Loading...
HomeMy WebLinkAboutzS-2892Set;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 til E z5-n4 ST- 114, NE 1/4, SEC. 5, T 23 N, R 5 E, W.M. Eti. Se92rA +✓t�l. L %� Src), o+ ` A O + trm ! t' QT i t J T� R! M Z41. J l C_rrd o; QTLi'n C'='j jEc-r -ro Ev. 12 "d t.IATE2 MA,,/ v./ZG8 DATUM: CITY OF RENTON SECTION 5 T23N R5E W.M. sEeta "ay. - 1r.t� z 5� Ex. C.B. t2 c b TAPV�i.1t.TEE 3:F_ Morl. .6. Zcoto C%AJ% FL) NAVD 198 UQ4TE Z48.91v tJ`/4 C-f- Sole.57-S S a ..11YVLi 2&A- -w Hor¢«rtatNAD19MMMetals Vertimt NAVD 1988 Metals SECIS OS7. - SE (iZ" ! IEi Z4 t.lo g SLE6/E B R sY• 266 N U4 Carr 5 T23N R5E I / S` C-4. C rtK MA) - TAPVIwt, VALV6 Vr COPP= M ON S" DIAMETER ROUND Co 6JC . 15A.e CXAI- o Location: Found a U8' capper pin on 5' dan dw round concrete monument post down E,L . �=Ar t_ ► A4� . g IZ Lt= m 8 �v.x. CONCRETE MONUMENT IN CASE AT THE ° aA NE � �t of R� en e � g 2 s I r Ex. SaaJ. KA1J. of a OF N.E.28!!<STREETAND SZlr.t ?_4'S.al (ZI M ZJ. .1 a it x' L/A -i€2 MAtni 1 3E 687O.-D.- s Cs� 228.'S10 v W JONES AVENUE N.E. (C..o.Q. t.Ac�l . i+ 'LreL� Atomr^�t 1/8 IN Cu - ON 5 IN D- CONC MON, IN CASE. DN. o.z I I .iECiw a� - tj-) - - - 5ria . o�Z-T ELEVATION = 247.874' -rEE CNA Jet R-) -) � NORTHING: ssse7.9:,, FASTING: 347xs5.o3a ELEVATION: 75.552 ' - G" GA CFL,e t..u) `y 6l i f tz L•r ra"'&-TM= \ I I NOTE: 1 _ <t•1 L1�s�/ jr lW-fZ- C ALL UNDEVELOPED AREAS WHICH ARE Q � C.O.Q. �iD 'iS iCYL C MAIM tttwtr -Itr 4Aci IOUdii Ave.) I 1li.CPiiia!BED C1q�Ayll L B 7lvn "-'5cE cE"TAIL. 'Sr•N: G of a) mil" E HYDROSEEDED. E�. TAx 'PALCEL- &1o. �ac43 1 -n' J ALL DEVELOPED LAWNS SHALL BE 0 w a t_,' a m �.r. l.�a rFx Ma,.r ` / I RESTORED WITH SOD. I / ,t? W fir& 0t41 I' AT I l34 LF (o "dam IC CAtC142) �Y. \ SAtiJ.SIDESEVJE:E y �'o,dc.'St�uctuG cork. \ ` % ( SToa '.0.2. V:' Y. li C.O.IC %BALL. 1 - M1 BYO. 14S 5Ta Z+ 44.15 1 4_ Q/ul Jaatrs A„V- O.E EL. 269.83 -wP -ii -lilt w rao - sY - peps 4 i Fiewarc [ S =Z. CO. C n.) 40 Got.lwlEGT To Esc. lf3' Oxx \ \ \ S.S t.A�lrl �rl /7GJSEQ�A•rEE �SEE�E�RtL_ �� sE C18 "O�1 23 -I"19 S*3T'. 4oF'aJ \ \ i S. F. g ` �� Ce"► .. C r aa oa.n.- cal � I � YY� ��' _ EPtL._T.]CO� [ F1C.cLGtYC1 S S� sso T.tE S\ E A h . . CI`M l ElcS+o 8rC; G' bE1S " ^5.T o9 o � u1 ZZE1 2� 2. 3• o L V.J �cS8S ZSr.39 S 89° 4'5' 59" Ex 6b. m' - rA �fl,1csr. . l L P•r 0. E-5 .K �A -. �E CS S CuE T 4E0�Axt8 = E 7-60 41 L-V CEA') 0 C�..m Svc San. -C.a. Z44.o 24Z.±) 0A. Cwn! ) / 1aL/ .ao p \ 1 � I COwl nl �c.G.T TLS I "�+37r pP° t �!. Fx r- l -w-,LL. 4- J' /i JA-rE2 METEf�S uj/TfZAFFIc 'SEAIQI)�i "�voLEg �. LIDS C.O.Q. `-im. isLo-I CSEE-DEYAIL Sur G nG E.I �I ti 3 3a ' SIDE SEWERS SHALL HAVE A MINIMUM `r 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. 1ZE4 1 S>e7t:;, Lcrr L1,6JES _ E-ra. \ \ _ EY . t S" O.D. SIS ot'.I. J -L0 LF LOT I 5 .uI SwlSE1CT- A -TEE PVC W "m P11C SE Ct8 "0.v.) 237.93 \544 S.. t) t) \ SE Ct:, 2?58.As ��Zr� I \ s�� 5`fl�1 ; I \ i5 t_ \ o� YEt[ Q�o.Q. -►S t.All.l)I !(1 \ Co'rb� I S�Z. - LoT 4 \ \LaT 3 '� U �6Aw1 5a \ (W-21,91 11E6' 07 Q -2 oft AM s 5s,2892 EX. S A J. M 4 I. • I R�l./1 zc��.ol :rti::: S ?� ?' .:r.•, ��.: ,- .`'•.t'_ :..ti:••.�. � 2 \ SE(n8'av- S�J> 248.x\ =•!'' =EGS "o.o Ji .- w NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CTTY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CONTACT: Rex Orkney Orkney Homes & Development PMB No. 462 Zia Main Strad Kirkland, WA. 9SIIS3 Td: 425-766 -3296 -DSc.. GIII LINE TABLE LINE D ) - BEARING 2'�' Srra Stn I.53 N''o9 i7' 49" E L2 15.65 N SC31' 56" E L3 e, A 7-L. 1. L9 N 89.45' 26" E 14 1 1ZE4 1 S>e7t:;, Lcrr L1,6JES _ E-ra. \ \ _ EY . t S" O.D. SIS ot'.I. J -L0 LF LOT I 5 .uI SwlSE1CT- A -TEE PVC W "m P11C SE Ct8 "0.v.) 237.93 \544 S.. t) t) \ SE Ct:, 2?58.As ��Zr� I \ s�� 5`fl�1 ; I \ i5 t_ \ o� YEt[ Q�o.Q. -►S t.All.l)I !(1 \ Co'rb� I S�Z. - LoT 4 \ \LaT 3 '� U �6Aw1 5a \ (W-21,91 11E6' 07 Q -2 oft AM s 5s,2892 EX. S A J. M 4 I. • I R�l./1 zc��.ol :rti::: S ?� ?' .:r.•, ��.: ,- .`'•.t'_ :..ti:••.�. � 2 \ SE(n8'av- S�J> 248.x\ =•!'' =EGS "o.o Ji .- w NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CTTY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CONTACT: Rex Orkney Orkney Homes & Development PMB No. 462 Zia Main Strad Kirkland, WA. 9SIIS3 Td: 425-766 -3296 -DSc.. GIII LINE TABLE LINE LENGTH - BEARING Ll 42.73 N''o9 i7' 49" E L2 15.65 N SC31' 56" E L3 12.94 N 89.45' 26" E 14 1 1.13 N Od58' 53" E DEL ERICKSON, P.E. 15020 S.E. 46TH ST. BELLEVUE, WA. 98006 TEL: 425-747-5825 f R,mwLL 173 34( Et- S-D2,.n MtI. R," 2�3.IZ =E (Y$70D_ -c1) 248.81 TE CZg' ar) - Slcl� 248.91 EA V 0 -11" Aftua/fx D6c.l� se°o Ir CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING 18 INCH AND 28 INCH OUTSIDE DIAMETER SANITARY SEWER AND STORM DRAIN PIPES AT POINTS OF CONNECTION AAM 1 AK Y 51I!j W it K A N1D I S I Acer WATER PLAN FOR REDWOOD LANE SHORT PLAT / 1_ ► '� _I DA rE: t�.tA2. Zoos I ,08 , 6. 1 ScA -. t "= s _?cr9202 exrinea 17-- fl- /.l R F m 0 N� o Olt __o _o n r wz �% o >o y H >aiV