The URL can be used to link to this page

Home My WebLink AboutS-2790113 el a a 23 N., RGE. 5 E., W.M. WINsm"OhW00 J.NOSLAPE' u err :L rPJ 'JJ P. tI. -_r.�r l 11 h 17 18 we Vi' ! VIPTI txJ• IMAUE1 14 u I 5i 13 12 A aRl`6 TRACT K 18 15 I6 17 16 19 nI 4l U a4 19 PIfJi d M Y /TI EPT .v'IL . " 01 P1 VOPfl 01' /tC MPJ11, 14 l' f NOPF., 14. 9P:L1 _ J)5 d'L 374 ViFVA t', - eu7R 1 F1aa a �N KING COUNTY TRACT 1 1 1 1, Iq EAAOSwac CITY OF RENTON 5 A / / FIr,' /! 0 �s V ! 1 r4 z � II J1 � - 21 22 2J 24 25 2B 27 28 28 JO J2 .33 J4 .i5 JB J7 .78 J9 N007810' E - .. . _ .... 1 dif T /NliTlll'a ! FALU'1r 15 D F/l hil BNF / . ' I FbI V V, I f I_vey lf 11, K4 N51 •,WMV, AUNAtE7RACTM ' R 41715' Ni[ f 1 1 ":f11! 11 ! 1'941.r. ] c nr TJt A 91155 ifV,5 'i x )nor ff tiPLt; r196Jri 1487 AVENUE SE £ c ` 1 148IH-A.YENUE_SE p �p z - pg� SCALE: 1" = 200' 3 0 100 20000 4400 TFa � y m 0 w I ¢ LEGEND I PROPOSED SANITARY SEWER WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED SEWER MAIN SEWER MANHOLE -- - - - - -- -SEWER FORCE MAIN • CLEANOUT SEWER SERVICE CATCH BASIN, TYPE I - - BOUNDARY CATCH BASIN, TYPE If LOT UNE - SINGLE WATER METER W/ 3/4" SERVCE RIGHT -OF -WAY DOUBLE WATER METER W/ 1" SERVICE —_— GU77ER, FLOW, & CURB LINE FIRE HYDRANT - -- - -- - -- CENTER LINE A/R/VAC RELEASE VALVE — - — EASEMENT BLOW OFF - - - - - - - - - BUILDING SETBACK LINE (BSBL) GATE VALVE WATER MAIN TEE - STORM DRAIN PIPE BEND - ROOF & F0077NG DRAIN REDUCER 10' CONTOURS CONCRETE BLOCKING - - - -- 2' CONTOURS o YYwp - ay ®8y� d re I £%V ¢ 5RJ ra PLVTO':. 4 WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED IXEDEAIIOV PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF SEPTEMBER 11, 2000. r � t 1� 1 1. TRACT £ \ gTrsnN'Ar�A 49 , i0 /J 48 TRACTC BERJInOY � imp 47 � 2' �—�/ LATHE INVERT O AND BASED ELEVATIONS MAY NOT 46 I I 41 4T 4J 44 N0078 0 338 89 � I Po BOX Z199 ACOW RENlDV, W4 960`.,6 I�I 44304 I (Taal 1I w"s I' 18661 ]ROM SE JPM1V /TAR \OP.Nlfi 1210 f41RD N. 1 .VE AT6A7AVB, r4. :7410!! - ^w DLAS J. f1686V0 SE 2R_! nRM yAl SE '6R PEh70 IrA 960iO 1I IXOP1,/ME5 L L r D£AY f. Y1 ROMN,, a4 9605d 1x6?? 148] '" 9631L 4N AULIS ' 6731 12 01 7 Sf Pi'YfOM1, 14. 99066 I PJNERI N4M& Aw.PPJS& 640'L. 0/lllM1f Ik74OTR AVE Z. 1/091!6 AT 5F fA 9P,0.69 R!L VRE 61 96004 1371651 'ZON NEST, 9me I I ERLY b'VFIl ell Illit Checked for Compliance to City Stondards Sl'ANP NOT VALID ENGINEER'S LEGAL DESCRIPTION PARCEL A THE EAST HALF OF THE S UMNEST QUART? OF 174E SOU7HWE5T QUARTER OF SEC77ON 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAME77E MERIDIAN, IN KING COUNTY, WASHING 7DH,• EXCEPT THE SOUTH 3788 FE'£T OF THE NEST 12500 F7F 77¢L7r,• AAv EXCEPT THE SOUTH 4200 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 1287H STREET.. PARCEL B, THAT POR77ON OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUART_ OF SECTION 11, TOWNSHIP 2J NOR7K RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST OUARTER OF SAID SECBON 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 64&00 FEET TO 7HE TRUE POINT OF BEGINNING, 7HENCE EAST 1320.00 FEET, MORE OR LES$. TO THE EAST LINE OF SAID SUBDIVISION; 7HENCE SOUTH, ALONG SAID EAST LINE, 67500 FEET! - 7HENCE WEST 66000 FEET• THENCE NORTH 660.00 FEET- THENCE WEST 660.00 FEET, MORE OR LESS 717 THE WEST LINE OF SAID 5U8&WS10 N,• 7HENCE NORTH, ALONG SAID WEST LINE 1300 FEET 70 THE TRUE POINT OF BEGINNING EXCEPT THE *£57.30.00 FEET THEREOF FOR ROAD; EXCEPT ANY POMPON LYING WITHIN THE SOU H*E_ -T QUARTER Oc 774£ SOUTHWEST QUARTER OF SAID SECTION. EXCEPT ANY POR77ON LYING WITHIN THE SOUTHWEST QUARTER OF 771E NORTHWEST QUARTER OF THE SOUTHWEST QUARTER LIE SAID SECDOV. R n lqmmwLL 173 139 AS- CONSTRUCTED DISCLAIMER o av 800 J WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED J 00 PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF SEPTEMBER 11, 2000. % O SHV F%n, THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, SIDE SERVICE STUB Vy MARKERS AND FIRE HYDRANTS WITHIN THE PROPOSED RIGHT —OF —WAY WHICH VARY '3F MORE THAN FIVE FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES THE AS— CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE ED PLAN SET. SLOPES EET J STRUCTURES CALCULATED REVIS 2a;za F'�v �S'sUONALRY'�G`�~ IST LATHE INVERT O AND BASED ELEVATIONS MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE, ALL ITEMS MARKED WITH A A ON THESE PLANS REFLECT INFORMATION PROVIDED BY THE CONTRACTOR WHICH HAVE NOT BEEN FIELD VERIFIED. TRIAD ASSOCIATES DOES INOT CERi1FY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN THESE PLANS = x?IaES: vzz /o3 QQ R n lqmmwLL 173 139 VICINITY MAP NOT TO SCALE OWNER / DEVELOPER_ CENTEX HOMES 2520 1307H AVENUE N.E, Suite /200 BE1LEW& WA 98005 (425) LW -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS TRIAD AS5OCA7ES 11814 115714 AMVUE N.E. KIRKLAND, WA 98034 (425) 821 -8448 WILLIAM W. DUNLOP ,.IR., P.E. .5479011 UTILITY PURVEYORS SEWER' CITY OF RENTON WA ZE R.' KING COUNTY WATER DISTRICT NO. 90 BENCHMARK AND DATUM DATUM' NAD 1983191 (BASED ON P£S 70 CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VDRTTCAL DATUM.' NAVD 1988 ORIGINATING BENCHMARK CITY OF REVIDN BENCHMARK f 1852 - 3° BRASS SURFACE MONUMENT AT THE IN7ERSEC77ON OF NE 4774 STREET AND 148TH AVENUE S.E. ELEVATION 454.77 FEET BV d 1 SOUTHERLY BONNET BOLT ON 70P OF FIRE HYDRANT 18' t NEST OF SW CORNER OF SITE. ELEVATION 490.99' BASIS OF BEARING SOUTH LINE OF SOUTHWEST QUARTER SECRON 11 -23 -5. SHEET INDEX 1 COVER SHEET 2 -7 SANITARY SEWER PLANS AND PROFILES 8 SANITARY SEWER DETAILS AND NOTES �A® TRIAD ASI V WTES Prslect Wanagemeal Civil Engineering Land Surveying Lend Use Planning IAnd:eape Arehitecture Site Design 11914 115th Are. NE Sttilmfl TA 9UM -69x1 Tel 4259219449 Fa 425MI.M1 Tull Y1ee 909A6&0156 a .bfadassxmm a Q A 9 o av 800 J MAY MALL PO 'OUNTY pgRK p FZ \ I I I I Tp� SSgOCi �O SE IlEfh ST VV`, e Q lib < clll 900 $C 1;1011 `i S I GG/LF[ILO \ PFR V� pFl g0CC R51� ¢I4, & RIDE NC�ath ST SE 128th ST � LEU y 7i MAPLEWOG I� N PARK VICINITY MAP NOT TO SCALE OWNER / DEVELOPER_ CENTEX HOMES 2520 1307H AVENUE N.E, Suite /200 BE1LEW& WA 98005 (425) LW -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS TRIAD AS5OCA7ES 11814 115714 AMVUE N.E. KIRKLAND, WA 98034 (425) 821 -8448 WILLIAM W. DUNLOP ,.IR., P.E. .5479011 UTILITY PURVEYORS SEWER' CITY OF RENTON WA ZE R.' KING COUNTY WATER DISTRICT NO. 90 BENCHMARK AND DATUM DATUM' NAD 1983191 (BASED ON P£S 70 CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VDRTTCAL DATUM.' NAVD 1988 ORIGINATING BENCHMARK CITY OF REVIDN BENCHMARK f 1852 - 3° BRASS SURFACE MONUMENT AT THE IN7ERSEC77ON OF NE 4774 STREET AND 148TH AVENUE S.E. ELEVATION 454.77 FEET BV d 1 SOUTHERLY BONNET BOLT ON 70P OF FIRE HYDRANT 18' t NEST OF SW CORNER OF SITE. ELEVATION 490.99' BASIS OF BEARING SOUTH LINE OF SOUTHWEST QUARTER SECRON 11 -23 -5. SHEET INDEX 1 COVER SHEET 2 -7 SANITARY SEWER PLANS AND PROFILES 8 SANITARY SEWER DETAILS AND NOTES �A® TRIAD ASI V WTES Prslect Wanagemeal Civil Engineering Land Surveying Lend Use Planning IAnd:eape Arehitecture Site Design 11914 115th Are. NE Sttilmfl TA 9UM -69x1 Tel 4259219449 Fa 425MI.M1 Tull Y1ee 909A6&0156 a .bfadassxmm a Q A D agAg i z WILLIAM W. O1INLAP, JR. P.E. r MllN DESIGNED: W. COGUYN, P.E. /.L FREDRICK CARD: D. M£RR1AM CHECKED: WJG DATE: 1115199 SCALE: JIM.: 1=200' PERT.: N/A YJ W NOTES V� pFl g0CC 0 WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES WETLAND LOCATED BY HUGH G GOLDSMITH & ASSOCIATES V ni 3 3 3 '3 fa FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES D agAg i z WILLIAM W. O1INLAP, JR. P.E. r MllN DESIGNED: W. COGUYN, P.E. /.L FREDRICK CARD: D. M£RR1AM CHECKED: WJG DATE: 1115199 SCALE: JIM.: 1=200' PERT.: N/A 71 �c O 30 N lam/ �J O A NOTES V� pFl g0CC WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES WETLAND LOCATED BY HUGH G GOLDSMITH & ASSOCIATES o a;ze 6W BOUNDARY SURVEY BY HUGH G GOLDSMITH & ASSOCIATES SSUONAL4E�Gl� FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES EXPIRES. ;/22/03 2/28/0/ Checked for Compliance to City Stondards Sl'ANP NOT VALID UNLESS SIGNED AND DATED YOB NUMBER 95-243 SUM NUiM !OV S AS-CONSTRUCTED imi7 ®1999 TRIAD ASSOCIATES • 71 �c O 30 N lam/ �J O