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S-289201
;ni `_ / % - t- G.V. C1= Lu w1.J) �y w'. 14 0 2 L f lZ L- -21 -11 I / I C�E�E -AtL. s,-n•: G mir 8) I 1 Ems. Tam PA�c�� �. So 42 i� IJ ,{ 3 �r 8 "m �.z. lrJFt�K MArl.1 1 ST A. ©+ 41 t' T Ct PA\/ "C) — - - -��, u' ckv C tAT3 rrs LnCK(L G I Co t'IC. \ Q I� P2�JA� l STp a� oo Pav' r -— -- NIE- STA -L * 44. b-7 4 s 89° 4 5 W e 4-- / yl - x. �7V�tS�iz i.I . PV-- 3 r �7 1 1= �N�, �— Sr1�rA1L 4- lvZ' dATEt2 (vtETE25 {1j� of /T2AFFIC gEo,2t>JG $aCEg LIDS Nq � CTYPte�,� rf1 -2 rd N 3 3L] NOTE: SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. t1..I . E . "Lfi' �rA Std 1.53 Ex Sb,ti i.1 1. wimp -j ;p ?Ilpt wr# -27. NO02 DAA TE 1APP4.1 R E-o I Stn t-Is 7 /c>® dtSE` (=-r L.rr.Je!, k S.S. o /ors 376 E I iZEJ(S1 =b Lur L-1 .JES , E-i-�. �---� �e-rc K •c l.OD' Ot7 I �C�-I �w� N� C.o. Sw -;% p I — t�T 4 i � Q . \tj .moo ZQ t_F "m PrI C S (t"3F- SE S w EK TS \ � c �. BO-ta Z.O�n lJll h \L-0T 3 \ 0� ?I \ ,�'�' -:: ` ; . -' `}'��: `..` .'.' ` .. � �. _ .'�a ••- fig. NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CONTACT: Rex Orkney Orkney Homes & Development PMB No. 462 218 Main Street Kirkland, WA. 98083 Tel: 425- 766 -3298 I NOTE: ALL UNDEVELOPED AREAS WHICH ARE DISTURBED SHALL BE HYDROSEEDED. ALL DEVELOPED LAWNS SHALL BE RESTORED WITH SOD. r SAtJ_ SIDE sEvl> =L' 4p• y Z oho Ct'if I d) � Q f 1 CrJt...I�ECT TD Cam. 1a' �:D_ S.S. i-A&u vJ -T- tJStZ-F= C't) -t]E,11tL �• � � 'Q � S t t� "� 23S.Z9 C- 0. ` ,p SEZ4Z. S.S. tvlL�ItJ vJ�Si.1SERt -Q -�E CS CJ=- DE-rAt `la C_t�_ � Q' �1= Cl8 "o:�.i Z3�.81 SuT. �orr� SE ZSo C' i -E- C(-,") 235.31 0 4 _ At L-F CaEn > CO. _ Co'•Cb Nc- Sail. SoDE s 24Z.'�- ScuSECC �rtJ'3 PE(Z �- 0 E4. TftEt.lca C .o . Q . S-m . $ 01 b 91 P� Crlp� S =2.090 CNI E J ) \ \ SrA I +&4 Tn EY . t a" o.-n. ss t nc�I�l \ LflT �. S �F � w /S�1SE.2T- A•TEE 7 & S_ _ p, "� W \ SA Sro 5w2#9201 E,tiv•t�Qi, -2 C v S o ?8 \�S -\_ o% Ct✓n � \ SCE F-Y. Sa.1. KA t 1. \ SEC(16* -n- swi Z4 ) -'31 \ SEC18 "o.n. - �) -L42) -C'3\ 1. J'4'� (' 6��`%;`,�i�a7ul� GAfOt.anb+` DC�..Ar2oea LINE TABLE LINE LENGTH BEARING NW 1/4, NE 1/4, SEC. 5, T 23 N, R 5 E, W.M. 42.73 N 89r47'4911 E L2 �, -1 1.1 E z8T>� ST STA O t LSO 'tarA C? + vs I ` 2T C � PA V ' T� '� DA1`IJIiI: CITY OF RENTON 12.94 N 8945'26" E R M ZP:1. L 1 sEC28'o�. - t-iked z�3 i N W58' 53" E crr4 o'r 2El.IMj C�ti1tilE�r -1� Ev. IZ t�ATE(l K,! 9,,J 1/7, ac. - - -- SECTION 5 T23N R5E W.M. � T_E CZFe R' / t-� 0'A. r'6. zca c® 6 t'� E' T�� �l.st, hf /4 Cod. »C. -Z?a-S NAVD 1988 28 -A r -oo P Horizontal: NAD 1983191 Meters Vertical: NAVD 1988 Meters i�(LATE Z48 �(a � �` n.Illy�t.� =CL- C � z° i BENCHMARK• 266 N 114 Corner 5 T23N R5E / n 8` C.J. CFLf- M�)- `t���tt�ir : °: ;; of Cr-) Ctil C . �� C.f`ir� 1/8" COPPER PIN ON 5" DIAMETER ROUND Location: Found a 1/8" copper pin on 5" diameter round concrete monument post dorm �F CONCRETE MONUMENT IN CASE AT THE 02' in a monument case at the constructed intersection of NE 28th Street & SA�J. N1 �1 , i oc a; I I Z a_E s g'� -p•�, �A. �Iat� INTERSECTION OF N.E. 28th STREET AND .cones Avenue NE See City of Renton monument reference card # 266. K ti ZGl B . 1 �/- JONES AVENUE N.E. (C.O.0 . wA—J .4 -Lf c..) Monument 18 IN CU PIN ON 5 IN DIA CONC MON, IN CASE, DN. 02 SECI$` p. o ° t'j Z31. 11 ELEVATION = 247.874' I "TEE 0,A -3 1 FL) NORTHING 58347.931 FASTING: 397335.034 ELEVATION: 75.552 ;ni `_ / % - t- G.V. C1= Lu w1.J) �y w'. 14 0 2 L f lZ L- -21 -11 I / I C�E�E -AtL. s,-n•: G mir 8) I 1 Ems. Tam PA�c�� �. So 42 i� IJ ,{ 3 �r 8 "m �.z. lrJFt�K MArl.1 1 ST A. ©+ 41 t' T Ct PA\/ "C) — - - -��, u' ckv C tAT3 rrs LnCK(L G I Co t'IC. \ Q I� P2�JA� l STp a� oo Pav' r -— -- NIE- STA -L * 44. b-7 4 s 89° 4 5 W e 4-- / yl - x. �7V�tS�iz i.I . PV-- 3 r �7 1 1= �N�, �— Sr1�rA1L 4- lvZ' dATEt2 (vtETE25 {1j� of /T2AFFIC gEo,2t>JG $aCEg LIDS Nq � CTYPte�,� rf1 -2 rd N 3 3L] NOTE: SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. t1..I . E . "Lfi' �rA Std 1.53 Ex Sb,ti i.1 1. wimp -j ;p ?Ilpt wr# -27. NO02 DAA TE 1APP4.1 R E-o I Stn t-Is 7 /c>® dtSE` (=-r L.rr.Je!, k S.S. o /ors 376 E I iZEJ(S1 =b Lur L-1 .JES , E-i-�. �---� �e-rc K •c l.OD' Ot7 I �C�-I �w� N� C.o. Sw -;% p I — t�T 4 i � Q . \tj .moo ZQ t_F "m PrI C S (t"3F- SE S w EK TS \ � c �. BO-ta Z.O�n lJll h \L-0T 3 \ 0� ?I \ ,�'�' -:: ` ; . -' `}'��: `..` .'.' ` .. � �. _ .'�a ••- fig. NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CONTACT: Rex Orkney Orkney Homes & Development PMB No. 462 218 Main Street Kirkland, WA. 98083 Tel: 425- 766 -3298 I NOTE: ALL UNDEVELOPED AREAS WHICH ARE DISTURBED SHALL BE HYDROSEEDED. ALL DEVELOPED LAWNS SHALL BE RESTORED WITH SOD. r SAtJ_ SIDE sEvl> =L' 4p• y Z oho Ct'if I d) � Q f 1 CrJt...I�ECT TD Cam. 1a' �:D_ S.S. i-A&u vJ -T- tJStZ-F= C't) -t]E,11tL �• � � 'Q � S t t� "� 23S.Z9 C- 0. ` ,p SEZ4Z. S.S. tvlL�ItJ vJ�Si.1SERt -Q -�E CS CJ=- DE-rAt `la C_t�_ � Q' �1= Cl8 "o:�.i Z3�.81 SuT. �orr� SE ZSo C' i -E- C(-,") 235.31 0 4 _ At L-F CaEn > CO. _ Co'•Cb Nc- Sail. SoDE s 24Z.'�- ScuSECC �rtJ'3 PE(Z �- 0 E4. TftEt.lca C .o . Q . S-m . $ 01 b 91 P� Crlp� S =2.090 CNI E J ) \ \ SrA I +&4 Tn EY . t a" o.-n. ss t nc�I�l \ LflT �. S �F � w /S�1SE.2T- A•TEE 7 & S_ _ p, "� W \ SA Sro 5w2#9201 E,tiv•t�Qi, -2 C v S o ?8 \�S -\_ o% Ct✓n � \ SCE F-Y. Sa.1. KA t 1. \ SEC(16* -n- swi Z4 ) -'31 \ SEC18 "o.n. - �) -L42) -C'3\ 1. J'4'� (' 6��`%;`,�i�a7ul� GAfOt.anb+` DC�..Ar2oea LINE TABLE LINE LENGTH BEARING Ll 42.73 N 89r47'4911 E L2 15.65 N 86'31'5611 E L3 12.94 N 8945'26" E L4 1.13 N W58' 53" E DEL ERICKSON, P.E. \\ 15020 S.E. 46TH ST. BELLEVUE, WA. 9800E TEL: 425 -747 -5825 exwREs I?-- I l -o 1 ® i 1 ® �GLL 169 F CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING 18 INCH AND 28 INCH OUTSIDE DIAMETER SANITARY SEWER AND STORM DRAIN PIPES AT POINTS OF CONNECTION SANITARY SEWER AND S t-IEET r� WATER PLANT FOR REDWOOD LANE SHORT PLAT