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HomeMy WebLinkAboutS-3620020 O M z G V wQ 0 LL z s 00 3 W a' C m a �s a w N N n 5 c A TE 424.07 IE 420.27(E) v fE =42d 32(W) 6 8' W SSMH 28 STA 13 +23, 5RT ON S32 RIM=424. 3 1EDGEWOOD LANE: 13 +23 IM =42 IE =411.5 BRETZKE 6 + 63.60 If Rry�• ASPHALT`` DAD 1\ \ \ 1 "V \ \ \ ' 3S " 9 U 1STING g 5' SIDEWALK STM R� R_o_ y CV. 415.2'1 e \A NN LEV. 415.3' \ \ �'D+;r \ \ \ WLB5 \ g • �l 415.3'' %B2 \ '�' \ \ \ ELE . 416.0' ELEV. 41 2' \ ; \36" \ \ \ -WLB6 \ N \ m R CONTRACTOR TO WLB6 STAKE AND LAG ELEV. 41 .04 i AG WETLAND BU w II EDGE PRIOR TO 1 CONSTRUCTIIN WLBS o ELEV. 415.E D_ I 0 Oz LJ I 0 0 z LLI LiJ -- OLLIUC� -- 0zQQ O cn i-- N M I 1 1 \� \ yBUVFE'R Rry `nN \AVER\AGNG n \ \YP i E1 /z, SEC. 10, T. 23 N., R. 5 E., W.M. INSTALL 2' ASPHALT COLLAR LO g 4u AROUND SSMH 1 N \ ♦ ` ( c OF` HP, s UY .1 g ry '. O O A y� Itq ccj}. —' -�H " -472 �` ?`s• R R R iJ R 1.10th S PUBLI�nROADWAY' °e \I 1 0 ' M1 s \ „„ \ \. RHO.. oHF — off \. .,n �Z \ "-470.. --__ p --OH —468— o -- --- - -a7o- 1 a7 Seais o E " f60 91 cAdC'o .. \ \ '' \ N Q ( m, \ \:.. ag. R - g $S \ --.- =- ',,.... I I .:.� \ \ .\� A. .I « . \.. i:p6g 6g' OX e° EDGE OF ASPHALT O W 0 .. r _ . I \ 1 '• !. R _ I Rti? LOCATION' R o� r R6 w w • q• SEWER. CINE 97007•'CALCD 0" O \ \ R 2 +001 Ssoo e ro SS Sao E—e a.� 3's &„ — B,. — \ \ $ \ R \ g4 `nr RR \ \ \^ • "\ \4 +00 s R ^&. rR g R`A/ O0 • g �. DG F SPH L \ \ \ y \ \ \ R1 \ N R \ \ \ \ \ 1 • Rg R`O^ R6° D CCESSN O .° q g 1 R `so ` / .g i 6 SITE BENCH MARK:ov R6 ?p S88D16'1 R 331.65' ° \ s \ ry N 438 \ •ry \\ \ \ \\ \ \ \ ea° \ n \Ru ��n \n I\OT A \ MID \ h° N � � � �n \ 70.00' a \ \\ \ 0 ry\ ` \ 14" • R° a \\ , 434 \ 5• \\ \\ Tp \ \�JOP OF OPE \ e `3's\ \ g vim° \RS R \4. I\ \Fad \ \\T \\ RR`s Cl, 4 -36' - TOE OF SLOPE v i` \ \ \ \ ,e'e \ r \ N \ n' \ o �o RRS�R^ R BR�TZK \ \\ \\ r . ^.: a> �. \\ \\ \ \\ 1 a s` \ IN \ \\ °° Rg� e 3'O\ LOT 2 \ \ '.0'1 O \ \ R \ \ w \ I:o.l.. Rs ° 16, l5 e i 60 F c< 891 BRETZK ° \ RR�`o" cb"\ \ g \ \ \ LOTb \ELEV. 416.6; 20 \ \ wo \ \ WLBB 4,1 !, \ \ �F35.5 \ \ m ,�ys /i s ?, ( g \ Q \ N Red 4151 413' ELEw46 V .11 \ ^ N \ \ \ �+ \ \ y 'Ra "' — \ n'3' ry°'o � \ \ \R •\ I �R7 --¢ �--J \ \I\ ge pl \ tiR I \\ \\�Q R "'� \ NI \ \ 438 ELEV84105.6' \\ \\ \\ \\ \� \\ V\ ° L— .,76+c �C -- °� -g•-I \S' \ ` \ \\ \.� 0 \ \ \ \ > \ \ R \ \\ \ °\ \Rge 4 10' CITY OF ATON \\ \ \ ° �^ \ �_ \ �� 7 00_ 36 n\ \\ 1-, g p� \ °R \\ ^ \\ 410 \ \\ SEWER IP�T \ \ \ \ \\ \ ` \� \\ \\ Rp\ \� "� \ ` R \\; °\ `RS 15 CITY* 'REN'TON SE R AND'4PPES It R g 5.0' 5.0' WLB17 RR Rte. ELEV. 415.3 \ \ \\ \\ \\ \� a:\ 435.5 \435.5\ ` . :. +�.. \ \^ Ate. \\6�\ -P\� \�\ + `tlZ i \\ \ \\ \ \q•° \ \ \R \ 4 442 \\R \ °"q� gq \ \ \\ 436. WLB \ \\ \nN \ 8\ e \\ �T \ \ °� °\ \ g'�• \ o, R2.1 ELEV 418.4'\ \ \ x'\ \\ \hry5 Rap �'h^ ^° �a37`\ , - -- - R- - TZKE g OT 4 Ra s \ .� LOT 3 i WLB Sp I: ELEV. 421. \\ \�,�\ ° —4 "MIN TYPE 2 AGGREGATE, COMPACTED DEPTH SEWER EASEMENT ACCESS IMPROVEMENTS Z NTS sThese improvements to be installed over the 15' wide sewer and access easements as shown on plan. _I �Z \ \ \ \ R - n �O ERR ♦ R3R 3210- -432 F \ w e �b �\ \\ \ • O /h3� \ p Rg° \ \ \ R ?R \ 'n \ I I 1�F- \ \ \R26,\ "428 ELEV. 421.0' �Z7 \ X424 N V ELEV. ry B423.6, 2— E� 424 \ \ \ R'Y� \\ R — — — '70.03' S6820'02 "E 331.77' R -4 \� — s8820'02"E 661.90' LP. ff 1023059390 vLaC ELEI SPECIAL NOTES: ACCESS TO SEWER MAN HOLES MH2, MI-13, AND MI-14 VIA ACCESS EASEMENT. CATCH BASIN n 2' +00RIM ELEV= 469.24' �1 e" 1 4 • H ti W J 0 J LJ M LJ z J Y Q LJ M �7 1 42761 I EXPIRES, 02/07/ 1 51 w q � W M N 0. _U o D_ z LJ z 7"1 M O SS 8' u\i N M 0 +00 > Q Ln W J W z & .8 Y z _J (E(QQ Ce W N Q � n LJ H rl M ^ �7 1 42761 I EXPIRES, 02/07/ 1 51 SEWER ACCESS PLAN (SHEET: 2 OF: G' w 0. a) Ln CO 7"1 M N Q O N Ln E r- & .8 r (E(QQ Ce GC � rl SEWER ACCESS PLAN (SHEET: 2 OF: G'