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HomeMy WebLinkAboutS-216202ti g N- a P 3 0 N �� < ill• r � z �i N � m cfl s� N y g {QN N i �^ i O� N ' I O � �� � Z � V yW W a® z � � tii m� Q� QZ J yQ � N� W W O Y "Z � � a° o° c z �: .7 3.a �z �- �w HeWeyy a s I+t � o �o m sE c �i `� c vd a� S 4` � s� � 0 �� o �� �� a � ��� 9 i 1111 _, rn N\ /n I -r*- -, l 1 ! ' MoN. IN CASE ci"' I f, I i � ` � , � z �� �` � � HDA BENCHMARK "BM -19" / / ( / � / � � N 191284.6698 � 1 � �, I . ' � I I cv II �` � E 1304026.6393 O I I y � II � ` /� ° � � `� `" `" SET RR SPIKE iN NORTHWEST / ( / / ( ' LE. 24 °CONC.(SE)= 229.77 � a1 / I (� I � z �� � _ � � "p `````a w FACE OF A DYING 12" ALDER / l I l � 1 1 � N / /'� J ' I p � � z o ���, � ``� _ ` 12 "ALDER ,` ELEVATION = 241.58' / � � � / /( J / J �/ d- O � - Q � NOTE: I / / 1 h I cV � U U � U ` ; - - - �` FILTER FABRIC FEN E SMALL l l . / j I l\ i I // �y N N O ` 4 - _ '_ _ \ � BE CONSTRUCTED �ND IMAI/JTAINEQ l l l (/ CB - / N J II ,.� � 12 "ALDER -, y "CITY- OWNED" ALONG DOWNHILL DG� 0 CON TREI l�I V RIM = 239.81 �� / / ut) i � °' � �' �`' ` fl \ ,' SLOT 4, WELLS SHORT PLAT EASEMENrs To PgorEFT �VETLAr�O /a1CJ0 /f � ( � Q U � - - �` \ � � J WOODED AREAS. ( I / I / LE. 8 "CONG.(SSW)= 238.01 0 / // � 1 °� / \ `�� 12 "ALDERL:. \ ti Q � / / 1 / / Z / c.v / -,- - - �, � ALDER c � _ __ � z DEFLECT 18" D./ HDpE SS/ / / � � i � p � iD r - .� / Z U � \ � � � w FROM NARRO Tf�ENC��jHH TO l / �� / J / / �/ � � / -' � -L / � Z i \ 9 ��(�j. � - - 240 � �- NEW SSMH �3. 9EFI.)= CT10f� l / // J R� EX SSMH "A" o' / / � -1 . ( g � � 1\2 "DECO _ _�U`� � y SHALL UTILI E A MI11111MUM / / RIM= 242.21 �� / i / � � J� /yI�LL�/- '{�`,��'�;J / ^- R�.y'� - - - - -/ \\ �9,Q��� -'- Z Z TP.ANSITION�JF�00 /FEET.// �// /l 12 "(E,NW) 10 "MAPL / / I 1 '� � - - - -'d � `- - - -_ -� � z l � Ohl / l //i CTR. CHANNEL = 230.16 / - HOUSE I ,'�� -____ _� � u� a I �. i f 1 1 o f � / � � J z ��.` 2x6 "ALDER _ - - _ = -- '�` " - -- = j / � � � / / ry l 8 "FIRS / / :k / J cv _ `, /._�.---- � - %� -/ -- ���L�1 /' � � � / / / / 2X8 "HEMLOCK / i � z U -NEW /8 "�O, .HDPE SEWER " p - � � / / � i / / / ! -_ h O U - -- -� o � - / / / / // /I M/ / / / ASPHA`r - _ -f U CSI x d' ANGLE POINT IN `1,8" � �S �� � / � � � � / ' / / / / l l/ \ / / / DRIVE - s- 1ITNrT Eas !i1( O.D. HDPE SS L/Nl''� � - 7' -��� i ANGLFyP01NT�lN'1�" /� /� / / / / / �, � O';IF"IR I � Fl � 1�" J� � 0. D! HD9E�5� L?NE �7E � / � / 3911 } / . / Ss �, /rGARgCE / � N 1911st.osm />c� ; � 0 � W19Y04��`�60��� /2z6' I�.,L'i / / / / / � W/ p 61 lN`iJi� / � / - � _ J/ / � � / /E 1/30�985,6894� / i �t+� �� 1 17 / / / � / 2 8 "FIR / N \' - /�- - E- i39398B:82e9- � i � � GJ� R\M /$ GO f�� /+ / / � 1 _ � e - - .- - - - XEST/H�]R�IG / \�' \// / //. / / � / J-- -- _� Np_EAS IvIENT .�. - � / / / / // /s -% /Ls! // Sy VVV /S`/ / g/ `"� - - ° �' ` - �'- TRENCH PLUGS �� �-� _ / � � �OC� 2D`1' �7/ / % AGARAG E � ` 20' TEMPORARY n L1 "" . w / / � _ _ / / /- LBB_ 7 �- / b- � j • / / / // / /� / / / / / / / • � / � � _ tk G/ / / , / J C9MSTRUCTION EASEME ( { ' (J ANG �OMIf'Iht"28" / �- t� � ro Fk,�.� / / / � / � � ! 1 4 "FIR � � �,•f � w O.D. HDPE SS LINE NEW 0.0. HDPE S �M / glljGL/F /P011GT 1�'+/ 28/ / / / / / / / � "j � / / i / ao � _ % /, / / /�d, � _ _ _ �' � �'- (J 191191.1139 / / � -'- / 4.D. HOPJ` SSA LINIf / / / / / / / / w �,�,� � / \ � v� , � ,p / E 1303984.5210 / / / ,/N f9f045.5�t0 / /fs' f}il ,fASEf�E�1 / / � / / , =`30 "FIR / z / y O� / � / / i /130398338$4 / / �/ // / / / /// / / / / /�"V _ / / / � %• /� / / � 12 "FIR 8 EDAR � 2�� � o/ � / / / i / XLL O / � / � P� DEFLECT NEW LAWN. � h� X X.L_X.�_X -.L- � / STORM AROUND .y rL > / / �` NEW SSMH 2 CONTRACTOR TO PROTECT , / / / �, RuSN # GARAGE 1 ADJACENT TO D �� � 4' MESH / / / ,/ 2�5. ABANDON EXISTING CB TYPE -2 5 F00T EASMENT AREA. NEW s' 610E sEwER (nPlc�u) HDA BENCHMARK "BM -18" / RIM= 243.09 ST 5 / O /.. LE. 15 "CONC.(SE,NNW)= 234.89 SDMH SET RR SPIKE IN EA / / � 1 , ELEVAOOF A 30 6018 / / / RIM = 242.56 .. _ .. _.. _ N = 1 ' '" / � EX SSMH "B.. LE. 15 "CONC.(E)- 235.96 Nore �� / -' " � I.E. 15 "CONC, NW }= 235.86 SIDE SEWERS SHALL HAVE A N.'iN. 7 / / /�!_� RIM= 243.49 SLOPE OF 2% FROM THE SEWE.k MAIN i/ 12 "(SE,NNW) TO THE ADJACENT PROPERTY L/�25. NOTE: / � � CTR. CHANNEL = 229.74 SIDE SEWER STUBS SHALL BE a FEET ALL UNDEVELOPED AREAS WHICH ARE � / u� DEEP AT THE PROPERTY LRJE IF °OSSIBLE. DISTURBED SHALL BE HYDROSEEDED. _ ALL DEVELOPED LAWNS SHALL BE SSMH 1 RESTORED WITH SOD. E 1303936.9951 R!M = 243.49 IE 12" NW = 229.74 fE 1b" SE = 229.74 0 .....:.......2.4.0....... 1�__I GG p. Z)'v,1, f �?Ql4w �OF WAS/y4�.C, .+ 0 � �N Y1 �78 �� QOi9TEPt� �� S'`�' /ONAI. ECG EXPIflES 'fj Q � ! SCALE 1 "�20' CITY BENCH MARK ,}266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH Si d: Jones Ave NE. DESGRIPTION: 1/8" copper pin on 5" dia. round coot. moo. 0.2 feet down !n moo. case. M: - - -- � - - VJ . LeJ e (fs W 170UNDWATER:LEVEL � NOV. 18, 199Q � I F ®MIN. 0.5% BETWEEN SSMH #2 � OF. TEST BORE � J AND : SS'AH #3 ........: .... 2.3.0...' ....:.........::..:... .�.. ;_ i_ ... ....:......... ...... ...... ......... ..........:..... E1SCZOE........ ....... ...... .......:.........:. PROFIL :� � 17.13 LF OF: 16" 0905 P.VC SS ®l.D% � � - HOf21Z�. _- SCHEDULE "A" WORK VERT. 1 " =10' . 72 LF OF i6" c9os Pvc ss ®i�:a% ALL :WORK QN THIS SHEEN IS: SCHEDULE "A" � ®/� •SCHEDULE "A" WORK 29 LF OF 16 0905 PVC SS 9 0.4% 1 ..:......::....:. �L. �. O :......:.........:.........:... .....:......... ... .....:.......SCHEDI/LE.•,A,. WoRK... ..:. ....... .......... ..... :.:.........:........ ..... :..... .......... ......................: �� . SCHEDULE "C" WORK WiN/a- I% -2/d2 S£E SHEET 13 CL> ; ,5 - a /6aoz SCANNED DEC 1 ®1999 • . 1 1 REMOVE EXISTING MH A,VD REPLACE WITH NEW 48" MH WITH OUTSIDE ' DROP SDMH �2 N 191303.0623 SSMH 2 �_ NEW 48 SDMH E 1303999.7718 NEW 48" MH N 191001.6324 RIM = 242.501 N 191285.6642 E 1303982.9455 IE i6" SE = 236.87 E 1303987.7751 RIM = 258.u0 IE i6" SW = 230.04 RIM = 245.00 THE CONTRACTOR SHALL PROVIDE IE 24" SE = 250.13 !E 16" NW = 230.03 IE 18 "O. D. S = 237.15 SHORING PER THE SECTION 7- 08.3(1)B rE 24" N = 250.C•S IE 16" NE = 237.05 OF THE SPECIAL PROVISIONS. (TYPICAL) � CB �1 SSMH �3 NEW 60 TYPE -2 N 191309.1743 N 191284.6598 NEW 48 SSMH E 1303981.8320 E 1304026.6393 N 191004.1776 RIM = 242.801 RIM = 242.21 E 1303988.2820 IE 28 "O.D. S = 236.90 IE 12" E = 230.16 RIM = 258.00 IE EXISTING 15" SE = 235.31 IE 16" NW = 230.16 IE 16" SE = 250.04 IE 24" NW = 235.20 IE i6" N = 250.14 ........eX - ce ................................................................................... l�i�lf32 ........................:....:. ...................... ......... ......... . E 1303967. t 224 �' RIM = 243.09 ' IE 15" SE = 234.89 - � :.:......IE /5" NW = 234.89 ..... ............................... .................. ............................... _ .......:.........: ...:.......... .THE.PR.OP.OSEJ. HDPf.STORM.AND.... ............ - HDPE SANITARY SEWERS LINES SHALL - ' HAVE A MINIMUM. COVER OF 4 FEET ' AND A MINIMUM SLOPE:OF 0.5% FROM CB�f AND SSMH�'2 TO SDMHf'2 r- � � AND SSMH #3. I-' TEST BORMG ' W TRENCH PLUG HB -i , LEI N 191185.7205 � �: :_ E 1303985.7247 � TRENCH PLUG � � N (SEE DETAIL SHEET 18): GRpUK � i EX1S11NG £ 1303985.4902 ✓ i � .� :� � (SEE.DETAII SHEET 18) i � � W - - APP03E- fi01TOM - - - - - - r - - - - - . � (/(iQ - - - - - - �- -rT - , - - - - '- - - - - - - - - - - - - - - - - - - 304 LF OF 28" O.D. HDPE SD - _ •- / � ®MIN. 0.5% BETWEEN CB; �1 � ..... • I ... ..............I..I.....:....... ,, .... ...AND $DMH.I12..................... � � ................ .. .�.... - -- -. - 276 55 LF OF 18" 0 D HDPf SS ...................... - 1�__I GG p. Z)'v,1, f �?Ql4w �OF WAS/y4�.C, .+ 0 � �N Y1 �78 �� QOi9TEPt� �� S'`�' /ONAI. ECG EXPIflES 'fj Q � ! SCALE 1 "�20' CITY BENCH MARK ,}266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH Si d: Jones Ave NE. DESGRIPTION: 1/8" copper pin on 5" dia. round coot. moo. 0.2 feet down !n moo. case. M: - - -- � - - VJ . LeJ e (fs W 170UNDWATER:LEVEL � NOV. 18, 199Q � I F ®MIN. 0.5% BETWEEN SSMH #2 � OF. TEST BORE � J AND : SS'AH #3 ........: .... 2.3.0...' ....:.........::..:... .�.. ;_ i_ ... ....:......... ...... ...... ......... ..........:..... E1SCZOE........ ....... ...... .......:.........:. PROFIL :� � 17.13 LF OF: 16" 0905 P.VC SS ®l.D% � � - HOf21Z�. _- SCHEDULE "A" WORK VERT. 1 " =10' . 72 LF OF i6" c9os Pvc ss ®i�:a% ALL :WORK QN THIS SHEEN IS: SCHEDULE "A" � ®/� •SCHEDULE "A" WORK 29 LF OF 16 0905 PVC SS 9 0.4% 1 ..:......::....:. �L. �. O :......:.........:.........:... .....:......... ... .....:.......SCHEDI/LE.•,A,. WoRK... ..:. ....... .......... ..... :.:.........:........ ..... :..... .......... ......................: �� . SCHEDULE "C" WORK WiN/a- I% -2/d2 S£E SHEET 13 CL> ; ,5 - a /6aoz SCANNED DEC 1 ®1999 • . 1 1