6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Lu co Z V w J Q W d u ftj 0 J rw f uj o 1� s (� p >n476M1V ♦ �V EXPIRES: 11/12/0-1 STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 06-213 SHEET NO. 6 OF 12 � � V to ' i-a pq a s a a a a Nai N y in fn ai y A to Q y`6N3 � � o 4 Z S �i U C e W it 3�aaW a�a_ A N N tl�• � ^ n DAVID ROBERTM PLS PROJECT MANAGER ROBERT WALUtS; PLS PROJECT SURVEYOR SHERI MURATA ` PE PROJECT ENGINEER DENISE UFnN, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 1118106 SCALE: HORiz.: 1 " =30' MT.: NIA i (� p >n476M1V ♦ �V EXPIRES: 11/12/0-1 STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 06-213 SHEET NO. 6 OF 12 � � V to ' i-a 48" MH 54" MH 60" MH *A' - I 'B' I 'C' MANHOLE FRAME AND COVER 'E' 48 6 MIN. 5 MIN 6• ii 54" _ 8" MIN. SEE DRAWING BR29 24" MIN. 24" I.D. 2. 8" MIN, 6" MIN, 42" MIN. 30" I.D. 3. (SP PAGE B074) 4' 90' SEND (MJ) 2"x2­x2­ TEE 2" UNION 12" MAX 117'*x30" PLASTIC METER BOX EQUAL TO MID STATES ...... " 24 ....... ALL JOINTS SHALL BE GROUTED. ADJUSTMENT (4' MIN.) IRON DIAMOND PLATE. 18'x31' MSCBC 173OR 13 LF 4" O.I. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, 2- BRONZE GATE VALVE, SCREWED EQUAL 12* CONE TO RED-WHITE VALVE CORP. FIG NO. 280 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE, 'Do 2' RESILIENT SEAT GATE VALVE WITH If 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 4" Fl. MJ ADAPTOR 12" MAX. THREADED ENDS 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE, SANITARY MANHOLE • 2' 4 I RUBBER GASKETED JOINTS IN 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR NIPPLE BETWEEN SENDS APPROVED EQUAL. TYPICAL DETAIL CLOSE NIPPLE ACCORDANCE WITH ASTM C-443 MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A -SURETRACK- CLIMBING 0 a" a 0 V � 7 AND FALL PROTECTION SYSTEM INSTALLED, I.P. THREAD TO COPPER, EQUAL ADOPTED To FORD FB 500. 2" TYPE K SOFT, Ci CITY OF RENTON 2" GALVANIZED IRON PIPE 18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2" 70 BUILDING IPS TAP TO FIT, EQUAL TO MUELLER CO. _d (THREADED) STANDARD PLANS IPS TAP TO FIT, EQUAL TO MUELLER CO. BY PASS NOT ALLOWED LST DATE: 04/04 AIR AND VACUUM VALVE 2" ASSEMBLY STEPS - 3/4" DEFORMED BAR FOR IRRIGATION METERS 0/0 Revigsd.,notes. 108 13 2' 1 CRUSHED ROCK BASE STEPS SHALL BE INCLUDED O 7/961 Added notes. TO SUPPORT VAULT. DWG. NAME: 6071 SP PAGE:B071 1-1 /2" AND RVIrE TAI A-A NOTE MATERIAL LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR PRIVATE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED TOUCHREAD DEVICE CONCRETE RISER BY PIPE INC,, PIPING WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 7' MIN. 2" topped tee on new water meter. CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 2. OR APPROVED EQUAL. 4' TEE REQUIRED WITH PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL) 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr. A (EQUAL TO PIPE INC.. OR UTILITY VAULT NTH required (dwg BR41/page 8090), 57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR MOUNTED ON STEEL PLATE 4. Two piece cost Iron valve box. Standard 8* top section with regular base section, length to NON-RISING STEM WITH HAND WHEEL EQUAL TO OLYMPIC FOUNDRY CO. EQUAL TO MUELLER CO.A-2380 -6. STANDARD 0' TOP SECTION, WITH fit. lug' type cover. REGULAR BASE SECTION LENGTH TO FIT. 5. 2" brass bushing (MIPT x FIPT) 2 each 2' brass or bronze nipples 6* length, threaded ends 2 TYPICAL RIB 6- OR 4- (FLxPE) CEMENT LINED r. each 2'-90* brass or bronze elbows (FIPT x FIPT) 2-1/2- MIN. FROM N ST LONG WITH COLLAR 20' FROM P.E. 6. 2* (MIPT) x compression fitting, Ford C84-66 or equal. AND FRONT EDGE OF PIT UD VALVE NUT EXTENSION IF REWIRED 7. 2* soft copper type K or brass nipples, length to fit. L (DWG BR46/PAGE BODO) S. 2" threaded brass 90' ell. 12" (TYP) 2' Customsetter with by-puss Ford VSH 86-128-11-77 (17-3/16') or McDonald brass MAX.. PIPE SIZE 'E' 3OB715WDFF775, with flanged 10 angle ball valve and padlock wings on inlet, and angle check valve outlet, boll volve on bypass 5- with padlock wings. Customsetter shall have vertical Inlet and outlet. LADDER-STD. ALUMINUM (FLxMi) EQUAL TO MUELLER 10. Rigid meter spreader to be supplied and installed In meter Better by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related OR GALVANIZED STEEL meter fee and satisfactory pressure and purity tests. 12. 17N30" equal to Mid-States, Plastics, Inc, BCF Series MSSCF 1730-18 with 2* thick Ductile CONCRETE SHELF ;al MORTAR FILLET -\ 1-5/8' drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2* pfug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extension of water service.; "SERVICE MA RIAL LIST FOR 1-1 WITH METER LOCATED IN RIGHT-2L-WAY BEHIND SIDEWALK 1, 2' topped tee on new water main 1% 4' long X 2" brass nipple with threaded ends (MIPT), 3. PRECAST BASE SECTION required (dwg BR46/poga 8090). 4. Two piece cost iron valve box. Standard 8" top section with regular base section, OR CAST IN SHELF. length to fit. "lug" type cover. 5. 2* X 1-1/2' hex brass bushing (MIPT x FIPT) TO BUILDING FLOW 2 each 1-1/2* brass or bronze nipples 6" length, threaded ends . . . . . . . . ... 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 6. 1- 1 /2" (MIPT) x compression fitting, Ford C84-66 or equal. .4 4 A' 12' AROUND 7. 1- 1 /2' soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack-joint 90' ell, for Ford L44-77 or equal, 9. 1-1/2' Customsetter with by -pass Ford 'YBH 66-12B x 13-3/16' or McDonald brass, with 6" MIN. (TYP) angle boll valve and padlock wings on inlet, and angle check volve outlet, boll valve on bypass dTY PRIVATE with padlock wings. Customsetter shall hove vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil SANITARY MANHOLE TYPICAL DETAIL related water meter fee and satisfactory pressure and purity tests. 12. 17*x30' equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile iron damond plate cover 18 *x31* equal to Mid-Skates Plastics, Inc. MSCBC-1730-R with NOT TO SCALE 1-5/8' drilled hole for touchread pit lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2,1 & 2" WATER SERVICE DETAIL 48" MH 54" MH 60" MH *A' - I 'B' I 'C' 'D' 'E' 48 6 MIN. 5 MIN ii 54" _ 8" MIN. 5.5' 24" MIN. 24" I.D. 2. 8" MIN, 6" MIN, 42" MIN. 30" I.D. FIRE HYDRANT SHALL BE COREY-TYPE, EQUAL TO IOWA F-5110 OR COMPRE$SION' TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6 MECHANICAL JOINT INLET, WITH LUGS. 5 -1/4' MAIN VALVE OPENING.. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD: THREADS- 4' PUMPER CONNECTION- CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR, 4.870' SEATTLE THREAD X 5* STORZ. ATTACHED WITH 1/8-.STAINLESS STEEL CABLE. 1-1/4' PENTAGON OPERATING 'NUT, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-wMOORE/PRESEIRVATIVE PAINT No. 5780-563 DTM ACRYLIC. GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CE ROADWAY OR AS CONNE07ION TO FA DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. -18" TO 20* BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 8' TOP SECTION 4.875' x V* STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX kX4:� RAISED PAVEMENT MARKER TYPE 88 A MIN 2�1 A8 STIMSONITE TWO-WAY BLUE. 42* MIN CONCRETE BLOCKING BURY MAIN LINE 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 16' x 8" x 4' 2-3/4- COR-TENISTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8-) MIN. 11' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS 1 4.875* x 5' STORZ 6 1 ONE MAN ROCK FILL CUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL o ADOPTED Cm OF RENTON n. STANDARD PUNS LST DATE: 04/04 NAME; B102 SP PAGE: B102 r", IO REVIS N 191 _PR DWG. No'.o. A A L A I I - 2'- 0" 10 CONCRETE CLASS 3000 ----------- I 1-4-3/4" 12"0 SECTION A -A FIBER JOINT WATER TIGHT PACKING PLUG B B 1 45- (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 24 SECTION B -6 i fi CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. j NOTES: 1. 6" CLEANOLIT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-O' THICK, 2'-0" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. CITY OF RENTON STANDARD PLANS LST DATE: 04/04 I04/10/03 _Revised notes. JOH DMC 110/17/96 Added notes. DCV AG DWG. NAME: 8076 SP PAGE: 8076 Py APPI47) iiffl 2" OPEN PATTERN, RETURN BEND - 180* 2" GALVANIZED IRON PIPE FIELD LOCATE NOTES Q6WBQ VALVE BOX SHOULD NOT REST ON ii 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. INSTALLATION, GROUT AROUND PIPE. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, 2" BEEHIVE STRAINER SHORT NIPPLE SHACKLE RODS PER CITY 3. CASTING TO BE PER .DRAWING SR29. 4' 90' SEND (MJ) 2"x2­x2­ TEE 2" UNION 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 117'*x30" PLASTIC METER BOX EQUAL TO MID STATES 5. ALL JOINTS SHALL BE GROUTED. IRON DIAMOND PLATE. 18'x31' MSCBC 173OR 13 LF 4" O.I. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, 2- BRONZE GATE VALVE, SCREWED EQUAL 12* COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-AROSHIELD OR TO RED-WHITE VALVE CORP. FIG NO. 280 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE, :3 2' RESILIENT SEAT GATE VALVE WITH If 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 4" Fl. MJ ADAPTOR 12" MAX. THREADED ENDS 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE, SANITARY MANHOLE • 2' 4 I 2-2" BRASS 90' SENDS WITH CLOSE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR NIPPLE BETWEEN SENDS APPROVED EQUAL. TYPICAL DETAIL CLOSE NIPPLE 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A -SURETRACK- CLIMBING 0 a" a 0 V � 7 AND FALL PROTECTION SYSTEM INSTALLED, I.P. THREAD TO COPPER, EQUAL ADOPTED To FORD FB 500. 2" TYPE K SOFT, Ci CITY OF RENTON 2" GALVANIZED IRON PIPE 18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2" 70 BUILDING IPS TAP TO FIT, EQUAL TO MUELLER CO. _d (THREADED) STANDARD PLANS IPS TAP TO FIT, EQUAL TO MUELLER CO. BY PASS NOT ALLOWED LST DATE: 04/04 AIR AND VACUUM VALVE 2" ASSEMBLY FOR IRRIGATION METERS 0/0 Revigsd.,notes. 108 13 2' 1 CRUSHED ROCK BASE O 7/961 Added notes. TO SUPPORT VAULT. DWG. NAME: 6071 SP PAGE:B071 1-1 /2" AND RVIrE TAI A-A NOTE MATERIAL LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR FIRE HYDRANT SHALL BE COREY-TYPE, EQUAL TO IOWA F-5110 OR COMPRE$SION' TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6 MECHANICAL JOINT INLET, WITH LUGS. 5 -1/4' MAIN VALVE OPENING.. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD: THREADS- 4' PUMPER CONNECTION- CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR, 4.870' SEATTLE THREAD X 5* STORZ. ATTACHED WITH 1/8-.STAINLESS STEEL CABLE. 1-1/4' PENTAGON OPERATING 'NUT, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-wMOORE/PRESEIRVATIVE PAINT No. 5780-563 DTM ACRYLIC. GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CE ROADWAY OR AS CONNE07ION TO FA DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. -18" TO 20* BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 8' TOP SECTION 4.875' x V* STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX kX4:� RAISED PAVEMENT MARKER TYPE 88 A MIN 2�1 A8 STIMSONITE TWO-WAY BLUE. 42* MIN CONCRETE BLOCKING BURY MAIN LINE 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 16' x 8" x 4' 2-3/4- COR-TENISTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8-) MIN. 11' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS 1 4.875* x 5' STORZ 6 1 ONE MAN ROCK FILL CUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL o ADOPTED Cm OF RENTON n. STANDARD PUNS LST DATE: 04/04 NAME; B102 SP PAGE: B102 r", IO REVIS N 191 _PR DWG. No'.o. A A L A I I - 2'- 0" 10 CONCRETE CLASS 3000 ----------- I 1-4-3/4" 12"0 SECTION A -A FIBER JOINT WATER TIGHT PACKING PLUG B B 1 45- (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 24 SECTION B -6 i fi CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. j NOTES: 1. 6" CLEANOLIT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-O' THICK, 2'-0" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. CITY OF RENTON STANDARD PLANS LST DATE: 04/04 I04/10/03 _Revised notes. JOH DMC 110/17/96 Added notes. DCV AG DWG. NAME: 8076 SP PAGE: 8076 Py APPI47) iiffl . . . . . . . ... ........... 2" OPEN PATTERN, RETURN BEND - 180* 2" GALVANIZED IRON PIPE FIELD LOCATE Q6WBQ VALVE BOX SHOULD NOT REST ON ii CUT OPENING AS REQUIRED, AFTER PIPE, LATER COMPACTION IN AREA OF VALVE BOX THE THE SERVICE. INSTALLATION, GROUT AROUND PIPE. (k#JxMJ) PAINTED BLUE COULD CAUSE BREAKAGE OF 2" BEEHIVE STRAINER SHORT NIPPLE SHACKLE RODS PER CITY 2" CLOSE NIPPLE OF RENTON SPECIFICATIONS 4' 90' SEND (MJ) 2"x2­x2­ TEE 2" UNION 117'*x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1130-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18'x31' MSCBC 173OR 13 LF 4" O.I. PRIVATE PLUMBING 2- BRONZE GATE VALVE, SCREWED EQUAL 12* 7, -0* TO RED-WHITE VALVE CORP. FIG NO. 280 SHALLCONNECT :3 2' RESILIENT SEAT GATE VALVE WITH 4" Fl. MJ ADAPTOR 12" MAX. THREADED ENDS Z R i_ OR 4" FxMJ ADAPT 2" 90' SEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE HERE • 2' 4 I 2-2" BRASS 90' SENDS WITH CLOSE Z NIPPLE BETWEEN SENDS 2" GALVANIZED IRON PIPE TO FIT4 PER OSHA CLOSE NIPPLE 4 0 0 a" a 0 V � 7 12" INIIN. I.P. THREAD TO COPPER, EQUAL To FORD FB 500. 2" TYPE K SOFT, SS PLUG J COPPER TUBING TO Ft 2" GALVANIZED IRON PIPE 18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2" 70 BUILDING IPS TAP TO FIT, EQUAL TO MUELLER CO. _d (THREADED) HOLE FOR DRAIN. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. BY PASS NOT ALLOWED AIR AND VACUUM VALVE 2" ASSEMBLY FOR IRRIGATION METERS 1-1/2" AND RETAINED ON 2 3 6 7 13 2' 1 CRUSHED ROCK BASE TO SUPPORT VAULT. 1-1 /2" AND RVIrE TAI A-A NOTE MATERIAL LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR PRIVATE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED TOUCHREAD DEVICE AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION PIPING WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 1. 2" topped tee on new water meter. CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 2. 4* long X 2* brass nipple with threaded ends (MIPT). 4' TEE REQUIRED WITH PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL) 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr. (EQUAL TO PIPE INC.. OR UTILITY VAULT NTH required (dwg BR41/page 8090), 57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR MOUNTED ON STEEL PLATE 4. Two piece cost Iron valve box. Standard 8* top section with regular base section, length to NON-RISING STEM WITH HAND WHEEL EQUAL TO OLYMPIC FOUNDRY CO. EQUAL TO MUELLER CO.A-2380 -6. STANDARD 0' TOP SECTION, WITH fit. lug' type cover. REGULAR BASE SECTION LENGTH TO FIT. 5. 2" brass bushing (MIPT x FIPT) 2 each 2' brass or bronze nipples 6* length, threaded ends 2 TYPICAL RIB 6- OR 4- (FLxPE) CEMENT LINED r. each 2'-90* brass or bronze elbows (FIPT x FIPT) 2-1/2- MIN. FROM N ST LONG WITH COLLAR 20' FROM P.E. 6. 2* (MIPT) x compression fitting, Ford C84-66 or equal. AND FRONT EDGE OF PIT UD VALVE NUT EXTENSION IF REWIRED 7. 2* soft copper type K or brass nipples, length to fit. L (DWG BR46/PAGE BODO) S. 2" threaded brass 90' ell. 9. 2' Customsetter with by-puss Ford VSH 86-128-11-77 (17-3/16') or McDonald brass 3OB715WDFF775, with flanged 10 angle ball valve and padlock wings on inlet, and angle check valve outlet, boll volve on bypass with padlock wings. Customsetter shall have vertical Inlet and outlet. (FLxMi) EQUAL TO MUELLER 10. Rigid meter spreader to be supplied and installed In meter Better by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related water meter fee and satisfactory pressure and purity tests. 12. 17N30" equal to Mid-States, Plastics, Inc, BCF Series MSSCF 1730-18 with 2* thick Ductile iron damond plate cover 18 *x31* equal to Mid-States Plastics, Inc. MSCBC-1730-R with ;al 1-5/8' drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2* pfug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extension of water service.; "SERVICE MA RIAL LIST FOR 1-1 WITH METER LOCATED IN RIGHT-2L-WAY BEHIND SIDEWALK 1, 2' topped tee on new water main 2. 4' long X 2" brass nipple with threaded ends (MIPT), 3. 2" resilient seat valve with threaded ends. square operating nut and valve nut extension if required (dwg BR46/poga 8090). 4. Two piece cost iron valve box. Standard 8" top section with regular base section, length to fit. "lug" type cover. 5. 2* X 1-1/2' hex brass bushing (MIPT x FIPT) TO BUILDING FLOW 2 each 1-1/2* brass or bronze nipples 6" length, threaded ends . . . . . . . . ... 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 6. 1- 1 /2" (MIPT) x compression fitting, Ford C84-66 or equal. 12' AROUND 7. 1- 1 /2' soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack-joint 90' ell, for Ford L44-77 or equal, 9. 1-1/2' Customsetter with by -pass Ford 'YBH 66-12B x 13-3/16' or McDonald brass, with flanged angle boll valve and padlock wings on inlet, and angle check volve outlet, boll valve on bypass dTY PRIVATE with padlock wings. Customsetter shall hove vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related water meter fee and satisfactory pressure and purity tests. 12. 17*x30' equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile iron damond plate cover 18 *x31* equal to Mid-Skates Plastics, Inc. MSCBC-1730-R with PIPING PIPING 1-5/8' drilled hole for touchread pit lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2,1 & 2" WATER SERVICE DETAIL property owner is responsible for any necessary adaptation or extension of water service. LOCATED IN RIGHT-OF-WAY NOTE: BEHIND SIDEWALK S' OR 4" PExPE CEMENT ADOPTED SEE BR41-TR ON METER BOX IN DRIVEWAYS CITY OF RENTON LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6-,4- OR 3- COMPOUND WATER METER (FL) STANDARD PLANS EQUAL TO SENSUS SRH COMPOUND METER PATH LST DATE: 04/04. WHEEL HIGH RESOLUTION (100 CUBIC FEET) ADJUSTABLE STEEL 6* OR 4" FLEXIBLE FLANGED REGISTER. FOR 3* METER, REDUCE AT METER PIPE SUPPORT COUPUNG ADAPTOR, ROMAC WITH 4"X3' FL-FL CONCENTRIC REDUCER. STANCHION BOLTED OR APPROVED EQUAL. TO FLOOR GENERAL NOTES: NAME: 8107.2 SP PAGE: 6107.2 DE4TEEEEEREEVISEIOMEEEE�By AEP20 DWG. . . . . . . . ... ........... 2" AIR & VACUUM RELEASE 1111 VALVE ASSEMBLY ADOPTED CITY OF RENTON STANDARD PLANS fi LST DATE: 04/04 D11- NAME: 6095 SP PAGE: B095 2" OPEN PATTERN, RETURN BEND - 180* 2" GALVANIZED IRON PIPE FIELD LOCATE 2" 90* ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. (k#JxMJ) PAINTED BLUE 2" UNION 2" BEEHIVE STRAINER SHORT NIPPLE SHACKLE RODS PER CITY 2" CLOSE NIPPLE OF RENTON SPECIFICATIONS 4' 90' SEND (MJ) 2"x2­x2­ TEE 2" UNION 117'*x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1130-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18'x31' MSCBC 173OR 13 LF 4" O.I. 4- 90' SEND (MJ) 2- BRONZE GATE VALVE, SCREWED EQUAL 12* 7, -0* TO RED-WHITE VALVE CORP. FIG NO. 280 :3 2' RESILIENT SEAT GATE VALVE WITH 4" Fl. MJ ADAPTOR THREADED ENDS Z R i_ OR 4" FxMJ ADAPT 2" 90' SEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE ADDER WITH 7H SUPPORT BARS • 2' 4 I 2-2" BRASS 90' SENDS WITH CLOSE NIPPLE BETWEEN SENDS 2" GALVANIZED IRON PIPE TO FIT4 PER OSHA CLOSE NIPPLE 0 a" a 0 V � 2' CORPORATION STOP W BEND, 12" INIIN. I.P. THREAD TO COPPER, EQUAL To FORD FB 500. 2" TYPE K SOFT, J COPPER TUBING TO Ft 2" GALVANIZED IRON PIPE 18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2" 70 BUILDING IPS TAP TO FIT, EQUAL TO MUELLER CO. _d 2" CAP WITH 1/8" HOLE FOR DRAIN. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. AIR AND VACUUM VALVE 2" ASSEMBLY WASHED GRAVEL, PASSING APCO NO. 1452C OR EQUAL. 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN 2' 4' TEE (MJxFL) NOTE f ari. PRIVATE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION PIPING WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN DEAC MAN BLOCK PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 4' TEE 2" AIR & VACUUM RELEASE 1111 VALVE ASSEMBLY ADOPTED CITY OF RENTON STANDARD PLANS fi LST DATE: 04/04 D11- NAME: 6095 SP PAGE: B095 2008 TRIAD ASSOCIATE TRLkD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Z U U v a W L4 Z *4 QC 0 4- Ilk O 0 2 7t 2 2 tn V) In In 0 s, Q Cr lot Z C) 4k, O V v Z DAVID R .PRER7SaV. PI-S PROJECT MANAGER ROBERT wnug PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER DENISE L"N, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 1118106 SCALE: HOES: NIA YET.: NIA 41846 ZONAL �- � j�� jog F_-EXPIRES: 11/12/ 0-1 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 06=F27J SHEET NO. 1 1OF12 4* POST INDICATOR 'VALVE (k#JxMJ) PAINTED BLUE 2-3/4' SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 4' 90' SEND (MJ) 13 LF 4" O.I. 4- 90' SEND (MJ) TEE (MJxFL) GATE VALVE (FLAW) Z 12* 7, -0* :3 4" Fl. MJ ADAPTOR Z R i_ OR 4" FxMJ ADAPT ♦ ADDER WITH 7H SUPPORT BARS • 2' 4 I PER OSHA 4' 6" 70 BUILDING _d FLOW-• - EPDXY GROUT 2' 4' TEE (MJxFL) WELDED STEEL COLLAR ari. PRIVATE TOUCH READ PIT LID SENSOR MOUNTED ON PIPING PIPING STEEL PLATE COVER THROUGH 1-5/8* DIA. DRILLED HOLE IN CCIVER. DEAC MAN BLOCK 4' TEE REQUIRED WITH PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL) SHACKLING TO TEE PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr. (EQUAL TO PIPE INC.. OR UTILITY VAULT NTH 57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR MOUNTED ON STEEL PLATE 6*,4' OR 3" GATE VALVE (FLXFL) COVER TWO PIECE CAST IRON VALVE BOX, NON-RISING STEM WITH HAND WHEEL EQUAL TO OLYMPIC FOUNDRY CO. EQUAL TO MUELLER CO.A-2380 -6. STANDARD 0' TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 6- OR 4- (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 V-6- LONG WITH COLLAR 20' FROM P.E. EQUAL To THOSE SUPPUM BY PACIFIC 4- VALVE NUT EXTENSION IF REWIRED WATER WORKS CO. INC. L (DWG BR46/PAGE BODO) 6', 4' OR 3* GATE VALVE 10 (FLxMi) EQUAL TO MUELLER CO. A-2380-20. ;al TO BUILDING FLOW 12' AROUND 10 dTY PRIVATE PIPING PIPING S' OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6-,4- OR 3- COMPOUND WATER METER (FL) EQUAL TO SENSUS SRH COMPOUND METER PATH TOUCHREAD PITUD REGISTER & SENSOR WITH WHEEL HIGH RESOLUTION (100 CUBIC FEET) ADJUSTABLE STEEL 6* OR 4" FLEXIBLE FLANGED REGISTER. FOR 3* METER, REDUCE AT METER PIPE SUPPORT COUPUNG ADAPTOR, ROMAC WITH 4"X3' FL-FL CONCENTRIC REDUCER. STANCHION BOLTED OR APPROVED EQUAL. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOW OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12- FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED $0 IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT 3", 4" & 6" COMPOUND THE DESIGNED THRUST, METER SERVICE ADOPTED VO"'� CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DATE I REVISION DWG. NAME: 8108 SP PAGE: B108 .......... ..... . . . . . . . . . . . . . . 2008 TRIAD ASSOCIATE TRLkD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Z U U v a W L4 Z *4 QC 0 4- Ilk O 0 2 7t 2 2 tn V) In In 0 s, Q Cr lot Z C) 4k, O V v Z DAVID R .PRER7SaV. PI-S PROJECT MANAGER ROBERT wnug PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER DENISE L"N, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 1118106 SCALE: HOES: NIA YET.: NIA 41846 ZONAL �- � j�� jog F_-EXPIRES: 11/12/ 0-1 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 06=F27J SHEET NO. 1 1OF12