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HomeMy WebLinkAboutS-290021I-- LEGAL DESCRIPTION 0 o ° ~ Y Z That portion of Section 21, Township 23 North, Range 5 East, Willamette Meridian, in King o a 0 'w a w 3 County, Washington, described as follows: a U, a c v=i V) BEGINNING at a point on the North line of said section a distance of 1000 feet West of the West 0 line of Government Lot 4 in said section; 1 THENCE Southeasterly 1121.85 feet to a point 940 feet South of said North line of said section and 380 feet West of said West line of Government Lot 4; THENCE Southeasterly 466.77 feet to the point of intersection of said West line of Government Lot 4 with a line 187.5 feet Southerly of the Northerly margin of the Bonneville Power Administration Maple Valley Loop North line, as measured perpendicular from said margin; N N THENCE South 80' 23' 40" East (South 80' 10' 30" East), parallel to said margin, E 634.26 feet; 'c THENCE South 32' 17 10 East (South 32' 04 00 East), parallel to said margin, 248.67 feet to the Wester) margin of the City of Seattle Mercer Island Pipe Line right-of-way \ E Y 9 Y P o\ h \ as condemned in King County Superior Court Cause Number 486190• THENCE Southerly, along said margin, to the point of intersection with the Southwesterly margin of Bonneville Power Administration Roc Reach -Maple Valley No 1 transmission line; 4 � + t + \, , ,Z , , l .,., THENCE North 32 17 10 West (North 32' 04 00 West), along said margin, 520.75 ru feet; \. 1, v t 4 , ` THENCE North 80' 23' 40" West (North 80' 10' 30" West) along said margin � 1648.18 feet to the Northeasterly margin of Southeast Royal Hills Drive as conveyed to the City �: ",.� \• � ;:,, \•,�;., �.,�,1,, ;� ;� o of Kent under Recording Number 7502070394; �; .` , \:l .,`` `'t'`� "1 j THENCE Westerly, along said margin to a point which bears South 09' 30' 00" East from `� o� h s 3 .89 feet East of the Northwest corner of "; i t CD a point on the North line of said section which i 6 8 :� � ;• l:l'tt =„t ' y said section, as measured along said North line; `? i€. ?} Y THENCE North 09' 30' 00" West 1475.83 feet to said point on the North line of said i ?t, '` •''` ` `'`'.k }k;' }` "``•' ` fill iit,k= %.. ;;t.3i }: =•,; a: Section 21; ® � , • : ?= s ?;tt ,,k: t:, lk, };;, THENCE Easterly, along said North line, 1014.54 feet to the TRUE POINT OF BEGINNING; € . i Ii Mi I,i€ %lit 6 v z Y TOGETHER with the following described parcel: ?' €'` 11€ i €° 1' m � 9 P 1 : , �� �7f �f �;, { , 7 Q 1 ? � � f jlf{ f ;i} i• <f {Sf {.aff1 axf: = BEGINNING at a point of the West line of said Section a distance of 1265.40 feet South of the 3 l �3ftirr7tft�i�'f; }i{ O Northwest comer thereof; , ; : 2 ; , : ,,I. ;::• ,.:€ .ISM a''£ �Ft€ ; °Q THENCE South 34 54' 30 " East 940 feet to the Southerly margin of said Southeast Royal _'} '?I iitlt }9i{ # } }::{ �tt Hills Drive and the TRUE POINT OF BEGINNING; i? f ?` <r #?'izj {(( {,` THENCE Continuing South 34 54' 30 East 55 feet to the Southerly margin of Bonneville f;fl €I € €:IIf::•, ? } €? t=i { Power Administration Roc Reach -Maple Valley No. 1 transmission line; • ° � THENCE North 54 24 00 East, along said margin, 830 feet to the Southerly margin of said Southeast Royal Hills Drive s THENCE Westerly and Southerly, along said margin, to the TRUE POINT OF BEGINNING. it•`t ;'`,�1: `` t'`,' \` \'` \\ \ BENCHMARK: ` 1 CITY OF RENTON CONTROL POINT 1640. TOP OF A BRASS a. DISK IN CONCRETE ENCASED FOUND MARKING THE SOUTHWEST ; ?`;`;, •jk'k `.`�' `�' Q co CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST ® o OF THE WILLAMETTE MERIDIAN. °,; ` ® 01 ELEVATION: 458.31 ASSUMED DATUM 462.71 KCAS 1941 NGVD 1929 466.06 CITY OF RENTON NAVD 1988 MZw w 2) TOP OF MONUMENT INCASED AT THE POINT OF CURVE OF �j SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 39 28 21 �� WEST, 213.86 FEET FROM THE SOUTHWEST CORNER OF THE SITE. ELEVATION 346.08. 3) TOP OF BRASS PLUG MONUMENT INCASED AT THE POINT Q' OF CURVE OF SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 'C 50'4024" EAST„ 877.12 FEET FROM THE SOUTHWEST CORNER �I o OF THE SITE. ELEVATION 294.38. �, •, `` "' \ \\ HORIZONTAL DATUM: TRUE 11"!0IRTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) `. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A o zz CONVERGENCE ANGLE OF 1%D00'25.25" COUNTERCLOCKWISE WAS w_4 \ \, •:• Q APPLIED AT A BRASS DISK IN CONCRETE, ENCASED, FOUND Z o MARKING THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF THE GRID SCALE FACTOR OF 1.0000077486 WAS j f APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. { ;, z VERTICAL DATUM: i Z w a (CITY CW F6ffW SPECIAL NOTE: .!I o LL o a THE CITY OF RENTON PUBLIC WORKS INSPECTOR ,2 Z ASSUMED. CONVERSION TO THE CITY OF RENTON DATUM AND OLYMPIC PIPELINE COMPANY SHALL BE 36$ ?; N (NAVD 88) IS TO ADD 7.75 FEET TO SHOWN ELEVATIONS. NOTIFIED 48 HOURS IN ADVANCE FOR ALL PIPE i} CROSSING THE OLYMPIC PIPE LINE. N THE CITY OF RENTON REQUIRES THE PROJECT AS -BUILT k DRAWINGS TO BE PREPARED USING NAVD 88 DATUM WITH NO ELEVATION CORRECTION. ROAD NAME CONVERSIONS: ENGINEERING PLANS ASBUILTS ROAD A SE 12TH ST ROAD B SE 11TH PL a KIRKLAND AVE SE ROAD D LYNNWOOD CT SE ROAD E SE 8TH PL ROAD F SE 8TH ST ROAD G SE 10TH ST ROAD H W � W SE 10TH ST \. \\ \,`\ ``. ` ; '�•.�� - \. S3 SANITARY SEWER PLAN (NORTH PORTION) \ 000 ff f. 4. AS WELL S4 SANITARY SEWER PROFILES \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE (SE 12TH ST, SE 11TH PL, AND LYNNWOOD CT SE) -i S5 SANITARY SEWER PROFILES UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE Q (SE 10TH ST) ° S6 SANITARY SEWER PROFILES co (SE 8TH ST AND KIRKLAND AVE SE) - S7 r- co VICINITY MAP itr.�l NO SCALE (ALLEY, ALLEY 2, ALLEY 3 AND MH 23 TO MH 24) S8 RH2 mi m i O O Fn Fn x Ix V z z z CL CL > H O U H Fn O U w O Q Q U �2 z g M M [L 0 0 < J �7_ L_ 5C) 00 I M CK x Q CL a a w z AIM N Z ENGINEERING PLANS ASBUILTS ROAD A SE 12TH ST ROAD B SE 11TH PL ROAD C KIRKLAND AVE SE ROAD D LYNNWOOD CT SE ROAD E SE 8TH PL ROAD F SE 8TH ST ROAD G SE 10TH ST ROAD H SE 10TH ST ROAD J SE 10TH ST LEGEND: ' COMPLETION OF CONSTRUCTION. PROPOSED TYPE 11 CATCH BASIN i PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE��...� :Y PROPOSED SANITARY SEWER SYSTEM >* EXISTING SANITARY SEWER SYSTEM 10-1 00s PROPOSED WATERMAIN _,.._._._ ................. ............................_ ..,.........._,... EXISTING CONTOURS .... ............250................ PROPOSED CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT 4 „ i .. £ e •e' 2 ,k l } •l •f 0 h � e^^ o I t'` 1 J O r \ k / G^ \\ \ } f �� \ i \ _ 0 \ �r \ �e , i , f c \ Y . } I .. ._....a!':1 f � .:, .,, _ .._x.1/1 r � +..a....,•;:... �, .. .; .... �:.�.+... 1 ,_ }3 a 0 � 1 i e 0 f t :li } W� 4F ` / ff ,•. CALL BEFORE YOU DIG 1-800-424-5555 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 t Mpg- X: e� , \ i' `21 D A 0 I C r •` !/ r. r � . r� --'_ 1 COVER SHEET SANITARY SEWER NOTES AND SPECIFICATIONS w / _ . 68 2 MECHANICAL PLAN AND PROFILE 3 LADDER AND GRATING DETAILS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND _. - -. .. ' _= ` --•,:` .�' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE ` ' `= ; " =: 4 MISCELLANEOUS DETAILS WSDOT /APWA STANDARDS AND SPECIFICATIONS. \ . ti` ;'\ �•:;` ~ ` 5 ELECTRICAL LEGEND OURS OF WORK IN H STREET - ` 2. THE H THE T EET RIGHT -0F WAY SHALL BE LIMITED TO 8: 30 A. M. TO 6 ONE -LINE DIAGRAM 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION 7 DIVISION AT 425 277, 6222. ALL STREET ELECTRICAL SITE PLAN ( ) EE CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE �g 8 ELECTRICAL ENCLOSURE DETAILS DEPARTMENT FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 9 ELECTRICAL DETAILS v , �.:•. .�°� m -;, ; 10 TELEMETRY DETAILS 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE I °``' ` ' ' ? €• '- ` 0a CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. r' 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO .•�. _, Y`. „ . ', 3:. •tic„ , ... � . STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL . \� � e ? ;t;, }; ;;,,.• t },: ; ; ;; €: ' : s' + BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE .k S tE v e CONTRACTOR'S RESPONSIBILITY TO •s3 NOTIFY THE CITY INSPECT 4 OR 2 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; y 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION SHALL TAKE N PRECEDENCE OVER ALL OTHER PLANS. LL; 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. h 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CN *• o o 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE N AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH vi LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND N 13 4A \. t \`' FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ;r ` MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r, 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 16 4g i \\ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO Q) THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A x TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND \ / 10 COMPACTION. \\ COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. '. a Mit 13. DATUM SHALL BE CITY OF RENTON, U. S. C. AND G. S. o 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED 0 R OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE ' COMPLETION OF CONSTRUCTION. SITE INDEX OF HEFTS: 3A �` S1 COVER SHEET 10-1 00s LID S2 SANITARY SEWER PLAN (SOUTH PORTION) \. \\ \,`\ ``. ` ; '�•.�� - \. S3 SANITARY SEWER PLAN (NORTH PORTION) \ 000 ff f. 4. AS WELL S4 SANITARY SEWER PROFILES \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE (SE 12TH ST, SE 11TH PL, AND LYNNWOOD CT SE) -i S5 SANITARY SEWER PROFILES UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE o (SE 10TH ST) ° S6 SANITARY SEWER PROFILES (SE 8TH ST AND KIRKLAND AVE SE) - S7 SANITARY SEWER PROFILES VICINITY MAP itr.�l NO SCALE (ALLEY, ALLEY 2, ALLEY 3 AND MH 23 TO MH 24) S8 RH2 SEWER LIFT STATION SITE PLAN SANITARY SEWER LIFT STATION PLANS --'_ 1 COVER SHEET SANITARY SEWER NOTES AND SPECIFICATIONS w / _ . 68 2 MECHANICAL PLAN AND PROFILE 3 LADDER AND GRATING DETAILS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND _. - -. .. ' _= ` --•,:` .�' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE ` ' `= ; " =: 4 MISCELLANEOUS DETAILS WSDOT /APWA STANDARDS AND SPECIFICATIONS. \ . ti` ;'\ �•:;` ~ ` 5 ELECTRICAL LEGEND OURS OF WORK IN H STREET - ` 2. THE H THE T EET RIGHT -0F WAY SHALL BE LIMITED TO 8: 30 A. M. TO 6 ONE -LINE DIAGRAM 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION 7 DIVISION AT 425 277, 6222. ALL STREET ELECTRICAL SITE PLAN ( ) EE CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE �g 8 ELECTRICAL ENCLOSURE DETAILS DEPARTMENT FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 9 ELECTRICAL DETAILS v , �.:•. .�°� m -;, ; 10 TELEMETRY DETAILS 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE I °``' ` ' ' ? €• '- ` 0a CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. r' 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO .•�. _, Y`. „ . ', 3:. •tic„ , ... � . STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL . \� � e ? ;t;, }; ;;,,.• t },: ; ; ;; €: ' : s' + BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE .k S tE v e CONTRACTOR'S RESPONSIBILITY TO •s3 NOTIFY THE CITY INSPECT 4 OR 2 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; y 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION SHALL TAKE N PRECEDENCE OVER ALL OTHER PLANS. LL; 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. h 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CN *• o o 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE N AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH vi LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND N 13 4A \. t \`' FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ;r ` MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r, 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 16 4g i \\ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO Q) THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A x TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND \ / 10 COMPACTION. \\ COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. '. a Mit 13. DATUM SHALL BE CITY OF RENTON, U. S. C. AND G. S. o 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED 0 R OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 's ♦� f f �/ \ :\ \ [ .A 55 " 1 VI ll V 1 •3 O .. o�o `•\ 0 1 U71UT 1' CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \ \. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED `t ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. \'.`. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL E DIRECTIONS TO MATCH PAVING. '- '\ ca \ _ . 2 _...,, .. __.._............... _.._.__.._ ._.. .DEVELOPER: tF,' PAGEANTRY COMMUNITIES GEOENGINEE S,NC. o' ENGINEER: ` 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. i RENTON, WA 98056 REDMOND, WA 98052 N \ f \ (425) 235 -0744 - ROGER NIX M5) 5 861 -6000 861 -6050 FAX CIVIL ENGINEERi BARGHAUSEN CONSULTING ENGINEERS, INC. ARCHITE( T: -� 18215 72ND AVENUE SOUTH P2 DESIGN GROUP U) KENT, WA 98032 1402 THIRD AVENUE, SUITE 730 i (425) 251 -6222 SEATTLE, WA 98101 �_ -8782 FAX - 206 624 8498 _._,... • _. __....._,....... 206 622 -4302 FAX SURVEYOR: o CENTRE POINTE SURVEYING, INC. LANDSCAPE ARCHITECT: o P.O. BOX 4416 DESIGN TWO FOUR/TWO SIX 33639 9TH AVENUE SOUTH 4205 148TH AVENUE N.E. i FEDERAL WAY, WA 98063 SUITE 102 -�- 253 661 -1901 BELLEVUE, WA 98007 _. \� o_ 2533 661 -7719 FAX 206 881 -2426 - 288 206 8 4 8 1 2 88 FAX 3 .rr...,_:.. CITY OF RENTON C7�PARTM�NT OF P"=21 Ile- WORKS �� �• w �S�'o COVER SHEET SANITARY SEWER ASBUILTS Z SHADOWHAWK AKA: Kensin ton Crest Condominiums A�9pi ®� -o DESIGNED MTS ?� 26016 DATE FILE NO. ©�<`S�FO/STER��\�� DRAWN DWW - - - By Date S�dNA L CHECKED RJA SCALE 1 " =100' FIELD BOOK PAGE_ EXPIRES 2 5 O2 APPROVED ___ Q DIRECTOR OF PUBLIC WORKS SHEET S1 1 OF y / c1b _DOO(D X�) 1 i� is 7� � x O� t7 d v ' COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 -02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD \. \\ \,`\ ``. ` ; '�•.�� - \. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL °o \ \ AS WELL \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE o PIPE. ° 's ♦� f f �/ \ :\ \ [ .A 55 " 1 VI ll V 1 •3 O .. o�o `•\ 0 1 U71UT 1' CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \ \. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED `t ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. \'.`. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL E DIRECTIONS TO MATCH PAVING. '- '\ ca \ _ . 2 _...,, .. __.._............... _.._.__.._ ._.. .DEVELOPER: tF,' PAGEANTRY COMMUNITIES GEOENGINEE S,NC. o' ENGINEER: ` 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. i RENTON, WA 98056 REDMOND, WA 98052 N \ f \ (425) 235 -0744 - ROGER NIX M5) 5 861 -6000 861 -6050 FAX CIVIL ENGINEERi BARGHAUSEN CONSULTING ENGINEERS, INC. ARCHITE( T: -� 18215 72ND AVENUE SOUTH P2 DESIGN GROUP U) KENT, WA 98032 1402 THIRD AVENUE, SUITE 730 i (425) 251 -6222 SEATTLE, WA 98101 �_ -8782 FAX - 206 624 8498 _._,... • _. __....._,....... 206 622 -4302 FAX SURVEYOR: o CENTRE POINTE SURVEYING, INC. LANDSCAPE ARCHITECT: o P.O. BOX 4416 DESIGN TWO FOUR/TWO SIX 33639 9TH AVENUE SOUTH 4205 148TH AVENUE N.E. i FEDERAL WAY, WA 98063 SUITE 102 -�- 253 661 -1901 BELLEVUE, WA 98007 _. \� o_ 2533 661 -7719 FAX 206 881 -2426 - 288 206 8 4 8 1 2 88 FAX 3 .rr...,_:.. CITY OF RENTON C7�PARTM�NT OF P"=21 Ile- WORKS �� �• w �S�'o COVER SHEET SANITARY SEWER ASBUILTS Z SHADOWHAWK AKA: Kensin ton Crest Condominiums A�9pi ®� -o DESIGNED MTS ?� 26016 DATE FILE NO. ©�<`S�FO/STER��\�� DRAWN DWW - - - By Date S�dNA L CHECKED RJA SCALE 1 " =100' FIELD BOOK PAGE_ EXPIRES 2 5 O2 APPROVED ___ Q DIRECTOR OF PUBLIC WORKS SHEET S1 1 OF y / c1b _DOO(D X�) 1 i� is 7� � x O� t7 d v