Loading...
HomeMy WebLinkAboutzS-2217Set4100 3" 390 I 37C O 0 0 S.E. 1/4, SEC. 9, TWN. 23N, Rge. 5E., W.M. 0 0 E) 0 0 6 5 1I1 :5 394� 1.00 2.00 3.00 4+00 5+00 As Aw 16 C/e AA-aw s av I RIM AND INVERT AS-BUILT INFORMATION PROVIDED BY LEN EMERSON P.L.S. 0 V /—%.EASEMENT A _U 0 3 --37+,— 3 31 F.F. P 397.5: 5' EASEMENT q N 097'27" W EASEMEN _\ ---------- IA MONUMENT IN ASE Y CURVE TABLE WE A, DT HR-O 15 f�C_ .78.50 33 30 ----------------- L CL It c, ul 'L IN OE 4 'LE jl_i�] IN UU'I ['Z W I 8!�D ------- 45 ------- - -- ------- F.F. 396.15 J_ +101ATCH INT PO INE F.F. 384 .07 303 IF !Y.16.03 2' L.T 5TH CTJ 16 0 — I ------- ALLEY. F.F. 1392 F.F+ 389 FF. -111W, F1 ��TH A- IF IL LINE . PL 0 !qltq! PL WE INC - - . -1 4, 1 - L MATIC44 POIN PL NEI= T ...... ILI E �INI --- ---- ---- ---- 6" VC LATERAL (TYP)'\ T� RIM AND N5 5TH AD 0402, LINE 0.0� ILI E C (NE th,c I 'I" SI-E71TR, V� QUEEN PL N_ 2 IN. 9 VAT .1,1 R;., RIM E MH 4 LIZ w H ON NT SE J,�IuLT' W 116.76 225 Pv RUCM11TI L. R-O N 0*14" IV 22.50 • As rjrzr w 1ggQ F A 11 = 1 N. ------------- L N QUE" CA MO* MENT IN, Lvl Aw" T E0�4 PL NE)= 1+16.50 Al_r� xl� ✓ RP o + ILI S/ STA 4.24 EASEME\IT END-VERTItAL 40 �q _j Ll 4- END SIDEWALK_._ FN T fo CURB PI D NE 5 h Pi_)�, - -------- ------ --------- -------- -7-1 ;F.F. 380.5 URBAN DESIGN, INC. CITY OF RENTON F.F. 397.5 396.5 F.F - 39!.5 F. - 388 F.F. F.F. 384 :F.F. 383 F.F. 381 F. . 3P4 roll MARKET STREET, SUITE DEPARTMENT OF PUBLIC WORKS .5 17 23 2 4�1 26 21 i 22� 25 2 , 7 KIRKLAND, WA 98033 VILLAGE ON UNION �o (20-6) 822-4886 I I / ' LINE B SANITARY SEW �' ` J IGNED KRE :4 --- ------ PER CITY REUIEVI DELTA R L -Y lei5V16W H 7 PC e If 17 DRAWN �O-.'111 �2..O 43.98 11 PER CITY REVIEW I I I -_ BY APPR. DATE JAPPROVED R 0 LL'149 332 O 370 340 ra w w rn .0 0 r 0 f- m r� A 0 2 14 10 06 ALLEY 400- 20 vc 0 m F: 0 EXISTING GRADE 390- ;o" 4.97% �2.00 X 300 12" STOR 'r IE-375.4 9 1.00 iV TA 0.00(4.5'R IM-58e.9f 380.6� qq 45 24 z IE-569.5 (N,F13v. of /I 7 S.E. 1/4, SEC. 9, TWN. 23N, Rqe. 5E., W.M. z 0 Gj z 20' VC 380 of wm cm 400 370 cz m 5j '2 > PROPOSED GRADE 2.00% 390 360 0 I F W. pV, So 380 350 TRACT C 90 LINE E_D�_M.ID PL NEI,'-�-_ N INE F (SHEIN� PL NE) JMENT IN C SE --2-7 a: D L) ___l w ID m 91.09 � *IT 9E +SO T11. 1..1114 NVEI 4+ 4.. LINE B I PI I E DRIVEWAY /ALLEY APPROACH ISEE DETALI I- ____ 1- - - UTIL TY EDGE OF PVMT - - — 4aw /�5 QUEEN AVE NE H EASEMEN S. 0 gjjAff5 0 8' RT&LT 4 .00 y;rL. HR 04 1+0622 M NC WT. EXISTING Pi A L Of: 44 Pc/ \,4 wj Q, '42'33 116. 0 u 0.97 STA. 1+37 (ffRT! TRACT D RiM AND INVERT AS-BUILT INFORMATION PROVIDED BY 6" PVC L ERAL IT P) LEN EMERSON P.L.S. - - - - - - 2 IN F ) 28 30 ��T i 1 31 -1 F.F/` 380 1 , I CURVE TABLE URBAN DESI N R 611 MARKET I F.F. 387 D-11 KIRKLAND, 'I F.F. 3IR3 F.F. 385 T3-2k_7" 9_0EOO A (206) 822-4 1--j S PER CITY RELIIE N.Tl w AL z PER C. IT Y RSIJI _q7 I PER CITY REVID qkv E 64", w'­)) /AT 47 AS hkl)g .1614k"S -11 300 370 360 350 ' P' .71 3663 Scorn, 53 '11ER IFYI 1'- '13 0— o (L W AS-auiLT 2 1` .0211, CITY OF RE4NTON DEPARTMENT OF PUBLIC WORKS VILLAGE ON UNION iia i H H "(Nn D� S.E. 1/4, SEC. 9, TWN.. 23N, Rge. 5E., W.M. s FF =398 N F -396 FF =398 \ FF -399 I FF =399 L — F. F 405 F.F 4D I %� uFF =400.5 FF =400.5 FF=400. 5 4 3 1 I I 1 8 g 10 I I MAT POINT- MH 5 Y M 7 .5' O +O ALLEY STA .47.5 16'LTI I\ S +16.5 (3'I-TI � (au AWE) I I n WI �!t; o �( �?7 As 6,v/ e %t/4� ;erg en(y 1 W v / - r4 rcmi N MN o ° Iv o o L Ht5A om ° d 2TA 3+0 .5 (3'LTI I I. 69 B" S 8 '59'57" E ',0 I too S 8'59'57" E 199.31 B F Boo I� 116.03 LL F-- Y N o -20, NDMj — 7 r 1, g� I I I I r- L- - - - -[ // 14' �NIATOH POINT 1 1 I 174,- _397.6 I� I I .5_ 3185 1 +16. 3 ALLEY= I /� 1 Il 3 I 17. O +Od LINE B (QUE PL NEl l I .1 Q M AND INVERT AS -BUILT 15 I IL} 13 1 NFORMATION PROVIDED BY ZU Arm - - -- - - - - - - t i I`L EN EMERSON P.L.S. BUILT . z z r - - - -_- - _ -_ -_- W C-- 396.5 F -JFr. 397 1 ICF. ^398 I 1FF. =396 L_ J - 1 Z JF.F =397.5 J - / 1 F- �- I I URBAN DESIGN, INC. CITY OF R E N T O N .a I FF�39 S I CD D \1 �w�PVNRryy9� , DEPARTMENT OF PUBLIC WORKS 1 D +w� F. 611 MARKET STREET SUITE z w i / 18 �� Z w \ j / i i a '� '� KIRKLAND, WA 980313 VILLAGE ON UNION L__ _�/ o I _ L__ �- oz/ / (206) 822 -4886 O•c SANITARY SEWER ALLEY PROFILE R>es f� �— DESIGNED E .. . . � .. :.��'.' .;:, .. � PE2 CITY REV![W DRAwN L� N � IS FILE N r -I —_ __ / •�I�es. ?.`� 11' 9 SCALE I" _ GER C /T'/ ILE V(�UJ (p /(e ((jGJ CHECKED Eluo Oo�E BY APPR. DATE APPPOVED 26 7 REVISION SHEETOF�� 19 1 \ �,�� - a " OL L'l 4 9 334 EKISTlNG C�fZAd>E 400 I ooh 185 LF 8" PVC 5 =2.57% 390 _... :. 69 LF 8" PVC 949-4, MH #5.48" MH +4 -48" MH •5A -48" ..:__380 __. ... _.. STA 0+47.5 16'LTI STA 1+16.5 13.5'LTI ! •. 'A A RIM' -+95.8 393.82' RIM =398:69-397.93 RIM =468'.6 400.5 IE-588:Oiw4398.1 IE- 58:?.r (W.E) 387'1 - E-5920 (W) 392.0 IE =3c9ct5-(S) 3873 ..,.... 0.00 'I. 1 .'00 2+00 3+00 : 3.5' PLANTER' - - / S 88'57' 9" E 645.89 I \ 5' SIDIy ALK s FF =398 N F -396 FF =398 \ FF -399 I FF =399 L — F. F 405 F.F 4D I %� uFF =400.5 FF =400.5 FF=400. 5 4 3 1 I I 1 8 g 10 I I MAT POINT- MH 5 Y M 7 .5' O +O ALLEY STA .47.5 16'LTI I\ S +16.5 (3'I-TI � (au AWE) I I n WI �!t; o �( �?7 As 6,v/ e %t/4� ;erg en(y 1 W v / - r4 rcmi N MN o ° Iv o o L Ht5A om ° d 2TA 3+0 .5 (3'LTI I I. 69 B" S 8 '59'57" E ',0 I too S 8'59'57" E 199.31 B F Boo I� 116.03 LL F-- Y N o -20, NDMj — 7 r 1, g� I I I I r- L- - - - -[ // 14' �NIATOH POINT 1 1 I 174,- _397.6 I� I I .5_ 3185 1 +16. 3 ALLEY= I /� 1 Il 3 I 17. O +Od LINE B (QUE PL NEl l I .1 Q M AND INVERT AS -BUILT 15 I IL} 13 1 NFORMATION PROVIDED BY ZU Arm - - -- - - - - - - t i I`L EN EMERSON P.L.S. BUILT . z z r - - - -_- - _ -_ -_- W C-- 396.5 F -JFr. 397 1 ICF. ^398 I 1FF. =396 L_ J - 1 Z JF.F =397.5 J - / 1 F- �- I I URBAN DESIGN, INC. CITY OF R E N T O N .a I FF�39 S I CD D \1 �w�PVNRryy9� , DEPARTMENT OF PUBLIC WORKS 1 D +w� F. 611 MARKET STREET SUITE z w i / 18 �� Z w \ j / i i a '� '� KIRKLAND, WA 980313 VILLAGE ON UNION L__ _�/ o I _ L__ �- oz/ / (206) 822 -4886 O•c SANITARY SEWER ALLEY PROFILE R>es f� �— DESIGNED E .. . . � .. :.��'.' .;:, .. � PE2 CITY REV![W DRAwN L� N � IS FILE N r -I —_ __ / •�I�es. ?.`� 11' 9 SCALE I" _ GER C /T'/ ILE V(�UJ (p /(e ((jGJ CHECKED Eluo Oo�E BY APPR. DATE APPPOVED 26 7 REVISION SHEETOF�� 19 1 \ �,�� - a " OL L'l 4 9 334 -4fO - 400 -390 - 380 -310 -360 4 0 N W M o O m o 0 o m PROPOSED GRADE SHELTON Ems. _ -4.29X m n S.E. 1/4, SEC. 9, TWN. 23N, Rge. SE., W.M. m m m m m i I I EXISTING GRADE 'N m M (S) 38'/c 208 LF 8" PVC \ -fb0 i 2.00 \ I\ \3 3.00 L I E F H ON P NE '.. \. 7 _ MATCH POINT 0.00 LI _ IEDMO�NID PL NE) =0.00 LINE F ISHEIjON PL NE) `. 74 LINE I —. ID r fm I m C, U aW N 2 � O J Q O mom r' �RIM=598.962%75' CI IE 3BF.681S W 1 381.5 77 4.00 S ` 10 II 1 ry' � As b c /6 e %vas's, On� I - .. - .... % 20" GAS PIPELINE D= 59'26'4" ��6.. GAS PIPELINE_ - o �` M 4A1 OPoINE E IEDMOND PL NE) L_71.06 - .. 5 15' DRAINAGE \ y •2.69:Q4 LINE C (NE 5TH LTON T,. NE) ............. EASEMENT.., ciJ _ C�EN T R =68.50 S� INVERT A:L INT. PC /PT r RSON P.L.S. - -7.06 LINE E MATCH POINT oQ 1.60.32 LINE E IEDMOND 3.36.98 LINE D PL.1 co ONOMENT IN CASE MH 8 — �}- •- --- MONUMENT IN PER C.O.R. DTL. HR -04 ' STA 2.20 (3.5'R) / PER C.O,R. DT SE .HR -04 CURVE TABLE P C) 1' - p`'1� e` - LOfiO PC / - 1 MONUMENT CASE - �-�- -� DELTA R I. v� ��� °-T . HR -04 T n n r T D CI4 54.3717" 68.50 65.30 SS�CMJALE PER C.O.R. DT / ,,. ��I TRACT F-\ 1. I C!7 30'33'55" 68.50 35.54 5'49'52" 52.72 � 2x00. '49-5 N � ,- L �_ / �� � , 22pi E5 m � 4.17 90 51�"�LSU 11 1.07 ,0 - -- f+. �„- ' _ N E 192.28 LINE ._/ PT, E 3.00 208 LF "PVC URBAN DESIGN, INC. CITY OF R E N T O N i 611 MARKET STREET SUITE DEPARTMENT OP PUBLIC WORKS MONUMEN7 - \ ND n m ' J PER C.G. TL. HR -04 - ) . . * QND P I,' ___ '�- _ C \Q N . -. I ' '� �M. N, -W 3.52.60 a -- - - __._Mm- 2F KIRKLAND, WA 98033 VILLAGE ON UNION _ m s� (206) 822 -4886 X Tti E —� [� PER C17 REVIEW 8 E E SEWER A MENT� '� I 12 � � � � ^ \, 6" PVC LATERA� � � r � � - T 3 REV r s 73 DESIGNED DATE- 1/30/95 Pi`E Ko 12X MIN. SLOPE (TY 7 - -T. f/ % " -� 1 P6R CITY REVIEW 6 S = REVIEW 5/95 CHECKE sCAL� (7 PER CITY 4/ , 0 F - 95 \ 3 ✓ FF =394 I 3 H FF =393 1 3 7 FF =393 I 3 6FF =392 3 5FF -392 I FF 3B9 \ tea. REVisioK BY APPR. DATE APPROVED SHEET.�_O ►SS .__. ................ P�... ___..........e...........».. -.v ..__._.._ 4 � tl RO L L'l 4 9 335 S.E. 1/4, SEC. 9, TWN._ 23N,. Rge. 5E., W.M. (D m v> m m m m r (U V O1 N m m r r m m m m 1 I I I= 20' VC 20' VC zo � J0 �mm o (o PROPpSED ALLEY GRADE w °° w u m ° n umm, c > M ?o ow aw >J > " ol�O w J ww m w 390 119 LF -2.00° PROPOSED 8 P��C 9;032.6 •/' 12.• 5•FOR 1 GRADE m w 10. =382.63 -�\ > a 3 STORM ®"WA%M g "YJPrrF�. IE =382.79 IS� rI -48" 0 E %379.50 I��'� /• )0 RTNA -082(3 Rg) V 5709 -M 9g LF 8•. PV S 8.vgi \ f2'STORrt�y 1.00% IE =3692fr 388.6 1e -38L90 MH r13 -48" `8<68 -�; 1e�374.07 __. 0.7 •. STA 0- 07123' 1 _68- 8" PVC _ 370RIM= 38fr.3t}386.72 0 IE =37736• (N,E)'5775 ---_ IE =377.Re (s) '377.9 EXISTING- GRADE _. 7aLlrl2 A -48" A+'h� STA 0.83(3'L) STA 450(411 - I 3369.8 E36873TIt�) 369.3 E 369.83N IE =3fi'BcB-71W1369.2 y ^� , 0.00 600 . _ a .. .. N o 511 .27 ?7 RIM AND INVERT AS-BUILT' b ;I 04 - INFORMATION - PROVIDED BY v I 9 LEN EMERSON .FYS As'bu/IE el.aa�;mL� only s __ ......._. ... _. ,„.(... FF 390.5 �___ _____ FF 389.0 _ _ FF 387.0 I I FF 380.0 - ___ -___� FF 376.5 �p I 83 �, 9Z - - -- , 0.00 N i I 1 °` MON IN ASE 1 5 IALLEYI - \ I I III _ MHr 12A COR DT HR -04 I I STA L50 (4'LI j 1 N 05'49'52" E ^� P _ -- -' 18.5 85.30 _ " +w ^a I 0 S DELTI` - ` h I M • j . 1 -,� .119 LF ®" PV�y. ., STA 0 83 �3ti.1 - 1�7-- - - - - -i _ nl o5•q .5 .. E - 07.25'19'• _ m 67.24 y e Is E E r- �mt 27.54 96 F 69 MW r14 L3 PC 6.. PV T A ITY 1 13'RTII wM D 1. 3.9 `6 2%MIN. SLOPE _ 1 - --- - - -- q py, TA 1.60.72 it • irr--�� FF 398.0 I 4`:,D R/W 1 80 MON. N N 1'27? E 64.84 FF 396.0 I FF 393.0 79 i 78 1 u ER C R FF 390.0 ISTA 0. 6 FF 387.0 I MATCH POINT 1 ro -- r 5' �TILITYY _ I- x-.p070,�91L ILNI NEE H1gIIN{EEL pH�.�ST) i \ w3 I• _ - -- _ M _ - - -_E T. I {• l i I I MOt7jTN CASEGCOR DTJT%i " ' I 38 I 76 II. .. l 1 Tj I L ON T IN CASE 1 75 1 119'31'41r E 26.83 \ I L HR -04 1 _ - - - PER C.O.�.�9T_. FF 399.0 I - I FF 396.5 FF 394.0 i 1 i H 1- MA H A 0 -SNEET 35 FF 392.0 ! I ___ ___ FF 380.0 FF 376.0 _________ I I FF 3915 ...I 1 ______ Z N FF IS. N�CT N \ PXNR. AL AS- YY_ 97 CURVE TABLE s _jx zj DELTA 6 6.1 L URBAN DESIGN, INC. CITY OF R E N T O N C9 1745'14" 84.2'1 CIO LINE STABLE 37 259 611 MARKET STREET, SUITE DEPARTMENT OF PUBLIC WORKS L3 N 6'44'39" E 16.99 KIRKLAND, WA 98433 (206) 822 -4886 VILLAGE ON UNION n ae s err ev a,f LINE G SANITARY SEWER C.J 3 p DE91D1usD KRE I Dw (/30/95 TV nLC No /3Iqs 2 PER '7 ,77,57 /o /lgi95 DNwwN 2 I PER CITY REVIEW 4 /5/85 CHECKED SCALE= I •6Y W0� No. PEVIPION OY A-R. DATE APPROVED 28 S.E. 1/4, SEC. 9, TWN. 23N, RGE. 5E., W.M. N r m p N C4 DI m A N h h m FD m r r O m N 0 T M u1 p ,pj, p A F7 20' VC w M 1 'm p m M M I I 11 M M ISO' V'C 1_ M Ip0 10 R 01 M M M I 20 r O on SOS -q�LL p •M Y 020 tD 3 Q, o" IOW � A � J W NJm D:OA O� LLD �a ♦m N - 1� -- _ W - WATER---,,o I E =387.2 U IE =392.25 12" STORM' D 12" STORM 239 LF 8 "PVC S-- - 380- MH 01 48' _ MH +1 STA 3.64 (II'R9 RIM ='�- 390.87 IE =385i61N) 3)5.3 -31(' STA' 13114'L) RIM= ` .3 &386.42 IE--366 -60iWI 38S.2 IE= 's'7�c361N,E13775- IE= S137 ZY O.DO 1.00 2.00 3.00 4.00 f� w Z 0_ O I � Z F F = 392' 1 I 1 \ rF SS - Z v �2 -F.F. - 389 _- _L__ PAVED ALLEY CROSS SE(fTIbil I W MAT POINT I 1 l _ IF.F.c-= 390F.F, =p3tt9��1 I I PT I 0 .� - . H I ( I 1 1 1 F.F. 9 89 i 9 8 J F.F. = 393 i 3.93.81 =3.56.60 LINE F�YS;iEL'fON PL El I - I r w - ab0 W 1 �- FF = 391.. ____ ._.I I , I 1 5• PVC LATERAL l F�1 Z __ 8 8 I 1 _ i_------ J_______ .� -2Y. WIN UTILITY 1 L I 1 --I �� EASEMEN / k 7;; — __- . I / 0 1 ,/ 1 1 C8 P PT / `7 E 82.7 FC 0.82.79 2' S70RM 9 j \ 77 / I I - /- - �J T _-� I W I _ I 1 L f SEWER MA �V�E E ACCE I. D 3� fan M02 0 n � ' (i µ•� r 7 7 n F 217 ti 6 r A /13.641 (IFRq = 395 AIZ ST -14'LI z In / .. $A� 9 1, 9�0 67 PT m LF 8 "P C N 6 N PC 7.48 ' 7'59" 165.6 fO C 3 S --------- ' - - - -- 56 00 FINE ATERE 5TH ST i 3100 m -- STA 1.43 I. .371E =384 8.. z o' / , l 4 I_I 6' PV f 1 - -I F.F. --387 T /1 _ �/� ��_ -- 11 I LA R l y- �j F.F. = 395 I i F.F. 388.5 I - - _.. I ��_____' I F.F. - �91 F.F. 393.5 /, 69 MATCH P91NT \ — i.07.9T LINE H (NE 5TH ST.) -- -- - _ S -- QT -- - - - -- 0.00 LINE G (SHELTON CT. NE) ' I r 398 I � u o „ As -Buy CURVE Nnm m n URBAN DESIGN, INC' 611 MARKET STREET, SUITE KIRKLAND, WA 98033 LINE TABLE - L4 N 61'06'37” E 12.02 - 120R 822 -4886 4 R Cli RE IE / s PER CITY REVIEW 7 /20!95 71 ^•^+ `�. B�S. �9> 2 PEP G17Y R6VIEvj !o /IL /45 - - I PER CITY REVIEW y�s�95 NO. REV1910N RT APPR. DATE tl L TABLE DELTA C6 2955'24" 50.00 26.11 C 0 .0 337 E. E4tP c 6 R7 97 j ASsri %1 wS y RIM AND INVERT AS -BUILT INFORMATION PROVIDED BY ' LEN EMERSON P.L.S. 1 R NAL Ea z4 97 NE 5TH ST CITY OF R E N T O N D E P A R T M E N T OF P U B L I C W O R K S VILLAGE ON UNION LINE H SANITARY SEWER DesICNED KRE DATE 1/x0/95 FIL[ NO DRAWN CHECKED_ GALE ' -2O' H luD • woG� APPROVED SHEET.2.9 —OF55 _ 'T�nY. 400– 400 390 - 390 J 380 . .. ... _ ..tea- .� • �'`'Y'I 5.80 5.00 o' I E v J T W 410.5 BW 404 O _ a I I 54 o I - I 11 Nw M i j 1 53 20 11 4.00 f 3.00 S.E. 1/4, SEC. 9, TWN. 23N, Rge. 5E., W.M. m rn m I I I I ' ice___! i___� 65 1 1\ \ 66 / \ 67 I 68 FF.. 401.5 r - -!/ ITYPI I \ F 397 IN. S E FF . 395 / E. i 78 6 �r oBlBes /! a7 .q5 6ui�� c�P�4�ior15 °�� ............. ........:_._ _.__ -- ------- --- --- -- -- -1 i �. ILI YEAS NT O 0 /1 0 rI K�`��I• w S�ZI /i .\y - -'V 0 'N I' 01" E 162.24 m / a " H BI5 a "5.0 LINE I y w a.o W I S �� ®�07 Pvc ' I - - - -� H I TACOMA PL m B" WATER � � -O�, 3.9S.HI \ I/ i � 1 ! 7 C POINT --- TW 408.0 5 51.!HE_I ___ __ P y BW 404.0 D ST, .34.39JJNE JA 5TH P I J�M TT MON ENT IN CASE 'a 'M UMEN IN CASE I / I PFyR �.O.R DTL. HR -04 PE I OR bTL HR -04. i I11 a 52 I ? J I i 87 .' 88 V – _ P F.F. = 393 ` I a I F.F, 401 WI -.L-- ___ __�__ i 3.0i H INE TW 414.5 _ w I F.F. 403 BW 406.5 _- m I i �- i I y/SA4�;i��.�� °I•�'7/ I � ,I$# a j F.F. 351 _j J i 9z1 .mQ O i \� ¢� ill 393 5 ° � I1,j i -39 S/0 gN r RIM AND INVERT AS -BUILT 1� 1 388 INFORMATION PROVIDED BY LEN EMERSON P.L.S. AC s BI 111 'i —FFF - -386 J 1 r� `t I- ' URBAN DESIGN, INC. CITY OF R E N T O N ..-382 2 70� 611 MARKET STREET, SUITE DEPARTMENT OF PUBLIC WORKS \ \___ 380 KIRKLAND, WA 98033 VILLAGE ON UNION --� (206) 822 -4886 8 D R wit EViEW 9/mIgr LINE I SANITARY SEWER �3T 3 PEe CIrY REVIEW (p !l6lQj ONED D_ 4/5/99 FILM NO DEBI PER CITY REVIEW 5/12/95 °HAS'• I"•20' ONHCN[O BGL� 1140 wnR �AB4. �__� - - - -- - I PER CITY REVIEW � I NO. [[VISION BY APPH. DATH APP[OV[D BNL[T.— W_OPL'� I E v J i \� ¢� ill 393 5 ° � I1,j i -39 S/0 gN r RIM AND INVERT AS -BUILT 1� 1 388 INFORMATION PROVIDED BY LEN EMERSON P.L.S. AC s BI 111 'i —FFF - -386 J 1 r� `t I- ' URBAN DESIGN, INC. CITY OF R E N T O N ..-382 2 70� 611 MARKET STREET, SUITE DEPARTMENT OF PUBLIC WORKS \ \___ 380 KIRKLAND, WA 98033 VILLAGE ON UNION --� (206) 822 -4886 8 D R wit EViEW 9/mIgr LINE I SANITARY SEWER �3T 3 PEe CIrY REVIEW (p !l6lQj ONED D_ 4/5/99 FILM NO DEBI PER CITY REVIEW 5/12/95 °HAS'• I"•20' ONHCN[O BGL� 1140 wnR �AB4. �__� - - - -- - I PER CITY REVIEW � I NO. [[VISION BY APPH. DATH APP[OV[D BNL[T.— W_OPL'� "A 410 II 400 390 0 S.E. 1/4, SEC. 9, TWN.- 23N, Rge. 5E., W.M. 47 TRAC -,El-. ------ POWER ESMT O . 20 2. AT POINT O._OO_ _5th ELTON PL N UTILIT' TW 413.8 TW 414.5 ;W 408.0 TW 410+5 BW 406 /-TW 414.2 8W 404. BW 406.2 7,,w 406,5 REN I UN F.F. 402 _64- 47��4 5__ -------- ------- F F. 4 F.F. 403 F.F. 403 1 1 -3 f- -=-' 4j06 49-9 -5 F.F. 404 53 4- 49 ATCH P INT Lo = 1+4 3�INE 90,1 49 I -- - 3.44.34 LINE J (NE 5 55 - - ------ ------ 4E-i-iT*e0 A, PL NE) 0+ 3. 41141) ♦ 0— CD ------- 400 xx I IF\ 101"­J 121 ST. ORIVI! 0 a. a ST 0 +68 O '40 w X s 813.57'59" 344.31 250 LF 8" PVC 2+ CO A, \TLINE J NE 54 PL' 0'0 ME K 398 8" WATER N01 NOI -. 12 Al- 0 0 W -5'- UT I L T� 12" 3TORI I AS EASIPMERT- 6" PVC LATERAL (TYP' ----- , "C) F P, u 0) log F.F. 399 2% MIK SLOPE 82 �4 ! // 85 86 --------- F.F. 402 1 1 87 1 F.F. 401 F.F. 403 F.F. 403 1 , mw mw 65 F.F. = 401 I F.F. - 401.5 1 URBAN DESIGN, INC. CITY OF RENTON ui 611 MARKET STREET, SUITE DEPARTMENT OF PUBLIC WORKS KIRKLAND, WA 98033 - - I VILLAGE ON UN ICN F.F. 396.5F.1 I 3 6 a- 9c (206) 822-4886 SANITARY SEWER LINE P6R CITY R­ Pev CITY REV I IE `T1 I I DATE 1/30/95 FILE NO ' '' i Z < \ < SCALE KED 71 -------- 11 T ------ - 410 400 390 PROPOSED GRADE @ (L SANITARY SEWER — l_\'l (' STA=0+88,895' LT MH #17-48" RIM=404.41 : STA 0.98, (0' OFFSET) IE 39?.e RIM-590.050 92- 2 3131 E 3 , 1 593;9 . E- 3?3,o SANITARY SEWER IN 10' UTILITY EASEMENT RIM INFORMATION AN INVERT 4S -BUILT ... ' D "Py L_EME ." P L M. BY APPA. DATE APPROVED SXEET 3I OF 339 S.E. 1/4, SEC.9, TWN. 23N, Rge. 5E., W.M. h en a r m a o o m n a N o n 0 0 0 0 0 0 0 °a o 0 o m n e a a a a a a n rn r 0 a loo' VC L _ lop _vc 3 ~ J � 410 400 T7711 2 E =394.8 390 404 I I f I { I 53 I I I 1 L_ LINE J S 98'55 5 m 87 4.00 5•TA 3+45 4' j1'4 RIN, =Yol. sb lE_3Bgs S� 204 LF B" PVC S --v4ic 5.00 2.21% o, aV 170 LF 8" PVC REEIM =�vvor • 6.00 �E =1389. y I � 4 m "' o c a �' r m m r� n r r•1 .. ro MH M19 48" S F. 7.22 12'RI 7.00 RIM =397-96 -387' IE- 3$9:$9 390.3 8.00 - 910 - 400 - 390 =10NPROVIHDED -412 _._ / aw ' F.F =ALTS- .',� �- -- IN C S MON IN CASE i - -_.__� __- -_C` -___ -__ ' S 885]59 E PROP COR � 'A E [MON NE 6TH 8 MONROE NE 6Ty 8 UNION AVe NC I - 5� E 1/ R. SEC: 9 TWP 23N RNG 5E WM 54 F.F -404 - S 88'57'59" E 15.09�� S A' 3k 14'Lf - A- NE 6TH ST C F.F. =40d- S V F.F.-403.5 - - - - I6 1321.26 .R. SPIKE _____ - r�'�_ ___ - 1321. 1 - 5.5 ._' i .5- - - -- -I ... _. � 488-57' I i __ ' - �� 4\ _ I I I I F F: 402 i -- -S 88'S " E 39.03 _L -- _ - - - - -- PT 6„ PVC TERA 5 -2.00% IN. I ._ _- i H •I S I (TYPICA MONUMEN I EASE - STA 5.5 14'R) 5' U LITY -_ L_ II5. yr� PER C.O.R -SASE ENT - 1 -' -- '"-- -' ' _ / I EX. CONC. S/W 6 INTERSECTION 666 -S3A- '4.81. - - _ _i ._. 1 1' STA 8.24.05 LINE K (NE 5TH PLI C ra- VC c i - \ 30' R/W I" N W �� �� I____- ��' - _G� H u� 3 Q N J IZ V .78.37 B P F . _ ST A 3690 -. F „ K vl_ -' { -�� MO UMEN IN CASE " H M MONUMENT IN CASE rn w M y.. - �ER6�R. -DSL. HR-0 Pc 8'5']59" E 9.49 , __ PE C.O. DTL. STA 7.22 12'R1 4.7305 PT 5. LINE J 3.4g. 4 IN - - LINE 1 5.56.0 (TACOMA P =-7._. 1 --- _CINE*- 3".4T 4 (NE 5TH P 1 5' UTILITY .. EASEMENT m I I I 39e ' i 65 I I I W / ; l- 1 64,_ - (J io w I ' I 39C 1 I I F.F. = 393' ' I ' 6 8' W4TCSb %'• ­U0 HR- 6`6347 2 MON IN CASE PER ' DTL `.� w LLI 1 w in HR -04 STA T -9'" - w I tD I �i - S I 9522 ZQ Z �.Qfl 4 I I pllu a I - - -, - -- fE4T _ , .. 1 _ S 88'5 59" E 79.92 PC 7 .7B ____ INCA_$' \ PC_ -700 DTL. HR -04 - PER - STA 5 .63 �� 0• d' 4 Li 6_ 3 62 -_ ' - ON. N P CO- IR f- � I o1 I C • YVu ILTo r E yfs IJ _ ,A) 'E�1 CURB g TER I 60 59 < AL / - -- _ F.F =400 F,F=399 I I i +'910 MON IN CASE L I - - - - - -I I I I I i F.F. =398 f SEf, COR (TWP 23N RNG SE WM r j URBAN DESIGN, INC. SUITE OF R E N T O N - S 611 MARKET STREET, DEPARTMENT OF PUBLIC WORKS KIRKLAND, WA 980313 VILLAGE nN UNION ON C 38 C39 W of Z n a (206) 822 -4886 v_ N CURVE TABLE Z O w z a � a X � W R UT M � c PER GIT REVIEW a J fW -- - -_ 8.00 - 910 - 400 - 390 =10NPROVIHDED -412 _._ / aw ' F.F =ALTS- .',� �- -- IN C S MON IN CASE i - -_.__� __- -_C` -___ -__ ' S 885]59 E PROP COR � 'A E [MON NE 6TH 8 MONROE NE 6Ty 8 UNION AVe NC I - 5� E 1/ R. SEC: 9 TWP 23N RNG 5E WM 54 F.F -404 - S 88'57'59" E 15.09�� S A' 3k 14'Lf - A- NE 6TH ST C F.F. =40d- S V F.F.-403.5 - - - - I6 1321.26 .R. SPIKE _____ - r�'�_ ___ - 1321. 1 - 5.5 ._' i .5- - - -- -I ... _. � 488-57' I i __ ' - �� 4\ _ I I I I F F: 402 i -- -S 88'S " E 39.03 _L -- _ - - - - -- PT 6„ PVC TERA 5 -2.00% IN. I ._ _- i H •I S I (TYPICA MONUMEN I EASE - STA 5.5 14'R) 5' U LITY -_ L_ II5. yr� PER C.O.R -SASE ENT - 1 -' -- '"-- -' ' _ / I EX. CONC. S/W 6 INTERSECTION 666 -S3A- '4.81. - - _ _i ._. 1 1' STA 8.24.05 LINE K (NE 5TH PLI C ra- VC c i - \ 30' R/W I" N W �� �� I____- ��' - _G� H u� 3 Q N J IZ V .78.37 B P F . _ ST A 3690 -. F „ K vl_ -' { -�� MO UMEN IN CASE " H M MONUMENT IN CASE rn w M y.. - �ER6�R. -DSL. HR-0 Pc 8'5']59" E 9.49 , __ PE C.O. DTL. STA 7.22 12'R1 4.7305 PT 5. LINE J 3.4g. 4 IN - - LINE 1 5.56.0 (TACOMA P =-7._. 1 --- _CINE*- 3".4T 4 (NE 5TH P 1 5' UTILITY .. EASEMENT m I I I 39e ' i 65 I I I W / ; l- 1 64,_ - (J io w I ' I 39C 1 I I F.F. = 393' ' I ' 6 8' W4TCSb %'• ­U0 HR- 6`6347 2 MON IN CASE PER ' DTL `.� w LLI 1 w in HR -04 STA T -9'" - w I tD I �i - S I 9522 ZQ Z �.Qfl 4 I I pllu a I - - -, - -- fE4T _ , .. 1 _ S 88'5 59" E 79.92 PC 7 .7B ____ INCA_$' \ PC_ -700 DTL. HR -04 - PER - STA 5 .63 �� 0• d' 4 Li 6_ 3 62 -_ ' - ON. N P CO- IR f- � I o1 I C • YVu ILTo r E yfs IJ _ ,A) 'E�1 CURB g TER I 60 59 < AL / - -- _ F.F =400 F,F=399 I I i +'910 MON IN CASE L I - - - - - -I I I I I i F.F. =398 f SEf, COR (TWP 23N RNG SE WM r j URBAN DESIGN, INC. SUITE OF R E N T O N - S 611 MARKET STREET, DEPARTMENT OF PUBLIC WORKS KIRKLAND, WA 980313 VILLAGE nN UNION ON C 38 C39 14'14'52" 15'42'15" 100.00 100.00 24.87 27.41 396 (206) 822 -4886 - L - SANITARY SEWER CURVE TABLE LINE K DELTA R L 3 PER GIT REVIEW S /15 /9 s pESIGNED pAT (/30/95 E___ PILE No. CI C2 12'51'55 12'5155' 57.13 100.00 12.83 22.45 2 PER C ITY REVIEW (glllo X95 DRAWN " C3 9'38'6' 100 00 16 82 CHECKED_ SCALE I =2Q_ Plcto boaK_sA=[� C4 9.3860000 ' 1 1682 1 PER CITY REVIEW 4/5/95 - NO. REVISION 0Y APPR. ❑ATE APPROVED -+ SHEET 32 OF_S'L 1• 1� • I 1 S.E. 'I/4, SEC. 9, TWN. 23N, Rge. 5E., W.M: I -390 -380 _ -370 360 _..._.. _.. -350 FOR SANITARY PLAN AND m � PROFILE IN SHELTON CT NE SEE SHT 28 sealo�osE m / / , __ _72 7 /-; o 15' E MEIST FF A05 W / / 9 I pr 9 I" - -_ - - -- U I WACCESS ROAD _ � T —1 15% MAX SLOPE - - - -- z " i_- 588Si 54 "F_ 2 -I/2" CRUSHED G�A / 5.51 "� SURFACING / / 0 (J/l{ / / N C /rY o"R><NT 16' UTILITY / /; / I / z M_ •12A FF360 EASEMENT - - -�- / _ _ I / i 3 i I ti CURVE TABLE. DELTA C9 17'45'13" 84.26 26.11 CIO 23'2752" 63,37 25.95 LINE TABL 1_3 I N 6'44'39" E I 16.99 TRACT D / 74 75 RIM AND INVERT AS BUILT INFORMATION PROVIDED BY LEN EMERSON P.L.S. p T `1 URBAN DESIGN N R. � F��• 611 MARKET S1 KIRKLAND, WA � H —TRACT E 37Z (206) 822 -48E 3 PER 'RY RG-V,E PE Crr Y REVl'e 89'2'4" E 661.37 e� xrlaES I �j PEP- G /rl/ KEVIEW NO. NEVISION AS bui(i.eleLA:W e)n5 e4/y