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HomeMy WebLinkAboutS-21622ECV `� � o� � � _� � I rn N ., o N oo CITY MON. # 1837 INSTALL 60 LF OF 8" PVC SEWER ®O.b% I MON. IN CASE N a � � a a � _� INSTALL SURFACE CLEANOUT TO EXISTIN� GRADE N 190487.8567 lE OF 8" LIME AT C.O. = 307.94 E 1306228.3676 � � W ELEVATION = 317.23 (� z I INTc'RSECTION OF EDMONDS AVE NE � AND NE 25th ST. „ � W MON. 1N CASE I - N 190155.047 W W � E 1306225.33 � � - NOTE: z I- Q I � SIDE SEWERS SHALL H:,VE A MIN. Z � ., � � SLOP£ OF 2% FROM THE SEWER MAIN j � U I � (n I , TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET � � � � �' z I DEEP AT THE PROPERTY LINE IF POSSIBLE. N �� � � O _. b W � - -- -. � � NEW 6' SIDE SEWER wzw - - (� Q Q W f _ - � i' " r I r � - - - - - / - _ J / f � -- - - . �- � � , CV W W �W - SSMH #20 - SSMH #20A .. - - ._ - -- _- _ -- - == ��... a -- -- = N.E. 24TH ST. - - _ _ - -- w� w z� � to - _ - . - __ a �, - - -j __ W ® TEST - � - - / � ,ir I -- BfIRING - _- _. - _, _. _- - TEST �, .� .�. �_ � � � °�, SCALE 1 " =20' �' � � - -- - -.-� .- _--- �� "'`} - - -- -_ � ,. �,f_ - ' - -, _ ,, - - -- .. z ,, .. N._ -.. - -- - -- - _. y. - t it �� �. l7 v� 2 N � �p `oE CITY BENCH MARK #1837 I ----- - - - - -- � � � 3 ¢ ELEVATION: 317.23 FEET � � � - - - - - - .. -- ,,, ',.y !? LOCATION: Intersection of NE 25TH ST � � ' ' � ��� � - �-. Dw &Edmonds Ave NE. ,.. I _ :.. � � - - -- ( '_ .. . r. � / .;' _ I - per' _ � w as DESCRIPTION: 2 -1/2" brass disc on � � � o cone. mon. 0.4 feet in /� � � _�' $ � � mon. case. HDA BENCHMARK °BM -4" I I � I�+� � a m' E FILED AN "X" IN TOP HDA BENCHMARK "BM -3" 5 � �� NE FOOTING BOLT, LUMINAIRE � , o, AT SW CORNER INTERSECTION OF I SET RR SPIKE IN N. q� o, I FACE POWER POLE, _`o a� NE 24TH ST. & EDMONDS AVE. I S. SIDE IJ.E. 24TH ST. a� ELEVATION = 324.11' OPPOSITE HOUSE X2613 ;, MON. IN cnsE _ - ` L ELEVATION = 325.56' Na � N 1g0135.f075 E 1306225.1413 �� I I Sa�� "- 3 � SSMH /�19 SSMH �F20 1Cg D SSMH #z1 6 �?= NEW 48 SSMH NEW 48 SSMH WITH OUTSIDE DROP CERTIFICATION 4 _ �,1v�,,h'jr, NEW 48 SSMH v=i o �s� N fi9Bi�9:%8-7 &190149.07 I N fi9Bfi33.6i -6fr 190147.14 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ty'�S' v�v� N «,- �0,�:4^9� 190122.46 y � LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON /Z, � E ''.' ^_gym 1306546.42 rn E 43961£8:9848 1 3061 91.95 I E '�^ °x%:1306229.83 20A a may" RIM = 313.89 322.99 RIM = °- >�-=n* 322.99 ARE THE RESULT OF A SURVEY MADE 6Y ME OR UNDER Cz. t" RIM = 323:-9-7 324.12 NEW 48 SSMH MY DIRECTION. � IE 12' E = 399:2rr 309.22 � IE 12° SE _ _�r307.19 IE 12" E = 387:fi4- 307.48 N 190145A1 � 23673 IE 12" W = 309:1 - X309.12 IE 12' W = 39x.48307.09 IE 12" W = 387x54- 306.67 E 1306273.34 - IE 8' N = 3B� -o'4 307.58 RIM = 322.53 F.D. RINGEL LS. 23613 DATE: ��� � IE 12" E = 307.86 TEST BORING � IE 12" W = 307.76 FXPIRES 9/11/ BH -6 o TEST BORING � i i v BH -5 0 0 0 � a �= a� � �o �" 330 330. �: _ _ - : _ -__ : :, _ : .,: .� _ -.- EXISTING CENTERLINE_ = �. - - - - - - - - -- �- - - � - - - - - - - - - - - :...320. _. _ -- -- - - ..:. - _...........`.. . _. 320 % ° 59- LF OF:12' 43.5 LF @ 0.647- 393-LF OF 12" PVC SS ®�5� PVC SS ® 274 0.467 38 LF t .037 .-- ........ .. :... ... ..:.. ........... .. dPPAI fY�Gl1TTFllI.....................-...-......-.................. ..-- ...........- ....- ...- ...... .......- - - -... .... ROLL 17 3 1 - •= :.........:.. .......:..��---�--GROl1NDWALER- LEVEL..:.........: :BELOW BOTTOM OF TEST BORE :JAN. 15, 1998 _ 310 w_ =300 w 290 x........:280 _:..... S -2 /2-/? �S'- 2/ �z 2 � 91:A��+ +c�1 Jul � 7 "1001 e � 270 `" 310 rn _. W W 3�Q _ �_^ V J. . W W 290: �: z80 270 ................ . � o ww� ma' -��86! 59- LF OF:12' 43.5 LF @ 0.647- 393-LF OF 12" PVC SS ®�5� PVC SS ® 274 0.467 38 LF t .037 .-- ........ .. :... ... ..:.. ........... .. dPPAI fY�Gl1TTFllI.....................-...-......-.................. ..-- ...........- ....- ...- ...... .......- - - -... .... ROLL 17 3 1 - •= :.........:.. .......:..��---�--GROl1NDWALER- LEVEL..:.........: :BELOW BOTTOM OF TEST BORE :JAN. 15, 1998 _ 310 w_ =300 w 290 x........:280 _:..... S -2 /2-/? �S'- 2/ �z 2 � 91:A��+ +c�1 Jul � 7 "1001 e � 270