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HomeMy WebLinkAboutS-216203i i mac, n g `� S N �? �� 3 (V `� 1 �� e r z V E a � � � \ 1 �v � CO S� 8° WATER MAIN FROM � I .... .I... : a gCl E 1304306.1071. E 1304248.6409 SHALL BE� FUSH ON JOINT- PIPE - N I a ^�U? .:................ .. _� w.... W 86.73 LF OF 24" C905 PVC SD ®:0.5% \ \ N \ � �S �; � N �y� _ I � �C � � � \ � � � o ti � - _ � � � \ \ \ \ m � ® \\ \ � \` � \ z, � _ \ � � � � � � � � ` REGRADE SLOPE AND PLACE 2 -3 MAN ROCK AS DIRECTED �7 ,L�jO � W� d X � o \ 1 \� � � � � � \\ \\ \A \ 1 ��\ � \ ��` � �� � � � � -�� -.` NOTE' -� 8Y ENGINEER �, _ � ���� "y�.<_G_ _ ___ BR >� Z Z �= W V - \ o \ \ \ � \ ��$vJ�'A _\ � \ \ � � � � � � -*i \ \ \ \ \ `�'-� \ � � � � -- � �- � ` � FILTER FABRIC -E£NCE SHALL � BE"CONSTRUCTED�IND�MAINTAINED ,� -- -�- � � / / / / � � � � / � � � � - - _ - - _ � � yb' /U1R9TY FJCSEMEf(T' � � � % %' � - - - - - - - - / W g � � W W I � - � � � \ \ -� � ` � \ �� E \� �� 2 2g \ � \ � - _, � � _ _ _- -- - - - - 71L•8N¢ DOWN�/ILL EDGE OF f�ONSTRUCTION , - , - - _ � EASEMENTS TO PR�iECT WETLAND AND � � � J i � / �� c'�� //� � � � � _ - � i _ � / / � "/ j / �_ � _ - - - Q�! H \ \\ � � ��� \\ JC �� - -� -- - `- -.._.��_ ~�\N'09DED AREM -S` \\ \\ ii / / �' - _ - - \ NEWT6"-PVCSEWER \\ \\ J- ,i��T� � -T Wd �' \ \\ \ �� \� ��tn\ \\ --�� -� �\ \ �\ \ / � Q�_ � \ \ \ \ \ � \ - - ` � \ \ - ._ � -.. _ \ \ \ \ \ \ \ \ `` -1 ' / 6� � 6�MAPL � - v W W z W x \ _ ` \� \ \ \ � � � � \ \ \ \ \ \ \ \ \ \ \ f 0' TEMPORARY ^ - _ , � COHSTP,UCT!Ok wE�E1!7 / / Imo: '.' � / � • I- Q W � z Ih \ \ � � � \ - �., _ - _ _ � 7' $O D R IL'E \ \ \ � � \ \ c�6' \ \ \�i5' \ ",36�G` -I�N% � y / ��a°�o��� / / WN 15' UTIUTY EASEMENT �I / �/ 4��4PS�� J �Q Q x \ \ 0 � ` � \ \ \� �, �� -�c- '°���3D � � \ \ \ \ \ \� `s \ �� � I / / � /LAWN LLI �p � I \\ � � \ -� � - -__ - � \��� � � � \ � � - -I - -� � _ �\ � � \ 14 "MAPLE � 11 / I � / �/ � \ \ 12 "MAPLE �12J'�CT w � �� � _ \ \ TESTBBDORING � \ 2G5 � � - W 24" PVC STOR � - \_\ �\ \ \ \ \ \ r �.,- � \ \ \ \ \ \ \ \\ \ \ \ ` \ 10"A�C -_� � �' � �� 2 6 S i T- -/- -r - � -� ,.v � / / � / � ��_ // � / / � / �/ � > N Z iV � W \ \ \ \ - � � V \\ �\ � \ p EIQ $f�U � \ \ - \ \ \� ' � `�� \ �_'j�'�\} -- - - � - _ / I 15' UTINTY l � � - �15� TEMPO! - � / / / � / 1 'ACT % / / EASEMENr � /! W (yJ W � � � \ � � � � ` \ .`�S�MH 4 \ y`L`_PtCJ�.y\ � - = � -� � � -CONSTyCPOW �SEMENf _ _ � ! / / / / � � / /PBST Z y � \ \ _ - � HORSE PASTURE � � \ ` ` 1 - - - `�\ - ��` � - - // l- fNH _ 1 _ ._ _/� __ � _ _ / / � 4 "DIA. ALUM. ST NCHIONS \ ,_ ___ \ � � 10 __ - _ \ _1�; / _ - , - - \ \ - - � � SD 4 "C � {a - - - - _ - \ -` S H #3 TES$ BIIR1NfZ � � - � - 24 ERRY - -�� _____ j �� -_ - - -- - � , O \ 12 "MAPLE "�IRPL€ 3 �� `�� i�z - --gtI� 1- R'dTEli - -' / / o - � / 8 ,10" ;.L2 _ � � � � 2o= TEMVOw�RY � - - - � / a Q N � � V Z \ � ` _ � � � � 15' U1ILITY EASEkE � � N 190890.5555 E 1304248.6409. _ _ - - _ � �- CONSIRBETIBN iASEYENi � __ - � _ LAW / � _ - - - � "- - - _ _ W � ''� � ' > s .o O � 3 E sY > 4�k ALL UNDEVELOPED AREAS WHICH 8" PLUG MJ ..WITH ( ) _ _ _�__4x24'AAPLES _ _ _ __ p CONTRACTOR TO REMOVE �E"i a SCA�� � -20 ARE DISTURBED SHALL BE HYDROSEEDED. r�� BLOW -OFF �NEw s' SIDE SEWER "EOAF F-+ �w ALL DEVELOPED LAWNS SHALL BE � � ,4SSEMBLYP PER DETAIL ON SHT 18 N 790888.3755 � w EXISTINIGP4 (TYPICAL) POSTS' E 1304366.1668 > THIS WORK SHALL BE i.E,.r W as � (1i � o CITY BENCH MARK 266 � ELEVATION: 247.87 FEET RESTOREG WITH SOD. r- 7' STUMP PILE '' WATER: 45' BEND RJxRJ � IYITH CONCRETE BLOCKING ) C� TO NOTHER WORK DENTAL I :o E LOCATION: Inlersscflon o/ NE 28TH ST • d m.� � E !k Jonss Ave NE. DESCRIPTION: 1 8' co / pper pin on 5' NOTE: N 190945.9552 E 1304436.2868 �°"ni v �� � � dla. round cant. man. 0,2 feet down /n man. case. SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2% FROM THE SEWER MAIN HDA BENCHMARK "BM -17" g" WATER: 45' BEND (RJxRJ) SET RR SPIKE .'V NORTH o � - rt TO THE ADJACENT PROFERPY LINES. SIDE SEWER STUBS SHALL BE 6 FEET ROOT OF A 36" NAP LE � _. _ DEEP AT THE PROPERTY LINE IF POSSIBLE. ELEVATION = 264.00' _ S 33 � _... .._ _ ___ -._ __ _ ... _ ....__. �� Q g SSMH 6 � 8 N 190890.5555 " NEW 48 SSMH 3 o � � ,� �Y � 2� E 1304248.6409 TEMP. BLOW -OFF ASSEMBLY SDMH j�'4 N 190888.3755 NEW 48 SDMH � E 1304366.1668 N 190892.4625 8" WATER: 45' BEND (RJxRJ) E 1304364.7463 \ WITH CONCRETE BLOCK SSMH #5 � RIM = 263.95 \ N 190954.6006 E 7304433.5080 RIM = -264.00 IE 16" E = 252.86 IE 16" SW = 252.76 � 14� SDMH 3 NEW 48" SDMH SSMH ,y4 NEW 48 SSMH iveri d8" SSnin IE 24'" NE = 252.32 N 190897.0253 IE 24" W = 252.23 \ E 1304363.3864 N 190945.9552 E 1304436.2868 ...... ..270 ....:.........:.........:. r+avp -1 � -zt62 N 190896.5042 N 190901.1989 E 1304146.8601 E 1304149.1177 RIM = 267.00 RiM = 20`7.00 IE 24" E = 251.16 IE 16" E = 251.17' IE24 °W = 251.08 IE 16 "NW= 251.07 RIM = 263.95 /E 16" NE = 252.32 \ 1 IE i6° W = 252.22 8° WATER MAIN FROM � I .... .I... : N 130899.4896 TON 190890.5555 E 1304306.1071. E 1304248.6409 SHALL BE� FUSH ON JOINT- PIPE - � - - - I fX /ST /NG GR...... ............... ..... .............. .... Tp_1 - - _ - - - 0 =N0: TEST BORING -_ -.� .: �`. ���_ -3` nrlN. C�OVER��� T P -2 --- - -_ - -_ �� 190.73 LF OF 24" C905 PVC :SD ®0.5% : : 213.92 LF OF 24" C905 � PVC SD ®0.5:: ' .... �. 586.98 LF OF 76" C905'PVC'SS'O'0:5 %. 214.31 LF-OF 16" 0905 PVG SS� ® 0 .� % ..... .:.... ...............:. ..:... ..- APPDX. BOTTOM ' � APPDX: BOTTOAf OF ,TEST BORE. OF TEST BORE GROUNDWATER LEVEL . , NOV. 18,. 1996 GG p,. ZIM,HF ' � oe wnaHk, 9 cQ �_� o APPDX. BOTTOM `0 lOF TEST 'BORE .. , ... :. � Y e � p e �`� . : : 8 4�asrexc° G�? S /ONA1 -Eck .....:..........:........ :........ : :..... EXPIRES 3 q. : SDMH #'S NEW 48 SDMH N 190950.0422 E 1304434.8664 RIM = 264.00 IE 24" E = 252.86 ..... IE 24" SW = 252.75 8" WAFER MAIN FROM N :190944.7206 TO N 190899.4896 " " 'E ;1'304'495:7206 ' " 'E '130'4306:1071' ; " " " " � I .... .I... : SHALL BE RESTRAINED JOINT PIPE AND FITTINGS NEW 8" DI WATER- MANN WITH POLYWRAP F'* .:................ .. w.... W 86.73 LF OF 24" C905 PVC SD ®:0.5% - _ -. N �y� _ 86.73 LF OF 16" C905 PVC $S ®0.5% N ALL WORK ON THIS SHEET IS SCHEDULE "A" `' PROFILE SCALE HORIZ. 1 " =20' ....:......VERY;. 1 " =1:0' .. .... .....:.........:.........:..... . � 1 1 . CD; -- =i�aa3 SCANNED DEC 1 B 1999 ..:27.0....:..... X260....:..... .:250....x..... 1 ...:.........:240....: