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HomeMy WebLinkAboutLarge Format/ 4+54.05 END Ic) ' SECTION 29, TOWNSHIP 23 N., RANGE 5 E., W.M. �� - - TH-��/E5 1 1 G 1 / ►f," C0�C OR CC-EP (by KIr.IG C)0"7-f) �� // / --� / j // /�' N 01 '48';, 12 •� R M 327�so /t 1 j �1-- �5- - _ I IE N 315.55 MA T �H LINE �,� IE W 315.37 IE E 315.40 SEE SHEET 4 of 19 + / EX SSMH ® RIM 326.36 0 -� \ �R LIMITS18"IE W 321.53 AV. OF / / P��i; �� / -81 12 E 3211 8 _21 - - CITY OF RENTON Otr / / �� / / / (12"N-S IS I T i y� / O UNDER THIS M w / / / / w w\ s' ± �m�7 ++ Ex. C�izAaE�� > I ` �W S�LIr -oGc N G Lip 330 - / /�-_ - - 1*14 I , - L`� \ C.B. No. 20 -- TYPE r�l Q I STA. 24+20, 15.25'RT. NOTES: _ _ I I --- I - GR. EL.=322.63 / / ---y-------'/ /' // / - I I I T.L. 103 - I�y I \ I.E. 12"(W)=318.97 1. CPEP REFERS TO ADS- 12 PIPE OR EQUAL / per - / ��+ Cn CORRUGATED POLYETHYLENE PIPE, DOUBLE -WALLED, SMOOTH INTERIOR = /- - - - - - - - - CD o /' • I^': -►j - Is' Put��lc pFzgINAsFMErJI 2. SEE SHEET 10 FOR ROAD CROSS SECTIONS &WARPING DIAGRAMS- _ �o / / 00-----�- / __ /N 1 \ HOUSE sue` _ ea - �-- _ _ _ - - NOTE. G�/ <--D rn N wJVAi�tE GRATE O I to I CONTRACTOR TO VERIFY c•'�`�i - - = ' / ' - zE <1 I I I I.E. PRIOR TO CONSTRUCTION 0 STA. 22+60,I 15.25'RT. _} -.'1 o GR.-€L•=304L�fi •$�- - 1 C.B. NO. 1OA•- TYP1il IE I »'.a3 C.B. NO. 13- TYPE I -A ----- _ / �y Aso I w/SOLID LOCKING LID - - - - - - - - - - - - - - - -- -- w/VA�IE� G�/�TE ��� '+a 5--E-- 3 .�0 t�--r GR. EL.=304.0± STA. 22+60, 15.25'LT. _ � I E 1a" E 301 5f EXISTING --- -- ---+ -I.E.E -MATCH EX IE '-------------- GR EL.=304`2$� � �- � I. "�S3- --- - r - - �1p�_ ------ ---------- -AGE -__- _ - -�- r3- - /- 4� E 3o1r`os C.B. No. 14- - GAR'�-- TYPE I A I = j - �- - - x' / _ - - - ® - r' f \ w/SOLID LOCKING LID CTl-- / 5"jAj IN -� I '� - 1 F 1 / DUPLEX 1 ^ I \ GR. EL= -W)= �OTE Pool tT.L. 161 HOUSE - - - _ - - - - - s C'' / _ \ - I.E. 1 B (NSW)=300.10 - I G.� 09------------- - - - - - - - o, 26.6'-18 CPEP 15' PUBLIC Op - \ _ _ _ _ - - - - - © 6 PVC LOT DRAINAGE STUB 1 1 0 5.26% I n �j 1, (_` (TYP. ALL LOT - - - v - - �_ \DRAINAGE ESM'T. �'iL-�- V�L I TIFS i ice+- ; STT�' Ci4CT B�Ico \------------------- - _ _----- - " _-- --- --- -- - - � �(f� - - II \TO SPrG-t LoT CC �/ - _ _ _ ROOM-_ - - - 3 f PLAY / � � � / i-/i / i ''_ \ \ \ •-m �_----- - GARAGE I _ -_ � / --- -- -/� \ O S� SOO� - - - _� - ._L__-• ' / - _� / �-_ 25 - A DUPLEXIVEWA / I / i 1 _HOUSE - - - -- ,_ -- - � \ ,. � �' a 4t7 I co - / / '�- O - _--� I_ - -__ - _ _ _ \\ - z� fi \DUPLEX 4 TPORAR�// ' / ------ -- _, � �\ �'\ \` _ __----- 9+_55 - Pt1-0�41 35 �E�,\ \\155'00� /Zg E� Imo. A PyM'T / / -- - - - r- - - LZ,Z E - TRANSF-5 ip`ER �9 / \ - _ - - - - _ - 2:--1 T syppi= � -_ - _ASPHALT -WEDGE -CURB T1o2 B E � - - / i TURN ROUt [� / / - - - RE1v4QyE - ' \'\ \ - - < �TA. �55 fND_ PVM �8c-S1QEWA - 29� D\ ` N - - (SEE SHT. 10 for�€T 16' / / / C.B. �` 5A -� \ \ A�tt ' LZ _ z \ 'r oD- - I / / TYPE �.-► _- ---- 3 STA. 12+45 15.25 LT.42 GR. eQ 2c�3.Z�C�-BE-6EDIC - 140 1 - / / �e� / / I.E. 12"(W)=26't 9 ?159.57 6_PV`R�aF\ \ \ \ \ _ -- \ \ \ /���-N 9 I 00 / I \j� \ \ `� - - - - - - - - - - *j / Z o / o _ LEX R?• / / 1 _ :RAIN _ F �A STA. 10+85 J _! --- _+ - \ \ \_ \���' \I'CfiN OF_�0� \ /BGN. SIDEW 6' RBtF I \ \ - I f :_ I I / Ut� f- - - DRAIN \ \ STA. Sf�30.50------------- f,1 _ - \ \ \ - 1"V CON�3$UCT 28' 1%2 STRE-fT-SEC710N _ - - 1 W / ` \ \ \ r - FROM VERT. UBB _ ?fl _ - - -- - - - - - - / C. �: -N 9 - 'E�"- T t j G W AtT Z- Z - BARR C / -- - ' / / ` - - END W�D.GE -GURB-TAPER P ` OM Slr1� 8.17�.76_IO S_ TA. 9+55 \ / \ \ -T APE Ua /R FLOW r---�=-- �V 01�� 3 _ - - - _ - _ _ _ ' _ \ 20 4.65_ _- - - rn - - - - - / STA. 'Lfl .5 15 5'RT. (PER STD- 6TAIL H01 '� I \ \ \ \ / ' " ^� , ' , ' _ - _ \ w/VANED GRATA 1- W { $� i SEE NOTE 2 ABOVE I- - - -- - --1n N 3�a-`2";'CPEP ®mo o / _ \ - - - +2 ,P _ J -- - - - _ - 36 - ..� --_10+OG �_� ' NTX 10+4 � / /�, - __ - _ , :�2+--- o.� I% \ \ �\ � -� � � � T / � - v \ � _. - - \ - `3 � �_ , - / CAP PIPE -_ 1 - - LE.-1'�{t-W)=266 .-zs -- 243.4 PC 12+46.19 \ \ \ ABAND� / - _ / �1Z' �� �,b. 48 _ r� C.B. NO. 15 -TYPE I -� _ 243c9 -12" CPEP ®1 53� 'n ---- -.X. ��L E -S-TR:+82.82, 15.1 LT. i- - - / - _ �! �c WA, ZTATE D.S.H.S. E S. ' (W)=259.45 = - - -� - _ -_ - _ - - - _ - _ j w/SOLID LOCKING LID / i I.E. 12" - -i C. � -9A fT�PE j / �! 21ob-3� \� .> /� I --------__ - p / ® �' - - --r - _ -- _ GR. EL.=270.4t STA. 20+2� 15.75'CT. C.R. Nb. 6 - TYPES �j - -- - - - ` �Y` \\ - -- _ - _ - - I wfVAtl� GRATE / � 18 �' < � 1.E. 18'(E-W)=267.00 STA. 10+02. - 25 RT. / �'+ \ - -'C6' ' 16'- - .B. O. lA = TYRE 1_ _-GR_ EL.=270.24 .1o2MAIN AVE. [C.B. NO. 5 - TYPE I I -- -- - __ S A. 16+ 2�14; 1�.25'LT. LE. 12GR. -Etx i 1 % 18 �6�. 7 /\i/ T E. 12"(S)=266 �{r 2/a4�o Co STA. 12+45, 15.25'RT. FA - - \ / / / 5' 25 D _ - EL. 50.E -7 I.E. \ I o _ I C3i - ,o (S)- t- - �� - - - - - AS - �U IQL.. T.J.GR. EL.-26(r.69 2c.3.�5 '-5� / / - C.B. N TYPE I n - I. -12"( =�Z4&_ _ •l8 - _ _ _ _ / 1 o - - - '�- - - _ -AS - �U� 1- i UA�JED 6p - - 10 ,25 / I \ O ,6 STA. 1 +5 .78, 32. 5-1=T- ` / _ ® - - - _ CTi z8 12" i t� 7�359.4o I cgR,q� � j \ \�9�Lc //�5� - - -- - ' - -- - _ I 12 I 10 - - I l - - -- - - 1 J - 1 1 �Q,B \ \- 'P LE. 12"=246.5©,�� - o - - C.B. jyO.-j ---TYPE I1-48" �z + / - - _ -- \ \ \/I- \ I 12% �T- 2^�: ,_ ®� I / - . A c' I w �i`� �' E��c SUR\l Ey KENNEL / C. B. 3A - TYPE I �, - - - - / - _ 1 1-IC71�P,� cJUtZVc`(INC, \ } \ \ / 1 - STA. 1 +82.24, 14.46'RT. 1 r6,RAI"" V R&F \ \ ` - - -- - - �_�ar o I / 1�1v' 0 T - _ GE El (E 246 316� - C.B. No. 7A - TYPE I D Q _ 10' PR1V lE 1 !• 260 /p - - _ - - - 9 \ / STAB 4+ 1,5�Z5 LT. ,� o I - - _LE-� S =24� . c.7 STA. 18+50, 13 2�5'LT. _ - DRAINAGE ESM T.- I I2/ 2 CD / l 7 n \ u sr G1 . EL. = 2 .21 .6 4 - -- - _ , ^�O .. m - _ \ I I.E. 12 N-.l V)=2�.V& Aq GR. EL.-253.# .310 i ! / / - ' - IZ _W 2 1".05 -7 \ "YARD DRAIN N 01 '53 42 x. I.E. 12"(� 249.�# .(,9 v � � PVC - - - - rT, � �( E--2846_ - ----- --- -- Ram _--- - I ►Z�z�� \- - DR�CII� - \- -- -- - _ - I 0� - (TYP. - --- -- ---CLEA�LOlLT- O / -® � -. � - / t__� __ ---IsE.=257QQ_ / - - __ _ -.-- 10' PRIVATE I I__ - _ -- - �FA �/ 30.5'-12��EP ® I 15+82.56= _ _--- 4. - ---12"'CPE _ - - - -- -- o.o' - -18+ INTX DRAINAGE ESM'T. - - - \ - - - - --- - _ - - --C.B � 949-R_IYPE J - \ - / F�� .. /�'PT 14+53.02 15 \ _ 116 i - 9�21� 1_'40% 17+- ®0�2'J, I.00% 6 PVC R8� �R . 1 >� e T. - - - \ ? N ' I wTSOLID LID \ �� - _--- 18 �I �4 T.L. 39 ' lo9.q�y3�'-12" CP ® 110.5 RIM EL.-�58-}� S�Z \ 4��-t-12" CPEP ®� --- 3.2q°6 H - - LCB. w I.E. 12" NFL b 253.3j� \ _ - - NO. 8 -TYP S� 167.7'-12" CPE l "-t EP 0 2-ggq TA. 18+- 4:6, -1--W I C.B. �O':� � TYPE 1 �.B. �a . 2 TYPE 11-48 I - - - - - - \ - -- - - - - - - -- 10. v ' SOLID LID C.B. NO. 16 - TYPE I -A�- _ } •k'-1 CP p-EL�253� :70- -1 w/SOLID LOCKING LID f • r�. TRACT 'B' V-STA-. +4+,55, 15.2,,5.f� STA. 15+6 , 15.25 RT._- t� - - GR. EL. w SOLID_L \ \ I \ _ _ - - 0t-0 /I.E. N)=248.g GR. EL=246.Gt "� OJ► OPEN SPACE w fTl / - \ I- - AVE - I' " I.E. 12,E (E,W S)=24 �. 41 -RIM- EL.=25 54.14 ` - m r MAIN � I o • 92 /� / �Z,ls - �48�49 I.E. 1>$ (E-W)=243.00 s a O 7sS I.E. 12-(.10, #0, E-S 243.SC . 5 J I - - I / 248 • \ I 1 �•• I } i I 12 ►�1 243.tvs I O. I I oo Q \ I NO: -11 -TYP�`i _ - I DETEN 70N - - - - r B. NO. 7 TYPE I i -- _ •A.•18+96.4-7 45. 9' T ) I z I 29 \ 30 STA. 6 95, 15.25'LT. TRACT _ STA. 18+50, 14.4s' T. GR. ESL.= 25 41 I 'F -r -- - - - CD \ GR. EL. 247.E . VZ ® r' - - - _ \ / / I 7` v E3�ASS BY-PASS - _ �� - I & TOT OT I �z GR EL.=253.1=F .� 1 - - / I.E. �'1E(NE)=248.8��.72 , I I Gb \ I I.E. 12 E) 243.$i rn N - BY=PASS 11�. 1~L ) 249.'34 4 ` _ - / n �J I in I iz (S) Z43. t,'i - - I - - - I.E. 12"S Pl / .9 ` I S PF-RSAL TRENlr_ + I i GAR I C.B. Nb. I1A- TYPE I / BY-PAA §1 ` N - - - I z�e.lg !}ice- ASS 35 .i8 B� p S, FuTurzi= ExT�Nsloti of / I -i -Aces I U� :- R ov�o u�ti '. ..'. 93 X ® PIPE wr=sr or= C.8 I -7 BY STA. 6+ 5, 15.25'RT. �o 7V - - BY- 10_5' PRIVATE STORM DRAIN EASEMENT COI 6" PVC R&F 1 /' / _ - ----- - - �- -- - -- - - -- - - - - -- - �- -- GR. ELF 247.3'�• . V3 11 \ \ � - r - ' . \ I.E. Tom" N =243-87 ?i44.o1. / A1�1 ® 0.507. MIN. < / \ o -�---� -�"-Pv /,, \ -- \ \ 1` o C.B. No. 17 TYPE I -A. �- - ------ � -- --- - - - 't_fYD1 ,- coo _ .� - -! � DRAIN 0.50% MI�G: --- _ _------- � -- - -- - -- - _ - -- - - - i / I w/SOLID LOCKING LID NOTE: 1 F \ I YARDR,41N' - - __ -` -_- - - L _ - / - - - \ J� GR• EL.=239.5f TOPOGRAPHIC INFORMATION BY: �,(_ / LEVEL-i . 'fFIOMAS LAND SURVEYING a (TYP, ) 11'1A TGLI LINK - sA�` 40'-8" Pvc PJ-O t 00 48' 35" - - - (SEE SH�. 9 ®11•3y, E GRASS -LINED � J ST for DE AIL) SETS _SHEf''4 of 13 j / 658.45' - - \ 11309 46TH STREET EA Q _?40 �_ _� _- �^ BIOFlLTRATION SWALE - � '" " YARD DRAIN - - - - -- - -- - (�.P) 15' PRIVP�TE 29.0'-1'1." CPEP2vc PUYALLUP, WA 98372 10'= PRItfAT- __ rn C.B. NO. 12 _JYPEt 10' PRIVATE z 2 'DRAINAGE ESM'T. I _ (SEE SHT. 9 DRAINAGE ESM'T. ®6.9d9� PHONE 863-2321 17 w 12 11 I STA. 6+26.61, 10.3'RT. DRAINAGE ESM'T. 14 w p Qo cNA - I w/SOLID LID for DETAIL) / �MPO�R•YO 70' DISPERSAL TRENCH 16 1 1 Z w F ' 6" PVC R& T.L. 123 (SEE SHT_ 9 for DETAIL) __ DRALN T T RIM EL.=237.3+ .-11 C.B. - -- - -- -- _ ®0'50% MIN. I T.L. 40 TF.MFORAR\ � � LE. 12"(%�W)=232.�ks.62 C.B. NO. 19 - TYPE i( - T.L. 4r, ? I _No. 18 -TYPE 1 � C i ru O F R F N T O N w/SOLID LOCKING LID w/SOLID LOCKING LID PLAT OF G1 LVSPER DID'. '^ I' GR. EL.=236.0f (A. EL=236.0t DEPARTMENT OF PUBLIC WORK`_ II -I CD I DUI.E. 12" S =234.00 I.E. 12"(S-N)=234.00 -- - - ENGINEER: ROAD & DRAINAGE PLAN GRAPHIC SCALE JAEGER ENGINEERING o 'CONN-9_& PLAT 40 0 20 40 80 160 -_ - -! 1 IMCR• SOUN P.L. PIPI►G To IV' J.3.,• *1491, 9419 South 204th Place DESIGNED: JJJ DATE: 7/g6 FILE NAMr: J9608 �.�.3. 12 24 q7 Kent, WA. 98031 DRAWN: DGL -A 2 As- B�t�T -----_ ( IN FEET) Phone No. (206) 850-0934 CHECKED: JJJ SCALE: 1"=40' FIELD BOOK: PAGE 1 inch - 40 f;. - - >, ATA GENERAL vr1 L Ines LW SH 9�-09'X - IN 23 so 0 rn U) N. >- W'� AL; LLJ 1. < > o Lumber or LbM ket 0 . I C: U) W James jH RADIO SU /Ov. Il -905 Sarn Younker 05178Ac H H A 2 30 o Norman 5 33 3 ?7Ac o 0 46 Ar- 3/00 10A NErr 00 F330 -- J. IV Fa rre II �4 Em I I I OE;,e ro + +'I S-P 014-81 (3) - -- - —� 'I 4b_ __ (2) 50rn YOunKer 1 61 Ac ac Fv� 30 Howard Ha v) k I nc 04 6 6 K cd 21 '4 '!1 , 4 - ID T, ---tR'S Rh& NO. 5 4 -'cilc k K. Fasiley U TR E' S 3Z pL LJ -i 30 42 mi Z� I W sr > S P 197 - 78 551� KIT- 28 > .1 45 V) '4 'T , - 7 > 15 v W `0 a24 7 43 1 -7 -*R E. 28 i 29 6e 4 IP 10) ftj nm I 2 fie Q- A El T -vj -- 5 27 G 51 C7 4801 24 13, -4 44 2 -06 C 300 IDO L -IP- 47 W 45 il 16 1 IS-b- ao 46 n v 8 /6fl &Z 61 3T 36 35 34 1� '4' 15 4) IR TR 'E' 1 Avs 14- 7, T94CT 8 !;f 14 z z Proqressive Investment Co cz A 51 '3 64 M C I 17 5T 10 89Ac. 1� r-_ .,j r" � j -9 9 > So— I I : R 9 9 • 12 18 :R b, s P 4�5 7,�O 51 U7 51 1 11czf I -A TR A' T R 8 TR'C' H EJj 9!! 2� 3 4 �5 6 3 ivq ST 31 Eag 16 'f3 - - = b 11 1 10 Fg c Fadden NlIkenson 6 8 101-1 11- 12 13 17 05Ac ja� P 10 435 60 OD In A - ------- qD 7oe R McFadden 0 P V , it (3 Pau I V First Chur, 0 John V Farrell irner 17 3 Werner 00 I Ac I 7B I "win - - - c, 6 A Ac Whitall, 16 A 77 100� Nakan* (er, 3,1 78Ac 708 12) - - - - - - - - - 62 15 (2) E�3 300 (2) /7 6(:10 t 140 3 9i A( 2 ri 4 S-P 1177127 ;zC 50AI: aura M Stoops 13 1 ti 14N Eff r At AC A P, A 13 }00.62 5 ' 0 61Ac ,d Konii�kj 11 1 -1 "Ac &A= G' L El cc ii, 'j, J Sp 275022 �60 S. E 172ND-ST 91 C 3 88 3 T77, Leland s le o 10210 60 OIZAC L) FIL I[-)< e 5 32 Ac 5 W K. F e,5on Ison I If 4 LOVI 4;, 1 0414 @ (FOU f)� .50 IX 346 t 10 18 Z', FAc '4 T homaS M. Herbert 55110 1 1 Alex Cu9ini Jr 7. 0 32 Ac 83 -106 81 1 34 A'c' ----T -- t4c ao'. 7 > 0 20 170 Ac 185 85 CIO 054c Q I v G,13 Ac 37 t j &- L63-j7 �; -j 56 4 A, $. 36TH 'M.43 '0543 4 59 46' 3 N 14C 5. 'R 14 0?l ai IR 0 )zQ 0.55 Ac Charles L LJ 2? Do Aoo . A, > & Investment Co. Is 16 L 18 24 9 1 :1 3 98 Ac j 3 il ' 9 1 - 4, 1 7- A.- 7 - I \, 1� P A R S. 174TH S, T.--* J0.35 Arc- -- -- \,X\ 1- 0 / 7,q rH 14,14 Chorle5 L Divelbiss I - N ',P\ I J44 (�q) Ike 0 1? 0 10 32 / 1p 47 31 -.;4 C: 35 TH ST. C) 00 16% o �, 1_ ,� is % ,. 0 30, 1._. _.�._ a v, c.t �. Il "" \ \2 1!ze 1-4 4 32 C, J�l22 Ar 537Ac 1_;I1 -k 32 "�tt A? Q 5 Ea - \ IW 1 7 1 1 91 �c k, �� — 23 J-1 !27 6 S. 26T4 llf!ZbOl -q 0, TER E t1a► V.T\ 21 Q8 Az)O �/' pl O r 2 M5. Z 4- 1, 43 tt � , 71 C 1, 22 33 ICU v 2► _C:, j% - - W 1 -1 - (J LA) 13 1 Z4 42; 21 2 V_�30"v•9 9 0. 3 t 14 37 X11 A. L i6 cc Z 19 2 ?4- IfOU 4 131 0 42 V c Sr y' 4 hf ' �'C 3`r, r® ss -�../,� �J i07 9 14 124 16 15 1 1 �2 I I ST tc 32 SU 11 1 14 q !01 4 7T -4 -1 -dLb,' 0 f� 20 TRACT A S T, 45 123 -'�7TH S. E. 1A ST 164TH -71 ?Ng 1" C�3 S. ! ;11 -.ET H , I;)? N W � C3. S 102nr 36509 7 �T 34 AC 4-1 L I Ll 4- 4 (4) 4C -MAL T 5? ?3 TH II, Ij 22 134� z� Ld (�6) 21 12 4- T R "B" A 103 4� 270 27T A PL PARK se a 0/Q / t► f v •' f 10 121 W (3) * I 57,4;Icrj�N t) 113 1 Vill %e� el ED 11 40 Z 02 t 73 z "A15%, 9 74 136 �'{64> 75 1 72 I I I T r- 2 1 FIT) 11 _5 - - -: -, -\ S. E. 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(2) 11 15 ST 2c,", 6 ;1, Ac );;CAc 31ST CT 4 23 ?46 L 14 O 63 27 8 lit 34 3,. 6 1 in 24 26 29 10 16 --B " "I - 1 31 33 n 4 35 NO. 4-11 13 14 15 16 19 '3716 43 A is -M 1 11 .0% 43 et 4 V ZR S-P 585025 —Ac. 1441, 211 it so 9C 1632 5 5 aoo- 3:2 1 '1843 - - - - -(11 - Ir23 r74-1 2 3Ac A 1:�j I �,j7j ti_j (2) IB ? T') Ci P r TR C 26 25 1 24 M - 11 27 )3 2�' V) 23-5 l,d I L--j _e - - - - - — - 0 5AC;; 0 98 Ac g 40 39 38�35017 � 36 M 34 t4 a 32 3 1 7344 29 T R ;W ? 77rj 448 IL, LI 6 �X- � Carl V rotors Q,4, D. XX -X)34 4 1 a 00 Charles 1DIVt1b M (4) 44i 0.90 Ac. f-: 7Z� 10 -Ta- 5,; 0) 2 96 Ac -"U 0) 34, 5 AC 5 64 Ac 602, -40 6 35 S P 113 - 77 (3) 1Y 6o - <1 , - I ro S 660 Me? Ari 10354 16178 04S 5101 0 3 3 Fr e d e r 1 c k S 0 r) 0.70 AC 0, 154 Ai: �4 V A L L E ly Charles L Divl!lb 5", 4 A Ac X; S T. Henry Herrl�k •37 160 AC 10 -0-75 AC 6 j; 38 (A) 39 �-92' C E T E R E D C A L 36 C. 40 12 45Acl A -R SP 1�// 2 —. -.9 -3 91 5053j. , -"-z A R R 31.1 431 361 213-78 4 1 4 4 64 6 7' 1 -85 86 143 '13 1 Ri _T_O IV G CIT'li RATE CORP 341o4 LIMIT RENTON -10 Y29 RE\/ 151ION Ui 0 0 M 0 Ui z 1> J'v ED DKWN J. T OF k I I 111 I l SITE DATA TOTAL SQUARE FOOTAGE WITHIN LOTS: 66,343 S (112 lots)378 SF (15448 SF ave.) IOTAI SQUARE FOOTAGE ALL BLDG. FOOTPRINTS: PFRCFNT I OT COVERAGE: 26% aVerage for all lots PARKING: Required: 2 per lot Provided: 4 per lot ( all standard sized spaces) BUILDING SETBACKS: (Required and Proposed) Front: 20' to garage, 15' to main building Rear: 20' Side: 5' 20� �u F'V6 TR NGT D �So ",el PLA "dill, I; N ILL1l ` I EX I Sf l / J I 13 a I 1 3� 1 \�- \f►, I 31PE.WALI� 51 % I I ��89 sF 8 ;? � I i I I l q4 l � 21 I' I 3ZS�i SF I I 23�c� cn I`\ PLAIN t1 �� ?s� 1 — --- -� 2 ► 0z i �� ---- IS I PI HN _ ,DRIVEWAY I �-------- m 1 A I • 50.E , ' ' IVr 20Pu► 7.�09 / I / - E I I P I I --, I III I Cp � c►1 I t -�� � I I � 2 t' t I � �- N � --� I I I 7 � IC � I� � I I SF 1 a9 i s� 2 4C) SF , I I I j I-'00, 23?O SF �,, \ 3 — ` ;� - - - - I I AN I I ; 5 51 32bq SF PLAN i I I ` _� PL I f J PLAN I L 1 21 I� ----- I I / Z � I(co 51 �j0(c2 - / I I I I 2370 Sr- TOTAL) I AN i I - I I I 1�S5c1 S1— (FOQTMI-M I I I I o � � O �- g SI j3 5 9 5"F (EDDY lit l n�l� I I I ?-094 20q`} SF (7Dr+�,l) E.— 142,1 sF I I 1 40 42-------.,--=--- —I I ----------- ---I I I I I i I I '' I 1129 SIP(FoorPR' i 244o SF ( 2z Los S- C� 'U (I I ` g I Ir � 44 1 < nL F� 3 V- o v N � I � I N � Z.l D_— _ P`aN in ��- 34 5 10 L'- SF I I I 135� SF J I 2094 SF ---J Zo PLAN I Im I I � I l II i3� SF(P•P� ---- j 23?0 SF (TOT) I (� 35 g53R SF I I I I I I I I I I FH I I I S� L.T ► ' , \ �.' / `��9 - -- - - - - - ---- �- - I I I _ — — I I�O► I I� —\ —\ — --J �fI_ � \EtrT I _ 4 _N' _I 4240 41 1 0 42 L0� I �� 9 504-� SF 401 S� 48co5 SF 50—.005&oS SF — -- � �II� 1 �' — — -- — — — -- ----__ -- `ll � 5o.00 So.oc�Il 50 00 � �� � _ \ _ -71?.49� — — e so1.0`►'1 ' �8< I �t3n� ��°� C.C9 . Q 9 E- - a0 03 4l 2 / Z5L Z�� Z�6 ° GRAPHIC SCALE L 2s� L.DT5 ` 34 - # 45 LkDSCAPII`IJG I . EA CGH LOT sH A>✓(-- H q\I F- A M 1 N ► to v N\ Op 2 ORNp,MEI JTPSL TR 5 P,T L -- P �7 (.sal TINL.L- PLAt RT T1 rAE- (OP 1-TO ME CIJIJS�fR��C�I O1�L. PT L- AST ONIE of ` "ESr- TREES TO �E- (-'L .p,t-�Tet:> W l TH 1►-J THE- 1=R0 r�T yAR.D OF- F ACH ' - 7T- 2 - C.RL REST DENT) AL LOT I F- : CGEvTR NL L-RW N It -,I FIZO 1vT Iry REP-, r y ARD 5 vet I TH PERINMETIER 5IDr-- `;�JR1PS. N ORT-H � REVISION BY 0 8 - —r APF'R. 1 ( IN FEET 1 inch = 2n ENGINEER: JAEGER ENGINEERING 9419 South -04th Place Ken t, TVA. 98031 Phone No. (253) 850-- 0934 ,ATF Fax No. (253) 850--0155 C�'T - O� RENT'ON SITE PLAN REVIEW - R 10 WINSFPELR rr PEA; ZONE DESIGNED: JJJ - DATE: 6/98 FILE NAME: J9608 DRAWN: DGL - - CHECKED: JJJ SCALE: 1" = 20' APPROVED: SHEET: 1 Df 1 =REZ.-iR ^_F -ARKS 00 00 LA c0 O W f*1 10411-1-AVE--SE co „ co CCEDAR ST.) ti��� N 01 '48'35» E j III� l 113. 31, Q� t 0p���3'' ' 9 19.9F' 5004'�� / �. (� ' LIMITS OF CITY OF RENTON + I z 00 og ��. •5- 2� - 511,,651 S.F. 0--� � w .12 AC. 25' 25' z15 N 00'51'31" W 00f C�m03.67' Nd _ 'w w i I �ItCn IJ I 2 ' 5,250 S.F. o m 0.12 AC. I o z w 00 N 00'51'31" W 00 I 103.94' w N 9 �� I C 5,257 S.F. o 0.12 AC. N 01'48'35" E 130.28' m �� n E" W 105.23N 00'51'31" W 9.47' 2 W �, ' - - DUPLEX z 00 p 5,526 S.F. k 1 6,743 S.F. 0.13 AC. J 1 1 0.15 AC. 00 O I 15' PUBLIC AC�01PCC J , W I 1 - - N 01'47'34" E - - i DRAINAGE ESM'T. 66p nub'11 j - N 00'51'31" W - rn 130.91' D na J �- 114.44'Lo v' �� = 541 W DUPLEX I I m o 5,968 S.F. ', ,1� 6,234 S.F. 100 21 25 25' 0.14 AC. 0.14 AC. hp 2 '~ X'47'34" E ti 7,731 S.F. 0.18 AC. _ - - - N CO - 122.06' _ 00' ' N 01'2G'43" .'� 123.57' w43 N, 2 8 DUPLEX I s , T.L. 104 m 1 N 03'25'40" E N 18 N o1'2G'43" w z N 5,914 S.F. 6410 80.41' x 59.13' S.F. 1 I 'S Lm J s+s�.. N 01'48'35» E 155.00' 0.15 AC. N. 0.14 AC. `5.35' _ In w ��„ - - - 1 _ _ N 01'47'34" E Z 22 19 25' I 1 1(­ 9. N 00'51'31" W _ s I x 6,120 S.F. m m 5,554 S.F. '' 2.14' - - 132.70' _ - 112.72' CYI Ch I I N o , I z 49.'-a',' ° i 9' °; I J 28 I 0.14 AC. 20 I 0.13 AC. I 15 1 ' 42 / 5 037 S.F. �, I �I 4,927 S.F. !� 24 4� „ ti 00 0o co I 5,486 S.F. 7 1. DUPLEX I U 0.12 AC. 0.11 AC. I `_C w �A 4,788 S.F. m z O ( N-P I 1 0.13 AC. 5,276 S.F. 1 15,405 S.F. I o 011 AC. " 74.95' `4.d9' 20.03' 29.44' - -y oo N 01'50'3: �, 2sCn .! �o - t N 01'53'04" E 12 10+00 BGN - - - -- _- I°' coo INTX 10+4.23 246.19' r - .� Cl N Z __.__.. -_ - - P _ 12+46.19J' OD 4.9 - - 75.00' 24.91 70. ' C8 x�vc MAIN AVE. S. cn 25 ` 28 z �- 27 I z007S.F. ia5,475 S.F. 28J 013 AC.W 5,110 S.F. .. o5 217 Cn S.F. 0.12 AC. I 0.12 AC. - cn rn m \ 75.00' - ----------- -- N 01'5 3 42 E r- 328.46' - - 108.46' 10' PRIVATE - - DRAINAGE ESM'T. PLtI T OF titi INSPER D1 t II TRACT 'ff' ')pc_'l SPACE MATCH LINE 'A' I _5' 2 . rr^^ Iz 4 0 154.66' - G �O ---- - 75.60' ;n 15' SAN. SEW.-7I'o­ I r, ESM'T. 3+06.61_ I 206.60' 5+00 � _ - I - - - 71 - - - I 124.10' cn 0 N N 01'50'32" E II I �I 4+30.70 END 3+60.81 --------- -- - - - I - END PVIXT. I 330.96' S. WELLS ST SECTION 29, TOWNSHIP 23 N., RANGE 5 E., W.M. N N o1'353s" w _ 1 11 0 0.12 AC. _1 3.12 AC. z 109.91, I 8,305 S.F. -4 I - _ N 01'47'34" Eco - 00 m 0.19 AC. 1 103.77' o0 O E » 14 o N 00'51'31" W 41 (A N 01 50 32 - CTI - 07' E 204.65 _ ! 1 5,499 S.F. o 7- 93.41' 5,041 S.F. 14- 6�.� 0.13 P.C. o '39'17* E 50.09' 60.55' 00 8 r 0.12 AC. 0 _ N 01'35'36" W _ Iz8Wo " W 5,690 S.F•110.22' N 01_3536400 Pl D N 01''" E I I ^ 50.22' I N 50.00 � (A 0.13 AC. � - - 4734- - 18 2 I ? o z 100.48' I \ 5,732 S.F. 17 I Z 18 I 40 0.13 AC. N o° I ODI m N 00.51'31" W 1 w I 5,000 S.F. c p 00 Z - O 0 0 0 N 5,257 S.F. 6 157 S.F. w °° 12 94.80 N T 0.11 AC. o Rs, 0.12 AC. 0.14 AC. I N 18 cDI 4 641 S.F. �I ° I 10 T , rn o 1 \ w 5, 282 S.F. r C,4 o ; n v 0.12 AC. o I N 0.11 AC. N I wo 14,855 S.F. I rn 9 ' A -- N 01'47'34" E O• N F I �, = 0.11 AC. I 6,364 S.F. N 100.47' I n 0.15 AC. N 99 J L 4 855 S.F. dux C 12 42.41 ' - 34.0C' >> 0.11 AC. I o 37.14' r . 2' I o ��.v4' �� 68 � +) - - - 28- I N 01'47'34" E , z C2 �_ 16 X 18+95.22 N 01'50'32" E G� - - 85.64' - _ I- - - _ N 01'50'32" E FT 14+53.UL 129.53' -� - - O OD - 00 15+82.5F= 272.98 R98 - - Ch RR' O. �- 7+49.53 _PC_18+55.54.a S6,R,- 45'F 4,757 S.F. Lo O 0.11 AC. y * 40.44' 42.00' 78.7(" - - Lo ,r Y F5 J. i S0.00' 44.00'41 C22 c� I m' ' I MAIN AVE. S. 9 4 h 6,5889S.F. I Z 80 I S1 - I I I I C24 _ ys 43 s F 0.15 AC. 0 6,018 S.F. co 6 431 S.F. (X DETRAMON I 92 I 99 1 94 I 97 rn O N 0.14 AC. » Z 5,000 S.F. Z z `� N ; 0.15 AC. N T'j; CT A 5,000 S.F. 4 999 S.F. z 5,773 S.F. ^' (WITH TOT LOT) � co 0.11 AC. o co 0.11 AC. {o I c- Cn N N N; 0 0.11 AC. o '' m m I o0 10,612 S.F. o p o w j J 35 I I I 0.24 AC. �; `n °D o 4,503 S.F. ("Ik 5,000 S.F. `� ems, I I I m I ^ I m 0.10 AC. �� �, 6.11 AC. � 55.18' 60.11, b .44' '4.79' - - 5 1- )�' 50.00' _ 62.31' 10' PRIVATE - MATCH LINE �A� N o,=4835» E - 75- DRAINAGE ESM'T. 658.45' - - T_. 40 10' PRIVATE - 15' PUBLIC --- T.L. = DRAINAGE ESM'T. DRAINAGE ESM'T. T.L. 123 r GRAPHIC SCALE 40 0 20 40 80 NO. ( IN FEET ) 1 inch 40 ft. REVISION BY I APPR ENGItJEER: JAEGER ENGINEERING 9419 South 204th Place Ken t, VA. 98031 Phone No. (206) 850-0934 DATE Fax No. (206) 727- 5320 CURVE TABLE NUMBER DELTA RADIUS LENGTH �1 C2 43*22'19* 43'24'51" 5C. !C 50.00 37.85 37.89 C3 93'47'30" 50.00. 81.85 C4 45'27'55" 50.00 39.68 C5 4-8*19'35" 50.00 42.17 C6 10'00'00" 100.00 17.45 C7 10'00'39* 100.00 17.47 C8 43'22*19" 25.00 18.92 C9 24'03'43" 75.00 31.50 C10 1918'36* 75.00 25.28 C11 25-25'17" 25.00 11.09 C12 17'59'34" 25.00 7.85 C13 28'04'58" 75.00 36.76 2'. 7 ' 7. 7 4_0.11 C14 15*19'53' 75.00 C15 86*30*28" 25.00 C16 93'26'08" 25.00 C17 86'33'52" 25.00 37.77 C18 93'29'32" 25.00 40.79 C19 93'29'32" 25.00 4(:.79 7.75 40.92 C20 86'30'28 1 25.00 C21 93'47'30" 25.00 C22 13*59*47" 25.00 6.11 C23 3253'04" 25.00 14.35 C24 44*55*03" 45.00 35.28 C25 50*17'27" 45.00 39.50 C26 24'21'49" 45.00 19.14 C27 49'50'01" 45.00 39.14 C28 16'04'04" 45.00 12.62 C29 44'48'04" 25.00 19.55 C30 10100,00" 125.00 21.82 C31 10*00,00" 75.00 13.09 C32 02*43*51" 125.00 5.96 C33 07'16'48" 125.00 - 15.88 C34 03'03'37" 75.00 4.01 C35 06'57'03" 75.00 9.10 zo NOTE: BOUNDARY SURVEY BY: THOMAS LAND SURVEYING 11309 46TH STREET EAST PUYALLUP, WA 98372 PHONE 863-2321 A's- BUIL l RED TO FINAL_ PL,,T-" Mv��fzs Fotz HE)RVZ_0-U_4L CO►•►TRo I- z, 1•`A a '0734 act �i1SfF3� e+ '�kJNAL� EXPIRES .V1/ Q'Q, CI-rY OF R1ENT'ON DEPARTMENT OF PUBLIC WORK`. HORIZONTAL CONTROL O'CONNOR PLAT DESIGNED: JJJ DATE: 7/96 FILE NAME: J9608 DRAWN: DGL -- - CHECKED: JJJ SCALE: 1" = 4^' FIELD BOOK: PAGE: APPROVED: SHEET: 2 OF: 13 DIRECTOR OF PUBLIC WORKS (^.� X /•`'%�� 1, J c� VIO C1 OF