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HomeMy WebLinkAboutzS-2914Set4 i i I. u z o a rr N � o m c� o w' Z UJI CL (/) W LLJ Q) oc� p�yy >- cr- O W z W i¢ cr- ct at O N L- 0 3 N Z v 1-. W vi W U a i N N N I a I i i a � Q I ti o,ti� m I o: 2 o,a o o; zo IWIWI 12 i2� rirr:. N!.-I Z PORTION OF THE NW 114 OF THE SE 114 OF o L _ _ 7G 11 SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M - -- CITY OF REN TON, STATE OF WASHINGTON I M 4ITCH' LINE 4-t5 NLII i � / O 0 r PAR PEL ­A , i 4 STA. 3 +64.53, 5 ' RT. / S015020 "W." (FIRE LANE) o / 30.00' -- 20 0 GRAPHIC SCALE o 00 ( IN FEET ) SURVEY NOTES: DECIDUOUS TREE 1 i nch = 20 INSTRUMENT. NIKON TOTAL STATION DTM -A10LG LEGEND (5 SECOND INSTRUMENT). STA 1t +55.20 - 5.0' RT LANE 90' 2 "0 BBEN� - GUY POLE METHOD USED: FIELD TRAVERSE WITH ACTUAL SO EX SSMH FIELD MEASUREMENTS AND ANGLES E EX CATCH BASIN TYPE 1 WAC 332 -130 -090 DATE OF SURVEY: NOVEMBER 2000 @ EX CATCH BASIN TYPE 2 BASIS OF BEARING: ROS AF #9108269012 Z WATER VALVE VOLUME 82, PAGE 115 FIRE HYDRANT ® WATER METER BENCHMARK: CITY OF RENTON MON #1843: FOUND 118" BRASS PIN IN CONCRETE MON IN CASE AT S MON IN CASE THE INTERSECTION OF NE 12th STREEET & MONROE AVE NE X PK NAIL �TO THE NORTH) ® FOUND REBAR & CAP LEVATION = 425.15 (129.585M) OR IRON PIPE V, _ AP STA. 4 +04.53 SHALLHVERY Ica �QQ M E. FINISH GRADE 20.00 FIRE LANE -- � UTILITIES EASEMENT TO e�" O 15 CITY OF PENTON PENTON. RECORDING NO. /'' I , - 1� - PROPERTY LINE STA. 3 +64.53 FIRE L NE , r++++++ +++++++++++++++ f ff /NV EL = 358.15't I / I ¢ + + + ++ ++ % CONTRACTOR TO L -,.'� y' NCRcSS/ .64SS AND UTILITIES + E SSMH DOP MH I VERIFY INVERT EL I c, S / ]vi AIL dNFAT,HER SURF,4CE) + + + PRIOR TO CONSTRUCTION V EL - 372 06' W P 0 f �, 1 + + iNV EL 367.06 8" CONC IN I 4 / 82090.2 + + + 28LF 6 "0 PVC ® + + + V EL 367.66' 8" COIJC. OUT - © -- /' / + + + + + + S = 2.009 TO REDUCERS tl f f 0 1 STA 1 +29.50 5.0' RT FIRE LANE tiR ('+++ + + + + f ff L , Q / 1- 6'x4" REDUCER (PVC) I r� pro 7 f f f + + + + + + ff + + + + ++ 1- 4'x2' REDUCER (PVC) ° i W w / f + + + + + + % c INV EL = 358.71 " -6 PVC I I= p :d 350 I I � + m I � .FPS / / �� � �rf/ .. .• f f R =3� 00' 3 ASPHALT PAD I 1 J��'- -IO / / MA PIPE BEDDING Jff o fff' l 2 L= 076 / CENTERLINE CURVE DATA /r `: I/_.. D =814" 60 _ - - - , R= 335.00 S01 *14'30 "W 4 -S ,I s= /, 1 ° Ton = 113.66 Delta= 3T28'0 5" DECIDUOUS TREE CONIFER TREE STA 1 +00 FIRE LANE )= - EX GRA VcL DRIVE. :' /7 + I t - 2 +00 S 017430° W 1 4:94 26• 1 - -_- - - : 2 -� "-- STA 1t +55.20 - 5.0' RT LANE 90' 2 "0 BBEN� - GUY POLE STA 1 +89.57 (NE 17th PLACE) // / - - 8" ALOE - _ _ / - - _ - _ - - 2 ID FORCE:�tfAlN' (PVC) _ - °IR -' / 2 F � - _TOP OF BANK / n COT *0 AP" STA . 2 +51.20 FIRf LANE) 50 9.16 36 'W---- jr4 � / 00 STA 1+31.50 7.6' RT EX SSMH (DROP MHO RIM / EL = 360.57' IN '7 EL = 353 77' 8 "GONG IN IN'✓ EL = 344.57' 8" CONC OUT / o" wwp -1' -2914 PROPOSED STRUCTURAL FILL COMPACTED TO 929, OF MAX /MUM DRY DENS /TY PER MODIFIED PROCTOR (ASTN 1557D) 26" MIN 6" r PROPOSED 2 "0 FORCE MAIN I TO EX / STING SEWER MH. MAINTAIN LL 3' MIN COVER 6' FORCE MAIN TRENCH DETAIL NOT TO SCALE LEVAL utSCRiPT /Ofd O��OP WAS 9470 4 isreR TONAL EXPIRES 8/22/01 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date 4 -={� Date Date A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED SUBDIVISION AND PROCEED SOUTH 8874'32° EAST ALONG THE NORTH LINE THEREOF 296.00 FEET TO A POINT TO BE REFERRED AS POINT 'A" HEREAFTER; THENCE SOUTH 01'50'20" WEST 10300 FEET, THENCE SOUTH 61'04'52" EAST 92.23 FEET THENCE SOUTH 0150'20" WEST 68.00 FEET TO A POINT ON THE NORTH LINE OF HONEY CREEK PARK FILED IN VOLUME 59 OF PLATS AT PAGE 57, KING COUNTY WASHINGTON RECORDS, THENCE NORTH 88'0940" WEST 376.00 FEET ALONG SAID NORTH LINE TO THE WESTERLY LINE OF ABOVE DESCRIBED SUBDIVISION; THENCE NORTH 01'16'00" EAST 212.58 FEET ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. RESERVING THEREFROM A LANDSCAPE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE ABOVE DESCRIBED POINT "A "- THENCE SOUTH 01'5020° WEST 103.00 FEET THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED SUBDIVISION LYING 45.00 FEET WEST OF POINT "A ". THENCE EASTERLY ALONG SAID LINE TO A POINT OF BEGINNING. RESERVING THEREFROM AN EASEMENT FOR AN EXISTING DRAINFIELD BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE ABOVE SAID DESCRIBED POINT "A "; THENCE SOUTH 01750'20" WEST 10300 FEET, THENCE SOUTH 61 °04'52" EAST 67.23 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 61 °04'52" EAST 25.00 FEET, THENCE SOUTH 01 50'20" WEST 15.00 FEET, THENCE NORTH 4622'19" WEST 32.91 FEET THENCE NORTH 2855'08" EAST 5.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR PURPOSES OF INGRESS, EGRESS AND UTILITIES OVER THE DESCRIBED PARCEL; COMMENCE AT POINT "A" DESCRIBED HEREIN; THENCE SOUTH 01'50'20" WEST 103.00 FEET THENCE SOUTH 61'0452" EAST 9223 FEET, THENCE SOUTH 01'50'20- WEST 28.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88'09'40° EAST 12324 FEET, THENCE SOUTH 01'14'38° WEST 138.15 FEET TO A POINT ON THE NORTHERLY LINE OF SE 107th STREET(50 FEET WIDE); THENCE NORTHWESTERLY ALONG SAID NORTHERLY LINE ALONG THE ARC OF A 360.00 FEET RADIUS CURVE 20.94 FEET, THENCE NORTH 01'14'38" EAST 112 16 FEET THENCE NORTH 88'09'40" WEST 103.44 FEET, THENCE NORTH 1'50'20" EAST 20.00 FEET TO THE POINT OF BEGINNING. U,. 'Z�' ^ j it�o / 5GArvIVED JUL 2 7 2Uu 1 DECIDUOUS TREE CONIFER TREE HEDGE 4" COMPACTED DEPTH OR MATCH -o- UTILITY POLE EXISTING DEPTH IF GRATER GUY POLE MAIL BOX COLD:) 3 ROCKERY PROPOSED STRUCTURAL FILL COMPACTED TO 929, OF MAX /MUM DRY DENS /TY PER MODIFIED PROCTOR (ASTN 1557D) 26" MIN 6" r PROPOSED 2 "0 FORCE MAIN I TO EX / STING SEWER MH. MAINTAIN LL 3' MIN COVER 6' FORCE MAIN TRENCH DETAIL NOT TO SCALE LEVAL utSCRiPT /Ofd O��OP WAS 9470 4 isreR TONAL EXPIRES 8/22/01 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date 4 -={� Date Date A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED SUBDIVISION AND PROCEED SOUTH 8874'32° EAST ALONG THE NORTH LINE THEREOF 296.00 FEET TO A POINT TO BE REFERRED AS POINT 'A" HEREAFTER; THENCE SOUTH 01'50'20" WEST 10300 FEET, THENCE SOUTH 61'04'52" EAST 92.23 FEET THENCE SOUTH 0150'20" WEST 68.00 FEET TO A POINT ON THE NORTH LINE OF HONEY CREEK PARK FILED IN VOLUME 59 OF PLATS AT PAGE 57, KING COUNTY WASHINGTON RECORDS, THENCE NORTH 88'0940" WEST 376.00 FEET ALONG SAID NORTH LINE TO THE WESTERLY LINE OF ABOVE DESCRIBED SUBDIVISION; THENCE NORTH 01'16'00" EAST 212.58 FEET ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. RESERVING THEREFROM A LANDSCAPE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE ABOVE DESCRIBED POINT "A "- THENCE SOUTH 01'5020° WEST 103.00 FEET THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED SUBDIVISION LYING 45.00 FEET WEST OF POINT "A ". THENCE EASTERLY ALONG SAID LINE TO A POINT OF BEGINNING. RESERVING THEREFROM AN EASEMENT FOR AN EXISTING DRAINFIELD BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE ABOVE SAID DESCRIBED POINT "A "; THENCE SOUTH 01750'20" WEST 10300 FEET, THENCE SOUTH 61 °04'52" EAST 67.23 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 61 °04'52" EAST 25.00 FEET, THENCE SOUTH 01 50'20" WEST 15.00 FEET, THENCE NORTH 4622'19" WEST 32.91 FEET THENCE NORTH 2855'08" EAST 5.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR PURPOSES OF INGRESS, EGRESS AND UTILITIES OVER THE DESCRIBED PARCEL; COMMENCE AT POINT "A" DESCRIBED HEREIN; THENCE SOUTH 01'50'20" WEST 103.00 FEET THENCE SOUTH 61'0452" EAST 9223 FEET, THENCE SOUTH 01'50'20- WEST 28.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88'09'40° EAST 12324 FEET, THENCE SOUTH 01'14'38° WEST 138.15 FEET TO A POINT ON THE NORTHERLY LINE OF SE 107th STREET(50 FEET WIDE); THENCE NORTHWESTERLY ALONG SAID NORTHERLY LINE ALONG THE ARC OF A 360.00 FEET RADIUS CURVE 20.94 FEET, THENCE NORTH 01'14'38" EAST 112 16 FEET THENCE NORTH 88'09'40" WEST 103.44 FEET, THENCE NORTH 1'50'20" EAST 20.00 FEET TO THE POINT OF BEGINNING. U,. 'Z�' ^ j it�o / 5GArvIVED JUL 2 7 2Uu 1 0 rd N� ' U N Q G L Nx o w� a N W Ga W 6 �z a C w I � � C, W _J LLJ U n LLJ 0 z z LNLi o Lit N L — Y � W CK z 3 N i Wtn W 4 s� ® y � 5 0 O a N 2 N m � ' o -4-_..._..- .- _..,...___i I I � � of � !g 16 a! a' ry Q Z o z 12 0 la: w I�;a1 f2 iQ' J1�! iW lW� 39( 38( 37( 36( 35( DATU!vf ELE_V 34000 h 1 +00 POR T/ ON F - THE N W 114 OF THE SE 114 OF SECTION 4- TO ✓NSHIP 23 NORTH, RANGE 5 EAST, W.M CITY OF RENTON, STATE OF WASHINGTON _-- ___ - - -- "" GRAPHIC SCALE - 2c o ,o /. ' P� _ 4r�9o� � / NOTE: o AS PART OF THE SIDE SEWER l M FOR THE RESIDENCE, THE CON / / SUBMIT CUT SHEETS FOR THE SINGLE FAMILY DWELLINGS LIF: - - - APPROVAL BY THE CITY OF Rr / - TO INSTALLATION OF THE LIFT MACH LIVE 450 00 S01 50 20 "W O / � 103.00' ZI' / POINT A � r / SURVEY NOTES: IN FEET ) inch = 20 ft. 1 i INSTRUMENT.- NI OON TOT L —A10LG LEGEND STATION DTM METHOD USED: FIELD TRAVERSE WITH ACTUAL OO EX SSMH FIELD MEASUREMENTS AND ANGLES ❑ EX CATCH BASIN TYPE 1 WAC 332 -130 -090 J EX CATCH BASIN TYPE 2 DATE OF SURVEY: NOVEMBER 2000 BASIS OF BEARING: ROS AF #9108269012 B WATER VALVE VOLUME 82, PAGE 115 Y FIRE HYDRANT i� BENCHMARK. CITY OF RENTON MON #1843: s 5 WATER METER MON IN CASE FOUND 118" BRASS PIN IN CONCRETE MON IN CASE AT THE INTERSECTION OF NE 12th STREEET & MONROE AVE NE X PK NAIL TING PROPFILE &CAP V EVATIONORT425.15 (129.585M) ORUIIRON PIPE DECIDUOUS TREE 2$LF 60 PVC CONIFER TREE HEDGE o UTILITY POLE GUY POLE o MAIL BOX ROCKERY mn#zl ORH. WA .TAG 8470 isx ONALG E) IRES 6/22/01 CHECKED FOR COMPLIANCE TO CITY STANDARDS �+!J� Date(/ Date Date - s„. 2 +uU ROLL 173 4 2 5 390 380 370 360 350 350 C° i�, F� f s t ! SCANNED JUL $ 7 20'0 Lu ? ! EXI TING PROPFILE 2$LF 60 PVC — — 2.007 I IW -- 1- 4" REDUCER (PVC) 1- 4 "x2" REDU ER (PVC) L=! ! T —�_ - -. MAINTAIN 6" OF j j v ND PUM (PVC) CO IN NECT TO GF OUSE Exis771VF PROPFILE MIN I ® ! k9 D1,F ZI m F — - -- -- -- - V EL 358.15't- - - - -- — _ i - V RIFY l 0- VERT EL �ROIR 70 CON.STRUC770N II SCALE OR /Z. 1 " 20' I I I L - - ITRT. 1-71 10' I O raj tl raj li N h n,l h � ; 'I f� h �I t\ O h ^ M M n M ri M M s„. 2 +uU ROLL 173 4 2 5 390 380 370 360 350 350 C° i�, F� f s t ! SCANNED JUL $ 7 20'0 l V� lailwl 1 � r Lu V Z Ld LL cr- V) L �L Lu W cr- U O Y Q LL LiN or W\ S p-. Y 7K Q J �'K ° lO v ° !gi O y� o PORTION OF THE NW 114 OF THE SE 1,14 OF SEC nON 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M CITY OF RENTON, STATE OF WASHINGTON Z wwp a7- =9/6 LEGEND sarrauo- Mt aiase'_ -.._ Os EX SSMH DECIDUOUS TREE ❑ EX CATCH BASIN TYPE 1 PARCEL �o EX CATCH BASIN TYPE 2 �^y CONIFER TREE �^^`I ' vlaozo -w HEDGE FIRE HYDRANT J� r ® WATER METER E -- GUY POLE ® MON IN CASE MAIL BOX 6 SURFACE BRASS MONUMENT C�Z ROCKERY PK NAIL ® FOUND REBAR & CAP OR IRON PIPE r � 0 K N07E, r. R VA AUm AnC rmE vanEn r St51EY fS FEQ N FLIP ME USED SNOY£ FAWLY ONFSIING X PARCH 5: . `— +tv 2 SFPAm PEIdRT fR Al NI DA " "� — t J RRE PEPAUA MLL RERMm n0.V 6 ALLA fWE SPMIBfItR ``�uc33 S*7W am.naar t / eE anodmvm RY FME svmNK[m 10S 43' 3 / V oESCV�r A UCVA I QMM FQP SW NP m SMEM p 2 N0171'13� 21'.1;3?' / IA� r d81 Z wwp a7- =9/6 LEGEND SURVEY NOTES: INSTRUMENT NIKON TOTAL STATION DTM —AlOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -090 DATE OF SURVEY: NOVEMBER 2000 BASIS OF BEARING: ROS AF #9108269012 VOLUME 82, PAGE 115 BENCHMARK: CITY OF RENTON MON x/1843: FOUND 1/8° BRASS PIN IN CONCRETE MON IN CASE AT THE INTERSECTION OF NE 12th STREEET & MONROE AVE NE' V O THE NORTH) ATION = 425.15. (129.585M) 5401A03 , OF LEGAL DESCRIPTION A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, BEGIN AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED SUBDIVISION AND PROCEED SOUTH 88'14'32" EAST ALONG THE NORTH LINE THEREOF 296.00 FEET TO A POINT TO BE REFERRED AS POINT "A" HEREAFTER; THENCE SOUTH 01'5020° WEST 103.00 FEET- THENCE SOUTH 67-04'52- EAST 92.23 FEET THENCE SOUTH 01'50'20" WEST 68.00 FEET TO A POINT ON THE NORTH LINE OF HONEY CREEK PARK FILED IN VOLUME 59 OF PLATS AT PAGE 57, KING COUNTY WASHINGTON RECORDS,- THENCE NORTH 88'09'40` WEST 376.00 FEET ALONG SAID NORTH LINE TO THE WESTERLY LINE OF ABOVE DESCRIBED SUBDIVISION; THENCE NORTH 01'16'00 " EAST 212.58 FEET ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. RESERVING THEREFROM A LANDSCAPE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE ABOVE DESCRIBED POINT "A ",- THENCE SOUTH 0150'20"" WEST 103.00 FEET THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED SUBDIVISION LYING 45.00 FEET WEST OF POINT "A ", THENCE EASTERLY ALONG SAID LINE TO A POINT OF BEGINNING. RESERVING THEREFROM AN EASEMENT FOR AN EXIS77NC DRAINFIELD BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCE AT THE .ABOVE SAID DESCRIBED POINT "A" THENCE SOUTH 01'5020" WEST 103.00 FEET THENCE SOUTH 61'04'52" EAST 67.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 61'04'52° EAST 25.00 FEET THENCE SOUTH 015020 " WEST 15.00 FEET THENCE NORTH 4622'19" WEST 32.91 FEET THENCE NORTH 28'55'08" EAST 5.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR PURPOSES OF INGRESS, EGRESS AND UTILITIES OVER THE DESCRIBED PARCEL; COMMENCE AT POINT "A" DESCRIBED HEREIN, THENCE SOUTH 0150'20" WEST 103.00 FEET THENCE SOUTH 61'04'52" EAST 92.23 FEET,' THENCE SOUTH 01-50'20- WEST 28.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 8809 "40" EAST 12324 FEET THENCE SOUTH 01'14'38" WEST 138.15 FEET TO A POINT ON THE NORTHERLY LINE OF SE 107th STREET(50 FEET WIDE); THENCE NORTHWESTERLY ALONG SAID NORTHERLY LINE ALONG THE ARC OF A 360.00 FEET RADIUS CURVE 20.94 FEET THENCE NORTH 01'14'38" EAST 112 16 FEET, THENCE NORTH 88'09 "40 " WEST 103.44 FEET THENCE NORTH 1'50'20" EAST 20.00 FEET TO THE POINT OF BEGINNING. lR H. F 2 0 CHECKED FOR COMPLIANCE A "s°r°�a� TO CITY STANDARDS mimes erzzr ®3'.� B U✓ G a✓Dae� to /2( /ai _ Date Date SCANNED FEB 15 2002 .r• v Os EX SSMH DECIDUOUS TREE ❑ EX CATCH BASIN TYPE 1 �o EX CATCH BASIN TYPE 2 �^y CONIFER TREE �^^`I g WATER VALVE HEDGE FIRE HYDRANT o UTILITY POLE ® WATER METER E -- GUY POLE ® MON IN CASE MAIL BOX 6 SURFACE BRASS MONUMENT C�Z ROCKERY PK NAIL ® FOUND REBAR & CAP OR IRON PIPE SURVEY NOTES: INSTRUMENT NIKON TOTAL STATION DTM —AlOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -090 DATE OF SURVEY: NOVEMBER 2000 BASIS OF BEARING: ROS AF #9108269012 VOLUME 82, PAGE 115 BENCHMARK: CITY OF RENTON MON x/1843: FOUND 1/8° BRASS PIN IN CONCRETE MON IN CASE AT THE INTERSECTION OF NE 12th STREEET & MONROE AVE NE' V O THE NORTH) ATION = 425.15. (129.585M) 5401A03 , OF LEGAL DESCRIPTION A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, BEGIN AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED SUBDIVISION AND PROCEED SOUTH 88'14'32" EAST ALONG THE NORTH LINE THEREOF 296.00 FEET TO A POINT TO BE REFERRED AS POINT "A" HEREAFTER; THENCE SOUTH 01'5020° WEST 103.00 FEET- THENCE SOUTH 67-04'52- EAST 92.23 FEET THENCE SOUTH 01'50'20" WEST 68.00 FEET TO A POINT ON THE NORTH LINE OF HONEY CREEK PARK FILED IN VOLUME 59 OF PLATS AT PAGE 57, KING COUNTY WASHINGTON RECORDS,- THENCE NORTH 88'09'40` WEST 376.00 FEET ALONG SAID NORTH LINE TO THE WESTERLY LINE OF ABOVE DESCRIBED SUBDIVISION; THENCE NORTH 01'16'00 " EAST 212.58 FEET ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. RESERVING THEREFROM A LANDSCAPE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE ABOVE DESCRIBED POINT "A ",- THENCE SOUTH 0150'20"" WEST 103.00 FEET THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED SUBDIVISION LYING 45.00 FEET WEST OF POINT "A ", THENCE EASTERLY ALONG SAID LINE TO A POINT OF BEGINNING. RESERVING THEREFROM AN EASEMENT FOR AN EXIS77NC DRAINFIELD BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCE AT THE .ABOVE SAID DESCRIBED POINT "A" THENCE SOUTH 01'5020" WEST 103.00 FEET THENCE SOUTH 61'04'52" EAST 67.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 61'04'52° EAST 25.00 FEET THENCE SOUTH 015020 " WEST 15.00 FEET THENCE NORTH 4622'19" WEST 32.91 FEET THENCE NORTH 28'55'08" EAST 5.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR PURPOSES OF INGRESS, EGRESS AND UTILITIES OVER THE DESCRIBED PARCEL; COMMENCE AT POINT "A" DESCRIBED HEREIN, THENCE SOUTH 0150'20" WEST 103.00 FEET THENCE SOUTH 61'04'52" EAST 92.23 FEET,' THENCE SOUTH 01-50'20- WEST 28.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 8809 "40" EAST 12324 FEET THENCE SOUTH 01'14'38" WEST 138.15 FEET TO A POINT ON THE NORTHERLY LINE OF SE 107th STREET(50 FEET WIDE); THENCE NORTHWESTERLY ALONG SAID NORTHERLY LINE ALONG THE ARC OF A 360.00 FEET RADIUS CURVE 20.94 FEET THENCE NORTH 01'14'38" EAST 112 16 FEET, THENCE NORTH 88'09 "40 " WEST 103.44 FEET THENCE NORTH 1'50'20" EAST 20.00 FEET TO THE POINT OF BEGINNING. lR H. F 2 0 CHECKED FOR COMPLIANCE A "s°r°�a� TO CITY STANDARDS mimes erzzr ®3'.� B U✓ G a✓Dae� to /2( /ai _ Date Date SCANNED FEB 15 2002 .r• v I�,X C5 LAJ J_ - Li III L C) z LLj -d c) z waLd Ld Ld cr- L LLB . Ld LJ G3 cr- z Ni (j) (n tild Z � r< z 0 Ln X Q11- I HOUSE POINT A- �lp t oj STA. 4+18.00, 5. R I I.. GRAPHIC SCALE END OF STUB, o i. �0150'207 45.00.` DRi-',7v 1450VENT IN FEET I inch = 20 ft 20.00 28. AP STA. 4+00.00 FIRE LANE PROPER4' LINE STA- J+6453 PORTION OF THE NW 114 OF THE SE 114 OF 17RE Af SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M I i, E ; '29' INGRESSIER SSVH (DROP AIH) - Cfd-5.5 AND 011-1 ;TL-5 CITY OF REN TON, STATE OF'WASHINGTON Lu qASEMENT (AL WEATHER SURF4.CEj' EL - J172.06' L/ 0 T" EL 367.06 8" CONC CCROINC NO-_ [V Ell 367.66' 8" CONC- OUT I IIRE-."- TA �-LR ��IPELANE� I- 4"x2' REDUCER ' t 1 ' PVC ) A-O0 3 INV EL 358.71' -A(PVC) uj 4j �- br INVEL J58.15'± fzc ASPHALT CONTRACTOR TO # VERIFY INVERT EL PRIOR TO COAS77?UC770N 28LF 6"0 PVC 0 l l JIIR =3 a SOl 14'30"W S = 2009 TO REDUCERS D= 7814' 89�64p NOTE ---------- GRA STA,2+55.20 - 5.0 RT VCL 1. RESIDENTIAL AUTOMATIC FIRE SPRINKLER W .2+00 6494 FIRE LANE SYSTEM IS REQUIRED FOR THE PROPOSED STA 1+00 (FIRE LANE = S _pl 74,!JO 5-20IA04 z= 90' 2"0 BEI�D_ SINGLE FAMILY DWELLING IN PARCEL OF w -w- STA 1+89.57 (NE 17th PLACE) ITOIPP �01FIBAANII' ALD At'(pvc) 2. SEPARATE PERMIT FROM RENTON --1 - ----- --- ---- — ------------- r -7– FIRE DEPARTMENT WILL BE REQUIRED ------------ FOR INSTALLATION OF FIRE SPRINKLER CEN7ERUNE CURVE DATA "T R=JJ5.00 COT - WO -AP-STA-2+51.20 FIRELANE) SYSTEM FfN1SqH GRADE FINISH GRADE --E"s L=219.15 SHALL VERY 4" COMPACTED DEPTH OR MATCH Tan=11J.66------- Ol -16–jii ------ J SIZE OF DOMESTIC / FIRE METER WILL TING DEPTH IF GRATER Delta=J728'55' BE DETERMINED BY FIRE SPRINKLER DESIGNER. I + + + + + + + + ++ +++ + ++ + ++ + + + 4. DCVA REQUIRED FOR SPRINKLER 9,TA 7 +31 50, 7. 5' R T + + + + + :+++ +/ rr ---EX SSMH (DROP MH) SYSTEM. PROPOSED STRUCTURAL FILL RIM EL = 360.57' 7 +++++++++++++/, COMPACTED TO 927 OF MAXIMUM INV EL = 353.77' 8"CONC IN + I + ++ - DRY DENSITY PER MODIFIED INV EL 344.57' 8- CONC OUT . . . . + ++ PROCTOR (ASM 15570) + + + + + ++ + rr 26" MIN NO 171 '43 "E +++++ + + + 39 jai JA 36( 35( DATUM ELE V 34000 1r441b wwp -J7 -Jpto + + + + + + 'N J90 r / / + + + + + + + +' + + . PROPOSED 2"0 FORCE MAIN TO EXIS77NG SEWER MH. MAINTAIN PROPOSED O P)'7�5EbDll�' 3' MIN COVER 380 MATERIAL I ". .. /r17'/ , ,7 / , 370 FORCE MAIN TRENCH DETAIL NOT 7-0 SCALE 360 350 H. 7, oy WA JDU CHECKED FOR COMPLIANCE TO CITY STANDARDS 9 NAL Date tO "Z4 01 li�=* W- L/0 oz* POO I I I I I I I I 1? 5, F R 1`3 --4 2LF5 "0 PVC @ STI 2.007 1+29.50 '.0- HI (I-IYL i 6"x4 REDUGER 4"x2" REDUCER (PVC) VC I- 1 -R)tf./7 -b (FVL.) I I MAINTAIN �6 - OF 2170-2 EORCE UZIN-7 0 (PVC) EXIS 77A PROPFIL E V EL 358115'f -T- 4+18, 5.0' RT INV STA EL END FORCEMA IN qRNT PIOIR Y Xl T) y_ VER ; UK I j V CONWRUCRON U EL EL 0' 1 SCALE IfO�RIZ. 1- 0' J2 RT. 1- 10' N cs v N ro n o r< 1r441b wwp -J7 -Jpto + + + + + + 'N J90 r / / + + + + + + + +' + + . PROPOSED 2"0 FORCE MAIN TO EXIS77NG SEWER MH. MAINTAIN PROPOSED O P)'7�5EbDll�' 3' MIN COVER 380 MATERIAL I ". .. /r17'/ , ,7 / , 370 FORCE MAIN TRENCH DETAIL NOT 7-0 SCALE 360 350 H. 7, oy WA JDU CHECKED FOR COMPLIANCE TO CITY STANDARDS 9 NAL Date tO "Z4 01 li�=* W- L/0 oz* POO I I I I I I I I 1? 5, F R 1`3 -� �,a� �" sC�nneo FE8 15 2002 i Y I � 'S PROP ° ° s /� � dl. SOUS ���` ' � ° � PORTION OF THE N W 7 /4 �F THE Ste" 7 /4 OF � �� i ��" � � � � -- � o - - - - - - - - - - - ' ' _ _ � � . . - - - f a CiYGi1t'i711� �l:pi,rv: � �� �' - - - -- z s �^ � SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M � e ,a m w � ;, � Cl TY OF REN TON, STA TE GF WASHINGTON � I ! - - -- ' � >zr �r � i inch = 20 ft � o so1•sozo`w _ -� - _ `� 45.00' L�.k �' %. � U � .ALL WORK MATERIALS SHALL BE /N CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON f0. A PRE CONSTRUCTION CONFERENCE !S REQUIRED PRIOR TO ANY - - o. '� O Z UTILITY DEPARTMENT A,ND THE LATEST EDITION OF THE CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE v - ,�� � W � WSDOT/APWA STANDARDS AND SPECIFICATIL :NS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE lS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST 8E SUPPLIED TO THE I I ,_ KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION- UTILITY ENGINEER'S OFFICE TWENTY -FOUR HOUR NOTICE WILL 2 , o� fn .THE HOURS OF WORK !N THE STREET RIGHT -OF -WAY SHALL BE BE REQU /RED PRIOR TO STARTING NEW CONSTRUCTION. o :; ° Ij � ' 20.00 � - 2800 - �/�/ z LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL ar 2 +ga.75 li - N Q OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. i , � - - PRO. ue _J LL WORKS AT 235 -2635. ALL STREET CLOSU.4ES, PARTIAL OR - STA 0 +93, 32' LT I �- - FIRE FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, L /NES STA 2 +30, f6' LT I iI ! � - IL.J WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE NEW FIRE HYDRANT I �" W Z DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE- AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES NAVE BEEN MADE TC THE C/TY OF RENTON- I CUT IN 2 VALVE CLUSTER „ I I I ' � 6'x6° 7FE (MJxFL) - l -6 b.V.(MS% Ms) I� - / -� � � �__ 7n� a � Y W .ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROX /MATE 13. ALL CONNECTION TO EXISTING MAINS TO ACCOMPLISHED BY THE and 1 - 6" GATE VALVES (FLxMJ I Vj III � 2- 6" RO -MAC ADAPYERS �C.l TO D.I) I � �• I �� - ! � ECt I ! �I �...:. _� F- AND tT SHALL BE CONTRACTOR'S RESPONSI6lLlTY TO VERIFY THE TRUE AND CORRECT LOCAT /0N SO AS TO AVOID DAMAGE OR CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS W/TH PRIOR APPROVAL FROM THE - - W/CONCRE7E BLOCKING 1 J � �jt'�" �.r""� ! , 4.,.,J '°� n/y� LL Q DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOUR LOCATORS, DEPARTMENT OF PUBL /C WORKS. ALL NECESSARY EXCAVAT /ON AND ' _ �� -- � ` I - � i� � / 1 -800- 424 -5555- MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE c-ui- iri° ?6 isE uaHE 3 � Q I W - ICY cir•( foRCE I.�^� I PRIOR TO C/TY NOTlF1CATlONS. �L 1 - � WATER MA /N PIPE TO BE CEMENT LINED DUCTILE IRON PIPE ,� �-;� � - p�OER .ALL CONFORMING TO AWWA C710 AND Clll OR LATEST REVS /ON, 14. INSPECT /ON W/LL BE ACCOMPLISHED BY A REPRESENTAT /VF OF / - _ - ' J ' ' - �I ^ � � � I � � 4, ! / ��, I � THICKNESS CLASS 52. CEMENT MORTAR LINING AiJD SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO SE PUSH -O.N OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE THE CITY OF RENTON. lT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS 1N ADVANCE OF BACK FILLING ALL CONSTRUCTION. THE CONTR,4CTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT �! r.. tr 3c� � � _ W _ �'�- � _ - - -- - - -- -I -� ' -o=` ', � �� ° � � / �P�� �� + � / �n� j/ / n � V% g o 3 ,� L�� WRAPPED PER ANSI /AWWA C105 -77 ,STANDARDS. DRAWINGS. I , ". �' I ' r ` I f ` 1 /� BOER I P � / -� Z �1 W � CAST IRON AND DUCTILE IRON �'FITTlNGS SHALL BE CEMENT 15- CONTRACTOR TO PROw!)ND _ E� ; ,'� ASPHALT PAp _ � I � / C7 � LINED, PRESSURE RATED AS NOTED ON PLANS AND lN' ASSEMBLIES FOR TESTING A PURI Y ADCCEPTAONCE PRIOR TOFF FINAL TIE -lN- � � _ _ l' � .�� '3O''W ! , / z Z, ,� lye (� W ACCORDANCE. W7TN ANSI AWWA C710 A2110 82 CEMENT LINING SHALL BE !N ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. lF ' SOi -!z!4_ I� l � � �� � I � FITTINGS. ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, 0 1 � � 89, 64' Q � � Z MECHANICAL JOINTS, THE FITTINGS SHALL BE 1N ACCORDANCE ETC.) SHALL BE'.AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL. APPROVED IN WRITING BY - _ �_, N �'l I �_ __ _,._\ _�� =- _ -_ - -� I / " ¢ e � J i o WITH EITHER ANSI /AWWA C710/A21.10 -82 OR ANSI /AWWA C753/A2153 84- 3 -INCH TO 12 -INCH D /AMETER FITTING WHICH THE DEPARTMENT OF PUBLIC WORKS. � -__ - _� -____ . - - .. _ _ _ / �X GRA I�EL ORI UE _ /� � ' � y h HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE !N ' � 1+ 1 � +00 / � ! ,� �� � �i � � ACCORDANCE lNlTH ANSI /AWWA C710/A21.10 -82 OR A COMBINATION >7- ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A _I 5 O7'14�30" W 124;942 - � -r -� STA 7 +00 FIRE LANE 26.� � _ �-- -""- __.-- -- rz e A„ W 1����j��11 � o OF ANSI /AWWA C710/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHAN /CAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYH BE SPADE CUT- ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO = ,. - srA l +as.57 (NF nm PLAC) / l/` --I- - // /o - � __ l _ - - - - - -- -._ . ,��„� - 8" ALOE -. _ _ _ _ _ - - ,. ---�- � - ��� / 70P 0 - .. F BANK_ � T ..:. �- _- ° "- - � n ' C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA () A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. � / _ - - -' -� -. - - Z FlR_ _ � - CE7JTERVNE CURVE DATA / // � � / - _ d2 „ CO WO - ' / / -. - � `- C1 i0/A21 -10- 82. ACCEPTANCE TESTING IN ACCORDANCE WITH R= 33500 - �" - � � // l � -' AP STA. 2 +57.20 F�Rf L SECTION 53 -5.3 OF ANSI /AWWA C753/A21.53 -84 OR WITH 18. A TEMPORARY COLD MlX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF lNlT7AL EXCAVATION WITH A PERMANENT, SEALED PATCH 1 =21915 / ; - �- � _ _ - - Ton = 113.66 i -:� SO� �7E _ - SECTION 10 -4 -3 OF ANSI /AWWA C710/A21 -10 -82 SHALL BE POLICY, WITHIN TEN DAYS. .3E'�V:r � / Ds/ta= 3778'55" / 1 � '� -LEVEL ALL GROUND OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. TO BE PLACED, TO CITY OF RENTON GRADE INSPECTION PRIOR TO PLACEMENT OF FINAL _ / f -- - - " � � ' OS. 43 � ' CALL FOR SUB BE LEFT OPEN OVER NIGHT WITHOUT - / / - -/- � .GATE VAL UES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY,BRDNZED- MOUNTED, DOUBLE D /SC WITH BRONZE WEDGING PATCH- TRENCHES WILL NOT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. // / i � O / / / � DEVICE .AND O -RING STUFFING BOX. VALUES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF ZOO PSI. GATE 19- FOR C/TY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE d. / i �/� / % -/ - M j� MIN. 3' RADIUS VALUES SHALL BE CLOW LIST 13, MUELLER COMPANY NO. A2380, OR M & H- ALL VALUES 12° IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT- SEE WATER STANDARD DETAIL FOR 12" GATE VALUE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION USED SHALL BE SCHEDULE 40 /N UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS- ALL CHEMICAL PROCESS L /NES SHALL BE SCHEDULE 80 PVC PIPE. - _ - � ° N n � ��� y€ � ��� .FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TD AWWA C- 504 -80 WITH A 6 INCH INLET ONE MAN ROCK ® 1 � ��� � .�, AND A M. V.O. OF 5 INCHES, TWO 2 -1/2 /NCH HOSE NOZZLES � ' W/TH .NAT /ONAL STANDARD 7 INCH, 60 GEGREES V. THREADS, O.D. THREAD 4.675 AND ROOT DIAMETER 4.6263,' 1 -1%4 /NCH PENTAGON OPERATNG NUT OPENED BY TURNING'COUNTER 6 FILL CLOCKWISE (LEFT). � FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 � � � ' � .ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 TO 20" BEHIND BACK OF CURB y\ o � o � MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MlN /MUM OF 48 AND MUELLERSUPER CENTURION 200 WITH' 6° MECHANICAL JOINT INLET WITH LUGS., �18" OR 12" BEHIND BACK OF SIDEWALK \ THAT IS ADJACENT TO CURB � -LEVEL ALL GROUND MIN 3' RADIUS INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR, 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH ASTORTZ ADAPTER, 4'.' SEATTLE THREAD I S TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. ; a °- WATER MAINS S/X 6 INCHES IN DIAMETER AND LARGER () X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS iSTEEL CABLE. 0e EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH \ - 5" STORTZ � � a .ALL SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECT /NG. THE 'POLY P /GS" SHALL BE GiRARD INDUSTRIES 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED�WITH TWO COATSOF PAINT. PRESERVATIVE 1 REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION = 0 AS REQUIRED (SEE DWG BR46 /PAGE 6090). 6 -\ 1 i''�� �n o N w � ao AQUA SWAB -AS OR APPROVED EQUAL 2 LB \CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY- "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. MAX q•' PUMPER CONNECTION TO FACE ROADWAYASSEMBLY. MIN 2� FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. l ;\ RAISED PAVEMENT MARKER TYPE 88 A8 O ,\ STIMSONITE TWO -WAY BLUE. , ° o r m NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE \� - "\ o CLEANING OPERATION. A.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO �`� \ y\ �\ 42" MIN CONCRETE BLOCKING BURY \ \ � \ i �\�•\ �» ��; .\ 1,Yv -1 �� ��� \= \:ki -.��, �- 2 A MlN /MUM OF 200 PSI OR 150 PSl OVER OPERATING PRESSURE, CONCRETE BLOCKING IN ACCORDANCE WITH THE SPECIFICATIONS OF THE C/TY OF \ \' CUT � RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL \\ \ I O � o PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A \ -,'.:• •�. - HYDRANT LOCATION IN CUT OR FILL � z REPRESENTATIVE OF THE C/TY OF RENTON. �� � 3 � 9B.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE � �1 \� � CAST IRON TEE. WITH 6° FLANGE SIDE OUTLET. \ O11�R H. T G � � INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) `^� \1 � �\ 6° GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT we ,���¢, °F Lpc i � CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL �` \ \� �� %,�� \I,. 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" F � � �+ � � ¢ NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED /N ACCORDANCE WITH SECTION 7- 11.3(12)E STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. b � 2 3 � � � OR 7- 11.3(12)F OF THE STANDARD SPEClF1CATlONS REFERENCED IN 1 ABOVE. 16° x 8" x 4° MINIMUM coNCRETE BLOCK UNDER HYDRANT. CHECKED FOR COM9PLIANCE ', 1/3 CU:. YD. WASHED DRAIN ROCK (3" TO 3/8 °) TO CITY STANDARDS sago ¢' , s,oxgt�'l� � � � a w�l�'' -�% �, �ji /{t FIRE HYDRANT ASSEMBLY t�7 � Date �_ 8 au� Afau 10 26 ZaoF Date Date ���� e/22/ ®�� � N z° -� �,a� �" sC�nneo FE8 15 2002 i Y