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Home My WebLink AboutS-3322021 INCH =20 FT. KEY NOTES 01 WATER METER SANITARY SEWER NOTES AND SPECIFICATIONS 8 WATER VALVE FIRE HYDRANT 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE _ - STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY ® POWER RISER DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. - /b\. ASPHALT 2. ALL CONSTRUCTION SHALL BE - INACCORDANCE WITH - SPORTS COURT... "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS NE azih 6t B I NE lath 5l .. NEaaO[PI NE 11"I y'r j NE a1M 81 11 St W�,\ 9t l '11h 6t ti't gi( -(NE Aq I�( t01h \� T� 7ry 10th PI K rNE G _NE ".g r NE 10paL qi n tx. E101h 8t NE 1pN S1 SE 11Bh St NE 10th 61m� v NE 9Nq � t t 1 lm NE rsS_ NE9NP t NE ain s sea mr, Oj ,.)5 NE BIh S1 _ n� a j i 11 1 N,E7P�61 '1Zp1 i NE 1- 9$1 iK1NE 7111 If 1 �Y� NF NE 5th PI II 1 1 F I -, NE NE 61h St I t, NE 6pe 6i VICINITY MAP ZA CATCH BASIN r` CONSTRUCTION° PREPARED BY WASHINGTON STATE CHAPTER - " "- NITS Qv o AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) WOOD DECK AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY. TO VERIFY. THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. rc q 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE f 'V 8d`�0., yM1f. ,^ ^' .._- _ 425 SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - 425 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO p �' `�`' .OBTAIN STREET USE AND ANY OTHER RELATED. PERMITS PRIOR TO CLEANOUT -;2 EX. SSMH 3 ANYCONSTRUCTION. �TEE (6'X� 6. PLANS APPROVED BY THE CITY OF RENTON, .PUBLIC WORKS .CONNECT TO SEX. 4- A ^ '.J 28'LF B =PVC -- - -- L - DEPARTMENT SHALL TAKE PRECEDENCE OVER -ALL OTHER PLANS. SIDE SEWER TO WYE _ REPLACE EX. SIDE SEWER \' SS 7. A COPY OF THESE. APPROVED PLANS MUST. BE ON THE JOB vI J/ 1 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. p - AS TO MAKE LEAVE EXISTING SERVICE'S CONNECTION INVERT _ _ - 10.00 SENILR h II -20 oS IY LOTD- OUT}FOR USE 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH f - -� J+ t --BY LOT 3 _ z AN AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM," WHICH EASEMENT r I /1.. ' (- A R D L .� HAS BEEN STAMPED AND SIGNED BY ALICENSED - PROFESSIONAL PER AF: 9308311569;. ui, , k 5,103 ' cx,1. ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. {{. 9502240680 & \ N , ,X `� ! - - --- 415 N88'29L8 VIV ----- 9 5160 -86g o 1 9. BACKfILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE �� MIN. FF -416 PI LAYERS A LOOSE AVERAGE DEPTH OF 6 INCHES, - _ "__ -• - 1 : i ✓ 6'X4 WYE .MAXIMUM DEPTH OF 8 INCHES; THOROUGHLY TAMPING EACH LAYER _ 11 - 112 01 I %� TO 95 PERCENT OF MAXIMUM DENSITY. THESE .COMPACTED Ili -- --' -- BSSi. -fir.?� %,}'-- e �� 'r� - y _ lIE INTO EXIST: LAYERS EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF -._ ,�� _ _ �1l �fl/_.L!e ;--Sii Ui--.. 0� SERVICE THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO ,; E._ -,a _ _lF- 8 P' SFL COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS I� 1 ,!^ �j�ii%� /,'� I.___._ I.- _. ____ ___ _ 1% V DESCRIBED. !! f / D 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON -. j ,'!� I�. ' r;� W �-I _o tJ L.� 1 26 EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH -. jI'r ! �- - - - -1 i N� O H1.: 7I% / r CO 2 SSMH 1 !i CRUSHED ROCK AND MECHANICALLY COMPACTED.. CUTS INTO THE _ I + ` `i! f I; G'� ff : � / t�? RIM'417.00 .RIM 418.54 I p EXISTING ASPHALT SHALL BE NEATIJNE [CUT WITH SAW IN A ' C'. @@--,,! '�- e� /� ti _ NB�.�Ct ¢ ' V1'. ("y IE IN 40670 IE IN. 408;44 CONTINUOUS LINE:. A TEMPORARY MIX PATCH MUST BE PLACED - r ,n �. - j;.. -�/S \� { _ r. _. __ -.. 408 _ -__ - .._._..._ + - --IE OUT - 4q8.34: --.t - 405 - -- IMMEDIATELY AFTER BACKFlLL -AND - COMPACTION. -A PERMANENT _ " _I �" HOUSE �' - �' - -- HOT MIXPATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE I f% V m Q I F7 G��CC.fi L� L�' PER CITY OF RENTON CURRENT STANDARDS. '[T� , Y, /'-tl C CLEANOUT I- 5, 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. `' /S'Y ��f Tj L�� RIM = 417.10, 33 ;S l�.: C 1. N 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR r ; P4 R(-EL (' .. '- 20 00 ACCESS j I FNN1 OTHERWISE. STABILIZED TO THE SATISFACTION OF THE DEPARTMENT ! 9 EX. 3/�' 4 r� �,, ,.,+. Ir 1 1` W/S ".. `AND UTILITY �1 . -- FOR THE PREVENTION OF ON -SITE EROSION AFTER THE I..I WATER METER 1 1 Jl , . 111 .-EASEMENT .COMPLETION OF CONSTRUCTION. ! I, IyIyj TO 950 UNION AVE ` j�� I m j 1 L E1 IL. l_ 9d0 U J 0 ".' E. NF. a I I __ 1 I.-- 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A [ -- - - PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH SECTION : {� -- ->` _: //� %J % //f j MIN. FF =417 7 OF THE CURRENT. STATE OF WASHINGTON STANDARD j.. P� `„ L...BL . -'-'J 12 R(VEWAY SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS �- .(� - -- - -- -- - -- - - -- - - --- - .. _ i t .U_- �a- 1`--- ' -i- - -. - - --� �._ TO 0..T3 CENT,E ED IN—- [ SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR _. • j` - --- EA MENT -� 5 1 � 'i 10 10 +40 CL - -_ _.._ it _ I� /f�/!51\� +00 THE TOP OF THE FOUNDATION MATERIAL, -AS. WELL AS PLACEMENT -t I - - _ � � / I•' 11 - AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE. PIPE WILL BE - i SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE tl '+ Z BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE 4 I L \ I ' --"�� = / •� I t- Q 0, a O l�_ �- (- -_ -C SEWER P R 0 FI LE = J PIPE / I (. \` j __._L__. -__. ___._ ..mot 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1 s.j _� J i -I. 1? _S - - ')4. ,1- I 6 t 1 �b(.T c_CSl -L K X. RUBBER GASKETED ASTM D '3034, SOR 35, OR DUCTILE IRON / '. 1. - -* - -- - J a CLASS 50. .__ _ -� - - / I _� T 'I -'= 2 h _�ltt hon of , s o 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 I, I -r W / ^, \7Y Ik y._ µr t� SERVICE7STUB TO LOT -2 _ ct& Ver viL IACOL�IOhS Z y/ W _ '1cS1 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN �/ - J 1 I / _;J x`` . W W ,}�,� GRAPHIC SCALE PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH / '- �Y'11�f' �e0t�' 10 0 10 20 40 PAVING ! -- - -.. __ -__ 'j I - - -. -.___ 3A x NEW 1- WATER METER 4V - D he rem l�j = °n �f 0 N �n _. --- LOT 3 ?_� ' \' .� jc cvnh 'AF 3 Jtu v 16. SANITARY SEWER MANHOLE, CITY OF RENTON STANDARD DETAIL 8071. f - -_ - =- -- -- _ _ T (CBE INSTALLED BY THE CITY) .`,- 0. �U �`PSO O SJ 1.. IHORIZONTALFT. N <l - V?V OT VN l LAN 2.5 0 215 5 10 .____ -_ -- a - -- - -- EXPIRES: 12 -29- . almC1.0✓�. 1 INCH =5 FT.. a VERTICAL. C z ddb,, dik C _ a 0 BASIS OF BEARINGS LEGAL DESCRIPTION - PARCEL A THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN THE NORTH 66.00 FEET OF LOT 3, ARLINDALE, ACCORDING TO THE PLAT VERTICAL DATUM & CONTOUR INTERVAL .3 PROJECT INFORMATION DIVISION NO. 5, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF ELEVATIONS SHOWN ON THIS DRAWING ARE PER CITY OF CfTYOFRENTOI� S PAGE 83, RECORDS OF KING COUNTY, WASHINGTON KING COUNTY; TOGETHER WITH THE TOGETHER WITH THE NORTH 24.00 RENTON VERTICAL CONTROL ENGINEER /SURVEYOR: GEODATUM, INC. FEET OF THE EAST 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT RECOMMENDED 22525 SE 64TH PL #266 ACCEPTED A BEARING OF N00'33'45 "E FOR JONES AVE NE BASED ON THEREOF, .RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF KING MR APPROVAL SSAQUAH, WA 98027 FOUND MONUMENTS IN CASE. COUNTY. THE BENCHMARK IS A BRASS DISK IN CONCRETE AT THE (425) 837 -8083 DA TO INTERSECTION OF NE 8TH CT AND UNION AVE NE. YE,. MARASIGAN DESIGNATION: RENT1848 950 UNION AVE, NE PROPERTY OWNER'_ MANNY & ELEANOR MARASIGAN ELEVATION: 411.283 NAVD 88 RENTON, WA 98059 950 UNION AVENUE NE LEGAL DESCRIPTION - PARCEL B --- RENTON, WA 98059 LEGAL DESCRIPTION 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL BY DATE: (425) 204 -8737 LOTS 1 & 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME LOT 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL APPLICANT / DEVELOPER: MANNY & ELEANOR MARASIGAN 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY. 75 OF PLATS ON PACE 10, RECORDS OF KING COUNTY; EXCEPT THE NORTH OR PLUS / MINUS 1.0' FOR THIS PROJECT. _ -- - DRAFTER: AMS 950 UNION AVENUE NE 66.00 FEET THEREOF; TOGETHER WITH THE SOUTH 62.02 FEET OF THE EAST RENTON, WA 98059 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED DESIGNER: AMS (425) 204 -8737 IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY HORIZONTAL DATUM CITY OF RENTON CONTROL POINT NO. 1848: CITY OF RENTON CONTROL POINT NO. 806: PROD. ENGR./SURV.: MXP TAX PARCEL NUMBER: 026850 -0030 & 026850 -0010 CONCRETE MONUMENT IN CASE W/1 1/2" CONCRETE MONUMENT IN CASE W/ 2" LEGAL DESCRIPTION - PARCEL C BRASS DISK BRASS DISK AND "X" DATE: 6 -27 -06 PROJECT ADDRESS: 950 UNION AVENUE NE GALL 48 HOURS LOT 1, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME N 183748.6606 N: 16s,003.a357 PROJECT NO.: 2004 -005 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY; EXCEPT THE EAST E: 1,671,255.9645 E: ,.311,367.8160 BEFORE YOU DIG 5.00 FEET THEREOF. SURVEYED DEC 2005 SURVEYED DEC 2005 1- 800 - 424 -5555 SHEET 1 OF � Jt* t216Uj A$ � s - 332Z4z SCANNED OCT 2 7 2006 r: * ;. F - ■ 37R