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HomeMy WebLinkAboutD-216214i� Q 8 0 a � � N `y3e ,NCB y2B � 1 HDA BENCHMARK "BM -20" N � � , �� {`� � �� EXISTING 72" DIA. '- �� � � � � � � � t SEWER LIFT STATION `� 4 � ce 34 ' - �� S �� � EXISTING IE 8" E = 263.06 SET RR SPIKE IN N.W. (V I Ex.ce � / � FACE POWER POLE, K t� (n ft99954:3885- 9969.83 NEW CB TYPE -1 � � d3. � � I 34 LF OF 16" 0905 NEW IE 16" W = 262.76 (CORE DRILL MANHOLE) Sr P 6 � N: fe9899339� 189888.65 , �;- ' " �� FILL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE. E � 1,dA4886:82661304883.67 � ' � I PyC SS O 0.5X 1, . I� 280 E�+39f8%9z'6iS1304880.75 \_.�•y ? �' , I _ ,i SLAB AND CHANNEL TO INVERTS. OPPOSITE HOUSE 2304 RIM = 3- i3�2b273.61 fE 12" S - PSS-35266.80 _ �� c:g� � t; �i CV - M�"�"- EM12" Nom-- X365.35 266.89 �'''�I,ST ®RINC�,I \ i + ", j NEw 6" 90E SEwFR � c , ' � LIFT STATION SHALL REMAIN IN OPERA710N � � IE 12 "W - 269.96 �;i � .' 1 �' � � �' (��} i � `., ! •,,� ANDILAP1d,1�1�EDWNSTREAM SYSTEM IS TESTED ELEVATION = 273.14' ♦- O - - - -- 1E'_12" 81 270.01 �l : -'_t � 1 1 t.,','ol: ', ., -1 �,I�, I:° .-' h , ' , I� � ICI �-�� _l j, �I � �i,i i I C�.'�N'I! �i:l /: i _ 3 z n, 270 ,I - ><r - - - - -- - . � 1 � � I } II ,. WW L�..I ......... :....... :.. �__ _____ ___" _-_ -__ : \if �q ,� 1,J,ff�lt "�� 1 ' -�ri_ �_.- _ , �. ;..,. I. +) ,_,� �.., !(,1 i.; r`.) �' ,�. ri� i Q W W � 3 - -- . ' Jc, % , � ''1 / - --- �- -+ _ - - � -� - - ---- -- -- i - - -r - - - - -- r -�'1 - -I I i ? f . �� ;L� � `, .7 � �_ L � r t •ri7, f -.t�.f -_ "1, Ir ',�; ` � r - -- rr.�- - - - - -- - - -- - - - - -- - - - -- ���1 - - - -- j-_xx� � � �'��.t � � Z O z � 6 0 See Below for � 1 , � I � � G I' . (; _ _ �C�I I(, ',', F.I K , rzx ; �� W � - Proflle ConHnuaflon � MON. CASE , 1 / +. i t _ _ - _- W .............. ........ . .:. ... �;...... :.........:.........:.........: -_ - � '� - _ ._ .. (see pro /ile "B) - -- I� '1 � s, N -190 35.0281 I � I ' � 1 � E �'�'� - - I i ri, _ aVl -;� - - t � �- , - � i � ~1 r �, fi� I � <'�� a, _ I � I 1 � _ < D g pp _ �- �� s , , I � j I BE�DE�N rs�VE.I�N.E:NEW 16" PVC SEWER �\ '�B d'1d \��PLUG 12 ,CB �f119 CD I ,. m W Z W - �PRDFJLE � A � � `� \ StSMH� /14 � I f j �� � � � -: - F ��- , '�J STORM r� 23 1,5 OF 12" � ,- _ +�E -13049 .425 E� Q� Q� - - - -� - �LP O 1.SX Q ....- ...:".. "... - - -- - - - - - - - - - - - - - - - - - - � � ....................... n �� � SSMH y15 \z - _ 7 g�- - e- r- J CB: 17 / � SDMH�,%12 / / ! /� - - -- - - - - - -- - - -- j,yj -�- 0 � N 189827.82 } 2 � NEW CB TYPE- {. - - - - - - � � � - ' VC_ �CTORM _ � _ / + _ - : 1 - -3 - tF- 6f =1-2"- - - - � � � E 9304882.113! N 189772.4064: 1� -� i � i' , � ; � , _ � � -; _ -- �- �,- ,��-- -F-- -- f =•2 '- �,�{ -.' . " r K -: _ . =�i _' _. - � - � _ _ . k� (,CPEP O 2.Og � _ -_ - - - - , Z � � � � '%` L I / I / � __ �/'J;I A I,; _ f CQ •�17*- -- �t 1t11- -- - � � RIJ,I -- .�7@�6264.25.. �36!�4��:130 877.50 `� �' � ,� -' . s� 1 L � _ - - - -- z ...... ....... .. - . � - ....... E.. -. / (ses prpfllB F'?I ' i6r&62 .13 : RIM : _ £�9� 270.8 1 STALL 40 L OF ' 8 "� P� SS , - W O � IE _12= S = 266:8626 .06: !E 11" N = X6635 66.81 --- - - -��" SUR E C +AN T TOS��LT� �%� � - � I �/� - - // !r: � �' _ - �CB�//34 C/ (see {Profile "A"J -- �; "� '' j . �(\ �rofi /e A�)/ CB X18// w CV N & � ' , }- � 9% � 2 7 0 IE �12 N - 4fi�B9 26 10 1E OF 187 AT Oi i- 79 2 � }� I � -- -- -T- - - -- - - - - -- H- - Y� I r / /'� - -- -- -- r---- ---- - - - --- - -- - - -� - tt Z � � EXISTING'`GRA�. 1 �;, I i � -- 7-- - - - --- 1 - -- �' - - - - - -- - - - - - -- - - --r - ----------- - - - - -- - - --- - - - -- - - - -- --� -- - - - - - -- / / T7 1 / 1 -� i 1 --- - - - - -- - ,_ , I r � . / .��/ f L ,. w _ , I � n u; � ^' iE t2" N - 269.92' CONTRACTOR SHALL MAINTAIN SEWER SERVICE 1 6 O 61 -69-LF OF /2" CPEP �5 OF 12° .CPEP O +.91F 1 j 1 '_'; ` I ' [l I ' ` (, CV rV `L .. y 1 1 I lE 12° S = 269.42 AT ALL TIMES DURING CONSTRUCTI0�1 LS' ,� N � :... PROFJLE A ................ . I at vi I � i i(�i �:� , a. O &311F 2.8� Y� i I 1 r o ,. . . See Above /or ,, �� rtlf�l 1 1.?� � i t1 �- I Proflle Con ►Inuallon � " " 1 1 ry I ' �- £i - iEElff '08 6L ( � O Q o f 1 i !ti HDA BENCHMARK "BM -8° ) � �a .........: ........ . SET RR SPIKE IN N.W. �.[ t� C0'.+, ,�,, ^:; L58.`.' I �tq: �, I I 'Jr .�- 1 � FACE POWER POLE, i r I v 1 �. r i ,� � oy 02 aw REMOVE EXISTNG �CB AND � � � �' �' ' <�'IF AT S.E. CORNER INTERSECTION �� I - 'I CI 1 , i) iu�. / � as " " "' P,EPLACE'WITH'NEW'C'B'7YPE =9 i i I � v �� ABERDEEN AVE. & N.E. 24TH ST. NOTE E. I. G.1(P;A) 16d.c;I W U (j,,, rn a N 189818.3058 1 � 1 E E 1304916.5278 1 1 ELEVATION = 285.60' SIDE SEWERS ;;TALL HAVE A MIN. v � REMOVE EXISING CB AND � ' � ' SLOPE OF 2X FROM THE SEWER MAIN ._ „ R!M c f4 h+;x 271.24 1 ' � REPLACE WITH NEW CB TYPE -1 t 1 TO THE ADJACENT PROPERTY LINES. m E N fiB9B63:5i4B 189863.18 IE 12" E _ ^� 268.57 1 I SIDE SEWER STUBS SHALL BE 6 FEET E.�� =:= ^.;10.1311431.7..71 IE .iZ ". N .::4fr7:'79.267.89.. �E _ 1 � I 1 1 DEEP AT THE PROPERTY LINE IF POSSIBLE. ie �) 'c � RIM = 2�2$ 271.21: � � ; � IE 12" W = 366:PB 265.94 1 � 1 '. '° `o m IE 8" E = 36f8.�63- 269.53 acs IE 12" S�= 368:6268.4 � - � � � � ' �� � ' ' NO 1 � TE: a 27O ----- r___ -- � r_ -- � ! Ij �, ; � 18, 19 20 AND 34 .... .. ................ CB �F 17, ® �� i" i , _ ; AND THEIR RESPECTIVE PIPES a ����� � I(� � AREA PART OF SCHEDULE "A„ �� � i' 15� CF OF 1?" CPEP 1 F-- I 1 O u O a,G,� 1.3% 1 =' 260: � . I � I CV - � CITY BENCH MARK /1837 „ 1 t ELEVATION: 317 23 FEET ......................... .... PROFILE ..8,,......................... 1 ' LOCATION: tntersecfion of NE 25TH ST CB ¢13 W ', i ik Edmonds Ave NE. � NEW 48" CB TYPE -2 z 1 ' DESCRIPTION: 2 -1/2" brass disc on �� SSMH x'15 N t$983�:i19•� 189826.10 ' ' z 1 cone. mon. 0.4 fsef in � c u E i- 364893:11- 39 1 30489 6.26 o; � �� 1 � 1 NEW 48" S...H RIM = 3'�-r ^6271.36 tx '� 1 1 mon. case. N 1.89885.8638- 189883.98 IE 12" E = 266:86265.33 � �� 1 i ' E #384899:3879. 1304901.06 i , � � t IE 12" W = 264. -93 264.58 `` • � 1 1 RIM = 3i?:-B5 271.66 a ' I 11,'.. ' IE 16" E = 26(:83 262.59 IE 18'° 5 = 2e3.�6 263.29 I i IE 16" N = 3Sz'' -�3 265.51 IE 24" N = 36 -3.-62 262.82 290 280 270 z60 r� ----- - -: - -: � - - - - -- -- t-- - - - - -_ ........�' ...............:.... ...:..... �- �-:---.....-:- ----...- :...------:- ��38- .43 -LF OF 76" "C94S-PVC -SS- ®-8.311E --:----.....;--�----- � 249 0-4% z . o �, 250. RTIFICATI . N .......:......... � . � 4' ........:..... - - - .:.........: - - - � ' NEW a'�14SSMH AViTH- INSIDE -DROR 48" - - - - 1C D � N 198-138:6847 1 901 32.85 -� 4 sy � �/fi E i- 3B#99Ba5� 1304904.22 t HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL - W i+' - : : RIM:= z�85:9i 2$6.51 LOCATIONS OF THE TOPOGRAPHIC FEATLRES SHOWN HEREON !,>r f tsf SDMH 12 IE L6" S = 2fi-154- 261.46 : 2 4 0 . ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER �+ �� r" NEW 48° SDMH IE 16" E = 36':44261.36 - 1AY DIRECTION 190137 07 .......................... F.D. RINGEL - L.S. 23613 DATE: z36ts '�� �dWt utio N. " 1E "8" "N '� - i�7- �.y2�-27 E t394B� 1304900.65 - 8.15 RIM- = 386:37286.83 IE a" W = 278.15 IE 24" S = 2`�,�2 zslso: - PROFILE SCALE HORIZ. 1 " =20' wvv .2,,� /�i : � � : : cuwrse/,V IE 24" E = 36(:46261.40: - - - - _ VERT 1 " 10' 23�: - ® - -� -.. :LL�.. :.........:......... _ :° oi�, b;� - - -- - -_ _ - - - - -r _- -------------------- .:- �........: :280 ca ------------ - - - - -- : �- 2 7 0 w......:.........:..... w x......:26..... W ..:250 .. SCHEDULE "A" SCI- IEDULE "D" NOTE: 2 4 O AND THEIR RESPECTIVE PIPS ARE A PART OF SCHEDULE: "A" ..................... _... o 5 -216 s eo