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rl- O_ a o Z 9 W a Z �O V Z z� �w U w Q w N O II O m m d m m 0 0 o ({{W]]] �J T 8 W Ir 05 Z 3 Uj O o 0 U m LLJ Q 0 Z 0 Cn w ry ! SSMH 28 , E1/2, SEC. 10, T. 23 N., R. 5 E., W.M. STA 13+23, 5'RT ON PROJECT# S327 ! v RIM=424.3 EDGEWOOD LANE: I J+23 INSTALL 2 ASPHALT COLLAR Ln I 4 _o_w IE=411.5 BRETZKE 6 + 63.60 H AROUND SSMH 1 N s i.• \ �`o\. \ �'.\ .. �s. ,��\.. �\ II .. I Ij I! \v . �r II '. �I! :: I 4 ems°.. - -\ - \ a\- —T\R-o1 -ev��'• -ohTE=424.07 0 —2QO OH — � p'\ i n UY byIE= 420:2 7 E'OA1. +p RE HP— Ntl.M 0(0 VPBLICROADWAY"vIE420.32WASPHALT,RD S H H . N o 4—+1 \ .... • o . S8B�16'10"E 60:91' CALC'D \ ' .Ss \ I 1 . I y \ I:��, Rox I h6, r, .. — \ — Cb EDGE OF ASPHALT 0 W ro LOCATION OF a ��° 2 1 " sr 4j�. . SEWER. LINE 176.07'' CALC D ISTING 5' SIDEWALK ST t`k \ \ \ \ °� \ ��\ �S \ ��o szc, %5+00I ;O \ \ \ SS 8" ! S� g R-O- W NLB1 V. 415.9 r-'000 V__ _ _ = M $ �°' \ \ tK oo .� �S. 8 SS - 6O0 1:. z— SS g SS. 8- Jo. \ t \ f `A � \ \ \ \4+00 �'p , SS 8„ — — — — — — 36 \ \ \'T •� \ \ \ �`\ \��ro I � \ \� \�4?t \ JzS� s\ �� " �Q s/ Q��o r ,� ! \ \ \ p� I Kph c�) Q� • p DG -. F SPF,'AL T. IM _ er\ \ �' \ \ \ \ rn s \� sa D \ \ \ I / • p`o / 01 00 D: W APRON o \ WLB4 —gyp, \ I \ o, \ \ \ s \ \ � CCESS Op SI TE BENCH MARK: o �I \ \ S88D16'1 f3 331.65' \ \ 6 \ \ `L \ I -� I- rx . A z — — = N \ \ • cp *� O `� CATCH BASIN on \ o \ \ •�O r� 438 \ `L \ \ \ \ \ \ C� \ `O 14 00 • . " P2+ OORIM ELEV=469.24' WLB2 WLBS \ � '��• \ \ \ I\OT A \\ � \ tK �\\ 0-w \36., \ \ \ 436 1 0 \�8°\ �,� \ 70.00' \ \ �\ . ELEV. 416.0' ELEV. 41 2' \ \ \ \ \ \ \ \s \ 2 \� \A 14" " 00 434 \ 5" \ \ \ \ ")TOP OF S OPE ^� \'is0 �`' � N \ \ \ \ \ \ \ \ \ �o \ \ •1b \ Ash \ \ \ \ �o� WLB6 \�`' rn A6 tK I • '° \ \ \ '60 `\ \\t*K\ \\ ��� `� 5�` / �^�°' LOT B goo°\ \\ \ I \ \ \ A \ \ \ �R \ \ \�6 \ \ \ I F CONTRACTOR TO WLB6 \ \ \ \ , O \R �� ; ggs ELEV 41-- .o'I\ \ ` STAKE AND LAG — —\——\—-- - -III \\ �II;y Ir\\ \ \-\\- \°�\ -\\ \- \ RC ,-��\\���h\0. �� \ g�8 rl � I!� Q•\so -\ \ \ �w\ °\O I 4 \ 4 07 I 8910 �_ IOR BIJVCE p\tK OE OF SLOPE \ �WETLAND BUFFER II\FEDGE PR°`A\ 2I �\ \�\YP �o oCONSTRUCTI N sWLB6 cli ELEV. 415.8' 6\ \\ ,..o 0. cgs o0 , 415 \\8 \\ \ \\ �� \\ eL \ �\ \\ \\ ! !� I \ \ Id�A N �0 \ �s \ \ T \ < \ \ \ \ 1 \ \C14 BRETZKLOT 0 z \ \ \ \ �I I I 0. LtiL. .CFp Z \ \LLJ � 41 ! 1 35.5 N � ! s I \ \ �\ \ \+ rO • S�s 6�2\ILL t. 415 6 w 9 it o U LL U U 0 z Q Q WLB 9 \ \ \_- \ o o f I \ \ o W QELEV. 416.1'��h �\\ ���� N \\ \` \\ .`� ` \�•- ��4� - - \ \i L I\\ •� I � i \\ \\\\ i\\ �\ \ • 4 \ tK 438 ELEV. 415.6' \ WLB1\ \ \ \ \ \ wo \ \ \ — \ — -�' �,"J \ \� \ \It 0) p\. �� 436 \ \ 43g ,•`� \ \ \ \ : �I \I 10 CITY OF TON \ \ \ \ \ \ _ 0 7a-oo_ �\ _ \ \ �° \ \ \ \ \ SEWER \IT \ \ \ \ \ \ \� ` \ ¢go, �� \ \ \ N. 0 �\ , \ Rs . \ \ 15 Cl TyF RENTON. SE R ANC CES A EN ELEV. 415.3 \ \\ \\ \ \ \ \tKCqb �D \ \ 435.5 �. +� cq \ \ \ \ \ N \435.5\ \. \.. Qz V. WLB \R`�A ELEV. 418.4'\ \ \\ `��\ \\ \ �O• ¢3p �� \ �•o \ ~432- \ � \ \ \ \ TLKE\ -- °� rn \ ` \ \ sz •� /' t 9\ \\ \\ R?6\ \\ °'� \�� BRETZKE\ ��� °�'� 5.0' tx LOT 3 \ \ -434 i \ \ \ \\ \ \\ \\ _-430 ,3 9AS� I \\ WLB \ \ \ \ — \ \\\\ \ \ `° \ \ ELEV. 421.3' \ \ ° �L o cD \ y`� g3sr Z ��—432��— \ \ w O \tK' o4"MIN TYPE 2 AGGREGATE, \� �\ \ \ ��•° I z COMPACTED DEPTH �O \ \ \ \ \ $00 tK SEWER EASEMENT ACCESS IMPROVEMENTS NTS v F,\ \ \ \g26 -428� — _ ;\ ELEV. 421.0, LZ1 \ - 424 _ \ \ 1 — 42B - These improvements to be installed over the 15' wide sewer and ELEV. 23.6' L12 access easements as shown on plan. 1( ELEV. \ \ \ 4cL,l 1 / SE '20'02"E 331.77' tK R-4 \ sa82o'o2"E 561.90' T P.# 102305939 '-:— — �wLBc 50.0 EL._V. RB 'a26.7' ELEV. 426.8' SPECIAL NOTES: ACCESS TO SEWER MAN HOLES MH2, MH3, AND MH4 VIA ACCESS EASEMENT. LLJ m Q z Q LLJ m SS - I R-362007 I -Al 81, LL LLJ J O —I m z LLJ m 0) rn w r? N P CDw 0 -. o 0+ 00 Q V) N 4 U Y N Q N `Z N w Z N� W LJJ Jil Q F— F_ LJJ > < I— O o z W IZ 0� w0-N � LL r m m m L EXPIRES 02/07/ 131 W a�Ln >000^ Q o M f< o 0 M � L1') � C C 0 � W NE � N��I oC oC 7-1 0 z a8 - 5 - ..-3cv, aoo ? SEWER ACCESS PLAN SHEET: 2 OF: C ' -5- :3C,7, D(7'dc� A4; �(A t LT