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Home My WebLink AboutS-344703w Q Z I- 0 LIJ '3 0 ry n NE 4TH STREET EX -I- a _- 7 +00 EX. 8 -S 48 +00 49 +00 80 INTERSECTION STA 50 +00.00 (NE 4TH ST.) = STA 0 +00.00 (DUVALL AVE, NE) N 1810001.98, E 1313334.84 N_ V. SSMH RIM= 408.58 IE= 391.94 (8 -IN, SOUTH) IE= 381.56 (8°IN, WEST; 8-OUT, EAST) `f STA 47 +15.36, 42.00' RT -- -s =- w -nn 11'r - - -- IN - -- w- _ -- w- ULT- �. - �- - L...... g...,. - - - - ° wa® to I ; I < U' I PRIVATE WATER LINE TO BUILDING. 83° N 20 POLY, SIDR7. �rrT REQUIRES SEPARATE PLUMBING PERMIT. °I SIZING NOT REVIEWED BY THIS PERMIT. K � W f -tom - D - I/ I I j NEW 1.5- WATER METER & SERVICE PER CITY DTL B107.2 (VIA SEPARATE I I I PERMIT, WORK DONE BY `CITY CREWS WATER & SEWER NOTES UPON PERMIT PYMT.) 1. REFER TO SHEET C1.6 FOR CITY STD. NOTES. - w - w r - w - 2. STATIC WATER PRESSURE 61 PSI. I JI I 3. NEW SIDESEWER PIPE SHALL BE PVC, SDR35. I N J 4. CONTRACTOR'S SURVEYOR SHALL FIELD VERIFY THE HORIZONTAL I CD CD EX. FH AND VERTICAL LOCATIONS OF ALL EXISTING STRUCTURES, z o W UTILITIES AND ELEVATIONS AND REPORT FINDINGS TO w -I - - -I w X TERRAFORMA PRIOR TO ANY CONSTRUCTION. W UJ UJ I II �,....� I EX. 1- WATER METER BOX TO BE I Q I I REMOVED AND SERVICE ABANDONED f -I I (BY CITY CREWS) �,..��ffr , = °4 J 0 k(,' y 11 ?$j - t.2: J i y W 00I o > N I ; s (gGD h (.. .. ... ...... ....... _ .... .... .... ............ , ......... .... i .. ._.. ... .._. .. ..... .. ...., .... ........ -� -- = '�----- - - - - -- -- ' = - - -- - - -- -- - -- - -- - - - -a - - - -- - - - -` - -- - - II I rT -=:1 �I II I I I I I I I I I I I 1 •,, I I I I ,1{ 12Y4 "- 14" - I i 11" 12 Y4" - 14" - CAST IRON RING RECESSED LIFT POCKET CONCRE CLASS t TIGHT NOTES: 1. 8' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. N0. 3698 OR EQUAL. CLEAN OUT SHALL 8E A WATER TIGHT ASSEMBLY. 8 OR 6 INCH CLEANOUT 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWMC BR36. G1Z Y O� ADOPTED CITY OF RENTON P 4 LL STANDARD PLANS IST DATE', 03/2005 nATF I RFVISICIN RY lAidlop'nil DWG. NAME: 6076 -1 SP PAGE: B076.1 CAUTION VALVE BOX SHOULD NOT REST ON ? PIPE. LATER COMPACTION IN AREA OF VALVE BOX nnu[ n CAIISF THE BREAKAGE OF THE SERVICE. I PRIVATE PLUMBING SHALL CONNECT HERE I. BRASS PLUG THREADED) i NOT ALLOWED [CATION METERS 1-1 /2" AND 2" WATER SERVICE DETAIL MATERIAL LIST FOR 2" SERVICE WITH METER (,QCATED IN RIGHT -OF -WAY BEHND SIDEWALK DRILL 1 -5 /8" DIA. HOLE FOR TOUCHREAD DEVICE iFROM 1. 2" lapped tee on new water meter. 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 BR41 /page BODO), 4. Two piece cast iron valve box. Standard 8" top section with regular base section. length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 RIB each 2 " -90' brass or bronze elbows (FIPT x FIPT) 2 -1/EST 6. 2" (MIPT) x compression fitting, Ford C84 -66 or equal. AND FRONT EDGE OF PIT LID 7. 2" soft copper type K or brass .nipples, length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by -pass Ford VBH 85- 128 -11 -77 (17- 3/16 ") or McDonald brass 305715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boil valve on bypass inl with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Woter meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17 "00" equal to Mid - States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron domond plate cover 18 "x31" equal to Mid- Stotes Plastics, Inc. MSCBC- 1730 -R with 1 -5/8" drilled hale for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT ) with 2" P lu g ( MIPT ). Fo r d C - 14 - 66 or equal. Th e property Y owner is responsible for any necessary adaptation or extension of .water service. MATERIAL LIST FOR 11-1/2" SERVICE WITH METER LOCATED IN RIGHT-Of-WAY BEHIND SIDEWALK L 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 /page B090). 4. Two piece cast iron valve box. Standard 8" top section with regWor base section, length to fit, "lug" type cover. 5. 2" X 1 -1/2" hex brass bushing (MIPT x FIPT) 2 each 1 -1/2" brass or bronze nipples 6" length, threaded ends to 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. 7. 1 -1/2" soft copper type K or brass nipples, length to fit. ; 0. 1 -1/2" pack -joint 90' ell, for Ford L44 -77 or equal. 9. 1 -1/2" Customsetter with by -pass Ford VSH 66 -12B x 13- 3/16" or McDonald brass, with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings. Customsetter shall have 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 Olt 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 domond plate cover 18 "x31" equal to Mid- States Plastics, Inc. MSCBC- 1730 -R with 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_12" & 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 SEE BR41 -TR ON METER BOX IN DRIVEWAYS �1`�Y O,n ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 I`naTF aFtnclnnl av noPR'n DWG. NAME: B1072 SP PAGE: 8107.2 CITY PERMIT ' / MTE: CARL'S J R- H I LLCREST SQUARE 1/15/08 for FIELDBOOK: CARL KARCHER ENTERPRISES, INC. PAGE DRAWING N0: 4525 NE 4th Street, Renton, WA 98059 WATER & SEWER PLAN 5 "ELF: OF. 6 0_0' s 4701 0- 344701 Cs a1. LEGEND NW 1/4 OF SEC. 15, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA NOTE EXISTING PROPOSED THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY.' THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 8,. i ^I- a� - - - tN - WATER MAIN UTILITIES BEFORE COMMENCING WORK: 8" r S EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR - -- - �- SEWER MAIN SHALL FIELD VERIFY EXISTING GRADES AND N011FY ENGINEER OF 12 ANY DISCREPANCIES BEFORE COMMENCING WORK. - - DD- - - '- " " " " " " " ",:: '' " "'" " " " "" STORM DRAIN CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND GRAPHIC SCALE ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO FIRE HYDRANT CONFIRM EXISTING UTILITY AND GRADE INFORMATION. 20 0 10 20 40 CALL 48 HOURS ® WATER METER BEFORE YOU DIG X GATE VALVE ( IN FEET ) 1 -800 -424 -5555 -- O SEWER MANHOLE = 1 inch 20 ft. - - - - - - - - -` - -- - OHP /OHT - - - - - - OHP OHT----.------------ ........ :; - . _. I O� NE 4TH STREET EX -I- a _- 7 +00 EX. 8 -S 48 +00 49 +00 80 INTERSECTION STA 50 +00.00 (NE 4TH ST.) = STA 0 +00.00 (DUVALL AVE, NE) N 1810001.98, E 1313334.84 N_ V. SSMH RIM= 408.58 IE= 391.94 (8 -IN, SOUTH) IE= 381.56 (8°IN, WEST; 8-OUT, EAST) `f STA 47 +15.36, 42.00' RT -- -s =- w -nn 11'r - - -- IN - -- w- _ -- w- ULT- �. - �- - L...... g...,. - - - - ° wa® to I ; I < U' I PRIVATE WATER LINE TO BUILDING. 83° N 20 POLY, SIDR7. �rrT REQUIRES SEPARATE PLUMBING PERMIT. °I SIZING NOT REVIEWED BY THIS PERMIT. K � W f -tom - D - I/ I I j NEW 1.5- WATER METER & SERVICE PER CITY DTL B107.2 (VIA SEPARATE I I I PERMIT, WORK DONE BY `CITY CREWS WATER & SEWER NOTES UPON PERMIT PYMT.) 1. REFER TO SHEET C1.6 FOR CITY STD. NOTES. - w - w r - w - 2. STATIC WATER PRESSURE 61 PSI. I JI I 3. NEW SIDESEWER PIPE SHALL BE PVC, SDR35. I N J 4. CONTRACTOR'S SURVEYOR SHALL FIELD VERIFY THE HORIZONTAL I CD CD EX. FH AND VERTICAL LOCATIONS OF ALL EXISTING STRUCTURES, z o W UTILITIES AND ELEVATIONS AND REPORT FINDINGS TO w -I - - -I w X TERRAFORMA PRIOR TO ANY CONSTRUCTION. W UJ UJ I II �,....� I EX. 1- WATER METER BOX TO BE I Q I I REMOVED AND SERVICE ABANDONED f -I I (BY CITY CREWS) �,..��ffr , = °4 J 0 k(,' y 11 ?$j - t.2: J i y W 00I o > N I ; s (gGD h (.. .. ... ...... ....... _ .... .... .... ............ , ......... .... i .. ._.. ... .._. .. ..... .. ...., .... ........ -� -- = '�----- - - - - -- -- ' = - - -- - - -- -- - -- - -- - - - -a - - - -- - - - -` - -- - - II I rT -=:1 �I II I I I I I I I I I I I 1 •,, I I I I ,1{ 12Y4 "- 14" - I i 11" 12 Y4" - 14" - CAST IRON RING RECESSED LIFT POCKET CONCRE CLASS t TIGHT NOTES: 1. 8' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. N0. 3698 OR EQUAL. CLEAN OUT SHALL 8E A WATER TIGHT ASSEMBLY. 8 OR 6 INCH CLEANOUT 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWMC BR36. G1Z Y O� ADOPTED CITY OF RENTON P 4 LL STANDARD PLANS IST DATE', 03/2005 nATF I RFVISICIN RY lAidlop'nil DWG. NAME: 6076 -1 SP PAGE: B076.1 CAUTION VALVE BOX SHOULD NOT REST ON ? PIPE. LATER COMPACTION IN AREA OF VALVE BOX nnu[ n CAIISF THE BREAKAGE OF THE SERVICE. I PRIVATE PLUMBING SHALL CONNECT HERE I. BRASS PLUG THREADED) i NOT ALLOWED [CATION METERS 1-1 /2" AND 2" WATER SERVICE DETAIL MATERIAL LIST FOR 2" SERVICE WITH METER (,QCATED IN RIGHT -OF -WAY BEHND SIDEWALK DRILL 1 -5 /8" DIA. HOLE FOR TOUCHREAD DEVICE iFROM 1. 2" lapped tee on new water meter. 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 BR41 /page BODO), 4. Two piece cast iron valve box. Standard 8" top section with regular base section. length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 RIB each 2 " -90' brass or bronze elbows (FIPT x FIPT) 2 -1/EST 6. 2" (MIPT) x compression fitting, Ford C84 -66 or equal. AND FRONT EDGE OF PIT LID 7. 2" soft copper type K or brass .nipples, length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by -pass Ford VBH 85- 128 -11 -77 (17- 3/16 ") or McDonald brass 305715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boil valve on bypass inl with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Woter meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17 "00" equal to Mid - States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron domond plate cover 18 "x31" equal to Mid- Stotes Plastics, Inc. MSCBC- 1730 -R with 1 -5/8" drilled hale for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT ) with 2" P lu g ( MIPT ). Fo r d C - 14 - 66 or equal. Th e property Y owner is responsible for any necessary adaptation or extension of .water service. MATERIAL LIST FOR 11-1/2" SERVICE WITH METER LOCATED IN RIGHT-Of-WAY BEHIND SIDEWALK L 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 /page B090). 4. Two piece cast iron valve box. Standard 8" top section with regWor base section, length to fit, "lug" type cover. 5. 2" X 1 -1/2" hex brass bushing (MIPT x FIPT) 2 each 1 -1/2" brass or bronze nipples 6" length, threaded ends to 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. 7. 1 -1/2" soft copper type K or brass nipples, length to fit. ; 0. 1 -1/2" pack -joint 90' ell, for Ford L44 -77 or equal. 9. 1 -1/2" Customsetter with by -pass Ford VSH 66 -12B x 13- 3/16" or McDonald brass, with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings. Customsetter shall have 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 Olt 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 domond plate cover 18 "x31" equal to Mid- States Plastics, Inc. MSCBC- 1730 -R with 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_12" & 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 SEE BR41 -TR ON METER BOX IN DRIVEWAYS �1`�Y O,n ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 I`naTF aFtnclnnl av noPR'n DWG. NAME: B1072 SP PAGE: 8107.2 CITY PERMIT ' / MTE: CARL'S J R- H I LLCREST SQUARE 1/15/08 for FIELDBOOK: CARL KARCHER ENTERPRISES, INC. PAGE DRAWING N0: 4525 NE 4th Street, Renton, WA 98059 WATER & SEWER PLAN 5 "ELF: OF. 6 0_0' s 4701 0- 344701 Cs a1.