Loading...
HomeMy WebLinkAboutzS-2162Seti I'1►` Li EAST Km.:ll%NYDALE SEWER INTEn"'*CEPTOR i SURVEY CONTROL }m NOT TO SCALE CALL BEFORE YOU DIG 0 THE 448 HOUR LOCATORS p.ZIMy � �yQ�G� ofW�wo9� - 800 - 424 -5655 sS�ONAIG�C+ EXPIRES 3 ff R-5 WWP 2, -JI62 HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS BASED ON CITY OF RENTON MONUMENT # 266 AT THE INTERSECTION OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591.0280 AND CITY OF RENTON MONUMENT Q 1839 AT THE INTERSECTION OF NE 20TH ST AND JONES AVE NE N 188877.7390 E 1303565.2370 UL;zi RECOMMENDED FOR APPROVAL NOT TO SCALE N C*" m To SCHE ®t sl F WAS WATE UTILITY N \ 1 &s¢ ELI SCHEDULE SURFACl ATER U77LITY DA 7E SCHEDULE 1'Iftwi. C-pdw tui is% itgs SHEETS WATER UTILITY DATE n N 1 CC DATE 3:: Lu W INTE CE SERVICES DIRECTOR , DATE Lu V LLi :E cc \ z occ z LU 1U ME W =uj In Lu m .c Rca z Lu co CC 0 yam.. 2 z cm p Y g zy co Q Liz - no C V z � ® O 3,E � a w vE z mE E_i c oy a� 4- � a 3 0 3 o � T'll. i I'1►` Li EAST Km.:ll%NYDALE SEWER INTEn"'*CEPTOR i SURVEY CONTROL }m NOT TO SCALE CALL BEFORE YOU DIG 0 THE 448 HOUR LOCATORS p.ZIMy � �yQ�G� ofW�wo9� - 800 - 424 -5655 sS�ONAIG�C+ EXPIRES 3 ff R-5 WWP 2, -JI62 HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS BASED ON CITY OF RENTON MONUMENT # 266 AT THE INTERSECTION OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591.0280 AND CITY OF RENTON MONUMENT Q 1839 AT THE INTERSECTION OF NE 20TH ST AND JONES AVE NE N 188877.7390 E 1303565.2370 UL;zi RECOMMENDED FOR APPROVAL NOT TO SCALE AfAy / 1`Kib SCHE ®t sl F WAS WATE UTILITY DATE SCHEDULE 1 &s¢ 5% 11 yB SCHEDULE SURFACl ATER U77LITY DA 7E SCHEDULE 1'Iftwi. C-pdw tui is% itgs SHEETS WATER UTILITY DATE FUTILITY SERVICES DIRECTOR DATE 5 11 1-m INTE CE SERVICES DIRECTOR , DATE ROLL 161 0 0 4 �t 4 NE 28th ST NE 27th 2 3 4 Z W 2 2 N` 6 24th ¢ ST Q � QI W W x a W NE 20th ST H 2 NOT TO SCALE SCHE ®t sl F "A" SHEETS 2 -7 SCHEDULE "S" SHEETS 5 -12 SCHEDULE "C" SHEETS 13 -15 SCHEDULE "Do SHEET 16 DETAILS SHEETS i7 -1018 ti 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 $DMH.I12..................... � � ................ .. .�.... - -- -. - 276 55 LF OF 18" 0 D HDPf SS ...................... - 1�__I GG p. Z)'v,1, f �?Ql4w �OF WAS/y4�.C, .+ 0 � �N Y1 �78 �� QOi9TEPt� �� S'`�' /ONAI. ECG EXPIflES 'fj Q � ! SCALE 1 "�20' CITY BENCH MARK ,}266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH Si d: Jones Ave NE. DESGRIPTION: 1/8" copper pin on 5" dia. round coot. moo. 0.2 feet down !n moo. case. M: - - -- � - - VJ . LeJ e (fs W 170UNDWATER:LEVEL � NOV. 18, 199Q � I F ®MIN. 0.5% BETWEEN SSMH #2 � OF. TEST BORE � J AND : SS'AH #3 ........: .... 2.3.0...' ....:.........::..:... .�.. ;_ i_ ... ....:......... ...... ...... ......... ..........:..... E1SCZOE........ ....... ...... .......:.........:. PROFIL :� � 17.13 LF OF: 16" 0905 P.VC SS ®l.D% � � - HOf21Z�. _- SCHEDULE "A" WORK VERT. 1 " =10' . 72 LF OF i6" c9os Pvc ss ®i�:a% ALL :WORK QN THIS SHEEN IS: SCHEDULE "A" � ®/� •SCHEDULE "A" WORK 29 LF OF 16 0905 PVC SS 9 0.4% 1 ..:......::....:. �L. �. O :......:.........:.........:... .....:......... ... .....:.......SCHEDI/LE.•,A,. WoRK... ..:. ....... .......... ..... :.:.........:........ ..... :..... .......... ......................: �� . SCHEDULE "C" WORK WiN/a- I% -2/d2 S£E SHEET 13 CL> ; ,5 - a /6aoz SCANNED DEC 1 ®1999 • . 1 1 i i mac, n g `� S N �? �� 3 (V `� 1 �� e r z V E a � � � \ 1 �v � CO S� 8° WATER MAIN FROM � I .... .I... : a gCl E 1304306.1071. E 1304248.6409 SHALL BE� FUSH ON JOINT- PIPE - N I a ^�U? .:................ .. _� w.... W 86.73 LF OF 24" C905 PVC SD ®:0.5% \ \ N \ � �S �; � N �y� _ I � �C � � � \ � � � o ti � - _ � � � \ \ \ \ m � ® \\ \ � \` � \ z, � _ \ � � � � � � � � ` REGRADE SLOPE AND PLACE 2 -3 MAN ROCK AS DIRECTED �7 ,L�jO � W� d X � o \ 1 \� � � � � � \\ \\ \A \ 1 ��\ � \ ��` � �� � � � � -�� -.` NOTE' -� 8Y ENGINEER �, _ � ���� "y�.<_G_ _ ___ BR >� Z Z �= W V - \ o \ \ \ � \ ��$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 $S ®0.5% N ALL WORK ON THIS SHEET IS SCHEDULE "A" `' PROFILE SCALE HORIZ. 1 " =20' ....:......VERY;. 1 " =1:0' .. .... .....:.........:.........:..... . � 1 1 . CD; -- =i�aa3 SCANNED DEC 1 B 1999 ..:27.0....:..... X260....:..... .:250....x..... 1 ...:.........:240....: N 1 I I 3 C>- H NOTE: GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN D I U a ' > M FILTER FABRIC FENCE SHALL ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL CO �I Zz W W Ci BE CONSTRUCTED AND MAINTAINED ALONG DOWNHILL EDGE OF CONSTRUCTION BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF THE CENTERLINE OF THE PERMANENT EASEMENT. HDA BENCHMARK "BM -10" M I �:C) - - -- �� LLI M EASEMENTS TO PROTECT WETLAND AND THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST D I ' W W WOODED AREAS. ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE FACE POWER POLE, M F Qo Z STANDARD SPECIFICATIONS. O N E. SIDE ABERDEEN AVE. N.E. � N m Uj z g W 220'± S. OF N.E. 27TH ST. PARKS ELEVATION 285.43' C w CITY PROPERTY r! W 3 N LUW 4CC 20' TEMPORARY Q� V) ' ■ae IM Q !Z W W CONSTRUCTION EASEMENT BRUSH o - - - -,p --- - - - - -- -- ti� -- BRUSH �w ? >S\ 15- UT41TY EASEMENT- z LAWN © LAWN PG' I CL z IT) gn - 15' UTILTTY,EASEMEW' / \ �TES,T BORING \ \ \ \ \ \ \ GRAS$ - \ \ , \\ \� R/R TIE RET. �W \ .� pP \ 4 I - -- = -J - - - BRUSH 3 LE VC SEWER \ \\��- �� -// -- - - - / - -- -- - -( -� p - _ -i - ---- -��+f�\ -- - - -� -- \ I `I �® Y l ' - - - -\� -- - - - - -, - - -\ - - -- - -i -` \ S MH #8 ® /�f /� r Z SMH #9 o I yt�, - _ _ _ _ _ _ N i 909apa097 - I \ \ \ ` \ \ �) NEW 2�" PVC STLkM \ 7INSY111 2PVCE 1304515.6721 1 -8" GATE VALVE (M.:. J) LAWN 8 _ 8' VC / 55 ®0.5% AN P O.JIWNi 8" DI WATER N 1909267 745 \ \ E 1304yyqQ����((�77OS I y ao �6 O BRUSH IE OF 8" AT CAP = 265.64 INSTALL SUK<'ACE CLEANOUT TO EtXISTING GQ I reel "' Y o « q s , INSTALL NEW 3/4' METER AND METER tOX J � NEW k' SIDE SEWER AND CONNECT EXISTING WATER SERVICES W - - -.. -- I£ OF 8 AT C.O. = 275.20 J I \ I° 7 % NYY = - ` 0 Q E TO NEW 8' WATER MAIN. LOCATION Q TO BE FIELD ADJUSTED. AFTER CONTRACTOR (C j- ------- - - / - - -- -- --- -- -- - - -- I I° /I / I / / -0 7u - C z =- o E„y 3Q v LOCATES EXISTING SERVICES. C JM. ST NCHIONS �„ HDA BENCHMARK "BM "i` JT NOTE: - 25' TEMPORARY CONSTRUCTION EASEMENT �' SIDE SEWERS SHALL HAVE A MIN. OVERHEAD POWER AND TELEPHONE MAY REQUIRE \W r- \� 3 ' N �,; E-+ �a ,_.., w a SCALE �� =ZO - SET RR SPIKE IN NORTH SLOPE OF 2% FROM THE SEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM TO THE ADJACENT PROPERTY LINES. CONSTRUCTION. FOR CUT IN: N 190936.8983 I\ E o \ 3 �c `- - FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5605 I , 4 f pp� v E SIDE GRAVEL DRIVEWAY, OPPOSITE NORTHWEST CORNER, HOUSE #2623 6 "x6' TEE (MJxFLj W/ CONC. BLOCK I I \ \ p�1 z b � _ 1 -6" GATE VALVE (FLxMJ) CITY BENCH MARK 1266 ELEVATION: 247.87 FEET ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ! 2 -6" RO -MAC COUPLINGS bl TO STL I I T \ LOCATION: Intersection of NE TH ST & Jones Ave NE. NOTE: CONTRACTOR SHALL LOCATE EXISTING LOCAL WATER SERVICES TO HOUSES ALONG EASEMENT 6 "x8" INCREASER (PExMJ) PER DETAIL ON SHEET 18 I I \ \ DESCRIPTION: T /8" copper on 5" AREA AND KEEP THEM IN SERVICE DURING • s d(a. round cono. mon. conc. 0.2 feet down In man. case. CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSFERED TO THE NEW 8" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK N 190940.6635 E 1304940.4257 - a - AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 282.73 BID ITEMS. IE 24' SE = 255.66 IE 24" W = 255.53 - SDMH #6 NEW 48 SDMH N 190936.8983 SSMH 9 NEW 48" SSMH Z O M - g N 190946.0820 E 1304646.3433 SSMH 8 �;;, ^,�;;£ TO EXISTING SSMH #7 NEW 54" SSMH WITH INTERNAL DROP 6" STEEL WATER MAIN 54 SSMH WITH INTERNAL DROP N 190945.6745 N 190944.5756 E 1304944.4222 RIM = 282.73 RIM = 273.58 IE 24" E = 254.09 NEW N 190950.3428 E 1304908 -0705 IE 16" SE = 255.65 IE 24" W = 253.91 E 1304656.4237 RIM = 285.00 IE 16" W = 255.55 RIM = 273.58 IE 16" E = 255.39- . IE 16" E = 254.05 IE 16" W = 255.29 IE 16" W = 253.95 IE 8" S = 275.00 (Internal drop can -iection - IE 8" S = 265.60 (Internal drop connection to be stubbed out of manhole 20 LF ® 1.0% w to be "tubbed out of manhole 8 LF 0 0.5% and capped) � - o m \ - and capped) o - �y o a tj ° 290 290:..... :.. ............... ................. .... ... ......................................... :.............................. :........... - - -- 06.. ...... o� �.X3 . ........ ....................... a : 8" WATER MAIN FROM 8" WATER MAIN FROM �¢ a pp N 190944:7206 E 130449$.7206 N 190936.8983 TO : N 190944.7206 E 1304924.5005 E 1304495.7206 _ -. -. - ... ............ ......:.. 8.0...:... :.... _ ....... TO: ......... .. ...... .........:......... .........:..... .......... - - - - - - - W o N 190899.4896 - E 1304306.1071 - - - - EXISTING GROUND_ _ - - - _ - - - - � 3' COVER MIN x r m in (y SHALL BE RESTRAINED DINT PIPE AND FITTINGS N 190944.5097 E 1304515.6721 TEST BORING :8-11 - 8' GATE:VALVE (MJxMJ) _ _ _ - - - - - _ 6` MINIMUM CLEARANCE BE ­ WATER AND GAS . 7 0...:.... � 7.a ..�.... ::........:......... .. ...........................:..� _ :' -.� _ ............... ....... ......... .........:..698 LF O-DI, WATER. MAIN... ......... ......... ......... ... ..... ......... .........:.. W (� - - - - --- W W - - - - - - - r - - - : :........:..... ......... ........... .... N ....... 60 :... - .... ....260:. .. (n 209.51 .................... .........:........:........:... LF OF 24" C905 PVC SD 0 0.5% . .. .......:..... 288.13 LF OF 24" C905 :PVC SD ®0.5% _ ; . 47 F OF 1 905 PV ®0 5 31.56 LF OF 16" C905:PVC SS ® 0.5% Z W 219.52 LF OF I6" C905 PVC SS 0 0.5% ..... 250:.. tn .....:.........:.........:....:....:.........:....... ..:.........:........:......... ................................ ............................... .....:........:.........:.........:.........:.........:.........:.........: ..................:.........:.. .................:.... APP X. BOTTOM OF T BORE TES p.ZIM�F „A„ 2162 ALL WORK ON THIS SHEET 'SCHEDULE 2 4Q ....240 :......:..:.:......:: .......:....... ................... ......... .. PROFILE SCALEP�' HORIZ - 230: :...... .. :.: :......... :... :........... VERT :.. .. ... :...... :. .:(..EXPIRES. /3�9.J .I..:... ... ...:.. ..:.................. : ....a.........: ...... ..... 23O ......... Z .:...... WwF ........... .:. .... ..... .... ... .: ... .:....... .... .. ..... .... .. 5- X16204 t C� ID ; S- , 6� 0 ta SCANNED DEC 10 1999 „, L L N �� m N N g N / CONCRETE / 1 / a� BUILDING / 1 1 / I CONTRACTOR SHALL LOCATE EXISTING SEPTIC L 0" INE N �' TANK FOR RECREATION BUILDING AND ABANDON \ l o SCALE I �� =20' L O x BY PUMPING OUT TANK AND FILLING WITH SAND. ` CONTRACTOR SHALL THEN CONNECT NEW SIDE l NOTE: 1 / > W F SEWER TO THE RECREATION BUILDING. LAW EXISTING LANDSCAPED AREA, 10 "PIN �\ sH PLAY AREA AND SAND BOX Ql Z W (W� ELEVATION. 247.87 #266 EET R 288 - - - \ J TO BE PROTECTED. �y !� LOCATION: Intersection of N£ 28TH ST )_VCl gI 45' SEND WITH SURFACE CLEANOUT - rttr\\�urP.RY TREE MA9�8 / W W & Jones Ave NE 8 "FIR 10'FIR REMOVED IF N CESS Y DESCRIPTION: 1 8" co _ _ SIDE SEWER SHALL HAVE A MINIMUM FOR CONS CTI Q / copper pin on 5" �iV.j (INCIDENTAL TO SIDE SEWER) � t 2 SAND O - 0.2 round coon. moo. G� SLOPE OF 2 %. I N _ 0.2 feet down In moo. case. 14 "FIR I - - - -' - Ilk _ - S SAND o- 3 " V I �` `i c \\ z N 0 M W 18 FIR 12'IFIR 16' FIR / I^ - - - \ / - - - - _ - - - - - - - ` PAY' LIMIT FOR \ (CONTRACT LL RELOCATE I III (.1 � � / I / - - _ _SOL REST ATiON ' to 12 �RYANB WA 3 d� Q Z W REMOVE EXISTING CHAW LINK FENCE > 10 "FIR i I // 1 "MAPL — ` \ AffMODA W S. C // LAWN J FABRIC FROM POSTS AID ROLL OUT / / ( \ " V 14 iFIR I / o - - 1 ,C:HFRFt'L �"Q Q OF WAY DURING CONSTRUCTION. CO 1 FI 2,x10 "FIR ) / -- Q 12 "CHERRY 10 "PINE / ® CONTRACTOR SHALL REATTACHED FENCE N / � U � \ SSMH 10 \ _ _ _ _ _ _ _ I Z AFTER CONSTRUCTION. / / \I"1I� R p i1 \ \\ / ASPHALT \ \ - - - SSMH f/11 t� Z 10'`D iitiiii �FFF �IIf x o \ \ CV CC W 22 "FIR 1 X �) \ \ / Uj ® Y \GJLj� i - _ _ "F N SDMH Jj8 SDMHi9 / g Z f \V\ l 4 'FIR S . IR NEW 16 � PVC SEWE �` ! - _ PAY LIMITS FOR SOD R TORATION - -�, - - 1 - - 2-1/2"/ W' \ - - - - W \ 12 "FIR FI \ —� =1/2" W �— - - - -- W­ 8E PQWE� I / 5x7 "CLUSTER \ 6 FIR FIR 10'CHER Y \ / \ / EXISTING ASPHALT PARKING LOT - NOTE: L - - - - - - _ - -/ N \ O \ - ' 8" \ TO BE OVERLAYED WITH 2" OF ('3 / w BASKETBALL COURT SHALL BE \ CLASS B ASPHALT S �1 EXISTING G E 70� PROTECTED FROM DAMAGE. ANY u \ 24 "FIR\ 6 FIR i 1 1/ REMOVED, SA V D ! E DAMAGE TO THE COURT SHALL !� 0 o � � \ _ ' FIR 18 FI � �\ EW 24" PVC STORM _ - - - - \ � O REQUIRE THE ENTIRE COURT TO N o y 14 ",16 "CHERRY \ \ 1 �� -V% \ _ _ ' - - - _ `' HDA ENCHMARK "BM -9° BE REPLACED AT THE CONTRACTORS Z Q� 265 a I EXPENSE. SET A PK NAIL IN EAST ED ? o E jt`r� — _ THE GRAVEL AREA NORTH OF THE Q CENTE LINE GREEN PA NTEC - C~ 3Q /� INGJ M!— — )ASPHALT PARKING LOT MA BE USED BASKETBALL BASK BALL COURT IN - �$' FIR Z ° ' CITY PARK / c�EpR —" — — — \ / BY THE vOY..TRACTOR FOR A bON.STRUCTION w I COURT LIONS- CLUB PARK W aw PROPERTY // -- - 1B' IR STAGING AREA\IF'THE CO TRACTOR STAGES N J 1 IN THIS AREA, THEY SHAL CONSTRUCT A TEST BO IN I ELEVA ION = 284.98' rna V• / i / I TEMPORARY ENTRANCE TO ABERDEEN AVE NE B -2 LAWN � I S E % / ^ / / i x I AND FENCE THE ARt A T S .WORK SHALL BE �I1 z o o / / �� ! CQNSIOERED INCIDENTAA�.� d inn E -- — BRUSH( TEST Bi G 1 O "C R 3 x \ B -8 \ SH d NOTE-, EXISTING ASPHALT PARKING LOT I d0' \ ® / TO REMAIN OPEN TO PUBLIC �- NOTE: o \ 36 "1 APL I 'MA GEARING E I/ \ \\ 11 THROUGH THE PARK. 3l: CONSTUC ON O LIONS PARK AND ITS UPARKIING LOT SHALL TAKE "s PLE \ _ �� \ d PLACE IN THE LAST THREE (3) WEEKS OF - AUGUST 1998 OR AS APPROVED BY THE ENGINEER. _ - - - - -- =���- P - - -- 6 "PVC FM �' / = i 6 „PVC FM 6 „PV( \ ' o_ \ a \ ,W \ 6„ W _ > I 1 \ \� \ 6 i o I (n <�� n SSMH 10 NEW 48” SSMH SSMH 11 SDMH #9 N 190680.3080 i!r N E 1305050.7857 NEW 48” SSMH 4 SDMH ,f8 RIM = 286.00 N 190475.601? z E 130504277545 w NEW 48 "" SDMN E 1305047.7$12 ° N 190680.1957 IE 16° S = 257.15 RIM = 285.05 RIM = 282.73 oZ rc E 1305044.6626 IE 16" NW = 257.05 IE 24" SE = 258.25 IE _° IE i6" NE= 2588166 s = v RIM = 286.00 IE 24" N = 258.17 IE 24" S = 257.15 .... 290 : ............. ......................................................................... .............................IE 24" NW = 257.04 TEST. BORING ................................................. ............................... TEST BORING 9-2 STING G D ; :.... CC a B -8 _----------------------------- - - - - -- ------------- - - - - -- ------------------------------------------------------------- - - - - -- -- -- Uj �� EXISTING R011N I 280 :.........:... - - -- - - -- --- - -- -- 280 }: : m 270:.........:... _.... ...................................... ............. 3; 96.. ~ APPROX.: BOTTOM .......................... ............................... MAR T....... ......... ......... .... GROUNDWATER 270 CH' i3' : OF TEST -GORE :W N : 260 ; .........W ........276.55. LF.OF.14" .C9Q5 .P.VC SD..O .Q.SX........ : ......... ......... :' :... . 203.49 LF OF 24;" C905 PVC; SO 0 ( : ........... W 260 — -- -- — W .................... ...:.... 280.87 LF QF:16" C905 PVC SS ® 0.5.6 201.66 LF OF 16" C905 PVC SS 0 0.5%: o W APPROX. BOTTOM ; : Fn .... 250- W OF TEST BORE : N...... ........................................ ............................... ,.......................................................................................:.................... ...... :........................ ..................2.....:..... o � I ZIMy of� F ALL WORK ON THIS SHEET :IS SCHEDULE "A." 240: : �e e� vy ............................. ....... 240 ova � PROFILE SCALE SSJaan�EN��� HORIZ. 1 " =20' : 23:0 ... - : VERT, 1 ";-10' � .. 230 Z wwp a� -�/6i S — 1 2 5J Cc7 ; c7- 2/6?oS- SCANNED DEC 101999 hh 161. or, N (.0 N NPAY LIMITS FOR SOD RESTO N _ ` 7 �✓ Sy WII i / f = U1 0 - w ei d/ W z ' � W- P 11 W� 3� CT I I I I N °�---- - - - - -- --- - - - - -- � ----- - - - - -� - -- - - - - - - - - - - LAWN - - - -- �` / z �W W I // I , \\ zx/ /0\ I i1/ / lF �W W 10" INE 11 SSMH #12 NE 11 16" PVC SEWER \�� Z 0'C I I °w J EET 8 C� H /1 ly - Z 0 ZI / 1 \ IN I .1 60 ;+ I W d = EXISTING LANDSCAPED AREA, 10 "PIN 1 / I SDMH I #10 r n ♦ ♦ / W 2 W PLAY AREA AND SAND BOX QI // I I ANEW 2-4 •.,PVC STORM -� \` I I k I ti ♦ I I I \ I.E. 6 "PVC(SW)= 275.91 I!l Q TO BE PROTECTED. p l X CC M.4 OC Lu SAN D - - -- Sy W - - - S- - - - -� i 1 1� IAIbO� I 1 1 II IAVa9 J N W Y LIMITS W FOR SOD RESTORATION \ I i I _ SAND iv I / LAWN 1� z CONTRACT LL RELOCATE I // /// SOD SHALL BE PER SECTION N w W > ;�" WA dN I / 8 -02.2 OF THE SPECIA ;. PROVISIONS N O A�6QMODAr�tcv�vu�`-W W �;J 1;,5 LAWN REMOVE EJ05�TING CHAIN LINK FENCE g Z N - - - V - - - - I / AND REPLACE WITH NEW CHAIN LINK FENCE. 10 "PINE / I / NE11!�'2`HAIN LINK F£NC£ SHALL BE PER 8 "Mqp E .I \ I I, o W____- _ - - - -_ . / // KENNYDALE L10 'S PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. , nva� } SSMH #I 1 ` P� / / � i Lj 1 - a C SDMhJ.�'9 / �T NOTEI in I I r I 1 w _ I Sy CONTRACTOR SHALL NOT DISTURB YI ( I 1 W 3 °.., i _ _ 2 W TASEBA INFIELD POl?T10N OF THE s.c - _- � �"-W- -POW€R- 2 1 j2� /W sH 1 _ 7/2» W -��Sy < x� N O O u E I / 3ASEBALL ( \ I I z F 3Q---- --- - - --�/ - / - DIAMOND I 1 �+;7 S? COURT SHALL BE I 1 1 N E- �a FROM DAMAGE. ANY 29 LF OF 12" CPE x Ljj ' I W a THE COURT SHALL 1 I 1 1 1 N \ c SD O 0.86% 1 U 0.i �° = ENTIRE COURT TO HDA ENCHMARK "BM -9" LAWN CB z i 11 1` 14 i; E D AT THE CONTRACTORS ? =v SET A PK NAIL IN EAST EDGE, _ m F CENTE LINE GREEN PAINTED NOTE I _ z \E RIM = 283.23 z = CONSTRUCTION THROUGH THE KENNYDALE L I.E. 4 "PVC E = 281.83 / 11 BASKETBALL BASK %BALL COURT IN LIONS PARK AND ITS PARKING LOT SHALL TAKE O' PL '0 -c ° COURT LIONS CLUB PARK LE. 4 "PVC(jS = 281.43 z ELEVA ION = 284.98' PLACE IN THE LAST THREE (3) WEEKS OF \ X iz N AUGUST 1998 OR AS APPROVED BY THE ENGINEER. - s \ \ CB #36 z CB N2 p -SEE SHE Q 1 0 -- �7�� I Ali SCALE 1 =20 NEW CB TYPE-1 CO #26 SDMH #10 � NORTH THROUGH PARK NE 24th ST N 190153.6809 NEW 48 SDMH SSMH 13 E 1304982.0387 z N 190429.8550 CITY BENCH MARK #1837 NEW 48" SSMH WITH OUTSIDE DROP RIM = 284.50 E 1305197.5735 ELEVATION: 317.23 FEET CB 21 RIM = 284.60 1 LOCATION: Intersection of NE 25TH ST NEW CB TYPE -i N 190131.6149 IE 12" E = 278.00 g do Edmonds Ave NE. N 190149.0287 E 1305119.8955 IE 12" N = 278.00 N IE 24° S = 258.79 SSMH #12 DESCRIPTION: 2 -1/2" brass drsa on E 1305114.5873 1 RIM = 281.09 En : IE 16" W = 260.36 CB #36 fE 24" NW = 258.66 EW 48 SOMA- conc. man. 0.4 feet In RIM = 281.00 REMOVE EXISTING CB AND N 190432.7376 man. case. 1E 12" N = 276.00 ;E 16" N = 260.26 REPLACE WITH NEW CB TYPE -1 = IE 12" E = 273.00 E 1305122.6002 IE 12" S = 276.00 N 190184.9679 RIM = 284.60 0 E 1304981.4845 w IE 16" S = 258.77 CB 22 RIM = 283.23 o IE 16" NW = 258.67 NEW.CB TYPE -1 WITH VANED GRATE o� SDMH {'11 IE 12" 5 280.25 N 190155.9651 NEW 48 SDMH z v IE 4" E = 281.83 E 1305114.5873 ` m N 190135.5475 0 0 0 a RIM = 280.50 E 1305114.8344 IE 12" S = 276.05 RIM = 281.09 F 2.� 0 ..... . . . ............................... ...... 1 ........... ............................... IE .12 ". W .= .276.05.. .. ......... 1E.24". W. =. 260.38 ............ 290 :.. . IE' 24" N = 260.24 oc : _ o EXISTING GROUND JE 18" £ 276 14 - ------- -- - -- - -- -: if 12" N = 275.78 p----------------------------------- ------------ --------------- - - - - -- -- -- ------- - - - - -- --- ---- - --- w .... 2. 8- 0:.......' ..:.........:......... :....:....:...................: .....: ...... ................... --- .... .:.-- ---- ...------- - - - --- - ......:.... -'8 0:.... ... ............................... L 0 I x 131 LF OF 12" CPEP SD O 3.02% P m :..- .z- 7.9:.........: .....:.........:........:.........:......... :.............................. ... .......- ......................- ....- ....... 5 LF OF 12" CPEP' SO 0 1 0 %' � ............. w.. 270 1:1 ;.F OF 12" CPEP SD O 2.0% I LJ.� 82.23 LF OF 24" 290.32 LF OF 24' C905 PVC SO O 0.5% 15.9 4 V S 0.5% LJ W C905 PVC SD 0 0:5% N 260: :....2.6 0 . - ...... ............. 218 OS LF OF 16 C90 C SS O 0 5Y (W 2 6 LF C905 PC D® �..�." : �.. e . -..T. . , r.. r . -..- . - �-- . _ ..- . -..- 5 PV a .. . . .......:.............. - 29 LF OF 16" 0905 PVC.SS O 0 5 %: � 82.23 LF OF 16" 7.13 � C905 PVC SS -O 0.5% ;.. V► W 2. 5.:..,. N ...:.........:....... ..:.........:.........:........ :........ .:.........:.........:......... .:...... ...250:.... �Q�Ga o W ZIAf F ALL WORK ON THIS SHEET: IS SCHEDULE "A" 9 240: Z 41 240 ................... .... .......... .._... ..................- ..... a PROFILE SCALE s +�asato G.a HORIZ. 1 "=20' 1: EXPIRES VEIN. 17=10' zoo: z wwp- s7 -��6z 5 2 1 6 2 0 6 c SCANNFD DEC 10 199q R�,,O':LL;y 9 N m c�I N I I EX.CB CB 134 q NOTE: a (n N' 189959.2685 NEW C9 TYPE- I � , � , SIDE SEWERS SHALL HAVE A MIN. 280 E 1304886.0255 : N- 189899.3502 �` 1 \ \ SLOPE OF 2% FROM THE SEWER MAIN w ISTING 72" DIA. RIM = 272.20: E- 1304879.2679 9 136 CO #2 - \ TO THE ADJACENT PROPERTY LINES. WER LIFT STATION HDA BENCHMARK "BM -20" • - - - - - - - - - - - - • . RIM - =- 268.50:... Z J - Y SET RR SPIKE IN N.W. IE '12 "' S' = 2159:92 ' ' ' ' ' : ' ' ' ' ' ' ' ' SIDE SEVIER STUBS SHALL BE 6 FEET y Z ISTING I£ 8" E = 263.06 IE 12" N = 2169.92 I£ 12" S = 265.35 / I - i 1 Q DEEP AT THE PROPERTY LINE IF POSSIBLE. Z N W IE 16" W = 262.76 (CORE DRILL MAN OLE) FACE POWER POLE, (L o IE f2" N = 265.35 Z B O i ti 34 LF OF 16" C90� I FLL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE. W } ? 0 _ E I \\ P C SS ®O.S G _j r ? z L FT STATION REMAIN OPERATION OPPOSITE HOUSE 2304 Z W L - �T p CIRSN�i I N Ul � a N Z B -1 I ) R U = 11 =w U TI STREAM SYSTEM IS TESTED ELEVATION = 273.14 " u% V - _ I O_ I a N, (TYP C Z d o U o L NEW DOWN L DE SEWS A IN W W W : P£P ® O� < �i ap 1 I\ Q M o w w A D AN ED. w f.o% _ _ -� I \ LAWN U O a LAWN w z a �� 1' Qw - \ 1 \ LAWN �w 1 w w > w !- _ _ w Gj \ w LAWN H g Z�C 260: - Say Below ar U Z> ' �� III Z Q Q U Of >_ s 0 ` �`'> on OCC / U> 0' W d. - - x ° :.........:... Profile Con;.nunti \ \ I p Z - Z ......................... ..... ................. I i / Uo 9 � 9� -° \ PINE ) o a� x ' x �. _ '- 4 W W Z LU G NVEL I 1 GRAY \ 1 FFt o _ .P_ F y (9 Q y \ \ ! 1 \ \ \ \ \ 6.. ✓ CO WALK 'PROFILE: "A" seep fue Q W D \ GRA EL ( WN \ _ J ;' :................... ..... .... MON. I CASE I i E I J E� \ \ W CB y20 CB X19 ��lIJ' i , BE EEN �V . ; , . \ \ \ vs PLUG 12" / [� Q Q CB. 17 N 190t35.028� I 1 \ \ \ \ \ q O 23 LF OF 12" r G yIr Q : -J CB ' 18 E 1304002.425 1 I I NEVI 16" VC SEW -R \ \ /Y9 O STORM O T CPEP ® 1.5% / Z } - N 189827.8212 NEW CB TYPE -1- _ _ - _ - _ _ S MN.I #1M _ _� - R \ \ \ \/ ) 1 �T / �. E 1304882.1134 N 189772.4064: r - - - - - 4#5 1� Z : . . . . . . . . :.......RIM .= . 270.00.:.........:...... E. 1304879.1061:... SSMH CB 3 - - - - - \ d N ® Y : IE ;12" E = 265.00 RIM 270.00 / I =d W IE :12" S = 266.00 IE 12" N = 266.55 / SDMH #12 / / / > _ - - - _ - y Z CO CO IE -12" N = 265.00 / ' - - - - - _ y 270 \ �L / w / N W 249'PVC STORM Sea pr Q i GRAVEL W -- - - - -. _ „_ -___ (see .file "A ") - ee pv0file A ) INsrALL po 0 8� P�0 ss / K r' tLl C ... :.... ... - --- ----- ----- -- - - -- 5.0% 0 .1 34.dj3 2.7 / / S- 3 S - / Co Ij / ��jj jj / / Q C � N IIfSTALL SUR E AN UT TO 5 LT ! I / /.. - ' \ - EDk(ISTINGIIGRA I I I \ ! /....J /. /...__. /..- ._... /_. 54• LF OF 12' .CPEP 0 1.0% 19 OF 8'1 AT .0/ - 7992 ( \' I i / / / / / / - 69_LF OF 12" CPEP I I w - - - w / 260. ! ! / I o / / / / ' / Q / 0 0.5% I I ! , /// / / i / / LAWN / NN o N ..... ' .. ............................... ........................... ... o o RIM = lzao o c� - - 27o c� LAWN - See Above for �' h O z a O N.c Profile Continuation PROFILE "A" 1 00 \ IE 12' N = 269.92 CONTRACTOR SHALL MAINTAIN SEWE SERVICE \ !� E iv w cv IE 12" S = 269.92 w AT ALL TIMES DURING CONSTRUCTIO 3a 1 a 00 a CIJ = i C RM 119 C V ' � a REMOVE EXISTING -CB AND VV)) U) w w U = PQ a .............:. ......... ...............REPLACE- WITH'NEW CB TYPE =1 I ¢ N �� n HDA BENCHMARK "BM -8" 271 E (E = 268.62 CB U {Yy rn o - N 189818.3058 ; z I.E. 8 "STEEL } P s I - SET RR SPIKE IN N.W. I.E. 12 "GONG. (SW)= 268.52 RIM = 271.17 z 3 a : REMOVE EXISING CB AND E 1304916.5278 RIM = 271.17 FACE POWER POLE, I.E. 12 "CONC.(N)= 269.02 v g ° REPLACE WITH NEW C8 TYPE -1 a U _ ` E N 189862.5440 IE 12" E = 268.77 O - a RfM3042712226 - - - ' - - - - - --- - - - - - ' ' 1E .12 ". N ._. 267.78. , . ABERDEEN AVE. &NN.ES 24TH INST. E. 12 "CMP�NW)? 268.67 o IE 12" w = 266.20 ELEVATION = 285.60' `®i o IE 8" E = 268.62 I IE 12" S-= 268.60 - RN- - 270 : g.. S - - ------ - - - - -- - - NOTE: o : ® i flX F 12" CPEP SCALE 1 " =2G' AND THEIR$RESP,EC �VE AND PIPES 260 : CITY BENCH MARK ,1837 ELEVATION: 317.23 FEET ARE A PART OF SCHEDULE "A" ......... ' . ' ' . . .. .. "PROFILE' "B "" ... ...... LOCATION: Intersection of NE 25TH ST & Edmonds Ave NE. z DESCRIPTION: 2 -112" brass disc on 3 conc. man. 0.4 feet In man. case. cn r SDMH j12 CB 13 NEW 48 SDMH SSMH 14 N 190132.1620 NEW 54 SSMH WITH INSIDE DROP NEW 48" CB TYPE -2 SSMH z - E.1304894.8992 N 190128.6047 NEW 4815SSMH N 189827.7297 z RIM = 286.27 E 1304900.1577 E 1304892.1130 IE 24" S = 261.52 RIM = 285.92 N 189885.0638 RIM = 272.00 z IE 16" S = 261.54 E 1304897.3879 1£ 12 E = 265.80 o \ IE 24" E = 261.46 IE 16" E = 26f.44 RIM = 272.05 IE 12" W = 264.93 IE 8" N = 277.92 IE 16" E = 262.83 IE 18" S = 263.50 2 9 O IE 16" N = 262.73 IE 24" N = 263.02 - ----=-------=--------=-- - - - - -- . a - a v _ - j 280: a : Q= o - - - - -- :F =280 <.. a� Q . ..................:........... .... ...............og. o� o .......................... -. _.£XISi /NC GROUN.. _ ......... .ol...... � W................. .. ......... ....... .II..�q....... ......... ; .. . z - K m 270 <N v -- -- -- - _------ - -- ---------- ----- -- - - - -4� ----------------------------- <� j 270 LiJ .. ....... ............................:.. a .. ........ ......... v.. .v..... ..:.W Uj 300.45 LF OF 24" C905 PVC SO 0 0.5% _ V) 260: - - =- - - - - -- -- -- - - - - -- - - -- -- :260 �. 2'38:49'CF.OF76 "'C905'PVC'SS ®0590 ..... .......:.... .Lj . V) 250: ............................... :. .......:...�.....:............. 250 GGZIMMF ........................ .... ........................... ......... .. ....... ........... .......................SCHEDULE "A SCHEDULE ,: �;;......_... ..........................:.... `'240: NOTE: 240 .......:: ............................... ................... .. ....... .... S x7 ie o G\�4� - 2DV PES :... . PROFILE SCALE CB IT7; 'T8;' -1J,' '34 HORIZ' 1 �20' AND THEIR RESPECTI E PI c�30 S /oNnLEN V'ERT. 1 ' =10' ARE A PART OF SCHEDULE: „A„ EXPIRES :230 1 ..................:......................... ............................... . _' WWP=' -11 S -2 1 020 `<v; S.- 216207 SCANNFD DEC 101999 RO�LIL 1�611 0 0 N m Cp - � n NOTE. (14 rn SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. LL SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE _ > DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860 j W �"' D. x I E 1305572.2009 mm v Z II REINSTALL THICKENED ASPHALT BERM . =� UA EXISTED. ALONG NE 24TH ST WHERE IT PREVIOUSLY NEW 6" SIDE SEWER (TYPICAL) LAWN < Q' UJ H x PLANTER I 0 .� l n g Z = L�t� \ N w `\\ \ I ` " W W L - > P TER \ w �J\ 6"FI�S g 6 "FIR x x I LAWN n- 3 I\ - LA�4IV� 8 "FIR o -- -- _ -- _ W UJ IM� 6 IN -LII K FEIN X _ 1 "FIR 1 24NPLE o - - Cp _ _ `\. _ JEkl�N X w X E�X X X x FEM Q -� ALA ED A(�EA w w MAP E > > Ld Q z Lu - W = w 1 0 \�� 16 ".24' MAPLES 3 a L/�� \ \ W H ca W n Ss < 0 8 "r W � ) W n Z CPEP LF OF LOX N. 2 TH/ ST. CB #.23 O SSMH # 17 fs Z� 17 LF OF 12' =, 2 "STW U� ASPHALT MHO s ®TEST 2' TW G v G AC G _. "{Lu BORI -, \ p p N - ®- - SOP}✓. AEtf- - - - P - I . '- - CON WAL \ - - TV Y X .° 18 WN 'FI // -� P.A. LAW �� \ 8 >FIR N \ 1 N O z o f 2x14." 'I \ t P.A. LAWN 1 z O 3 -- INSTALL THI ENED LAWN W 2 _ _ ASPHALT BEM AT �I SSMH �I - frl WEST SIDE F t'V m o NEW CO #2 MON. IN CASE RIM= 312.93 Z I.E. 8" ±PVC NNE)= 306.13 ��j rno C7 N 190141.1967 <I I ,1I< 1 DA BENCHMARK "BM -6" LE. 8 " ±PVC(S= 302.98 I W E HDA BENCHM, K "BM -7" < Cl) E 1305303.1548 � w a } < = SE RR SPIKE IN N. w I z a = a 0 SET RR SPIKE IN N. I i a l Q CL v m E w < FACE POWER POLE, U) FACE POWER OLE, a- I S. SIDE N.E. 24TH ST. gliq �r ON S. SIDE N E. 24TH ST. Q " II 130'± W. OF BLAINE AVE. N.E. a 120'± EAST OF BLAINE AV a� SCALE =20 ELEVATION = 83.44' i \ ELEVATION = 304.11' I __5 I II U s CITY BENCH MARK 11837 ELEVATION. 317.23 FEET s' LOCATION. Intersection of NE 25TH ST a do Edmonds Ave NE. _ o DESCRIPTION: 2 -112" brass disc on V cone. Mon. 0.4 feet in men. case. SCHEDULE "A" CB 25 NEW CB TYPE -1 z N 190150.4152 ® SCHEDULE "A" E 1305185.6521 N CB NEW CB #23 - RIM = 282.50 � <� N 190143.3087 IE 12" S = 277.87 SSMH #17 y Q _ -E 1305185.7612 SCHEDULE "A" NEW 48 SSMH gj RIM = 282.70 CB 24 N 190140.6571 IE 18 W = 277.50 NEW CB TYPE -1 E 1305566.4457 IE 12„ N = 277.83 N 190123.2004 RIM = 313.36 z SSMH #16 IE 12" E = 304.06 o IE 12" S = 277.83 E 1305186.0747 m RIM = 282.00 IE 12" W = 303.96 z N 190136.5238 o b' IE 12" N = 278.00 E 1305297.4757 K 2 2 V = U 2 .V -- .320.-' ............... ....:. .................--.... ....:......................... . _. ..12..W .. 2..42 -- ........ - ---- ..... y.. $N .... ..........._....3�0..... RIM IE 12' E 282 52 sI a� a a< a W 310 :...... " ................ ...... ... - TEST BORING >u - 300: eo : F _ 300: ............................ ........... TEST' BORING.:........... .......:.........:..... ....:.......................... ... _ ....;.o ......................... ...... .......... ............................... ...- ----...... ............................... ................. . ..... r ~� �- W LLJ BH -1 °3 <� �- ` 265 LF OF 12" PVC W w 290: ' S �. :CENTERLINE- : 2 EXISTING. W 3: �- GROUNDWATER LEVEL W: W JAN. 15, 1998 _° 280 to : - -�--- N: 280 N Ti :............ GROUNDWATER LEVE• L: ........o.:.................... PVC SS ® 5. 4f%.......................... ... ...... . ...... ............._ ......... APPROX. BOTTOM.......... - .............................. :... ¢ JAN. 15,1998 174 LF OF 12 ": r`GGw4y�F9 OF TEST BORE 7 Q w °� ALL WORK ON THIS SHEET IS SCHEDULE "B" EXCEPT 2 / 0 .' ........:....... : ...:. . :......68 LF OF 18" CPEP. SO ® 2.09C �. o STORM: PIP WHICH A 270: . . CB' #23; : 24- .25-AND-ALL T M : P ES.. WH . ` . ARE.. I jrt.,."t PROFILE SC LE SCHEDULE "A" WORK sSlorl HORIZ. 1 " =20' 260. :.... -.1. °� :.. :... 260: VERT 1 .... EXPIRES - ....9..9.... ......... . z WWP- 27 -JldZ ELEVATION 253.00 F TEST BORE _ 6 O 8 SCANNFO DEC 101999 ROLL 1161, Oil N cv cfl N NN rn LLI NOTE: _ N INSTALL 40 LF OF 8" PVC SEWER ® 1.0% TD I SIDE SEWERS SHALL HAVE A MIN. N 190187.1164 Q SLOPE OF 2% FROM THE SEWER MAIN ° IL ® E 1305811.3071 TO THE ADJACENT PROPERTY LINES. CB INSTALL SURFACE CLEANOUT TO EXISTING GRADE Z SIDE SEWER STUBS SHALL BE 6 FEET RIM = 322.51 =Z W IE OF 8" LINE AT C.O. = 305.77 0 �� DEEP AT THE PROPERTY LINE IF POSSIBLE. I.E. 8 "CONC.(SE)= W V i +E s' SIDE SEER W LU W > :m. Q STUMP Q Z Q o LAWN ° w LAWN LAW D (TYPICAL) z > I (—� TOWN -` z > c) > \ / GRAS O If z _ I g Z� I z a v° 8..10 "CEDARS `F9/,' 1 o o L ( W� LAWN c3 O < P.A. O `�10 "FIRI I Pll /LAWN ARE \/x X LAW N\ GATE- -- — - ® 3 4' CHAIN-LINK F NC _._ P.A. a _ _ -- _.__ J- x x x� ww x 10„ �� �c _ __ W Z W xXX- - W L ti x X X X j RAIL FENCE X j co Q Q Od > w LAWN ¢ - ° ° rr QZ Lu \ LAWN LAWN 3 �� ! LA�VDl- LAWN W GRAVEL ° $„ Z. F Q Q W / 8' -� CO) Ld BH -3 ® p IN. E. 2� ST. j �/ / ASPHALT � 32� c� 3 N W N / W-- N t1J ® Y W >> SS g 8 ` \ ® TEST g Z y F- Lai P - \ RAVEL 2..STW BH -4 00 G y (n G GRAVEL Q — G — — �— — - -- - -P — - -- � - -$— — -P- - �OIQC. ALR — — - —B LICK BOIIDER P - ��o P - — TA X WOOD E - NKXFEN Xa__ _ .__� __._ ___ .. -- - -._..- _R- _x C X 4' W FENC 3' HAIN LI CE }— W r o LAWN v w L1WN YLAW I LAW v LAWN I LAWN Z w \\! -H•� o j I CE n° SCALE 1" =20' I° Z'- i z J J a /� /}_I O �' O A. / z x P A v > v a LAWN Q O w v I LAWN v N r Z = O° I MON. IN CASE 0 O 3 0 Ey 3¢ _ i CITY BENCH MARK #1837 ELEVATION: 317.23 FEET u MON. IN CASE PLANTER N W Z E 1305816.5163 �. - CB RIM =3: N n o [~ (� a'a ~ LOCATION: Intersection of NE 25TH ST N 190148.6243 E 1305802.1386 �/BOX I E 8 •.' < = �c E & Edmonds Ave NE. DESCRIPTION: 2 -112" brass disc W v on conc. man. 0.4 feet in Q z u \E man. case. z HDA BENCHMARK, "BM 5° SET RR SPIKE IN NO H FACE HDA BEN FILED AN rte! E o 0 POWER POLE, AT S.E. CORNER NE FOOT] INTERSECTION N.E. 24'H ST. AT SW C( NE 4TH r 0 & DAYTON AVE. N.E. 's ELEVATION = 322.53' " !2 C I o � IN N N bo CITY MON. # 1837 INSTALL 60 LF OF 8" PVC SEWER 0 0.5X -� MON. IN CASE INSTALL SURFACE CLEANOUT TO EXISTING GRADE N 190487.8567 IE OF 8" LINE AT C.O. = 307.94 LiJ E 1306228.3676 iV z INTERSECTIONIOF EDMONDS AVE NE AND NE 25th ST. I F = 322.51 MON. IN CASE �d N 190155.0470 W RIM= 322.27 NOTE: zZ 8'CONC:(sE)= 321.11 E 1306225.3392 ( Q co I.E. 8 "CONC.(S±)= 320.37 SIDE SEWERS SHALL HAVE A MIN. a. W (� 5„ 001 SLOPE OF 2% FROM THE SEWER MAIN W GRASS RIM= 322.16 TO THE ADJACENT PROPERTY LINES. �j W W SIDE SEWER STUBS SHALL BE 6 FEET O I.E. 6 "GONG. N = 321.06 Q > �"` DEEP AT THE PROPERTY LINE IF POSSIBLE. Q I LE. 8 "CONC. S�= 319.36 g Z� r24"VAPLE' O LE. 12"CONC. E)= 319.26 Lu c. W W - p,..... _._.. o Q X LE. 12 "CONC. W) =319 16 z> NEW (TYPICAL SEWER U w w w 3 � Lv ciw 0x LAWN z? z> z> I mCC Lu o� 0° ,� z> 12 "SPRU E LAWN Oo 00 00 Q W T LAWN I v° 10" INE LAWN o o \ Q W _ 8,. W _ ° P.A. \ F-Q Q W I a - _ __ kz CEDAR s CA Q W \- - LAWN WN LAWN 8 "P NE CONC. WALK dn SSMH l'19 t-- -� r Z LAWN LAWN 0 Y N o b G 0 T ° 6 'N. E. 24TH ST. _ - o - - - - �- ASPHALT / W i Q 8'F RX ©� W - 4' WOODX� 2' pA ®G E _ 2 "STW __ - - - - FENCE ` / SSMH X21 ® TEST 5t RING o P I ASPHALT - - _ G LAWN <` LAWN � �L/ a P SCALE 1 "=20' CONC. P.A LAWN °. _ - 0 CO C. WALK - N - a O © Y`o E CITY BENCH MARK 11837 CB DRIVE N Z > fi "CEDAR LAWN 3z x z > ORNATE LAWN A. LAWN .� _x w -- - - i z E-4 a ELEVATION. 317.23 FEET RIM = 323.15 ° P.A. 0 0 E (3 w Y . LOCATION: Intersection of NE 25TH ST / on - b4NDSCAPING z > L U w � > WN -w _ LE 8 "CONC.(NE)= 320.45 ° P.A. 0 CL - / zz� Q P.A. - - (ACCESS I v° P.A. 0 /� 0 C_ 3= H d Edmonds Avs NE. DENIED) c�of I--I W as DESCRIPTION: 2-112' brass disc on I x CB �i rno conc. man. 0.4 feet In 3 E man. case. HDA BENCHMARK "BM -4" I ro I RIM= 322.18 E. �E FILED AN "X" IN TOP PLANTE� LE. 8 "CONC.�N3= 320.40 HDA BENCHMARK "BM -3" NE FOOTING BOLT, LUMINAIRE BOX SET RR SPIKE IN N. �' o AT SW CORNER INTERSECTION OF FACE POWER POLE, _ NE 24TH ST. & EDMONDS AVE. I ELEVATION = 324.11' CB S. SIDE N.E. 24TH ST. RIM= 322.75 OPPOSITE HOUSE #2613 s MON. IN CASE I.E. 8 "CONC. N)= 321.00 I ELEVATION = 325.56' 11. 190135. 1075 - I F_ 1306225. ""3 3 ¥ SSMH n19 SSMH 20 SSMH s'21 i z X8 5.5M NEW 48 SSMH WITH OUTSIDE DROP NEW 48 SSMH (n N 190149.7870 N 190132.6166 N 190123.4010 n <; E 1306160.9040 E 1_ 29.4663 E 1306533.5526 RIM = 323.89 RIM = 323.00 RIM = 323.97 IE 12" SE = 307.20 IE 12" E = 307.64 IE 12" E = 309.25 IE 12" W = 307.10 IE f2" NW = 307.54 IE 12" W = 309.15 v s (ES IE 8" W = 307.64 w TEST BORING s BH -6 Z o y T BORING 2 =_ o °.� BH-5 0 0 0 V 330 ................... `s `= ��w .................... V � ay aU V a - _ oN o 330 o�. s. 1N. .o Q.. °� °m . ff a a. _ - °< , EXISTING CENTERLINE =0 :...32Q :.......:......... m 310: rn 310 .................. .................................. ............................... ........a...................... .........:.. .......:.�..................... W302 LF OF 12" PVC SS ® 0.5% W 69 LF OF :12" a r W PVC SS 0 0.49% o F TEST E _ o co � ti APPROX. BORE OM W 300 x= ......................... �.. ....... ............................... . :9 c ° °c. ............ .- APPROX.- BOTTOM....... ............................... ................................... ..............................- ---. ..............................: GR4UNDWAL,R_ LEVEL..:..... ... ................... u� a s OF TEST BORE W O O :BELOW BOTTOM OF TEST BORE W :g� JAN. 15, 1.998 V) ?? O W GROUNDWATER LEVEL O Ln :...L J 0 .:.........:.....� .........:.........:.........: .........:.........:.........:. JAN. �5,0 998 OF TEST BORE Ui J O ................................................................... ............................... ................................. ............................... UGPWIMyFq ALL WORK ON THIS SHEET IS SCHEDULE "B' ......... ......... . (V OF AS& :... 280 .:.........:........ ..:.......:...:...........:..:. �QU'MA �_:? sqb2162 ................: PROFILE SCALE OA ...... ......... ......... . .:280 HORIZ. 1 "20' 27� VERT. 1 " =10' ........: EXPIRES..�..7) G1. ........ ............................... .......... ................................... ............................... ........ . 27G a z WWp s7 -2:62. S 1 61211101 c 4CANNFTI DEC 10 lggq 161 z 3: 0 a INSTALL 80 LF OF 8" C900 PVC SS @ 0.4Y TO N 190196.2535 C14 34.0.......... E 1306858.8511 ........ ......... ......... ......... ................... ......... a ......... ....... ......................... ................. .............. INSTALL SURFACE CLEANOUT TO EXISTING GRADE --------- IE OF 8" AT C.O. = 311.42 0- n_ CB RIM =328.1 1 p I.E. 12"CONC.(N)=326.51 TEST BORING xo ox offi I.E. 12"CONC. (WSW) =326.21 0 C14 _' INSTALL NEW WHEELCHAIR RAMPS > > 33 ............... LAWN C) ui z �: 0 r 0 w WN 0 (If ............... 1� E, C NC- 16 " 00 NOTE. T I AWN CONC. WALK C,4 04 5" GRAVEL A. SIDE SkEWERS SHALL HAVE A MIN* <) ORING N.E. 24 ST. BH-7 SLOPE OF 2X FROM THE SEWER MAIN 6" .................. i. SSMH #22 0- 0 Lai TO THE ADJACENT PROPERTY LINES. 1 ..... ASPHALT ...... ... vp 3: li-- Il— G 2 SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. p W LL, R Z z Lu I AWN— P NC. WALK 0 0 0 LAWN 12"PINE 6"PINE Lu NEW 6* SIDE SEWER 6 C) ui Z > PLANTE AREA 0 0 .... ..... .... ....... 0 Q� 0 iz] Ld a LU UJI LAWN 0 Of Lu Z > 0 0: (TYPICAL) 320 ..... ... ... HDA BENCHMARK "BM-2" C)o >. C) Lu z > w MON. IN CASE N 190115.6449 RIM=327.67 FACE POWER POLE 0 z I.E. 12"CONC.(N-)­3 15.21 0 0� 0 0 S. SIDE N.E. 24TH ST. 310 E 1306860,0694 cu a OPPOSITE HOUSE #2709 a Z = Lu CL Lu a Lu Ld 0 Ld 4x 10" C) Lu Z > ` .......... ......... LAJ MLLJ 03: UJ E TF OF' 12" PVC SS 0 0.54X LAWN z 0 CL CEDARS 0 ... ....... w . ...... ......... ......... LUCO Z co oc Crf LAWN LAWN C gcz Ul 0 L _j Fz 4C 02 LAWN OF TEST BORE z D.................... 2, : ca in ........ ......... ZI ................... w­ ­­': ­ :­ ... * ****' * ..... GROUNDWATER: LEVEL ..... .... ......... ......... BELOW- BOTTOM - OF - TEST- BORE- - q ......... ...... uj 300 ..... ... In >_ ZLj X25 3: Of W ALL WORK ON THIS: SHEET IS SCHEDULE "B": z 04 cc Lu 0 be LLJ U) w 290: Lai Z cf) 1�- 0 — Emil w S4*2048 q 290 ca oc W — 2"STW G ......... .. ........ ........ ........ Lu Lij (w) P --LAW ........ .... .. . ....... PLANTER EN B XE-&— w PROFILE SCALE w a aw 02 0 VN . NC. EXPIflES w 1 " ='2'0' w E 0 uj 0 Q� d w LAWN .............. LAWN ui ......... U Lu z . -2� ......... VERT. 1 ........ ................ .................. ........... . ...... ......... ......... ........ ............ C:) E- 2 ?80 0 cr 0 [if W wp —a7 JAK2 E- 3Q- SCALE 1 "=20' z =1 0 E_ E CITY BENCH MARK J1937 Ln ROIILL 161 014 lA 1r aiN . m ELEVATION. 317.23 FEET LOCATION. Intersection of NE 25TH ST & Edmonds Ave NE. 3 DESCRIPTION. 2-112" brass disc an conc. mon. 0.4 feet In mon. case. z 3: 0 a INSTALL 80 LF OF 8" C900 PVC SS @ 0.4Y TO N 190196.2535 34.0.......... E 1306858.8511 ........ ......... ......... ......... ................... ......... a ......... ....... ......................... ................. .............. INSTALL SURFACE CLEANOUT TO EXISTING GRADE --------- IE OF 8" AT C.O. = 311.42 0- n_ CB RIM =328.1 1 p I.E. 12"CONC.(N)=326.51 TEST BORING xo ox offi I.E. 12"CONC. (WSW) =326.21 0 _' INSTALL NEW WHEELCHAIR RAMPS > > 33 ............... LAWN C) ui z �: 0 r 0 w WN 0 (If ............... E, C NC- 16 " 00 .W 11 LAWN T I AWN CONC. WALK C,4 6" TEST 5" GRAVEL A. <) ORING N.E. 24 ST. BH-7 6" .................. SSMH #22 . Lai ... ..... ASPHALT ...... ... vp G 2 STW w p W I AWN— P NC. WALK 0 0 0 LAWN 12"PINE 6"PINE z 6 C) ui Z > PLANTE AREA 0 0 .... ..... .... ....... 0 Q� 0 iz] . ........ a ......... LAWN 0 Of Lu Z > 0 0: 04 ... 320 ..... ... ... HDA BENCHMARK "BM-2" C)o CB SET RR SPIKE IN N. w RIM=327.67 FACE POWER POLE I.E. 12"CONC.(N-)­3 15.21 S. SIDE N.E. 24TH ST. 310 X: 0: I.E. 6"PVC(S)=326. 2 a OPPOSITE HOUSE #2709 a Ld 310 ELEVATION = 332.70' I ` SSMH #22 NEW 48;"3SSMH WITH OUTSIDE DROP Cn N 1901 < .4125 E 1306862.3713 RIM = 328.68 , IE 2" E = 311.00 IE 12 "W= 318.76 IE 8" N = 311-10 34.0.......... ........ ......... ......... ......... ................... ......... a ......... ....... ......................... ................. .............. o .................... -------- --------- 3.4..0 0- n_ p TEST BORING xo ox offi 0. 0 33 ............... ao _­: - -& - -: ...... ............... E, 00 BH-7 w 330 !Z1 ....... .................. . .. ........................... ... ..... ...... ... 0 0 0 0 as _.32.0 0 0 .... ..... .... ....... .. . ... . ......... . ........ a ......... . 2 66 LF OF 12" PVC ss f .50y ......... ....... .. .... 04 ... 320 ..... ... ... u w 310 X: 0: a a Ld 310 .......... ......... LAJ TF OF' 12" PVC SS 0 0.54X ..... ................... .. ................ ......... ... ....... w . ...... ......... ......... 4'PROX. BOTTOM 0 r OF TEST BORE z D.................... 2, : 300: ........ ......... ZI ................... w­ ­­': ­ :­ ... * ****' * ..... GROUNDWATER: LEVEL ..... .... ......... ......... BELOW- BOTTOM - OF - TEST- BORE- - q ......... ...... uj 300 ..... ... Of W ALL WORK ON THIS: SHEET IS SCHEDULE "B": JAN. 15, 1998 U) w 290: 0 e w S4*2048 q 290 ......... .. ........ ........ ........ .......... --- ......... ......... q.... ........ .... .. . ....... A w PROFILE SCALE w a EXPIflES w 1 " ='2'0' w .............. 280: ..................... ......... ........ ...................................... ......... VERT. 1 ........ ................ .................. ........... . ...... ......... ......... ........ ............ ?80 MT1_6 W wp —a7 JAK2 ......................... =1 TCANNFn D EC 10 1 ".Q ROIILL 161 014 04 cc ° IL p Z Z. W Lj g cc ao Z ti W gx ,mv a� Qz W 1-. a a ca Q 0 N � 1Lu W0 Y g Zy Lu \L/ - a o T P cV w z 1 ? ��� Qe == F a �E } v. om a� s s� Y 3 N 8 NOTE: / SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2X FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CAS DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190099.5 49 E 1307389.6249 NEW 6' SIDE SEWER (TYPICAL) w > Of / o c) w LAWN o vr� z> / O CY U j o � 12 "FIRS _ LAWN U � CC - \ _ LAWN PA - AWN "SP UCE P.A. U o 2 _ 5 r N P A. �0 3 CONTRACTOR TO COORDINATE TEL 12"PINE o- RICK T REMOVAL AND REPLACEMENT © W CONC. {LK t OF DRIVEWAY WITH PROPERTY 0 LAWN \ 3x4' NE NEW OWNER. W E RIV WAY N.E. 24TH ST. 3 PHALT �,o DRIVE / — / asp c� DRIVE TCH UjSSMH y23 1 / ' E STING / W 2' STW G TEST 0 - - C.O. (� OGE W = Drt -a G S MH fl�\ I LAWN _ G' -P -- - J� W LLj _.. ... -_ . / CON WALK N Z. w LAWN LAWN kt / . . z> bi / _/ cv w o > P.L LAWN P LAWN A. z> 0 S'iLc 0 o P A LAWN HDA BENCHMARK "BM -1" � O SET RR SPIKE IN N. 41 Y SCALE 1 f3 =20' FACE POWER POLE, oQ S. SIDE N.E. 24TH ST. OPPOSITE HOUSE #2733 ELEVATION = 340.41' o CITY BENCH MARK #1837 U ELEVATION. 317.23 FEET LOCATION. Intersection of NE 25TH ST & Edmonds Ave NE. DESCRIPTION. 2 -112" brass disc on cone. man. 0.4 feet in man. case. SSMH #23 NEW 48 NEW N 190105.2133 E 1307132.2826 RIM = 333.49 IE 12" E = 325.51 IE 12" W = 325.41 SSMH #24 NEW 48 SSMH N 190098.4063 E 1307356.3659 RIM = 340.00 IE 12 "W= 331.01 IE8 "E= 331.11 N 190096.8636 £ 1.307406.2801 RIM = 340.80 IE 8" W = 332.31 CID -,CANNGn DEC 101999 0 2 2 2 U N N ... ..... .......................... . ° 350 a o w 9 o o o a a> 340: w ... . o S S T 9- 3 F ...p N .. .. .. ....... .... ... g g3 . �- < 3 ` ` - ... - --- . 340 : Q.. . °w -6 . N........ . -_� -_ . . - _ ........ - - - ...... _ ... .. ......... .... .. .. ....... .. .. .. .... .. ... .... .. ... .. ......... .... . m P 330 . P' f f- 330: .:.........:... ......:........:........:.....^ 3 W S ... ...... .......... 320: v W 2 ' ' ' I I APPROX.' BOTTOM ' S41620C v> ..... ...... . .......... .............. O OF-TEST- BORE .... ..... ..... .... ...... .... ........ ......... . ......... .. .................. .......... ... ................. ............................... . 320 S W G GROUNDWATER LEVEL Z W 310: W J JAN. 15, 1998 :.. . ......................... ......... ..................:..... 300.��µ.z Q�GGW 09 A X00................... . ..............................: . w w . . PROFILE SCALE: FS o�G. ?`� 290. S SIONA = c c90 G Z ....Wwp 2 .... .................... . .....:............ E EXPIRES ti '!j ...... ...... ............ ....... .... ......................... . .... ....... ............ ....... ....... ........ ................ CID -,CANNGn DEC 101999 I AV .............. .... ------- 3 :3 2 . ......50: .............. 240: SSMH RIM=238.76 8"± (SE). 1 2"±(W) T. lqt I-- Ld LLI S 2 Al/ 4, I.E. 6"CONC.(NW)=231.96 I.E. 6"CONC.(NW)=231.81 UNIbLI-LI) A IN PC BACK OF ry SIDEWALK ON SOUTH SIDE OF -z- 12"CONC.(ENE,SL,VV) CTR. CHANNEL=229-25 ll� M IN CASE N.E. 28TH ST., 50'± WEST OF ON. NEW 8"PVC(NW)=229.33 N 19140 9.8213 CENTERLINE OF KENNEWICK PL. N.E. E. CV E 1303914.6207 UNDER CONSTRUCTION 7S ELEVATION = 242.96' V �O, C 0 0 cc ZUj z Uj LU 0 C9 #27 STA. Lj 2 w CB #29 IREMOVE EXISTING CB AND REPLACE 0 z z ac NEW 48- TYPE-2 CB ul m Uj WITH NE. 54" TYPE-2 CS QUj - CC LIJ N 191663.43 19 E 1303798.3050 LU z LLI in Cc I 4Z'.9235 E 1303FI3.5786 4 z - _j ul RIM = 235.30 oc RIM = 241.60 IE 15" SE 234.89 IE 15" NW = 234.89 W 24" S = 226.65 IE 2 N = 228.65 IE 6! W = 230.00 z z TYPE -2 2 DESCRIPTION., 118" copper pin on 5" NEW T N 191630.7459 dia. round conc. mon. E 1303814.3005 0.2 feet down In mon. case. IE 24" -; = 231.96 IE 24" ;1 = 231.96 IE 12" 'Y 232'88 C-A LU LU z Ca f. RIM = 235.50 I E 24" S = 229.04 co Qc Uj I E 24" N = 229.04 vs r ..... .... I'T- r. Ly 0 F- C) E ........... 0 ............. q Y E- 0 oo F E CB #26 om 0 E� w 0 0 -w m �- u) NEW - 48 TYPE-2- C& N 191353.3903 250 r...... ............... .... I AV .............. .... ------- 3 :3 2 . ......50: .............. 240: SSMH RIM=238.76 8"± (SE). 1 2"±(W) T. lqt I-- Ld LLI S 2 Al/ 4, I.E. 6"CONC.(NW)=231.96 I.E. 6"CONC.(NW)=231.81 UNIbLI-LI) A IN PC BACK OF ry SIDEWALK ON SOUTH SIDE OF -z- 12"CONC.(ENE,SL,VV) CTR. CHANNEL=229-25 ll� M IN CASE N.E. 28TH ST., 50'± WEST OF ON. NEW 8"PVC(NW)=229.33 N 19140 9.8213 CENTERLINE OF KENNEWICK PL. N.E. E. CV E 1303914.6207 UNDER CONSTRUCTION 7S ELEVATION = 242.96' V �O, C 0 SCALE 1 "=20' C9 #27 STA. CB #29 IREMOVE EXISTING CB AND REPLACE ABANDON EX. CB NEW 48- TYPE-2 CB CITY BENCH MARK 8256 WITH NE. 54" TYPE-2 CS N 191320.8596 E 1303967.1224 N 191663.43 19 E 1303798.3050 ELEVATION: 247.87 FEET LOCATION. intersection of NE 28TH ST I 4Z'.9235 E 1303FI3.5786 RIM = 243.09 RIM = 235.30 Co A & Jones Ave NE. 18-8 ��P RIM = 241.60 IE 15" SE 234.89 IE 15" NW = 234.89 W 24" S = 226.65 IE 2 N = 228.65 IE 6! W = 230.00 TYPE -2 2 DESCRIPTION., 118" copper pin on 5" NEW T N 191630.7459 dia. round conc. mon. E 1303814.3005 0.2 feet down In mon. case. IE 24" -; = 231.96 IE 24" ;1 = 231.96 IE 12" 'Y 232'88 RIM = 235.50 I E 24" S = 229.04 IE 8" S,7 234.83 I E 24" N = 229.04 vs r ..... .... ...... IE- 8:"- E- 230;50 ------- -0 10 9 Ly 0 F- .. ........... 0 ............. q Y a 0 oo CB #26 w 0 0 -w m �- - NEW - 48 TYPE-2- C& N 191353.3903 250 r...... ............... .... ...... ........ ......... ...... . ....... 0 .............. .. ...... ..... . ....... E '13.03942.-2363 .............. ............................... 0 RIM 243.00 IE 24" SE 233.68 0 IE 24" NW = 233.68 a o EXISTING CENTERLINE ---------------------------- - - - - ----------- ------------- 240 ............ ..... ..... . ........... -w ...... .0 ....... ... ...... r ................... ....... .... ... ..... m 7: -------------------- 0 0 0 0 0 0 0 :1 REMOVE EXISTING 15" CONC. SO: ------------- ------------------ 7 r-;iF OF-24- CPEP L lei I lV � N N C14 ry t\ W Z W o �' / h� M� RIM-2.33 .91 z W V�:: 7 , _� ' 20 �7 �`�� I.E. 8 "CONC.(NE) Z 226 11 Lj WW / 00 E , - �ry�/ LE. 12 "CONC. S )225.46 HDA BENCHMARK "BM-13" Ul I E 15 "CONC.SE)= L D A O IN N.W. CORNER Q O Z ' T p°j�� LE. 15 CONC.((((((NW)= 225.36 CONCRETE FOOTING FOR LUMINAIRE LU CL / 7/ �, A CO;G� =� RM= 233.90 1020'± E. PL. LU (� - :V / - O`5��� N�j CB I.E. 12 "CONC.(SW)= 230.80 ELEVATION = 234.77' =W �� IM= 234.40 W ,e Z N REMOVE AND RESET , - - _ - - �� REES �. �. I.E. g "CONC.(SW)= 230.90 \ ca Q Q EXISTING FENCE AS - �Ly �' _ \Q z W NECESSARY - - 6' WOOD FENCE i y ® 6' WOOD FENCE X 6' WOOD FENCE 1: Z�- x x - X - -X - -- x,4- -x - x --- X�--- X- -X����i =X - - -x _ -k_� -� ��-x�- -Z .x -_ -- N W REMOVE TREES / - 0 - V r ^ �^ bo - - - O � - - - - _ CONC. b ALKJ M W 1_ 2 "PE EOM _ W W O d i' 73A CB_//31^ _ _ lAJ - - - - - - - - - - - - - - - - - -- `- - - - - - - - - -- N REN LUG i / / - $ p - S 25 LF OF 12" EP S 233 KENNEWICK PL. N.E. 23 s0 ® 8.0r ' 2 w ASPHALT 3 2 � ° � � - � _ � - � ABANDONED W 4 ` -- _ _ W N O Z of / N O _ ' ? Ua -- , - CB #36 CONC. WALK v i E- W a' °- / // i / a �- X X X X X- X- - 1{ X . X - X X x - __ X��X �INDER-RtJI`f" = MAC - ` _ �% �H91N LINK -F t7El m A q � � z I � SCALE 1 "=20' / // / / / \QQ MON. IN CASE LAWN / N 191985.9673 �1 / @ HDA BENCHMARK ' °BM -14" RIM = 232.22 E 130 cl 3632.6731 a / / ° CHISELED A RI � X" IN EAST FOOTING I.E. 8 "CONC.(SW)= 229.67 RIM CITY BENCH MARK 1266 / BOLT OF A LUMINAIRE, ON I.E. 12 "CONC.(NE)= 229.52 I.E. s ELEVATION: 247.87 FEET / i SOUTHWEST SIDE, KENNEWICK SDMH i.E. a LOCATION: Intersection of NE 28TH ST 1 �' PL. N.E. AT MIDDLE OF CURVE RIM = 234.37 rk Jones Ave NE. F DESCRIPTION: 1/8" copper pin on 5° 1 ELEVATION = 233.62' I.E. 15 "GONG. SE)= 228.21 a dia. round conc. man. i o I.E. 12 "CONC. NE)= 227.87 0.2 feet down In mon. case. / I.E. 15 "CONC. (NW)= 227 -g2 T @g _ E Y Q Igo CB 31 CB 30 REMOVE EXISING CB AND REPLACE REMOVE EXISING CI AND REPLACE z WITH NEW 48" TYPE -2 CB WITH NEW 48" TYPE -2 CB w N 191989.4193 N 191809.3337 ° E 1303637.3854 v E 1303726.3486 z ° RIM = 233.91 RIM = 234.37 IE 24" S = 224.65 _ 0 ° o m IE 24" N = 224.65 lE 24" N 226 87 i e° -° IE 12' = 226.1 .. .............. .. ............................... ............................................. ............................... W 1 .......... :............................. -iE,12 ".E.= .228.00.. 6 1E-8','E'= 226.41.........:. ---- IE 1 = 228. ..CB. 36 ........:...................:.. . - 2 ": W 00 - NEW CB TYPE -1 . a N 19I797.375b 0- TRENCH PLUG STA. _ E 1303700.5223 : N 192 75.3664 RIM = 234.00 F 250: - E 1303604.7839 ......:.........:....... ..... .. .............:.........:....... ...........:...... :......IE 12" E = 230 .00..................:......... ..... ..:...........250 ..:.... . ... ....................... ............................... ..(SEE' DETAIL- SHEET: 18) ...... . ......... .................... .. a o z } Q m 240: : 240 .............. ............................... ........ ............................... ......................... ............................... ...................... w E CENTER a o 3 ... % __ ___ --- ------ -- - -- EXISTING LINE - - - -- - - -- - - - - -- - -- aa - -- - - - - -- - -- .. 230: : W. o -- o-------------------------------------...----------- ---------- -------- .:....... .:..... REMOVE EXISTING 15" CONC.:SD LiJ .......:.2 3 O ..:.... H ...... ................... ........................... ..... .... ..... .... ... ..... W .... .... ...... - ----- ---- - ---------------------- - -- -- ° -- REMOVE EXISTING 15" CONC. SD - -- 24 PVC 5 1 12Y cn --- - - = - --- - 159 OF ° REMOVE EXISTING 15 COIJC Sb _ -- --- - - Z 197 LF OF 24" C905 P1'C SD 0: 1.13Y . LF " C905 D ® (n °- = 220: : LAJ 127 LF OF 24" C905 PVC:SD ® 1.13% _ ; w ............ ... ............... ...................... LLY ..................... ............ ch Gp.:ZIMMF 210 �G p4 W�h 9 ALL WORK ON :THIS SHEET IS .SCHEDULE: "C" �Q �� �c� � y 210 E 1 SCALE s Z9TEPe� \�`�R 878 PROFILE 2 HORIZ. = SioNALEN 19,_ -� -_ ' ...... ...... ..... ................... .. ............ ....... ....... ..................... �VERT. O' ..,, _ .. EXPIRES:. �j z wwp- Z7 -N6? S - 2 1 6 1 4 C`ID r_5'- '/620 6_ ccwP,.IPn nrr 1 01999 I Amk L 16 1 01 7 N 0�co N €N NI N I oe Z Z w u, v > W W a O z_ ti Z W h o LU ®- C' CC LC LU SDMH CC LLI 2 L1 G RIM= 222.24 m UJ Q � I.E. 18 "CMP(W)= 217.34 SDMH QZ LU Cn I.E. 18 "CMP(E)= 217.74 RIM= 216.02 ...1 -)3 REMOVE TREES I.E. 18 "CMP W) =211,2 �� p p RIM= 235.01 REMOVC AND RESET I E. 18 "CMP�E)(PLUGGED) =211.0 " Q Z I.E. 6"CONC.(N) =231.5 EXISTIN..' FENCE AS I.E. 18 "FLEX(N)(TO MAY CREEK) =211.0 z N� I.E. 12 "CONC.(W,E) =23 .06 NECESSARY 10 "CHERRY �> 2�0 0 N L1L LU G w1 \ \ \ \ O �'a 18 "c w \ \ \8KOPLE \ \ \ ) SCALE 1"=20' " W I- O \\ \ \ \ _ _ _ 24 "MAPLE g Zy Z TELEPHONE BOX I \ \\ \ \' \ \ \ \ \ \ \6 Gr?S��Ra 18 "C 1 I \\ ,`. \\ \ \\ \ 369MAPLE \ LF \ \ 0 CITY BENCH MARK #266 N o \ \ \ \ \ 1 \ \ \ ELEVATION: 247.87 FEET I 1 \ CL STER24 "MAPLE W - - - - -- - - - - -- CONSTRUCTION FENCE I 1 1 I 1 \ \1\2 °CTJN \ 1 1 LOCATION: Intersect ?on of NE 28TH ST - _ ? - - 10' UTILITY EASEMEN' p - - X. -- - - -X - _._. -..x_ 1 -\ 1 1 _ _ \_ - _ ` - �2 "MAPLE h Jones Ave NE. -,y DESCRIPTION: t 8° copper In on 5° N rCl 24 "C\ \ \ \ \ _ _ _ .. - dla. round conc. man. C ao / Q r 16 "QT 0.2 feet down In man. case. - -- - -SS. ___ 14 a OW z o N / 0 \ O D, 1 G�\ Ce�y \\ \ \ \\ _ \ �\- S -I LANAI - \ U-NAI � �Ri7CCE- S` - -- - - - -- SSMH - - - -- Q `o E / p \ \ \ \ \ IhWN \ \ 1 a LANAI SCALED LOCATION 3'0 �+Z °¢ -� /-- -� / QO \ C \\SFVh \ \\ \ \ \\ \\ \ 1\ \� 2 -STORY \ j \� NOT FIELD VERIFIED �w �� \ WOOD K '40" RUCE\ N �^ E-+_, W a'° 2�0 �- �_\ a \ \. \ \ ��\ \� \ J TOWNHOUSE �\ / 2 -STORY I 25' PROTECT TREES I _ / WOOD 16 "SP CE TOWNHOUSE ca --E _� ; \ PAY LIMITS FOR LANDSCAPE RESTORATION. RESTORE ALL DISTURBED LAWN WITH SOD. X \ \ SDMH 0 RIM = 236.09 o I.E. 12 "CMP (W)= 223.59 I.E. 18 "CMP(E)= 223.49 I.E. 15 "CONC.(SE)= 223.34 - a o� v=i a °y (n CB #32 REMOVE EXISTING CB AND REPLACE WITH NEW 54" TYPE -2 CB CO #33 N 192111.8443 REMOVE EXISTING CO AND REPLACE D E 1303590.7564 z RIM = 236.10 WITH NEW 48" TYPE -2 CO N 192118.4370 IE 24" S = 223.21 IE 24" E = 223.00 E 1303647.7719 EX. CB o a RIM = 222.21 N 192115.6401 Ii s s v H IE 12" W= 223.59 IE 24" W= 216.52 E 1303739.2539 s 6o o Bo IE 24 E = 216.52 RIM 216.0 165 „ a c E 18 N = 11.00 g :.- :..... ......... IE_18" E = 211.00 ( PLUGGED) .................. ............................... IE24 "W= 211.11 a a a "620F, ................ 250..:. .......: ....... .. .. .. .. ...... . .................. ....... ......... ......... ................... ......... ........ ......... ......... ......... a a } .........:.. 240 .............. ..... - -- _ S„N° . ....... ..... w . . �? w . . °,tio Z ALL WORK ON THIS SHEET IS SCHEDULE ':'C" N. o 220 : -- - , -- -?EMOV - p. ZIM4, ...... ...:.........:........ ::....... - _ _ - - .......W .. ..... CFpf' ........... ......... .. ................. F,9 ............. ........... ......... .............. ........ ........ ....................:... . 54. ... E. ® 12.Oi 5 PVC SD _ e Z PROFILE SCALE a 210 ... ... HORIZ. .� »�20'.. ................... .:.. .. PVC SD ® 6.05% `-- °fay Pao 9 F' 905 VERT. I"=1:0' S /ONAI EXPIRES ... ...... ................:......... ........... W ................. ... ............... ....:. ................. . ....... .........:.. . . .... .:... ..... .:... . . .... :..... ....:. ... .. :......... :. ..wwP- ,_,i6? ......: .. .... ISI-121 1 ICD1211151 SCANNF.DDEC 10 ,,999 LL 61 01 3ENCHMARK "BM -20 "! R SPIKE IN N.W. POWER POLE, ,ST SIDE OF ABERDEEN AVE. 31TE HOUSE #2304 TION = 273.14' > o � w LLJ J r w Ld � I EX CB C) > z C) z O , - -- p -- - - -- -- - - -- WALK -- q1s i W 6" - CITY MON. # 237 �°Fi, � `W ABERDEEN AVE. :NE- -fr _ N° 88 92.5335 24 LF OF 12" E 1304891.0542 — • _ _ - _ - — _ — _ _ _ _ _ _ _ _ _ _ CPEP 8 1.5% —' INTERSECTION OF NE 20TH ST. (n --------- -- -- -- - -- - -- AND ABERDEEN AVE. NE — i B B - o a G CB #14 CB 16 G A CB #18/ G 00 00 Wll :E A LAWN =271.17 12' CONC.(N)= 269.02 E) 12 "CMP = 268.77 12 "CMP�NW)= 268.67 SCALE 1 " =20' CITY BENCH MARK #1837 CB 15 ELEVATION: 317.23 FEET REMOVE EXISTING CB AND LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 Sr Edmonds Ave NE. N 189501.1016 DESCRIPTION: 2 -112" brass disc on F 1304916.6248 conc. man. 0.4 feet in IRIH = 282.40 CB #116 N CD ^ v t\ N � O w i- a Z W 0 �uiz cc a > LU M 6 O Z o Zc ®- 3 MO<Co aZ W �Q yCC CC 0 Z u uj Lu g Z y i- OC 2.0 N o a`o N a § m o y= 1 O O n< �d yy E z P �N ¢j C C� s �3 n 3 Y4 o ' 9 3ENCHMARK "BM -20 "! R SPIKE IN N.W. POWER POLE, ,ST SIDE OF ABERDEEN AVE. 31TE HOUSE #2304 TION = 273.14' > o � w LLJ J r w Ld � I EX CB C) > z C) z O , - -- p -- - - -- -- - - -- WALK -- q1s i W 6" - CITY MON. # 237 �°Fi, � `W ABERDEEN AVE. :NE- -fr _ N° 88 92.5335 24 LF OF 12" E 1304891.0542 — • _ _ - _ - — _ — _ _ _ _ _ _ _ _ _ _ CPEP 8 1.5% —' INTERSECTION OF NE 20TH ST. (n --------- -- -- -- - -- - -- AND ABERDEEN AVE. NE — i B B - o a G CB #14 CB 16 G A CB #18/ G 00 00 Wll :E A LAWN =271.17 12' CONC.(N)= 269.02 E) 12 "CMP = 268.77 12 "CMP�NW)= 268.67 SCALE 1 " =20' CITY BENCH MARK #1837 CB 15 ELEVATION: 317.23 FEET REMOVE EXISTING CB AND LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 Sr Edmonds Ave NE. N 189501.1016 DESCRIPTION: 2 -112" brass disc on F 1304916.6248 conc. man. 0.4 feet in IRIH = 282.40 CB #116 � � `� r,; 3 `N� _ �1�/ N N '�' 1 �' �' z V d �' N cv � � � o, � a N \ ��I � a����� N I � � � ZZ W W a> � Z� Z W d � �� W Mc u� G 3 " "� �� �Z W FQ Q �� � � Z W ® �G �� � Q W +% n a.� 00 � or N s� 3 E.r �z °- N �a W � �y a U F+-I � o c �E -� d E � �� `m o� a� `s �� � Q .o � ��� �� N �� �.� i PAY IiMIT TRENCH BACKFILL 6' -0" FOR 12" SEWER AND 72 "c 24 "r STORM PIPES �._0. �T I SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL ORA M ORT PERK 8ECTI0N 9 NO3.12(1)C (SELECT BACKFlLL) OF THE SPECIAL PROVISIONS. PROPOSED 12" SEWER PIPE AND 2 =" AND 12" STORM PIPES PIPE ZONE MATERIAL PER SECTION 9 -03.76 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFlLL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES. r 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 907 MINIMU'd DENSITY EXCEPT DIRECTLY OVER PIPE WHERE C0MPACT�7N WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCHEXCAVATION SAFETY SYSTEMS BID ITEM. 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL 1z" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH SAWCUT FINAL JOINT TYP. EACH SIDE tT -o" I T PAY LIMIT TRENCH BACKFlLL - 5' -O" FOR 18" O.D. HDPE & 28" O.D. HDPE DUAL LINE TRENCH NOTES: i. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- O3.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 18 "- D. HDPE SEWER AND 28" O.D. STORM HDPE MAINS PIPE ZONE MATERIAL SHALL BE PEA GRAVEL OR SAND ' EXCAVATION OF '.:VSUITABLE SOIL AND BACKFlLL OF FC:IVDATI0N MATERIAL (IF NECESSARY) DEPTH AS APPF.GVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 3. COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION 'MLL BE HAND TAMP ONLY. 4. PIPE MIST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFlLL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 18" O.D. HDPE SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL � EXIST. ASPH. CONC. PAVEMENT, TYP. 6' CL 'B' ASPHALT CONCRETE PATCH CONSTRUCTION NOTES (!tE 27th ST, KENNEWICK PL NE &ABERDEEN AVE NE) -1. TRENCH SAFETY AND SHORING SHALL BE PER SECTION 7- 08.3(7)8 OF THE SPECIAL - k' CL 'B' ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON - WORKING (NE 24th ST) HOURS. 2. VERTICAL CONTROL DATUM BASED ON NAVD 7988 (IN FEET) 6" CRUSHED SURFACING TOP COURSE 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. BACKFILL 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND (SEE BEDDING /BACKFILL DETAIL) PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION I TRENCH WIDTH�PER APPROPRIATE 10' -O° FOR 16" C905 PVC & 24" C9O5 PVC DUAL LINE TRENCH DETAIL PLUS 2� -0" r -o• 5. STATIONING SHOWN iN CENTERLINE OF ROADWAY OR SURVEY C0NY2OL LINES AS DEFlNED BY THE CONTROL POINTS. 6' -O" SIDE SEWERS I - 6' 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. ASPHALT CONCRETE PAVEMENT 7. MATCH FlNISH GRADE WITH ALL MANHOLE DDS. RESTORATION DETAIL 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERTAND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. NTS 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM. PARALLEL GAS LINES WHERE CONFLICTOCCURS. .NOTES:... 70. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFlLIED AND PATCHED THICK. (IN ACCORDANCE WITH STANDARD PLAN jjF0O6, DRAWING jjFRO1N). PER SPECIAL PROVISION 5 -06.7 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL, TO ALL TRENCH RESTORATION WORK. p, ZIM MF9 11. REPLACE ALL DISNRBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN FOOB, DRAWING FR05 AND STANDARD "CEMENT 2. THE FNAL SAWCUT SHALL GCS °�h4"W0 � ;f/ � PLAN �! F001 CONCRETE CURB AND GUTTER." JOINT BE A MINIMUM OF 1' BEYOND THE UNDISTURBED Q� ♦E � EDGE OF THE TRENCH. °'� 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARf. PLAN 3. AlL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWNSHAIL BE CONSIDERED INCIDENTIAL. TO OTHER ITEMS OF WORK.. - - � � �z wa /J F007, DRAWING # FRO2. 4. ALL TEMPORARYPATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED �� Fo sr["EO ��' SS�ONAI ECG 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (7) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. WITHIN (2) WEEKS OF C0MPLE11ON0R WORK WITHIN THE ROADWAY AREA - UNLESS APPROVED BY THE ENGINEER. EXPIRES "� 14. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTION OF NE 28TH 5T /JONES AVE NE AND NE 20TH ST /JONES AVE NF. /� H/N/�: �? -�j�? � REFER TO THE COVER SHEET OF THESE CONSTRUCTIONS PLANS FOP THE RESPECTIVE - COORDINATES. � � 1 1 NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL. EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL S- ?16 ?11 15' UTILITY EASEMENT -- I SEE DETAIL #i AND i►2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFlLL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- O3.12(1)C (SELECT BACKFlLL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C9O5 PVC SEWER AND 24" C9O5 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEP "ri AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST I v� TYPICAL CROSS SECTION FOR 16° C905 PVC. 24" C905 PVG AND 8° DI SEE ABOVE DETAIL FOR BACKFILL AND BEDDING REQUIREMENTS � D , �_ �r�� �f 'CgNNF.l7 DEC 101999 10' -O° FOR 16" C905 PVC & 24" C9O5 PVC DUAL LINE TRENCH ° ° a a ° e e c cA < d ° e d ° 4.0' To�e.o' a a d ° r -o• I 24" 16" 6' � °° " � � a a ° m NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL. EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL S- ?16 ?11 15' UTILITY EASEMENT -- I SEE DETAIL #i AND i►2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFlLL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- O3.12(1)C (SELECT BACKFlLL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C9O5 PVC SEWER AND 24" C9O5 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEP "ri AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST I v� TYPICAL CROSS SECTION FOR 16° C905 PVC. 24" C905 PVG AND 8° DI SEE ABOVE DETAIL FOR BACKFILL AND BEDDING REQUIREMENTS � D , �_ �r�� �f 'CgNNF.l7 DEC 101999 N .' -_ ry '' f C r C �� *� N � Z 3 Ci`� _-� c >- z v g 3 �i cV � `� CD m � t �, � s LV \ �ci ' I a ^��v�� Gil i � eZ �I �� � �� V �'�' �� �� !�! �. ®c ���� a � J _ !n fV � {L8 W � Y �� i a aw of r � N O 1 s_C O �� -° - _� NW as W rn� I �o vE .� m E �1 o� d�; s' �� � �� o !L o � ��� a � ��s� 0 _N Le CONCRETE DEAD MAN BLOCKING N1TH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOIL CHARACTERISTICS. �� � ' I � CAST IRON CAP OR PLUG WITH 2" �- IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN I I 2` GALVANIZED IRON PIPE AS REQUIRED. � -- 2" CLOSE NIPPLE 2" 9C' ELBOW 2" GALVANIZED IRON PIPE, 12 ". LONG. PLAN TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED EOVAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 /PAGE 8090) 8" TOP SECTION, WITH REGULAR BASE INSTALL 2" 90' ELBOW, SCREWED SECTION LENGTH TO FlT .y-� 2" PLUG, SCREWED 9 yy. 2" GALVANIZED IRON PIPE 12" LONG 2 2" GALVANIZED IRON PIPE r.� AS REQUIRED. 9 2" GATE VALVE, I SCREWED �- INSTALL 2" 90' ELBOW, SCREWED ?" GALVANIZED IRON PIPE AS REQUIRED. TEMPORARY 2' BLOW -OFF ASSEMBLY A STA. TS +9T 6" MIN. ,/ �6" MIN. 6" MIN. \+ �` _ + / 6" MIN. QfVV pFW�SHN 9 0 � � 2 Z t' -o° DUAL UNE TRENCH 3' -0' Y -0' i 1/2 BUND FLANGE AS DAM D.I.P. TEE CL50 1/2 PLUG AS OAM ONE LENGTH OF DUCTILE IRON �- TT PIPE {CLASS 50) TO SOLID BEARING WHEN SPAN / / TEE 2" MIN. TYPICAL \ � ONE LENGTH OF DUCTILE IP.ON IS MORE THAN 4': / MANHOLE \ \ \ \ \\ 1 , �) �. � 6" MIN. -� PIPE (C1A55 50) TO SOLID BEARING WREN SPAN IS MORE THAN 4'. I I I FLEXIBLE I I I � _ � ?� .„ FLEXIBLE JOINT JOINT I � _ I . BACKFlLL WITH COMPACTED MATERIAL X BACKFlLL WITH AS DIRECTED BY ENGINEER. I a I � x f I � � .�'� COMPACTED 6" MIN. AS MATERIAL DIRECTED BY I I °a I - ENGINEER. D.I.P. G.50 6" MIN. -I (¢I. N I . SHACKLIE RODS 1 f�l I � I I I CEMENT CONCRETE CLASS C POURED IN PLACE CEMENT CONCRETE ' CLASS C BLOCK 90' BEND POURED. IN PLACE (NON U -651) D.I.P. 90' BEND CL50(MJ X PE) `TYPICAL MANHOLE J I FOUNDATION DUCTILE IRONDROP CONSTRUC110N CONCRETE ENCASED p130P CONNECTION OUTSIDE CONNECTION Dh'OP CONNECTION N75 Z lwwp - 17 - ?/�2 WATER MA /N CONNECTION DETAILS EXISTING B" STEEL WATER UNE 8 irB" VERTICAL CROSS[MJxF1) CUT- /N: T -d" BUND FLINGES(ONE W/T'TAP d 2 "PLUG) � D'r6' TEE (MJxfL) W/ CONC. BLOCK 1 -B" PLUO(MJ) W/T'TAP d T" BLOW -OFF 1 -B' G4TE VALVE (FCsMJ) TEMP. BLOCX - INSERT CLEAN /NO POLY -P1C' T -B' GATE YALVf (MJxMJ) / 2- RO -MAC COUPLINGS D/ 70 SR / T -B" PLUG (MJ) W/27AP d 1EMP. BLOW -OFF O,// TEMP. BLOCK NEW B' WATER UNE tD PLAN VIEW EXISTING B' STEEL WATER UNE TESTING DETAIL AT ABERDEEN AVE NE SINLESS STEEL 2AP5 END NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAMUNE. 2. STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM SPACING OF 18'. STRAPSSHAIL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. INSIDE DROP CONNECTION TO 54" DIA MANHOLE NTS S- ? /b?ll . EXISTING B' STEEL WATER UNE AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N, R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT WT:N B "x8" INCREASER (PExMJ) AND B" SOUO SLEEVE d B' D./. SPOOLS SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS NEW B' WATER UNE EXlSIiNG B' STEEL WATER UNE FINAL CONNECTION DETAIL AT ABERDEEN AVE NE G p. ZIM,yF 18" O.D. HDPE & 28" O.D. HDPE QfVV pFW�SHN 9 0 � � 2 Z t' -o° DUAL UNE TRENCH 3' -0' Y -0' i Lt � 2 78 LUU/ '� IBit�� (j�� SS /ONAI. E� EX ?IRES q 3 �(� S- ? /b?ll . EXISTING B' STEEL WATER UNE AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N, R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT WT:N B "x8" INCREASER (PExMJ) AND B" SOUO SLEEVE d B' D./. SPOOLS SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS NEW B' WATER UNE EXlSIiNG B' STEEL WATER UNE FINAL CONNECTION DETAIL AT ABERDEEN AVE NE I Y -o' t i � � i i i 18" 0 D. � O.D. I � i � i NOTES: 1. THE TRENCH PLUGS SHALL EXTEND 2 FEET BELOW THE BOTTOM OF THE 5' WIDE DUAL PIPE TRENCH BY 3 FEET EITHER SIDE OF THE TRENCH BY 1 FOOT BELOW THE ELEVATION OF THE SURROUNDING GROUND. TRENCH PLUGS SHALL BE AMINIMUM OF 3 FEET IN LENGTH. CONTROL DENSITY FILL TRENCH PLUG c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999 5' -0" TRENCH LIMITS FOR 18" O.D. HDPE & 28" O.D. HDPE t' -o° DUAL UNE TRENCH 3' -0' Y -0' i I Y -o' t i � � i i i 18" 0 D. � O.D. I � i � i NOTES: 1. THE TRENCH PLUGS SHALL EXTEND 2 FEET BELOW THE BOTTOM OF THE 5' WIDE DUAL PIPE TRENCH BY 3 FEET EITHER SIDE OF THE TRENCH BY 1 FOOT BELOW THE ELEVATION OF THE SURROUNDING GROUND. TRENCH PLUGS SHALL BE AMINIMUM OF 3 FEET IN LENGTH. CONTROL DENSITY FILL TRENCH PLUG c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999 NE ?7th ST. /ABERDEEN AVE, NE STORM DRAINAGE IMPROVEMENT AND s- mzia,o_m, EAST KENNYDALE SEWER INTERCEPTOR 'SURVEY CONTROL �� Greek go T A E D m � � m NE T 24Yh ST a LAKE Y WASHINGTDN < NE 20th NE m m D m / j VFt D4VD D ❑ �RD vg1�' �Do� o0 1,101 i0 scnldr CALL BEFORE YOU DIG L N Of THE 48 DOUR LOCATORS Of 1- 800 - 424 -5555 Wwa -27- 2.dj .TWIO - 27 - 2162 HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS' BASED ON CITY OF! RENTON MONUMENT # 266 AT THE INTERSECTION 'OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591.02801 AND CITY OF RENTON MONUMENT # 1839 AT THE INTERSECTION OF NE 20TH ST AND JONES AVE NE N 188877.7390 E 1303565.2370 RECOMMENDED FOR APPROVAL 15 Zm � NE 28th ST NE 27th T 2 3 4 z 5 Z NF 24th Q ST Q W W W 0 o i Z NE 20th ST W I E (F 0 SCHEDULE Noi lu "A" j/viI SHEETS N WASTEWATER UTILITY DATE SCHEDULE N� SHEETS �a C cn SURFACE WATER UTILITY DATE SCHEDULE "C" SHEETS 13 -15 N WATER UTILITY DATE ° I CK CD 16 w I z z w DETAILS w v w 7-- m L�j III 17 -18 ISI-121 1 � _ MAINTENANCE SERVICES DIRECTOR DATE �� N C. <.4' 1 SCANNED MAR 3 0 2000 m. CD z zm W W r h� o� � L�j W z m CD cn . <cz � Q Q cn m o o c- z I z N W W CD s wI-- z cn Q w N � o � a w s O Z o o' E N o W x a G �E 5E � W y ME 11 O N d � a Q � o 3 0o 2 U1 a 0 e� z w Z U oo��e3� � NE ?7th ST. /ABERDEEN AVE, NE STORM DRAINAGE IMPROVEMENT AND s- mzia,o_m, EAST KENNYDALE SEWER INTERCEPTOR 'SURVEY CONTROL �� Greek go T A E D m � � m NE T 24Yh ST a LAKE Y WASHINGTDN < NE 20th NE m m D m / j VFt D4VD D ❑ �RD vg1�' �Do� o0 1,101 i0 scnldr CALL BEFORE YOU DIG L N Of THE 48 DOUR LOCATORS Of 1- 800 - 424 -5555 Wwa -27- 2.dj .TWIO - 27 - 2162 HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS' BASED ON CITY OF! RENTON MONUMENT # 266 AT THE INTERSECTION 'OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591.02801 AND CITY OF RENTON MONUMENT # 1839 AT THE INTERSECTION OF NE 20TH ST AND JONES AVE NE N 188877.7390 E 1303565.2370 RECOMMENDED FOR APPROVAL 15 Zm � NE 28th ST NE 27th T 2 3 4 z 5 Z NF 24th Q ST Q W W W 0 o i Z NE 20th ST W I E (F 0 SCHEDULE Noi lu "A" j/viI SHEETS 2-7 WASTEWATER UTILITY DATE SCHEDULE "B" SHEETS 8-12 SURFACE WATER UTILITY DATE SCHEDULE "C" SHEETS 13 -15 WATER UTILITY DATE SCHEDULE "D" SHEET 16 UTILITY SERVICES DIRECTOR DATE DETAILS SHEETS 17 -18 ISI-121 1 � _ MAINTENANCE SERVICES DIRECTOR DATE Ir "{ C. <.4' 1 SCANNED MAR 3 0 2000 m. -,--; -1 CJ�. 1' ALDER OF A DYING 12" ALDER TION = 241.58' o L I� Lu EX SSMH „A °, � / / �/ / , I f` DEC� 1 l� Cq SHALL urIu -.�. / /�'� - TRANSITION ( �- RIM 24 % I �� Z� 12 "(E;NW) i -0nnaPL j. %r� W� Q.r �/ (/� 1� - HOUSE [ I INV E 230.09 r; -' X l r j z r.g,,AL1lER Ill NW' 229.99 u a� 8'FIRS / i t .' -Q 2xt3 HEMLf;C_'K:�' �/� l //; /.� /.Irl may_ t ,J Iv _NEW 18 "_b.6. /HDPE SEWER CIO Im ® -v. !` `! \ AL �. -� U 21 x" - ANGLE POV.'T IN \T8 »..: h � �Q`- i., ORIVF. v- UT,LUTY,:EAS ENT O.D. HOPE SS LINE'. ANGLE�POINT IN 18. , y+. SS• a ' ;,i : i N ':191191.0907 ! i 0 D/ HDPE�SS NNE _ s: Cm Z �9, /�' i / /, RAG c�;' .1 -� / / / V Nom' E i i N' 1:91'045:60�� t v , = L=�,�% 3,.iIR- // r'° `^ t.�- �� -- E303§ss:a209- - h[ i :kU t. . , / / t H 2O _ �1. / / / E 130 985.6894 " - - p N TRENCH PLUGS Oil / I I. �, ` f�,� : [ _-'_ __ '. / TEST BORING s a JR f a G, RAGE $(j Ct:- \ : v ,. ,.... -, /� ( . 20 TEMPORARYi 4t z G_ f n / �. _ \ /. u -CONSTRUCTION EASEMEN ANGLE- POINT--114".'28 .n :1, i.,. 1 NEW g O.D. HOPE STORM., :.� /. " 114.. FIR i rr': W 0,01 'HDPE SS'LINE S. ::.I.:; .,, /..gNGLF POINT IN 28. :2 .., I f Il., � / ,;� , , w,J _�_ _._..� � 'tom f f _F`'tK (J 191191.1139 � O: D. HOPE SS L/NE. h� E.1303984.5210 5910 ;5 ljTIDTY TEASE ENT M o � > ��� �� � ,,, z / Ox � � i ' El 1303983`.3894 F of 2 tIR z - -= ' 3 y 4 EDAP. z /__. DEFLECT NEW LAWN, 'L k STORM AROUND �: # CONTRACTOR TO 'PROTECT L -- N E-I NEW SSMH 2 CONTRA CHAIN LINK FENCE AND a °° t✓ �..0 R-i m° f/ / /' / /� _,i.^i ` ��`" GARAGE ADJACENT TO ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA.I NEW 6" SIDE SEWER (TYPICAL) HDA ',' /� / / RIM =243.09,C.(SE,NNW) 234:89 SDIviH SET Y� I/ a �E / ( I.E. 15 CON _ FACE mN / PIM 4 -.56 ELF\ n �I ='m % I C 157: (E)- 2.55.96 NOTE. EX SSMH "B` 15''CONC {NN!) =235.86 SIDE SEWERS .SHALL HAVE `A MIN.. RIM 243.51 SLOPE OF 2% FROM THE SEWER MAIN ,,YESTIBORING I.J.I.' i �/ � (l 12 "(SE,NNWjkV NW '229,66 TO THE 230 : ADJACENT PROPERTY LINES. INV SE NOTE: : WHICH ARE i :21 SIDE SEWER STUBS ALL UNDEVELOPED AREAS SHALL BE 6 FEET DISTURBED SHALL BE HYDROSEEDED. DEEP AT THE PROPERTY LINE IF POSSIBLE. ALL g SSMH #1 RESTOREDLWITH SOD.. SHALL BE o EX. SSMH 'B" _ __ REMOVE EXISTING MH AND REPLACE gg N 191346,5039 WITH NEW 48" MH WITH OUTSIDE S E 1303936,9951 DROP SDMH #2 RIM = 7,43.49 243.51 191304.89 SSMH #2 NEW 48 SDMH 191004.2 1303998 57 19 109 h 660 0 E 12 », NW =s-*� 229.66 RIM 224`01 NEW 48 ", MH E r IE 16" SE = fir- 230.21 I „ -'--- N 43!0865 -66•l 191276.70 30.ioo�. SCALE 1"=20' CITY BENCH MARK #266 ELEVATION: 247.87' FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dla. round conc. man. 0.2 feet down In mon. case. 3 � " SW = 294- a�230.21 E 439398Tr+�Si- 1303986.48 RIM 258.00 IE 16 o w f9fl -I 230.91 RIM = 1243.76 THE CONTRACTOR SHALL PROVIDE IF 24" SE l5s -t,3-2 0 ao IE 16" NW = -A;o -6 - 230.11 IE 18 „0.D. S =�= 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = 066v9fs 248. V) IE 18 SW 236.62 IE is NE - x 236.99 a - OF THE SPL"CI L PROVISIONS.: TYPICAL CERTIFICATION - A N CB #i I ' SSMH ' 3 L' HEREBY CERT {FY THAT THE HORIZONTAL AND VERTICAL N W, SSMH "A' # LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON E 6�I TYPE, 2 „ -48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER N,.. i i N :199284.6698 '� I I. I: NEW ,.,.. H e9-k3- 191310.86 / EX , ( :E i n o 6.GS 3 :. r: N- f9f68rk�1 7�e191005.81 :. MY IDIREC ION. :. 1 983.20 3 4 2 9... I.. :,..x_988:...,.:8 W' „_ RIM _ ;. c,T�' E .x..1303987:42 RIM. __ 242.48x; I - _ _' ,247.117 I _ z » - _ rr. 9E 28 O.D. S'= gT.,6- 99('238.87 IE 12: IE - 2230.09 RIM - 258.00 o \ i„ _ Bi', 5E F.D. RINGEL L S. 23613 DATE: IE:EXISTING 15 SE =i3�34 36.05 i !E 16': NW 03errG_229.99 IE 1 I�. 59- 8246.69. of o o % IE 16 "'N - 46B:4�k 248.59 IE -2d" NW �s:0a234.78 .... i ... .. .. .... ............... ............. .... I ........... .................. ...... ............ ............................... J, 1 r� 3� m Ns i oNoN / N N a . .. E 1303967.1224 RIM = 243.09 IE 15" SE =:234.89 0 _1- ui d Z Zi Ill TEST BORING V w Q . . : bbl O Z -,--; -1 CJ�. 1' ALDER OF A DYING 12" ALDER TION = 241.58' o L I� Lu EX SSMH „A °, � / / �/ / , I f` DEC� 1 l� Cq SHALL urIu -.�. / /�'� - TRANSITION ( �- RIM 24 % I �� Z� 12 "(E;NW) i -0nnaPL j. %r� W� Q.r �/ (/� 1� - HOUSE [ I INV E 230.09 r; -' X l r j z r.g,,AL1lER Ill NW' 229.99 u a� 8'FIRS / i t .' -Q 2xt3 HEMLf;C_'K:�' �/� l //; /.� /.Irl may_ t ,J Iv _NEW 18 "_b.6. /HDPE SEWER CIO Im ® -v. !` `! \ AL �. -� U 21 x" - ANGLE POV.'T IN \T8 »..: h � �Q`- i., ORIVF. v- UT,LUTY,:EAS ENT O.D. HOPE SS LINE'. ANGLE�POINT IN 18. , y+. SS• a ' ;,i : i N ':191191.0907 ! i 0 D/ HDPE�SS NNE _ s: Cm Z �9, /�' i / /, RAG c�;' .1 -� / / / V Nom' E i i N' 1:91'045:60�� t v , = L=�,�% 3,.iIR- // r'° `^ t.�- �� -- E303§ss:a209- - h[ i :kU t. . , / / t H 2O _ �1. / / / E 130 985.6894 " - - p N TRENCH PLUGS Oil / I I. �, ` f�,� : [ _-'_ __ '. / TEST BORING s a JR f a G, RAGE $(j Ct:- \ : v ,. ,.... -, /� ( . 20 TEMPORARYi 4t z G_ f n / �. _ \ /. u -CONSTRUCTION EASEMEN ANGLE- POINT--114".'28 .n :1, i.,. 1 NEW g O.D. HOPE STORM., :.� /. " 114.. FIR i rr': W 0,01 'HDPE SS'LINE S. ::.I.:; .,, /..gNGLF POINT IN 28. :2 .., I f Il., � / ,;� , , w,J _�_ _._..� � 'tom f f _F`'tK (J 191191.1139 � O: D. HOPE SS L/NE. h� E.1303984.5210 5910 ;5 ljTIDTY TEASE ENT M o � > ��� �� � ,,, z / Ox � � i ' El 1303983`.3894 F of 2 tIR z - -= ' 3 y 4 EDAP. z /__. DEFLECT NEW LAWN, 'L k STORM AROUND �: # CONTRACTOR TO 'PROTECT L -- N E-I NEW SSMH 2 CONTRA CHAIN LINK FENCE AND a °° t✓ �..0 R-i m° f/ / /' / /� _,i.^i ` ��`" GARAGE ADJACENT TO ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA.I NEW 6" SIDE SEWER (TYPICAL) HDA ',' /� / / RIM =243.09,C.(SE,NNW) 234:89 SDIviH SET Y� I/ a �E / ( I.E. 15 CON _ FACE mN / PIM 4 -.56 ELF\ n �I ='m % I C 157: (E)- 2.55.96 NOTE. EX SSMH "B` 15''CONC {NN!) =235.86 SIDE SEWERS .SHALL HAVE `A MIN.. RIM 243.51 SLOPE OF 2% FROM THE SEWER MAIN ,,YESTIBORING I.J.I.' i �/ � (l 12 "(SE,NNWjkV NW '229,66 TO THE 230 : ADJACENT PROPERTY LINES. INV SE NOTE: : WHICH ARE i :21 SIDE SEWER STUBS ALL UNDEVELOPED AREAS SHALL BE 6 FEET DISTURBED SHALL BE HYDROSEEDED. DEEP AT THE PROPERTY LINE IF POSSIBLE. ALL g SSMH #1 RESTOREDLWITH SOD.. SHALL BE o EX. SSMH 'B" _ __ REMOVE EXISTING MH AND REPLACE gg N 191346,5039 WITH NEW 48" MH WITH OUTSIDE S E 1303936,9951 DROP SDMH #2 RIM = 7,43.49 243.51 191304.89 SSMH #2 NEW 48 SDMH 191004.2 1303998 57 19 109 h 660 0 E 12 », NW =s-*� 229.66 RIM 224`01 NEW 48 ", MH E r IE 16" SE = fir- 230.21 I „ -'--- N 43!0865 -66•l 191276.70 30.ioo�. SCALE 1"=20' CITY BENCH MARK #266 ELEVATION: 247.87' FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dla. round conc. man. 0.2 feet down In mon. case. 3 � " SW = 294- a�230.21 E 439398Tr+�Si- 1303986.48 RIM 258.00 IE 16 o w f9fl -I 230.91 RIM = 1243.76 THE CONTRACTOR SHALL PROVIDE IF 24" SE l5s -t,3-2 0 ao IE 16" NW = -A;o -6 - 230.11 IE 18 „0.D. S =�= 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = 066v9fs 248. V) IE 18 SW 236.62 IE is NE - x 236.99 a - OF THE SPL"CI L PROVISIONS.: TYPICAL CERTIFICATION - A N CB #i I ' SSMH ' 3 L' HEREBY CERT {FY THAT THE HORIZONTAL AND VERTICAL N W, SSMH "A' # LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON E 6�I TYPE, 2 „ -48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER N,.. i i N :199284.6698 '� I I. I: NEW ,.,.. H e9-k3- 191310.86 / EX , ( :E i n o 6.GS 3 :. r: N- f9f68rk�1 7�e191005.81 :. MY IDIREC ION. :. 1 983.20 3 4 2 9... I.. :,..x_988:...,.:8 W' „_ RIM _ ;. c,T�' E .x..1303987:42 RIM. __ 242.48x; I - _ _' ,247.117 I _ z » - _ rr. 9E 28 O.D. S'= gT.,6- 99('238.87 IE 12: IE - 2230.09 RIM - 258.00 o \ i„ _ Bi', 5E F.D. RINGEL L S. 23613 DATE: IE:EXISTING 15 SE =i3�34 36.05 i !E 16': NW 03errG_229.99 IE 1 I�. 59- 8246.69. of o o % IE 16 "'N - 46B:4�k 248.59 IE -2d" NW �s:0a234.78 .... i ... .. .. .... ............... ............. .... I ........... .................. ...... ............ ............................... J, 1 r� 3� /16• l ' � SCANNED 13 0 20 S +.? i / .. a . .. E 1303967.1224 RIM = 243.09 IE 15" SE =:234.89 - .. TEST BORING w 2.7.0 ... . . : ;THE .PROPOSED, HOPE. STORM. AND. . B -9 a o HOPE SANITARY SEWERS LINES SHALL HAVE A :MINIMUM :`,COVER OF 4 FEET AND A MINIMUM SLOPE OF 0.5% mM ' FROM CB #1 AND SSMH #2 'TO SDMH #2 M 2:6.0...... �...I.'..: ..... . ... I .............. A SS #3, ND... :..... 2.x.0 ..... F- LaJ' { TRENCH PLUG . TEST BORING HB_ 1 - - Lai . :LLJ ' N 191185.7205 LAJ N: E 1303985,7247 (SEE DETAIL ', SHEE T 18). TRENCH PLUG X ISTIN�� .... .. ........2.5.0........ ..... ........... ...I ... .. _.....L...... ................ ....... E1303985.U902 ....... . ..:.. ....:..j,.�................�... SHEET '18) / - .5.0............., Z IWLI,(SEEOETAIL ; - -. - - - - - - - -. APP03 BOT T M % / UNDWATER: LEVEL 96 NOV. 18. 19...........:.........:.... W N o ...... . ............2.4.0.:..,.:....... :::... ,....:...:........,.. .,..I.i:.. ... MIN. 0.5 6 BETWEEN CB-#I .:. AND .SDMH.. 2...: ....,.:... .. :.. , ..- ::......::.... �� ... ..' .......:.........:.. .....:...2.4.x.........,.:.,... _ + _ 276.55 LF OF 18 ".O.D. HDPE. SS APPDX. BOTTOM , -- Il I I ®MIN. 0.5% BETWEEN SSMH #2 OF TEST BORE I I 2.. . 330. I i- >�- I, � I I� 21.x2 AND SSMH' #3 , PROFILE SCALE, .....2.3.0 .................. 1 29 LF OF. 16" C,905 P.VC ':SSI -1 ® -B9E i � I � I , I ': HORIZ...1 76 ! -'P-LF OF 16" c9o5 PVC_, Ss 0.1R SCHEDULE "A" WORK ALL .WORK OI N THIS SHEET IS `SCHEDULE "A VE!,RT. 1'=10' SCHEDULE »A,. WORK . 49 LF, i OF I16 0.6'C C904 PVC SS ®9 ME 2 0.. 2 . . SCHEDULE A,I WORK! fj /16• l ' � SCANNED 13 0 20 S +.? REGRADE SLOPE AND PLACE 2 -3 MAN ROCK AS DIRECTED \ to r ° ` o:o :® \ I; c BY ENGINEER - uj �;`z " _ FILTER FABRIC'-FENCE ,SHALL IZ ':W n \ \ '=' ��'"� .. \\ - -AND MAINTAINED: . \ _ _ _ BE -CONSTRUCTED-AND .� 15'UTINTY EASEMENT y W 1 \ T \ \:.' - (\ • �. �\: L EDGE OF :EONSTRUCTION _ EASE £N SW TO L W W SEESNET, 22so\ - - - - _ - - - _ M A�,o A - - _ - _ - _ _ WC?,ODED AREAS \WE AND - - .. OTECT TLA - o Z � NEW -r6-:-PVC-SEWER n o _ - v - \ Lu Ii I.� W \ `\ i r,\,-)UL ✓<••F; i i _ CONSTRUCTION. EASEMENT . I Qdill O� : i' lA / r 19' TEMPORARY al Q,iW \ _', ,r._,' ,I•.�•�.'1� \ \ \ { _. -•,_^ - \ �.� L�.4 �..•.• '.,. ` `., \ 15' UTILITY EASEMENT T I I� ��a % / / o Ld " (%i �i _. Ld N � TEST BORING ��•S ,; k `_ _ _ - - 4 -. -- - __I :Z NEW 24 P1C STORM- - - - ° - - �'� \ \3 U \ \\ \\ E1EEY T' i / Is' unun W n'• :.� \ \ \ \ `� " 1..t,' TEMPORARY_. � /• EASEMENT W -\ N � '.11J ` _ �.. ` -, Ii \ i '4 ��4APti =J� � \�� :�- _ - __ -_ -CONSTRUCIION'EASEMENT _," 'I�� � d ® ':.Y.. - - : "s. \ : ��: -'-- - _.. - SS H / POST - .. \ yC tDT _ _ o - - - -- -- - w Zy F HkDRSE PASTURE `c\ ?< T ,rte _ - G� - -- - -_ - - -- -f� o H 3 Lu - - „1:-`� '.T,P�2 l�F 8 , DI WA�£It _ _ - 12 "p, "APLC 8'',10 `, y2'AP L-E_ _ `� � \ - 20'-:-TEMPORARY_ -:, -EASEMENT �. v , N :190890.5555 - q F' 15 UTILITY EASEMENY rr i\1 E'1304248.6409 1�_.. - 4 .1 - j w 0 E I' NOTE.-' 8 ".PLUGI (MJ) WITH - - -- CONTRACTOR TO REMOVE O I �', , p „I. -o :.I » t.: :.i AND DISPOSE OF ALL I ' 13 _ 2 TAP AND "2 TEMP: I ALL UNDEVELOPED WHICH ARE - �" r w E i.o¢ " - :, YDROSEEOED. BLOW -OFF NEW 6. SIDE SEWER 1 I '� � IMBLY N 190888.3755 ;�;. EXISTING' 4" 'DIA. POSTS � C A L E I � Z O DISTURBED I SHALL BE H ,k� I i ASSE II wa ,I �I III ALL'DEVELOPED LAWNS SHALL BE �' �_ 1 / PER DETAILI ON SHT 18 (TYPICAL) E 1304366.1668 THIS WORK SHALL BE RESTORED WITH SOD.' `''I'UI'' P I `-E CONSIDERED INCIDENTAL CITY I BENCH, MARK #266 : ' 8" WATER:' 45 °' BEND (RJxRJ) All I � � rno ELEVATION; 247.87 FEET 'x WITH CONCRETE BLOCKING TO OTHER WORK LOCAITfON: Intersection of NE 28TH ST li o 5. & Jones Ave NE. N 190945.9552 cFa !II N / peer pin on 5" NOTE E 1304436.2868 yy m:E DESCRIPTION: 1 8° co x mE dia. round cone. mon. : :. SIDE SEWERS SHALL HAVE A MIN; HDA BENCHMARK "BM -17" : 8" WATER: 45• BEND (RJxRJ) ' SLOPE OF 26 FROM THE SEWER MAIN a I _ 0.2 feet'I' down in'mon: case. SET RR SPIKE' IN NORTH '.tea TO '::THE ADJACENT PROPERTY: LINES. _ T �I o� SIDE �� !- - -- - - -, DEEP AT THE POSSIBLE. ROOT OF A 36 MAPLE PROPERTY LINE IF'POSSIBLE. ELEVATION = 264.00' SAIIIIII12162,15t STUBS SHALL BE I6 //�� t a m SSMH 6 = TEMP. 24 , , N 190890.5555 NEW ',48" SSMH E 130890. 6409 SDMH #4 N 790888.3755 N }989 .661 190954.55 E $90 11166,6989 1304431.97 BLOW-OFF ASSEMBLY NEW 48 'SDMH E 1304366.1 -668 RIM = $6+66 284.79 z N 49689 -46£16 1 95.23 8" WATER: 45• BEND (RJxRJ) _ 3 Y CERTIFICATION ^S K D E h3Af36�fr74531 67.1 WITH CONCRETE BLOCK IE 16" SW $68x36 1.49 o �C'" s SSMH 5 RIM = 1699 -9 r 283. x �b I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL �` r NEW 48" SSMH IE 24 "' NE _ $5s0rl 50.8 u LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN: HEREON /Yt SDMH 3 SSMH 4 N -7 1 .24 i' = N 190945:9552 E 1304436.2868 a ARE THEr RESULT OF A SURVEY MADE BY ME OR UNDER' W t' NEW 48" SDMH EW 48 �` E i�B,f3&3 3864 -1E 24 Wi N SMH MY DIRECTION. N:9B89G6@f2 RIM = ,rss26401 8" WATER: 45' BEND RJxRJ <: -: 119 19 N #sere, -1989 190900.73 ( ) I,�..,.,......I „�-. a I: N 1 E i61.rasat 13041 03 E z.Tr 11304149.82 IE 250.92 SDMH #5 z RIMe�284.82 RIM - z�6� -BB-' 4rrto� l = 284.73 IE 16" W = &281.02''', N£ 48 'SDMH RINGEL L S. 23613 DATE ;, W WL iJt1�: _ '. w. -. I IE I. 24 E �5:-- ifr249.95 I : IEi 16 ° E i5i-}� 249.88'. : I i � N +4A95A- a.�4`� 1 . 79 _, 'IEI24 "i W. .249.85 E. 16 E 936d+f3d:866M11 48 pg I NW �5�r- s;r24978 R M 284.89':'... 8, WATER MAIN..: FROM i I x x' i 19089015555 If 24" E - ,iaca- gr251.49 ' N 190899.4896 TO N1 £ 1304306 .13042 8fi409 IE 24 SW. �?� 251.39 4 .1071. E 4 . ..:. . ..... ", . , :........ N JOINT PIPE of : SHALL BE PUSH 0, a TEST BORING 8" WATER MAIN FROM B -10 N `.'190944.7206 TO N 190899:4896 TEST BORING .. ...:......: .... � /.0.... !.w:........ ..• 0 ....:.........:..... .. .. ................. 1071 ... .. TP -1 o EX /STING GROUND'. JOINT PIPE AND FITTINGS 6 E '1,304495:7206 - - - - TEST BORING x - `_- OVER TP -2 ----- --- - -- m CV _- 3'' MIN. C - - - - -- i NEW 8" 'DI WATER MAIN WITH POLYWRAP 260 . .. .:..... ... __- -_ C J -.- I- _ - - -- 0.6x V _ .221 W W 87 vc sD : ¢ge.�6 LF OF 24'.` C905 PVC :SD 0 0.5% zzhdr9z'�• LF OF 24 C905 PVC SD 0 0.5% : F W 96:-73 L OF 24" C905 P ®�9 -596 (n _- -- '- �S:Q... . 96 -3 LF OF 16' 0905 PVC SS 0 �-59� J 0. os7E' w 2� :i5&iJ3LF 'Cr i 6 "' C905' PVC SS ®9-594 zr LF OF,16 'C905PVGSS, ®0.3�..APPDX.J BOTTOM 84 W W 194 0.87E OF TEST eorroM 218. . .: OFTEST BORE OF TEST BORE (n W zz N :GROUNDWATER LEVEL 2,4Q.... NOV.: ,is,_ 1996. 240 w ALL I CNORK ON THIS SHEET ' IS iSCH DOLE A aPPOx.':aorroM � I I � � CIF TEST BORE i i I I I I I I I I I I OFI E !SCALE I :PR L A . 1 I I I 0' 0 IZ . - I H RI 1�' I I I 2 w 2' I , 1 . '� � 2 lERT. 1 1`0 II I• p I 5.w _2 a/62 z R I s I I r ,I I SCANNED MAR 3 tJ 2000 i1 / .aid Ir a I . I i �a Ili i i - it .,i".'f""' "'ta rl V:°i r•�' I � Ii I I - i 1. I o 1I� i1 :il :I. I : i i b N W 1 N I � NOTE: - GRAVEL ROAD RECONSTRUCTION WILL BE BET WEEN D QI ° '' I, >> W r FILTER FABRIC CTED CE SHALL AINTAINED ABERDEEN AVEINE -AND SSMH #6. THE ROAC ::ALL' : : CO > FEET : - ERLINE OF THE PE ON EITHER SIDE OF 1 V EASEMENT. I BENCHMARK "BM -10" � ET WIDE, 7.5 z ALONG DOWNHILLIEDGE OF CONSTRUCTION. THE CENT RMANENT ,�® W EASEMENTS TO PROTECT WETLAND AND THE ROAD', SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST 0 WOODED AREAS. : ROCK PER SECTION 9-03.9(3): (TOP COURSE) OF THE FACE POWER POLE, ON E. SIDE ABERDEEN AVE. N.E. STANDARD SPECIFICATIONS. m 220'f S. OF N.E. 27TH ST, z h n' LJ Z OC ELEVATION 285.43' CITY PARKS W d I C W D I L � W PROPERTY will N : 20' TEMPORARY W Z y, CONSTRUCTION EASEMENT CO - - `a -15 --- - - - - . ' -UTILITY EASEMEN-� (Tl 15 4-Ir JILL UTILITY EASEMENT' _ -- , 6. �• IA , I - - -- - "z - -: - 4�I r: �iEr� `avc` �EwER - - - -- - -- a O Y #B t C W g Z Co F `SSMH 9 v i SyMH ..N::190944:5097 1.. : INSTALL 20' LF OF S..PVC SS 1.0/ T0. n ,, r-,. � ... r� ... 1 �:. I NEW 24. ..PVC STORM , 1,. ,.. .I r I..:,. :, � � I �I I. � ', � -:E �.1.3045>k5.6721 .,9#45:. 0:- 1 , ;, � LF- F 8 PVC ,. N 19091!9.7 li , rINSTALY- B0.:I�r TER _ . HAW WA 1 : 1 8 GAE VALVE M' J : I.: .I :: N CAP; ��. : I :.� E 13049O8.R2... (_ ) � �. ! I.,z I. 1 ,.,. SS � 0:5.G AND �. _ -. EXISTING ,. �- I.: ::�. ,,. is , ',. [-... li,'.. 1 :. �FJI_; -I I 'I GRADE I. I 1 11 1 INSTALL�E CCEANDUT TO 11... -., O I � : F...B.. AT -CAP: - ..:265:64. I I... ': 1 ..11 I w' 1 :, I 1 I 1 I » _: 275.20 � � I I � r I I 1 _, I .I'.. _ : �o is ,.. :I. I IE -0F'.B,ATC.O_ 1 1 : :,.. I INSTA ..,NEW 3.4.,METER AND METER X .�. � I, :'I I I :,,. .1 W 6 "SIDE a:.. �: LiS. 1 - -: - ._..I.. K 1 AND':CONNECT: EXISTING WATER. SERVICES ::.I,. 1 - - a .:, TYPICAL . - - -. 1 1 c I � I - I I I I.: : :I. ..I I �, :I ', � I I I I ' of I I WA :.:MN CATION',:.,. � .. I I I 1 � I, ---- .- _- _:_._- �: '. s._ ;: j.. TO NEW 8 TER AI . LO �. I I 1 , � "I � Q I. 1.. '.: TO.DE:EIELD ADJUSTED AFTER CONTRACTOR : � r, 1: 1 1 I � 7j' 1 I,I I.I: ,. �. ..k I �,. ' `I V(C I. ! I : �.., J I � I: : 25' TEMPORARY CONSTRUCTION:EASEMENT � LOCATES. EXISTING. SER ES NOTE. 1 c- I I ':1 I I U 1,. �. I. 3: 1 ,T. ti, :"v_ » SIDE SEWERS SHALL HAVE .: I I:.'.I�... :' .., I. ..,' -: ':�.'. :.:.II II:.. OVERHEADPOWER :.AND:,TELEPHONE:MAYREOUIRE' HDA' BENCHMARK. 'BM 15 1 .. I .:: I r oLOPE OF 2 6 FROM THE SEWER IMAIN I : I I I I I I 1 I I 1 ,I I, • �`TEMPIO ARY RELOCATION TO FOR .CUT: IN.: -., 1 I f....1 f. ,:I. I. II I. .,. 11 I �. I,I N,.. �:.. � : � I 1 : a f SET, RR SPIKE IN NORTH TO THE.IADJACENT PROPERTY LINES.! I a. W ':d. : - I.I I.. III I.:.. 1 ':, 1 , �.,..:•. _ .. (::.CONSTRUCTION. N 190936.8983:: .. c SCALE � - Z O I 1: I r. 1 I SIDE SEWER STUBS SHALL BE 6: FEET I [: I I I I FACE POWER POLE.;ONjSOUTH , E 1304924.5005 mo L f✓ 1 1 c 1 i' �. LINE IF ..POSSIBLE.. 1 , 1.... : : DEEP AT THE PROPERTY ,; ° SIDE GRAVED DRIVEWAY, OPPOSITE 6x6 TEE MJxFL W CONC. elocK I... I � 1 ': ' � "'' '.I I II j 1 '..I I:'11 ( ) �. pw NORTHWEST- CORNER, HOUSE #2623 I GATE' VALVE ° E _ » MARKi 266 I 1 -..j I 1.,. ', !:.. 1 :.. 1.,,. I ELEVATION 265.; 42 1 'I: I : :., : , 1.. 6 GATE' VALE (M x ) 1 ¢.,. 2 -6" cN.I:'ELEVATION: 247.87:.�FEET RO -.MAC COUPLINGS DI' 1'0 STCI. » ,; r. :' I1 : NO:TE.. CONTRACTOR SHALL LOCATE EXISTING LOCAL 1 : 1 �� rn LOCATION.: Intersection of NE' TH ST 6x8 INCREASER (PExMJ) 1 1 1 WATER! 1 SERVICES: TO HOUSES ALONG', EASEMENT 1 oo &Jones Ave NE. '.i. .i, : , I:. : PER DETAIL ON SHEET 18 d' AREA!, AND' KEEP, THEM IN,SERVIICE DURING.. : 1 8 copper In on S DESCRI PTION.: 1 0 pin 1 I I 1 SERVICES ARE LOCATE I 1 I ' : CONSTRUCTION.: THE .WATER R R T I on.. 1 : dra.:reundl "conc•.m. � : I 1.. 1 I. -.. ;I. : � 1 1 1. .I 1 III' G.': EASEMENT A :.I. : SDMIi #7 a down in man. ::case. IN THE 1VICINITYOF THE ,.. 1., AREA. I. !_ 0.2 feet ..., THE, NEW 48 S,OMH I SERVICESISHALL:BE TRANSFERED TO TH NEW 8 I N - ks9949GGa6 38.1111 WATER:: MAIN UPON COMPLETION AND TESTING': AND 19 a E W A ER AIN :: THIS WOR E i3B4948 -9 5rn• 1 57.88' ACCEPTANCE OFTH NE W T M K Awl ,r RIM' _ - - --.._ 285.19 SHALL BE' INCIDENTAL: TO OTHER : 1 AND PAYMENT FOR IT I HA 1 H 1 I :I 1 Ii I : ' 1E:24.ISE - &,2 .31 II. II I ��I _. +q� BID .ITEMS. � I I ''. � NI�..�� 1 4 I 1 IE 24" W 254. 1 1 I j I II 11 I (,°K 1%1. II I II 1 I II I I I I I CERTIFICATION 4 Q.. SSMH 9 11 11 '.!; I..1 SDMH,: 6 :.1 ..I 1 .,,.I. # '. 1. 1 1 1 N 1 190936.8983 I.. ., I;_HE CERTIFY THAT HORIZONTAL, VERTICAL �� (.� NEW48 SSMH - 10CATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON aC � NEW 48 SDMH E 1304924.5 Z DER L*y t" N 1909 SSMH #8 CONNECT TO EXISTING N o9opsir6r6G-190942.12 o ARE THE RESULT OF A SURVEY MADE BY ME OR UN E - 1�e4s�a+��i'304850. SSMH 117 NEW SSMH WITH INTERNAL DROP 48 E ±? ?•!!!???1304960.02 _ �o RIM _r==�� 273.39 NEW SSMH WITH INTERNAL DROP, 48" N fi999{✓ l 190944.40 WATER MAIN RIM = �9�- X328522 € s$ MY DIRECTION: 23873 » - E e51304909.85 6' STEEL IE 16" SE = ` 52 ;x: _§ O I E 24 E- �5+.es252.621 N {eaebe,;Q29190950.43,1 • » E'- t3a4s563304634.�1 RIM = X85 -9r} 85s8$ 1 DATE I:I IE24:: W - 4533 *52 �IIE 16 W ----- .254.54: 1 F.D. RINGELI L.S. ,236 3 11 �I� I 252. _ 11 ' RIM: - zi3:5S IE 16 , E - a55��254.37 1 273.83 I I I » I 1 I I 1 I 1 1 1 I 1 F]WIRF3 ,. I. � ::I 1 IE 16 E. .�z�54- 95x252.73 ��� I I I I.. :IE'...16 W i55r£9.235.27'.: I I I ' 1 1 I I 1 I L I I I I I _ I 1 _: I I 1 I I I IE'..16 ..453'4✓ It SI 91399- Internal 'drop, connection. I W. 252.63... I 1 ( P I I I I p I 1i II I I I 1 11 . 1 1 I I L _ 1 I I of manhole 20'LF (P 1:.0� _. ': o ec o �. to be stubbed m 1 111 IE.$ 5.:.. �sB Internal (drop c nn tl n 28467: :,.I z IIII 11I I to be stubbed lout of manholel8 LFI ®0.5.G "I dndl capped) �,.$.: 254.40.'::: o: 1 r 1 +i it 1 I I ,:, 1 and..:ca ed z'1 PP,... )�: j. 'I I 1. :I '. 1 1 �, 1 Y 1 29C�. � I I -I 111.. I 2 9.0 I 1 � W !11 � L .. 1 I� 1111 a ..... _. I 1 ,... <..,,.... !, I , a WATER, '. MAIN FROM I I B'i WATER MAIN FROM' I I : I : �:_ ¢ : N 1909!44:7206 1 11 - N' 190936.8983 TO N 190944.72061 280 E 1304495.7206 I' : F_ 1304924;5005 E'.11304495..7206 : 'I, !1. _ ..... ' ...............:..�......... ¢ - 1 � I SHALL :8E PUSH ON: JOINT PIPE - . � I I I N 190$99:4896 ''I 1. : - OUND'I,;: --r LL EXISTING GR _ - I- - - - - - COVER MIN. 1 E 1304306.1071 '.1. I... : 1 : _ - - -. - ':.. 1' ' 1 :I 3 .. 1, x :I 1 . N:. 190944.5097. ..I 1 1.:. BE RESTRAINED '- - " .. 1, ,.SHALL �,.. 1 � I TEST. BORING _ � �. 1.. � ... I 6, °:MINIA1Ufv1 CLEARANCE'1. _ r ".DINT PIPE AND FITTINGS E 1304515.6721:. :. :. '1. _ .. 1 1 : 1 E AND AS . m B 11 BETWEEN WATER C , 8" GATE , ALVE!':MJxMJ 1 270 1 .V I 1 ( ) I : 7 I _ - .. W.A7'ER,, MAIN. M.. _ - F 8 698 LF 0 - IsJ la,l - - LaJ W I 1 I 1 260.:. ,: ,.. :, 1 3x7. ..,,. . I ,.. ...... N _ 2151., ,�„ °B8,"13 LF' OF 24" C9051PVC SD'... ® 0.5 %. 499:31- LF OF 24.1 1C905 PVC SD ®0:5% ! i 1 1 r _ 77'�XB LF OF 16" C905 ;PVC SS ® 2 11 aerrPb Uj Lid oz z fi9:3sl LF: OF 16 C905 _PVC SS ®. 0:.5% 1 _ 255 LF OF i 6" C905 PVC SS ® z 1 J 250 ' S - n..... ........N ........... .... 222 ... .... .. ... .. .. .. .. i... , .:. 1.1;.1 I. - 1 APPDX. BOTTOM 1 I I •I 1 !, :1' 1 1 OF TEST BORE I.. ,,,1 1 1 :. : 1 1 I 1 I I 1 „ 1 i �: ,,1. 1 I 1 1 1 S SC EQU EI j ' -.ALL ,WORK ON THIS SHEET 1 H L A I _ I 1 I 1 1 rl I 4 °I 1 II I I _.... '_1.. .. .. 4 I I I 1 I I j I ' I I 1 1 1 I 1 Ij 1 I 1 1 1 I, I 1 I I I 1 ,, 1 I 1 1 I I 11 j 1 PR FILE. SCALE 1 1 I I 1 1 1 I I I I Q r I I 11 II I 11 1 1 r 1 ! 1 I _ I I I - I I I I III 1 1 1 1 1 � L HORIZ. 1 _20 I i, 1 1 I j 1 j 11 �! L, I 1 1 II I ' I I 11 ' I 1 ' i 1 I c 1 I �� I _ L I 11 1 » 1 I 1 I 1 �: I I I VERY. 1 1-0 I I I 1 Ic: .1 120 j 1 I I I I' 11 I: L I r I I 1 1 1 I 11 1, I I n I 1 I I I 1! 1 1 17-1 i10 I..z ::5, .I :_. _,.: :. I I�1: LI I,.I 1 I. : ,, I :.I r:. 111:.1 �:. 1 I 1,. I, 1 W s ._2162 I11 'I 1 is :1 : ,� � 7 ! I I I I I I I 1 1 1 11 -_. 1 III W:TK' X12 :': �: I ''I. :.I �!. 1 1 �I I I, �I I: 1 I I ': 11 1.. ', i :. /G1 :1A aYx.V N+I.I i r. A SCANNED MA I D M 3 0 20001 •r•- •-�•---- ....,,.. >� 11. `."_- i"'""',,... •:1 I, I _, - I . t.. 11 I I s.0 t- t, i I .:. .r FlIrfPl, ,4 tyy I 181 . ink ,. ", .tl ekz, .;,1 11 1 (r "411; Il t II4h ' I II zr>� " `Ci,f Il 1 I 1 I � �; Eir I I Iy1i I Ii I�NA �HTrI I I , : I � I I.I,• , i,�,�I:;I 1 Ith .,,, , I 1 ��- rli +`'rl _I ,,.,ICI ,!`I' I I I I 1 I 1 r 11 I I 1 1 j I I• 11 1 , I i 1 1 1 I I N rn N I � _e N I I . I I (IICONTRACTOR LOCATE N TANK FOR RECREATION O BUILDING AND ABANDON PUMPING OUT TANK :AND, " FILLING WITH SAND. SCALE " -20 ' CONTRACTOR SHALL HEN CONNECT :NEW SIDE o / / SEWER TO THE RECREATION ' NOTE. / , : , ,BUILDING. I� I H I ! I -�' EXISTING LANDSCAPED AREA,. a LlJ °�- I I a r, - R N . I.. PLAY AREA AND SAND BOX Z K, #266 h , <c .._ -.,. - 70 BE PROTECTED. / � BENCH MAR W CITY 247 87 FEET ELEVATION Z W LOCATION. Intersection of NE 28TH ST `.W , , �y `T `„ : �18" ,CHERRY TREE MAY'.,BE- r 45" 'BEND WITH jIW W & Jones Ave NE. T I Q F RE40YED IF NECESSARY / 0 .® r . INCIDENTAL TO SIDE' SEWER n Q Z DE dill PP Pin on 5" \ '•,' i ) FOR CONSTRUCTION , v o DESCRIPTION: 1/8 copper: mon. ?�+? -� y�- SIDE SEWER. SHALL HAVEI, A MINIMUM / `\ ry. m 'Z : 0.2',.feetndown in'. mon. case. 4 r :'f\, - I, ,i'.I� ` -- - - :_- __ - -- _ - ..,...� H Q. ° W I� ,W : ,,\� 1�1 SLOPE. OF 2�6. . 8 F .'- - - --- -< _ - --- --- -- _- ` : NOTE:` — f .,�' r / CONTRACTO�R_-SHALL RELOCATE 3 ) I _ FOR CC �^` 4 I � PAY- LIMITS 'FOR N : s -�,r,, a -. ..SOD RESTORATION r... W'� Z " �R',AND WATER TO a .; ACC, MODATE, NEW; MANHOLES c `Z W REMOVE EXISTING, CHAIN LINK FENCE +. i�hj, ,r - - - - - 'I. FABRIC FROM POSTS'' AND ROLL'' OUT V I' k - L Q QI OF WAY DURING CONSTRUCTION. ci'.. �i1, I. 4, IR .kX (J'hiR V9'� CONTRACTOR SHALL REATTACHED FENCE '+ " - +;. <�i ✓. 1f-'1. -� rir' ��.i, y ''� ��. ',� SSMH #10 - -- __ __. -... -. - :.AFTER. CONSTRUCTION. ,; .)�� >��-iti', rc �\ i=_, n'':i_I � H #11 r+ O _ ^�I< - _-�,rG -:r-- � FIU)����J �\ � #8 i 1� !SDM #9 ,.�5 H H Z y ' v / / , , - •" PAY LIMITS FOR SOD RESTORATION - - - ,. : �I I..F��' fig, R. NEW16 °'eVCSEWE r N N , I I I L I,u . 1 I I ,II ;,,I I . I I - ;I :1� I � I I '� � �.:.I I .I j:I ...,',., II . �.. . I I L �. , ' ✓,:I' . II ..i. .II,rI :.O. .. „ . ,r � I �I : . :st - • _ , �, . I I EXISTING _-X, - I S. TI I I: , .N°�I .A, I SI I I I HA LT ..-I I � P_A_ I R' KI� j N � I G �. ,...L„ : . . I 1 OT : . � :� .-.I I , .',:_ � r • . , .I.I . -_I .. .�t7;,<. ,, �: .II. L.I.,,., , ,; :�. _ . . _ . :. , � . . .I . . :_ N, OTE: I I , I . I L I L co �L : ,.i. _ � TO BEOUERLAYED: WITH .2 OF BASKETBALL COURT L EXISTING A, TE TO E I IBE: CLA55, 8 ASPHALT tI: PROTECTEOFROM'DAMAGE. ANY c P REMOVED, 'SA V A N RS DAMAGE TO THE COURT SHALL I n VC STORM REQUIRE THE ENT 24» IRE, `COURT TO ., BE: REPLACED :AT, THE .0 ONTR ACT ORS I I HDA ' I N� I HMAI RII '� � K SET IA „ IPK NAI -. � ,I . N �. .�� . EAST .. S_ T g !ED I r EXPENSE: rHE GRAVEL AREA NOR CENTERLINE GREE N P A iN T EC ASPHALT PARKING -LO I FOMA I Y BE USE1 R BASKETBALL COURT 1IN BY CONTRACTOR THE ' ,A CONSTRUCTION LIONS CLUB PARK I �RK CO• TRACTOR ELEVATION 284.98 ,STAGING A E A\ IF THE STAGES IN A R CONSTRU T S Ij E H I : xa I : I .TEST BGPR AE NE q TOII ABERDEEN TEMPORARY EN GE FENCE, 'THE ARA. THIS 'WORK SHALL BE :,:_'�ONSIDERED�lNCIDENANDI I ... . I. I ' , '. �•, ” Ij I I I ' I I I„ � �'� m!' E C��.Fil ,�, � I I i ; E � � "� �� I I -,,� I, I I ', I � '. I If - - - - - -I i i _ Ix I \I� TEST BORING rnN' , II :I IB_$ - 1¢'I - II..I I !:NOTE: .EXISTING ASP ,1 , . ji IIII HA ALT PARKING LOT 1 w :::� c, o, III. 1 'I' :.:” 1i li 5 40..,111,., 1 i IT OPEN TO PUBLIC '„ NOTE o'a+ 1 ':. I- , ,. _ I,II.. I,. IM ::..I TO REMAIN 0 G:'. „I. . +, PARKINGIEXCEPT IDURING'CONSTUCTON: " :I CONSTRUCTION THROUGH THE KENNYDA/E N I R� 1. ,_ LIONS.,.PARK AND ITS',PARKING ',.LOT SHALL TAKF. :. �E : I. r, � I ',: THROUGH THE PARK. :, 1. I , r > f" ' i C K ..:�. i II.... I':,.., 1 t 1 .PLACE IN'ITHE LAST:THREE''''3 ',WEEKSiGF �, � I I I I AUGUST. 1998 OR AS, APPROVED BY, THE , ENGINEER. If If Idi -__ - .- i `.L I I Z > 3 O w i a ?`' CERTIFICATION GK<D SSAI #10 I I I 11 I I I I: HEREBY CERTIFY THAT THE HORIZONTAL -AN „t, H R D VERTICAL NEW:,48 SSMH » q F. P W ._ . G� SSMH #I I SDMH 9 LOCATIONS O TFiE;TO TOPOGRAPHIC, FEATURES SHOWN HEREON N }99689398 &'r', „, C� 190680:08 I ,, .,.iNEW 48 SSMH. Ii ARE THE> T.OF, A _ I,, . RESUL SURVEY', MADE, BY ME OR .UNDER I I r I E 1 4393eSes� 1305035.28, I I I I I I 'I.. ,...I 1�.':. .I. SDMH, 81 ',1�:. ,I., 1 N t4B#�.5-6Bt�', I # _ 190482:6 N MYI DIRECTION. I :: I .. I _ 1 I T�.+r . -,-„- 19048,1.80 I 71, , 1 I 1 s5 ee 286. 8 I I 1 I ,. ', M: , �,.� >,.� tee,., I R _1 I z NEW 48, .SDMH E, 1305041: I.. I'. I I 1, I _: � ,,. �o,rc E ._._'. w _ I - -- �-.- n¢,1305036.50 I I 1 _I I 1 I _I zrsla IE,16 s �5� t5 256.11 . , I N: 4.9968E -t•95� 1.90676.. � 1 RIM. - - - ---- 83.88 _ ' I I ,I I 2 1 RIM 11 � I: ,- u I I L I „ I I I, X284.14 I I I �d II, I 1 I „i _ I I i E :,, �+. oar 1305031. W 256'.21 � 1 ,,, F.D. RINGEL LS:: 23613 ..DATE I r: L u d -I ' II I 1 I I 1 I I I I IE 16 SE rro-re 257.118: I I 24:' 5 I_ o ! aiL,I L, E E 6257.13 _ „' j �I. i.. 1.,.- :r. RIM., - z'',9fr8B-''':' I., I',,, : I'. - 286.13 Ie 257.08 I. i. N z58 i-G IE '24:, Ni �o-r,- 257.03 o ' ,. ., �'�I.,.�, �'. , ,.. !E'�: 24 5.1- ;z -ar-rs 255.86 '. I � ,. I I ,. I i' 11 �' „: 11 IE, 24. N 1 <_..' I., �',. ,I III, 2�0 , WI '2b5.96 q W 2 �'0 _ _ ........- _ TEST. BORING . . B -2 I TEST BOR NG I.. EXISTING 'GROUND : : E 1 � - . 0 I I, I I II 1 I I I 1 __ _ _II — -- - - - - -- - - - - -- - - - - -- - - - -- - - -- II jQ 1 I II - - - - - -, I I w Q I I II 1 I 1 III I �II'11 I I II I I I- 2 80 _ I 280 - o Ih 1 I I II I ItO r' Ili i m 1n I 1 1 H , I , , I 1 � J GROUNDWATE R L EVEL: 270 1996 APP BOTTOM MARCH 13 1J I I OF TEST: ,BORE IrJ I I 1 , ... ' . . ... ... .... ... . .,. . I ' 1 0.6%: 272 1944 1 W 260 24 C905 IPVC SD ®93� '8:� _ .z�r.SF.LF�OF 24 °,.C9Q5.P.V.0 SD .@ I I N Uj 289,87 LF OF 16” C905 PVC SS ®8-59 - 26'I-:66 LF OF 161' C905 PVC: SS ® 0.5Y:: I W Z _ - . W L 272.6 I I 0.6% BOTTOM I I APPROX. BOTTOM 197,5 . n. o OF TEST BORE n W . c . I I 1 I I „, I I I I I i '� I I ALL WORK. ON THIS SH - T ,!S SC L' u 11 : ; n 1 I EE HEDULE A I 1 SI I 401 'I I I I I 1 I I I I : I I � I I I I II I li ! i 11 ... I., :.�'� �� :1 �:',.� � I 'I ,�II I. i�.. �.� 1 ;. 1' ' �.'� I., I:. I I � I 11 I. � ' I. �, I :. :.: :. 1... � �I. I „ PROFILE : :.. I, 1 1 I I I SC,. LE I ' , 1 I I I c, _ i I +°t I 1 1 I I n I I II 11 1 I I >> I � 1 „ I HORIZ. ,11 -20, I I I I I 1 1 _I , 1 n: I I I I 11 ! L 1 1 I I 1 1 VIE T. 1; - 0 �, I I 1 I 1 I ->, '' 2 310 j I� _... .. 1 __,:..I.......::.... III ~��;�J w1 z sl62 w ? I I I I 7 z IL Sw s P I' I I I II if 1 I I. i , .. 1 I II I III11 , I I �I : /�r�., r 'I 71 S'e C v SGANN MAR I I I I Eo, 3.0 2000 `I �.„ y ,I..,. ,I',.. L, I II v 1 ',:, ' I If I I I I I I ,1, II 1.I � I I I II rp3,1 ,� I I I I l I1 11 ..I I I j i I _ 1 r e ' ,. cfl � o CV oo CITY MON. # 1837 li - `�' INSTALL 60 LF OF 8" PVC SEWER ® 0.5% MON. IN CASE N s� INSTALL SURFACE CLEANOUT TO EXISTING GRADE N 190487.8567 - - IE OF 8" LINE AT C.O. = 307:9 E 1306228.3676.. I� a W ELEVATION = 317.23 [V Z INTERSECTION OF EDMONDS AVE NE AND NE 25th ST. n O -.. MON. IN CASE - _ N 190155.0470 W IM L� CL - E 1306225.3392 i ;; t tip.,(_ _'fi 7 NOTE: ?] z z W Q _ J - SIDE SEWERS SHALL HAVE A MIN. W - SLOPE OF 2% FROM THE SEWER MAIN Q[ -._ ` U) Ip.1 -� TO THE ADJACENT PROPERTY LINES. +'' -I �,,. fN. _ SIDE SEWER STUBS SHALL BE 6 FEET ® Q Z - -� L - DEEP AT THE PROPERTY LINE IF POSSIBLE. /10 Z v j R N S N Z ii -.. .. 1. J Q L 0 NI l - o `W d � , ' r h NC. r� - NEW 6" SIDE SEWER T h W 0 pr14• -,�- >! (TYPICAL) 7 i - ® Ir ��,�, O3 _ \ 7> m <y I n� z W I- ' L R a L 1 y LAJ J - �w o I �A N -- -- - - -- _. t C x SSMH # 19 :. ��. �ii -n2-_> >�_ - - - - -- - - -- -- - -- - -- - - -- --- -- -- -� - - -- - - -- -- Tea_.- _ .., _ "_- - ._____' cc ; w cV W , ^ G - W �� -- __ -sMH #zoi - - N.E. 24TH ST d I _ - _` N E Z Co to - h - - a 3 r r �- vj 1 �` _ ! - '\; i uj TEST i SSMH i21 ® TEST s i ASPHti T \ I ' l l �; I !LAWN &F s, - -- o - Y P ALE .;ti., ,. SC � -20 � Il;L -- - -,- ' -- -�'1 �i rE -- -- N - - - w Q Q o E CITY BENCH MARK #1837 u ! . -_ ! (�+ r. , f. �.� �r �. �I. ',.! �' u, _.,-1 r, iv �� i - - -- -- F -- ¢ - 3a ELEVATION: 317:23 FEET 7 t I � II I I� �- _ - LOCATION: Intersection of NE 25TH ST u - & Edmonds Ave NE. CE S'7, I� DESCRIPTION:. 2 -1/2" brass disc on `� � o r "BM-4" m _ E E 'IUD) w � , cone. man. feet 1n _ 1 A w a E man. case. HDA BENCHMARK i \\ P I I a Q I LL" nr�� \ FILED AN "X" IN TOP =Lk _', \ E. ._INC:'N, �0 HDA BENCHMARK "BM -3" mN NE FOOTING BOLT, LUMINAIRE _ lX SET RR SPIKE'IN N. I AT SW CORNER INTERSECTION OF �I \ FACE POWER POLE, _o NE 24TH ST. & EDMONDS AVE. \ I S SIDE N.E. 24TH' ST. ELEVATION = 324.11' RIb° - ! OPPOSITE HOUSE #2613 OOM IN CASE ��nl�_Iirv, V ELEVATION = 325.56' N 190135.1075 ) E 1306225.1413 �o i SSMH 21 0 0so SSMH #19 SSMH #20 CERTIFICATION w�fuK p' NEW d8 SSMH ^ SSMH NEW 48" SSMH WITH 4OUTSIGE DROP �9.j�„ N q- 9eiR3,yg.}e- 190122.46 N NE'N 4190149.07 N ilei3ir6}fr6190147.14 LOCp,T10NS OF THE TOPOGRAPHIC vqq <LL AND VERTICAL a w yo - ^ ^ ^� AR HEREBY CEE5�0T SURVEY "MADE gyES SHOWN HEREON fYt E' "� 1306546.42 THE HORIZONTAL H FEATURES .n E s= '>6fisB- 9849 1 3061 91.95 E -,� = 1306229.83 " SSMH ME OR UNDER t'! : RIM := 323:955; 324.12 Rli, 3e3.89 322.99 RIM -�-�= 322.99' 48 SSMH IE 12 "' SE = 36�z^e� 307.19 ' IE 12" E -'.39 64- 307.48 NEW MY DIRECTION. I I ' I IE 112" IE = 3mec25 309.22 N 190145.01' y to "' IE 112' W = 3es-ts 309.12 IE 12" W = 3e;- ;9307.09 IE 12" NW 3e 5# 306.67 E 1306273.34 1 I�r IE 8 W - 3e�6a 307.58 I RIM' 322.53 F.D. RINGEL L.S. 23613 ,DATE- w IE 12 E _, 307.86 fq� r TEST', BORING E7�IE4 a/It /6o i IE 12 W 307.26 BH -6 2 TEST BORING i , € O _ a w 33 _ a z.. ,< ,. -. I 330 = fi _ J_ _ 'EXISTING CENTERLINE�',.,� 320 - - - -- 320 w.. ........ ............ ........... _:1 n - : 310 rn .. 310 W E9 LF OF 12" N 43.5 'LF 0.64% 3&2 LF OF 12" PVC SS ® B 5% W PVC SS C� 643% 274 0.46% APPROX. BOTTOM 300 _ 38 LF 1.039 .. . OF TEST BORE W .... .....................N.. .... ......_. OF TES BORE .. .... .... ..... .. ...... BELOW W TTR..LEVEL............. W.. .: 300 .......... . OM'' OF TEST BORE W � JAN. 15, 1998 N W GROUNDWATER LEVEL 2 9 n N BELOW 'B TTOM S_ W 0 OF TEST BORE :..'290 .. :... .:....JAN.. ..15,. 1998. 290 I 1 ALL WORD ON THIS SHEET IS SCHEDULE °'B" I 280.:.......... ................... .. I •.80 P E SCALE I I 1 ROFIL I 1" 0 ZI -20 '11 H RI 270 VERT. 1 " -10' _ :270 '. w .. .. ..... ... o ww -17- 2662 z p I S- 2TC�1� s:. 1 � I SCANN W I L ED (11AR 3 012000. I 44„4i.,,, i 11 m N I ' NOTE: ' N SIDE, SEWERS SHALL HAVE A MIN. SLOPE'.. OF 2% FROM THE SEWER MAIN (L ® TO THE ADJACENT! PROPERTY LINES.. > SIDE: SEWER STUBS SHALL BE 6 FEET MON. IN CASE W DEEP AT THE PROPERTY'! LINE IF POSSIBLE. N 190099.5049 5 - E 1307389.5249 Lu (� uj NEW 6" SIDE SEWER - >0 LLJ Lu Q > Lu (TYPICAL) m Lu a w h LU '.Z W Lu OC G z mL%.. Q , -: Vii_.:- \., - S. ✓� �� }.� �: , T -- ?p. g5 NOTE QQ' W - -- -Y _ --_- - _ PIS .o, N CONTRACTOR TO COORDINATE _ - li ,ti r - - _ I Z J _ . -- - �_ \_ f1�✓ _4 - --� -'� I 1 I �'.^s- v,\\ ° OFMDRIVEWA WITH PROPERTY' Z - -- - Ne#iTE---------- - OWNER. � NEW O � CONCR �G I � � DRIVEWAY 1 E 24TH ST h u.1 Y ~ 'c '' - BE-EST --- ---... i -.. I I ( : I kl1 I MATCN / ti n,� - - - -- - — r: a Z N � W � SSMH #23 ';� BHS8 � \ � I \ I SSMH 24 � C.O. I � i f�ISTING � - W � I fDOf ui -- — W A - -- — .�o W ? 1 ,,. �f _, I... -� � — CONK 1At,"�; K i „ XrL'J _ F-' oai ~ Q y x I - I LAWW �n '4� I i Li, y I nv .;�-.� I nll-� y r v F `o HDA BENCHMARK "BM! 1" ' L SET RR SPIKE IN N.' Y - a o mL SCALE 1 "mZO' FACE POWER'POLE, r i mE S. SIDE N.E. 24TH STI. x OPPOSITE HOUSE #2733 j i ° ELEVATION = 340.41' �I o a w a 6 CITY BENCH MARK #1837 ELEVATION: 317.23. FEET LOCATION: Intersection of NE 25TH ST I & Edmonds Ave NE. DESCRIPTION: 2 -1/2" brass disc on I r ,l i.., 611 _ conc. man. 0.4 feet inl� s 'l et F man. case. : : P SY �g o _ _ CERTIFICATION 41Ca D o N ' H #23 ` ^ 4 z MH #24 CLEANOUT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Gi W 48 SSMH N 190096.8636 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON �y .. a ` LL SSMH 190104.55 : NSA i 9 $.53 E.1307406:280 I _. R t" W y� NEW '48 SSMH NEW „ — 1% ARE 171E RESULT OF A SURVEY MADE BY ME OR UNDER E 1307133.25 E ;- *rr - r I MY DIRECTION. RIM 333:49333.56 RIM 3.kB:BA33097357.64 RIM= 340.80 ,I. 23813 IE' 8" W = 332.31 CIE 12 E = 335.55 325.33 ! IE '12" w',!'= 33i -�i- 0.74 'F.D. RINGEL L.S. 23613 DATE; - I W, E 12" w - 35=s 1325.23 IE 6 E - 333!12 3 3 .92 owis ah,YOO I i Iz ' e s � s 350 ._ I g - 350 Q Iw w ... 340 TEST BOA NG .......... ........ :.... 7 .......... Sj. .�. - 3 4.0 .. .. .......... .. ... ......... .. .. .. ... 330 .... ...... ..... -- . - j : A8 LF OF 8�'PVC 330 LLJ LF' OF 12" 'PVC SS ®: z 5B9e SS ® 2.50% W 224.5 Z.41 ... 320 (N : OF TOS BOO�TOM ... .. .'g. E ... .... .. .................. ..... ...... ... : :....... ....... .... 320 W GROUNDWATER LEVEL ....... ....... ... ..... .... .. :,... ...... ...... ............................... W - - BELOW BOTTOM OF TEST BORE Z ....310 JAN. 15, 1998 310 A SHEET IS SCHEDULE „B„ ALL WORK ON THIS S 300 OII ...................... .... ..... .. .. ... 30 I ! I , I PI ROFILE SI,CALE: i HORIZ., 1 I_20" 290 1 � � °� UERT w.......... .. . ... ...... .. ..... 290 o wwp- 27' -2/6L . LL IS141 1 S1S I I I I A 0 • ,�'_4,16a / � SCANNED MA 3 0 2000 s ._ II , :N } i: I,I I d y I 4�9 R s d � , N Q o(O N d N N� 9 N I � F UJ zz 3ENCHMARK "BM -20 "' LU CL? LLj W, :R SPIKE IN N.W. W POWER POLE, Qn Z ST SIDE OF ABERDEEN AVE. o W N � �Z N3 F� �z IK® W N C0 m� m N I � 3 zz w Lu cj jW 2 cc W Z: cc /�/��� iW CL °- 3 =UA In_ m4 a a y QZ J �CC in CC � �i Z cm IIX Lu wO be Z y Lu 0 -0 o aN O C) 3 E i z E Ll _ W 3a 0' o c E m `E ,E q E `V 1� c phi o� am /� I �w° PAY LIMIT TRENCH BACKFILL 6' -0" FOR 12" SEWER AND' 12"-24" STORM PIPES 1._0. T� I 1 n EXCAVATION OF UNSUITABLE SOIL AND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) BACKFILL OF FOUNDATION': MATERIAL (IF NECESSARY) " a DEPTH AS APPROVED BY ENGINEER °4 DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST - 9- 03:9(1). BALLAST NOTES: 'NOTES: 1. PROVIDE. UNIFORM SUPPORT UNDER BARREL 1. (.PROVIDE UNIFORM SUPPORT UNDER BARREL- 2- HAND TAMP UNDER HAUNCHES_'., 2 (,HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 9071 MINIMUM DENSITY 3. (COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY( . EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND: TAMP ONLY. : 'HAND TAMP ONLY. II I'I. 4. PIPE MUST BE ANCHORED: IN SUCH A MANNER AS TO ENSURE 4. ;PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED: FLOW LINE IS MAINTAINED. O : E 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 5. .ALL EXCAVATION AND BEDDING SAND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH' SHALL BE INCLUDED WITHIN BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM'. THE TRENCH EXCAVATION SAFETY SYSTEMS''!BID ITEM.': 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES 18 "I O.D. HDPE( SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL TYPICAL TRENCH BEDDING AND BACKFILL 10' -0" FOR 16" C905 PVC & 24" C905 PVC DUAL LINE TRENCH / l ° ° d d 4.0' d 24 16" 6" SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE 1F APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C905 PVC SEWER AND 24' C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES:.. 1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL. 2. HAND TAMP'IUNDER HAUNCHES. 3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND !TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE' FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM: 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND >BACKFILL iI S I v�pr i� I� 11 rY I! 1 VI o 2° j (n ww Q - 3 SAWCUT FINAL JOINT' '.;.., ... „I TYP. EACH SIDE' z U I EXIST. ASPH. CONC. PAVEMENT, TYP I o ° ,2 CONSTRUCTION: NOT S o C B ASPHALT CONC RETE PATCH I I -x I TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT 3 �� TRENCH SA FETY AND SHORING SHALL BE.PER' x : SECTION 7, 08.3 7 I - W : TRENCH • B'OF. THE o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING (SEE DETAILS) (NE 24th ST), HOURS. tr PAY LIMIT OF TRENCH' (C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)( 1. ¢ 6" CRUSHED SURFACING TOP .COURSE 3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES. o BACKFILL 8" WATER 4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12' m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi' 6' -0" SIDE SEWERS 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.! RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24" OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM. SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS. A MINIMUM 2' FROM PARALLEL GAS LINES ^ ICEES: 10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6" 2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN). O >PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY. > 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE I. PLAN'(, F008, DRAWING FRGS AND SI I I 2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '.. - # FD07, DRAWING # FR02. !, 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI 9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK. 13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f: (1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS .'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C AN E 4. ALL TEMPORARY .. ' R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I' WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I. UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION (NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'. - �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1 Spy�p _,7- 2 /62COORDINATES. _ �1 1 7 B I 1 1 I I I I I ✓; .I . S -:2062 2 6 SC ANN ED +P 31u cJ� sn , IUfa., r•,r60m o PAY LIMIT TRENCH BACKFILL 18" O 5' O" FOR DUAL LINE .TRENCH SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL 5 5 5 a d SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) ° ° ( (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C O OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. ^ ^ a ( (SELECT BACKFILL)'' OF THE SPECIAL PROVISIONS. PROPOSED 12" SEWER PIPE AND P PROPOSED 18" O.D. HDPE SEWER AND 24" AND 12' STORM PIPES ° ° 2 28" O.D. STORM HDPE MAINS PIPE ZONE MATERIAL PER SECTION P PIPE ZONE MATERIAL SHALL BE 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE 1 18" p p_ P PEA GRAVEL OR SAND O.D. EXCAVATION OF UNSUITABLE SOIL AND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) BACKFILL OF FOUNDATION': MATERIAL (IF NECESSARY) " a DEPTH AS APPROVED BY ENGINEER °4 DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST - 9- 03:9(1). BALLAST NOTES: 'NOTES: 1. PROVIDE. UNIFORM SUPPORT UNDER BARREL 1. (.PROVIDE UNIFORM SUPPORT UNDER BARREL- 2- HAND TAMP UNDER HAUNCHES_'., 2 (,HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 9071 MINIMUM DENSITY 3. (COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY( . EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND: TAMP ONLY. : 'HAND TAMP ONLY. II I'I. 4. PIPE MUST BE ANCHORED: IN SUCH A MANNER AS TO ENSURE 4. ;PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED: FLOW LINE IS MAINTAINED. O : E 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 5. .ALL EXCAVATION AND BEDDING SAND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH' SHALL BE INCLUDED WITHIN BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM'. THE TRENCH EXCAVATION SAFETY SYSTEMS''!BID ITEM.': 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES 18 "I O.D. HDPE( SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL TYPICAL TRENCH BEDDING AND BACKFILL 10' -0" FOR 16" C905 PVC & 24" C905 PVC DUAL LINE TRENCH / l ° ° d d 4.0' d 24 16" 6" SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE 1F APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C905 PVC SEWER AND 24' C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES:.. 1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL. 2. HAND TAMP'IUNDER HAUNCHES. 3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND !TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE' FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM: 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND >BACKFILL iI S I v�pr i� I� 11 rY I! 1 VI o 2° j (n ww Q - 3 SAWCUT FINAL JOINT' '.;.., ... „I TYP. EACH SIDE' z U I EXIST. ASPH. CONC. PAVEMENT, TYP I o ° ,2 CONSTRUCTION: NOT S o C B ASPHALT CONC RETE PATCH I I -x I TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT 3 �� TRENCH SA FETY AND SHORING SHALL BE.PER' x : SECTION 7, 08.3 7 I - W : TRENCH • B'OF. THE o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING (SEE DETAILS) (NE 24th ST), HOURS. tr PAY LIMIT OF TRENCH' (C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)( 1. ¢ 6" CRUSHED SURFACING TOP .COURSE 3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES. o BACKFILL 8" WATER 4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12' m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi' 6' -0" SIDE SEWERS 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.! RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24" OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM. SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS. A MINIMUM 2' FROM PARALLEL GAS LINES ^ ICEES: 10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6" 2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN). O >PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY. > 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE I. PLAN'(, F008, DRAWING FRGS AND SI I I 2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '.. - # FD07, DRAWING # FR02. !, 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI 9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK. 13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f: (1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS .'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C AN E 4. ALL TEMPORARY .. ' R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I' WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I. UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION (NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'. - �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1 Spy�p _,7- 2 /62COORDINATES. _ �1 1 7 B I 1 1 I I I I I ✓; .I . S -:2062 2 6 SC ANN ED +P 31u cJ� sn , IUfa., r•,r60m o 10' -0" FOR 16" C905 PVC & 24" C905 PVC DUAL LINE TRENCH / l ° ° d d 4.0' d 24 16" 6" SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE 1F APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C905 PVC SEWER AND 24' C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES:.. 1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL. 2. HAND TAMP'IUNDER HAUNCHES. 3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND !TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE' FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM: 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND >BACKFILL iI S I v�pr i� I� 11 rY I! 1 VI o 2° j (n ww Q - 3 SAWCUT FINAL JOINT' '.;.., ... „I TYP. EACH SIDE' z U I EXIST. ASPH. CONC. PAVEMENT, TYP I o ° ,2 CONSTRUCTION: NOT S o C B ASPHALT CONC RETE PATCH I I -x I TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT 3 �� TRENCH SA FETY AND SHORING SHALL BE.PER' x : SECTION 7, 08.3 7 I - W : TRENCH • B'OF. THE o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING (SEE DETAILS) (NE 24th ST), HOURS. tr PAY LIMIT OF TRENCH' (C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)( 1. ¢ 6" CRUSHED SURFACING TOP .COURSE 3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES. o BACKFILL 8" WATER 4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12' m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi' 6' -0" SIDE SEWERS 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.! RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24" OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM. SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS. A MINIMUM 2' FROM PARALLEL GAS LINES ^ ICEES: 10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6" 2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN). O >PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY. > 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE I. PLAN'(, F008, DRAWING FRGS AND SI I I 2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '.. - # FD07, DRAWING # FR02. !, 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI 9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK. 13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f: (1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS .'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C AN E 4. ALL TEMPORARY .. ' R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I' WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I. UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION (NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'. - �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1 Spy�p _,7- 2 /62COORDINATES. _ �1 1 7 B I 1 1 I I I I I ✓; .I . S -:2062 2 6 SC ANN ED +P 31u cJ� sn , IUfa., r•,r60m o SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE 1F APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C905 PVC SEWER AND 24' C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES:.. 1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL. 2. HAND TAMP'IUNDER HAUNCHES. 3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND !TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE' FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM: 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND >BACKFILL iI S I v�pr i� I� 11 rY I! 1 VI o 2° j (n ww Q - 3 SAWCUT FINAL JOINT' '.;.., ... „I TYP. EACH SIDE' z U I EXIST. ASPH. CONC. PAVEMENT, TYP I o ° ,2 CONSTRUCTION: NOT S o C B ASPHALT CONC RETE PATCH I I -x I TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT 3 �� TRENCH SA FETY AND SHORING SHALL BE.PER' x : SECTION 7, 08.3 7 I - W : TRENCH • B'OF. THE o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING (SEE DETAILS) (NE 24th ST), HOURS. tr PAY LIMIT OF TRENCH' (C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)( 1. ¢ 6" CRUSHED SURFACING TOP .COURSE 3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES. o BACKFILL 8" WATER 4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12' m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi' 6' -0" SIDE SEWERS 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.! RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24" OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM. SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS. A MINIMUM 2' FROM PARALLEL GAS LINES ^ ICEES: 10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6" 2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN). O >PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY. > 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE I. PLAN'(, F008, DRAWING FRGS AND SI I I 2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '.. - # FD07, DRAWING # FR02. !, 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI 9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK. 13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f: (1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS .'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C AN E 4. ALL TEMPORARY .. ' R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I' WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I. UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION (NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'. - �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1 Spy�p _,7- 2 /62COORDINATES. _ �1 1 7 B I 1 1 I I I I I ✓; .I . S -:2062 2 6 SC ANN ED +P 31u cJ� sn , IUfa., r•,r60m o b ry N r7 � o �"y a N w 1 3 Nw !� Q r � W g r q' c / AN �� N \� F� O z T. X76 Z ti y //�� y; r - eu o. oc 3 e W W``� WC9Q(Lu/� Q z W f- �a a _ - Z - y+ -- -,. � �' � .:., - . , - . i � _ `-' � � �c 1 "'7- ✓�., � r. g.. � -... -. '.>; � - l.•:L�+1. o-,... c �. - -- _ tom. r JI N� E3 - p d - - - -- - -- - =� > / - - -- - _ 4 , z t ce 2s --r - - r T _ -, - C/) C ost'' - - EtlYAND PLUG i r � - -- -- EXISFFNC- RM- Lu 0jCB #z7 - -- - -- - - -- -- - KENNEWICK PL o N E. a o - - -- -- - -- - - - -- Y fI r-� _ 'V Y .- : �, �. F_ -- - -- �" , � '%�- 9�, \:.., ✓ Y / , �:�j -r - : - -_�' ` -:F =' t :t.K`l'T 'i - ;��... � [� i i -_ -t / r , _ - - ND sryo t O o ✓ °i; a, { tip/ j s ti1q O a MON. 1N CASE _� , 0 , m " y.: N 191640.6886 MON. IN CASE '� v' i `.f / /!✓.�./ 8} ;`� ,} Fx /s.C� ST //�/G, 1 �• E 1303803.3143 \ E N 191425.3919 cN E 1303909.6898 r' r /',,. i�r (Y k :�.,�- 7 =i� ciT w° HDA BENCHMARK' "BM -12 >. !�' ; %r /1, "/ CTRiSFN�4g 234 1 I t , . cti w) a9 - I LED A IN PC BACK OF NyF 2 - SIDEWALK ON SOUTH SIDE OF % £ N.E. 28TH ST., 50't OF WEST MON. IN CASE' '-,N E C N 191409.8213 ELEVATION 242 96NEWICK �L_ N.E. - r l/ / E 1303914.6207 ...... 11 (0, d1i Z 0 3_ W y SCALE 1 =20' CB 27 STA. ' N '<LL CB. #29 : REMOVE EXISTING CB AND REPLACE ABANDON EX. C8 ¢ ' N NEW 48 TYPE -2 CB CITY BENCH MARK 1266 ^ v 8" 'N 191320,8596 N ^663. ^e 191664.09 ELEVATION: 247.87 FEET N _.._..____ 191429.91 E 1303967'.1224 ' WITH NEW 34-' TYPE -2 CB 4 E 1303797.48 LOCATION: Intersection oft NE 28TH ST E X11303913:41 RIM = 243.09 z RIM '" 235.341' CB 28 STA.1 1 &Jones Ave NE. 1 :TRIM = i2 14 240.88 li lE 15°: SE 34'.89 '24" S -22845 228.66 NEW 48 TYPE 2 CB DESCRIPTION: 1 8" Ico copper 1 >, PP : Pin on 5° :.IE 15" NW 234.89 IE 24 S 231 98 2311.73 1 o N 12 9, 191631.59 If 24 N -331 3G 231.76 24" N - ?z^8r 6522$.63 E 156381-*3BB5' 13031 13.93 1 IOj2 flee} down in mon. case. "1 �IE 12' W 1- 23f,96 233.21 o x'11 IE s" W = 2:56.66 230.08 RIM = .5- T.235.64 1 _I 1 o° ° ..o -� IE 24" S 1--^� 229.09 IE 8" SE _ 234.65 E 24" N I- 229:09 1 _ a gIf ,y { ».Er230'48. _ .. ................. .... .... ....... ................. ......................... Ca j26� � I i w 250: .:. ........:.. .......:.........:.. ......:....... :..... :... .....:...... ....:.... ...:........ :.........i ..:.. - c. New 4,3 1:91351.30 . �w. it E 2.50 ... . o f z r IS 11303943:381 ' <, \. RIM, = 2,t,,ea243.03 EXISTING CENTERLINE - - - - - -IE 24" SE z''33-66233.3 m' xl rE 2a" NW 2-34.68 233.35 240 - - -- -- - -- - - -- = - -- - -- - - - - -: ..... .. ..... .. ... _ - �. L s � TERLINE �` I: v 1 1 _ - - - -- --------- - - - - -- -------- - - - - -- - - - -- --- -- - --- - - - - - -- - -- _ W-- - -- - - -- -- "-- REMOVE EXISTING 1S „;CONC. SD_ -- --- --- --------------- _REMOVE EXISTING -15' CONC. SD- ,_._______ ____ - -- -" - -- - - - - EP 230 - - W.: _._._.. _ _ -- - - - -- . -- - . -' - - - - -- - -- - -- - REMOVE OF 24" SD (� �aiil REM ' _ - 496 r✓'sLF OF 230 z'-2B' LF OF 24' CPEP SD ®1 -33?U -i•8- LF SD ®-��` S4 1'',.93: .57 . 2.4 ' 32- LF OF:,24" 225 1.19 %. CPEP SD ®:1�?90 I. 220: _ ....... F .1896 . �i SCHEDULE „C„ 36.5E t ,... . ALL WORK ON THIS SHEET IS SC,HEDUL E C w W Ia _ 1 210 : C�< c/1 1 CERTIFICATION I �; 210 ....... .... HEREBY, CERTIFY' THAT THE HORIZONT ,AND VERTICAL „I LOCATIONS OF,' THE': TOPOGRAPHIC i FEATU ES !:SHOWN HEREON ai W �v a+4 1 c� ARE THE RESULT OF A SURVEY. ME OR UNDER' W 1 r PROFILE SCALE W nttblRECnoN:', HQRIZ: 1 " =2011 N' 23813 '.I VERT 1 „ =.1,:0 1 e.s' . F.D. RINGEL L.S. ' 236731 DATE ...:... , ...... 1 1 , .. . d wa.vP a7- � /6z 1 z SwP 27 sib= qWt! axis a/ra /°o 1 S 21013 1 I 1 %Jl. zz, o6z "o Ol� Aty� SCANNED N NED MA R 3,02000 s. 1- 1 1 I I' .. a L 1 C14 cfl � Q CV s I D_ Q Z'Z W W C> W2 cc g r q' c / AN �� N \� F� O z T. X76 Z ti y //�� y; r - eu o. oc 3 e W W``� WC9Q(Lu/� Q z W f- �a a _ - Z - y+ -- -,. � �' � .:., - . , - . i � _ `-' � � �c 1 "'7- ✓�., � r. g.. � -... -. '.>; � - l.•:L�+1. o-,... c �. - -- _ tom. r JI N� E3 - p d - - - -- - -- - =� > / - - -- - _ 4 , z t ce 2s --r - - r T _ -, - C/) C ost'' - - EtlYAND PLUG i r � - -- -- EXISFFNC- RM- Lu 0jCB #z7 - -- - -- - - -- -- - KENNEWICK PL o N E. a o - - -- -- - -- - - - -- Y fI r-� _ 'V Y .- : �, �. F_ -- - -- �" , � '%�- 9�, \:.., ✓ Y / , �:�j -r - : - -_�' ` -:F =' t :t.K`l'T 'i - ;��... � [� i i -_ -t / r , _ - - ND sryo t O o ✓ °i; a, { tip/ j s ti1q O a MON. 1N CASE _� , 0 , m " y.: N 191640.6886 MON. IN CASE '� v' i `.f / /!✓.�./ 8} ;`� ,} Fx /s.C� ST //�/G, 1 �• E 1303803.3143 \ E N 191425.3919 cN E 1303909.6898 r' r /',,. i�r (Y k :�.,�- 7 =i� ciT w° HDA BENCHMARK' "BM -12 >. !�' ; %r /1, "/ CTRiSFN�4g 234 1 I t , . cti w) a9 - I LED A IN PC BACK OF NyF 2 - SIDEWALK ON SOUTH SIDE OF % £ N.E. 28TH ST., 50't OF WEST MON. IN CASE' '-,N E C N 191409.8213 ELEVATION 242 96NEWICK �L_ N.E. - r l/ / E 1303914.6207 ...... 11 (0, d1i Z 0 3_ W y SCALE 1 =20' CB 27 STA. ' N '<LL CB. #29 : REMOVE EXISTING CB AND REPLACE ABANDON EX. C8 ¢ ' N NEW 48 TYPE -2 CB CITY BENCH MARK 1266 ^ v 8" 'N 191320,8596 N ^663. ^e 191664.09 ELEVATION: 247.87 FEET N _.._..____ 191429.91 E 1303967'.1224 ' WITH NEW 34-' TYPE -2 CB 4 E 1303797.48 LOCATION: Intersection oft NE 28TH ST E X11303913:41 RIM = 243.09 z RIM '" 235.341' CB 28 STA.1 1 &Jones Ave NE. 1 :TRIM = i2 14 240.88 li lE 15°: SE 34'.89 '24" S -22845 228.66 NEW 48 TYPE 2 CB DESCRIPTION: 1 8" Ico copper 1 >, PP : Pin on 5° :.IE 15" NW 234.89 IE 24 S 231 98 2311.73 1 o N 12 9, 191631.59 If 24 N -331 3G 231.76 24" N - ?z^8r 6522$.63 E 156381-*3BB5' 13031 13.93 1 IOj2 flee} down in mon. case. "1 �IE 12' W 1- 23f,96 233.21 o x'11 IE s" W = 2:56.66 230.08 RIM = .5- T.235.64 1 _I 1 o° ° ..o -� IE 24" S 1--^� 229.09 IE 8" SE _ 234.65 E 24" N I- 229:09 1 _ a gIf ,y { ».Er230'48. _ .. ................. .... .... ....... ................. ......................... Ca j26� � I i w 250: .:. ........:.. .......:.........:.. ......:....... :..... :... .....:...... ....:.... ...:........ :.........i ..:.. - c. New 4,3 1:91351.30 . �w. it E 2.50 ... . o f z r IS 11303943:381 ' <, \. RIM, = 2,t,,ea243.03 EXISTING CENTERLINE - - - - - -IE 24" SE z''33-66233.3 m' xl rE 2a" NW 2-34.68 233.35 240 - - -- -- - -- - - -- = - -- - -- - - - - -: ..... .. ..... .. ... _ - �. L s � TERLINE �` I: v 1 1 _ - - - -- --------- - - - - -- -------- - - - - -- - - - -- --- -- - --- - - - - - -- - -- _ W-- - -- - - -- -- "-- REMOVE EXISTING 1S „;CONC. SD_ -- --- --- --------------- _REMOVE EXISTING -15' CONC. SD- ,_._______ ____ - -- -" - -- - - - - EP 230 - - W.: _._._.. _ _ -- - - - -- . -- - . -' - - - - -- - -- - -- - REMOVE OF 24" SD (� �aiil REM ' _ - 496 r✓'sLF OF 230 z'-2B' LF OF 24' CPEP SD ®1 -33?U -i•8- LF SD ®-��` S4 1'',.93: .57 . 2.4 ' 32- LF OF:,24" 225 1.19 %. CPEP SD ®:1�?90 I. 220: _ ....... F .1896 . �i SCHEDULE „C„ 36.5E t ,... . ALL WORK ON THIS SHEET IS SC,HEDUL E C w W Ia _ 1 210 : C�< c/1 1 CERTIFICATION I �; 210 ....... .... HEREBY, CERTIFY' THAT THE HORIZONT ,AND VERTICAL „I LOCATIONS OF,' THE': TOPOGRAPHIC i FEATU ES !:SHOWN HEREON ai W �v a+4 1 c� ARE THE RESULT OF A SURVEY. ME OR UNDER' W 1 r PROFILE SCALE W nttblRECnoN:', HQRIZ: 1 " =2011 N' 23813 '.I VERT 1 „ =.1,:0 1 e.s' . F.D. RINGEL L.S. ' 236731 DATE ...:... , ...... 1 1 , .. . d wa.vP a7- � /6z 1 z SwP 27 sib= qWt! axis a/ra /°o 1 S 21013 1 I 1 %Jl. zz, o6z "o Ol� Aty� SCANNED N NED MA R 3,02000 s. 1- 1 1 I I' .. a L 1 r. N 0 ZW W / y"�, I 7 -- / 0 HDA BENCHMARK "BM-13" Lil LU CHISELED A ❑ IN N.W. CORNER �'� �� - J V^ rye o CONCRETE FOOTING FOR LUMINAIRE - - - -- ON N.E. SIDE KENNEWICK PL. N.E. Q X. W 120'f NORTHERLY OF N.E. 29TH ST. << CH ELEVATION = 234.77' rpmT QCLU 01.1 PftOTfiGT TREES LU CD z V3 REMOVE AND RESET . - -- %"' r <<,' ?_ "N m Q Q EXISTING FENCE AS - r �'` Q W 1- B V1 GC p D FLI .L !' - y -- - - -y� —X_�- - y�- - -- tk -_s. t` r:_ I �m Z REMOVE TREES.. _ - .S,- - - - -- - - - -Jr... — - -- i:'- - - --_ -- N f ti0 - _ — . - - _ - -- - -_� Uj Cal CB #31 - W N z� I ----- - - - - -- _ - — — — — — — R EN�H' "PLUG _._.�'� C,_ �i - -- - -= - - - ---- ------ -- ..- --- - -- --- - - -- n..,. C/� z - - - 25 LFI OF 12 CI'EP - a- --- - -- -_ -- N ° s" �;, — - -- EWIC iNnS ,r —.5< r:. w Ld H ® ao __ F, o v - ', — -- -_ - - __ __ s 0 - - -- — CB #36 a X �"�°r^ .t.Y'.; =C=° s.:I�T'J�ti'L`l �`i`Y=- v-s' - _ -- r_-- 3 ° E"' -- X `x -- -{' - ..,,ter T"i,.0 >: i - - -- - X nit J m E if 6N »_ > MON. IN CAS r: ` SCALE -20 /j�`l,'x.r CE N 191985.9673,,. - ¢ =:I o HDA BENCHMARK "BM -1'4'" E 1303632.6731 i ELEVATION: 247.87 FEET /y € - BOLT OF A LUMINAIIRE, ON REvi CHISELED IN EAST FOOTING r.E. r NC 0 % CITY BENCH MARK 266 i% SOU -L '� EST SIDE, KENNEWICK 14r G" - - �- %/ - �m LOCATION: Intersection of NE 28TH ST PL. NHE. AT MIDDLE OF l)Pv1H I.. _ & Jones Ave NE. CURVE - g _ DESCRIPTION: 1/8° copper pin on 5" _y 233'.62' - �- yo ; ELEVATION ! `q <3 dia. round cone. man. �✓ xi I ,'� f .I. I 12 o 0.2 feet down In mon. case. o� �s FE�y,� CERTIFI CATION T HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CB 11 31 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON REMOVE EXISING CB AND REPLACE CB 30 AREITHEI RESULT OF A SURVEY "MADE BY`ME OR UNDER WITH NEW' 48" TYPE -2'. CB REMOVE EXISING CB AND REPLACE MY DIRECTION. N 191989 4193 WITH INEW 48" TYPE 2 CBE 1!303637.3854 N 191809.3337. F .D. RINGEL LS. 23613 DA TIw � � RIM' =333 -9.1- 233.81 : E 1303726 3486 : : I � s: IE 24" S X2661; 224.86 RIM 1234-5F 123433 owxESoni /mom : _ _ o _ 226.89 e �' � s � ........ ...... .. ..... . 1E 12 ' W = 336--11 226.810............. IE 12 °.I E. . � s ea 228:26...:..:...... . 1E 8 . E s 4 f 226.15.. .. .. ....... .............. ..... . a NEW' CB TYPE- IE 12 "':W - 3i&:fl9227'.75 : CE #36 PE 1 a TRENCH PLUG STA.: N 19.1797.3756 a E 1303700.5223 N 192075.3654 250 : E 1303604.7839 - _ a ....... ..:...... ...:.........:...... ... :....... ..(SEE DETA1L-SHEET 18j .... .. .. .. - ..... ..:.........:.........:..,. RIM 234.00 IE /2 E 230 00 250 240 . .... lY) x LL .. ..... EXISTNG CENTERLINE ....... ........ 240 M - - - -- - - - -- - - - - -- - - - -- - - - - -- - -- -- ---- - - - - -- --- - - - - - -- - -- -- -- - - - - - -- ..................... ... - ........ :.. W ... ...: . ..... REMOVE EXISTING 115 CONC.: SD W W ... REMOVE EXISTING 15" CONC.. SO REMOVE. EXISTING 15° CONC.: SD. N _ :.. _ - -- - -..- - -- - - -- -- -- - - - -- -- - - - -- -- - -- - - - - -- - - - -- -- --' -- -- -- __ --- - --- 1-59 4' C9.05 PVC SD ® 1. ?b Z _ ... 9 PVC SO , %9� LF OF 24" C905 ®� is -tsYb. L60F2 N ° 220 : .. W -129'LF OF 24" C905 PVC SO. ®: X... ...; 201 .� 134...... ...... ..... W .......:.��0.,.:... W Li] ....L�.1. . 1 02 e N ALL WORK ON11 :THIS SHEET IS SCHEDULE: 210....... _ „D» ...... I I 1 1 1 I . .. ._ .. ........ .210 .. . PROFILE SCALE OQRIZ.,I 11.,,_20 1" 1 ........... _ VERT.I 0 o wv�ipl -�7 -262 4 Z �W,o_2, -z,az 5 2 1 M14 I s w III : 1 1 1 / SCANNED k�AR' 0 2000 13 �:j " „' �1 �r 1 I h ili �N �✓ 0O Nw N. A w l � 3 Nw j m 2 a. �4 N ro N o N aN N s I a - N eC CL Q LU z LU a> � z Ir Z W d CC LU ®= CC LU a CO Q Z J ca gQ � r+ Z Y L O U ZU y LU p� o w Z NE. ® z c� a r , U HI W d d C � N CD �jy C ]I C phi o y d� z 0 Yo O vTi -s� Q E r 1v1r 7 34 \,'+ REMOVE TREES 4 _ REMOVE AND RESET 14 I ( - EXISTING FENCE AS t _ - _,. r NECESSARY - -_ -EP -:: L _'x �. 8 C W ` I 1 { \ , \ \ ' b IA, c L_ NtiTR! .;Tlt!!vl F ti_ \ \ \I -, "CT\Ud 10' UTIUTY EASEMENT \ .._ — \ k' N r 1 1 — — — j — — — — N _ _ r 4 \ 4 \ J. PROTECT TREES ❑ _ 422 SP � I PAY LIMITS'' FOR LANDSCAPE RSTORATIOfJ` v�l LH �� RESTORE ALL DISTURBED \ _ LAWN WITH SOD. SL 1 H v RIIs ^= 09 I. E. ,2 1F;i51 ='9 Y v" ,t)N` E 1921 130 RIM .= 256-te 234.60 IE 24 S = '22321222:5) fE 24 E _ 994 eB 222.4 IE 12 W = z- 4 5,9-'222.7 250 240 SCALE 1 " =20' CITY BENCH MARK #266 ELEVATION. 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" :copper pin on 5" dia. round cone. 'man. 0.2 feet down in : man. case. D REPLACE I I c:°RTIFICATIONC I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC ISHOWN .- --- ex /'S' 230 .. . ..... W: O CB #33 FEATURES .HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER ty 3 94 REMOVE EXISTING CB AND REPLACE' WITH NEW 48° TYPE-2 C8 MY DIRECTION. tt� 3' N i93fiecd� B 192122.52' E -;gTr r�..11303649.88 EX. G9 F.D.r'RINGELI L.S. 23613 DATE: LCP 1 RIM I� 223-34 221.43 i N 192+ 15.640;1 _ 220 __ ........... .................. .................. . W LF -- EXISTING 18 __ j VIII •II. -__ o�1t /cv 4',. f6 IE 24 " W 2 °-l%- 216:22 E 1303739,2539 �: -OMP SD - --^ -- l j $ O gy '- - -- -- ?` IE 24:" E �-m --5r 216.19 RIM = 216.02', fE' N - 217.00 PROFILE SCALE �I LF :oF 24' -' 9 c s 1 _ 0 I 210 I 5„ _ .................:.... - ......:.........:............ ..:........ .. .PVC ................ ..... ............... ... .. ....... i n 1 18 E 1 1 QO { P!. UGGEO)_ I w :...... „ ... IE24 W = z'3i- -f-i- 210.9$. ....... I .......:..... ...: .......:.............. 0 LL r P - 7 1/ 6? I I I I SCANNED'MAR 3 0 2000 I .. A I ' I ..L,. ...a y..I:.. I .I:... I [.s .. E...[. E ,.. ! ,. � :•v, c:.. - r: ,If', � �.. ',I { r 1 I, I III CI. ` L ................ .. ...... .- --- ex /'S' 230 .. . ..... W: O . .... . ... ... ..... L. . . I _ : Z ALL WORK ONI THIS SHEET 1S SCHEDULE "C" N _ ... w _ 220 __ ........... .................. .................. . W LF -- EXISTING 18 __ j VIII •II. -__ �: -OMP SD - --^ -- l j $ O gy '- - -- -- ?` PROFILE SCALE �I LF :oF 24' -' 9 c s 1 _ 0 I 210 I 5„ _ .................:.... - ......:.........:............ ..:........ .. .PVC p 73 VERT. 1"=10' w I I w - w 1 7: /d? P II I 0 LL r P - 7 1/ 6? I I I SCANNED'MAR 3 0 2000 I .. A I ' I ..L,. ...a y..I:.. I .I:... I [.s .. E...[. E ,.. ! ,. � :•v, c:.. - r: ,If', � �.. ',I { r 1 I, I III NE 27th ST,,/A3ERDEEN AVE., NE STORM DRAINAGE I'MPROVEMENT AND EAST KENNYDALE SEWER NTERCEPTO vJmAl=d24?*5 v _ 1 L J ^ Ilo�lll I Illlll,lp / I� II_ �_ y`rfj R�t P pl oEZ l m u CALL BEFORE YOU DIG z 0 Of THE 48 HOUR L OCA TORS Of 1- 800 - 424 -5555 Sw�i.a7 -j162 wwp- 2, -2►dP G • r HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS BASED ON CITY OF RENTON MONUMENT # 266 AT THE INTERSECTION OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591 0280 AND CITY OF RENTON MONUMENT # 1839 AT THE INTERSECTION OF NE '20TH ST AND JONES AVE NE. N 188877.7390 E 1303565.2370 RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DATE SURFACE WATER UTILITY DATE WATER UTILITY DATE UTILITY SERVICES DIRECTOR DATE MAINTENANCE SERVICES DIRECTOR DATE 1:7 3 0':3`0' I I 15 m NE 28th ST NE -zs 27th 2 T 3 4 z z 5 z w 6 NE 24th Q ST Q V V. Q ca co W w w � � � w o o w °w ti NE 20th ST FIFI 2 0 NOf to SCaLF SCHEDULE "A" SHEETS 2 -7 SCHEDULE "B" SHEETS 8 -12 SCHEDULE 99 " SHEETS 13 -15 SCHEDULE "D" 'SHEET 16 DETAILS SHEETS 17 -18 5- 216201 SCANNED JUL L' e o I N (714 � of�� a N t\ N I 2r ry w O z w C-) Iz < w w > I— "r z CD z mw zw Q� Q� �zw � — J (n Q Q IY 0 c- � � Z N � W Lilt z g a cn F-- cn Q N `�' C o N � ao o 0 ' 3Q E-- D z o' o Y � E c .I r o y a� �p z Q z 0 o S �o g Of a a 0 NE 27th ST,,/A3ERDEEN AVE., NE STORM DRAINAGE I'MPROVEMENT AND EAST KENNYDALE SEWER NTERCEPTO vJmAl=d24?*5 v _ 1 L J ^ Ilo�lll I Illlll,lp / I� II_ �_ y`rfj R�t P pl oEZ l m u CALL BEFORE YOU DIG z 0 Of THE 48 HOUR L OCA TORS Of 1- 800 - 424 -5555 Sw�i.a7 -j162 wwp- 2, -2►dP G • r HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS BASED ON CITY OF RENTON MONUMENT # 266 AT THE INTERSECTION OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591 0280 AND CITY OF RENTON MONUMENT # 1839 AT THE INTERSECTION OF NE '20TH ST AND JONES AVE NE. N 188877.7390 E 1303565.2370 RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DATE SURFACE WATER UTILITY DATE WATER UTILITY DATE UTILITY SERVICES DIRECTOR DATE MAINTENANCE SERVICES DIRECTOR DATE 1:7 3 0':3`0' I I 15 m NE 28th ST NE -zs 27th 2 T 3 4 z z 5 z w 6 NE 24th Q ST Q V V. Q ca co W w w � � � w o o w °w ti NE 20th ST FIFI 2 0 NOf to SCaLF SCHEDULE "A" SHEETS 2 -7 SCHEDULE "B" SHEETS 8 -12 SCHEDULE 99 " SHEETS 13 -15 SCHEDULE "D" 'SHEET 16 DETAILS SHEETS 17 -18 5- 216201 SCANNED JUL L' e o I HORIZONTAL SURVEY CONTROL FOR THE PROJECT IS BASED ON CITY OF RENTON MONUMENT # 266 AT THE INTERSECTION OF N 28TH ST AND JONES AVE NE N 191429.8369 E 1303591 0280 AND CITY OF RENTON MONUMENT # 1839 AT THE INTERSECTION OF NE '20TH ST AND JONES AVE NE. N 188877.7390 E 1303565.2370 RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DATE SURFACE WATER UTILITY DATE WATER UTILITY DATE UTILITY SERVICES DIRECTOR DATE MAINTENANCE SERVICES DIRECTOR DATE 1:7 3 0':3`0' I I 15 m NE 28th ST NE -zs 27th 2 T 3 4 z z 5 z w 6 NE 24th Q ST Q V V. Q ca co W w w � � � w o o w °w ti NE 20th ST FIFI 2 0 NOf to SCaLF SCHEDULE "A" SHEETS 2 -7 SCHEDULE "B" SHEETS 8 -12 SCHEDULE 99 " SHEETS 13 -15 SCHEDULE "D" 'SHEET 16 DETAILS SHEETS 17 -18 5- 216201 SCANNED JUL L' e o I MAINTENANCE SERVICES DIRECTOR DATE 1:7 3 0':3`0' I I 15 m NE 28th ST NE -zs 27th 2 T 3 4 z z 5 z w 6 NE 24th Q ST Q V V. Q ca co W w w � � � w o o w °w ti NE 20th ST FIFI 2 0 NOf to SCaLF SCHEDULE "A" SHEETS 2 -7 SCHEDULE "B" SHEETS 8 -12 SCHEDULE 99 " SHEETS 13 -15 SCHEDULE "D" 'SHEET 16 DETAILS SHEETS 17 -18 5- 216201 SCANNED JUL L' e o I N (0 N o� � N KLMUVL LXISIINU MH ANU KLVLAG WITH NEW 48" MH WITH OUTSIDE N cv i RIM = 245:66 243.76 DROP 0- SHORING PER THE SECTION 7- 08.3(1)B rY 1E 72" rd'W = 44 229.66 w O _29 IE 16" SE = 229.74 230.21 z I- z w E 1304026.6393 ww v ti u Q W w b Z Z CD Z 7 I [� W fY � ll� ry w mw zw QQQ(n NEW fib- TYPE -2 48 - ROUNDWATER :LEVEL NOV. 18, 1996 _ .N ' ° ",x,,,09.1743 191310.66 W lyj - (n E 1393981- 83391 303983.20 RIM = 24= 242.48 � � CV n, Z w w CD \� az(J-) F__ ............... .... . .. . .. - Q W N O N-_ a N - 1 - 01 R D I 0 a° o° wz y 0 0 3*E � a �w W �a o' o �E b mE a'N o F z o W "» MON. IN CASE ,y` N 191284.6698 / �- i I HDA BENCHMARK "BM -19" / E 1304026.6393 -- r/-- - - -. - SET RR SPIKE IN NORTHWEST I / FACE OF A DYING 12" ALDER i� ELEVATION = 241.58' / - - - - - _ -.- - - -� „ „ NOTE. CONSTRUCTED AND (MA1 / FILTER FABRIC FENCE SHALL l I a_I - 1 - - \ CITY -OWNED I ALONG DOWNHILL EDGE OF COIN��`E`TR,UCTI EASEMENTS TO I \ LOT 4, WELLS SHORT PLAT WOODED AREAS. PROTECT WETLAtJD /AND w - - I. _____-240 DEFLECT 18" O.D.! HOPE SS/ y FROM NARROW TRENCH TO / NEW SSMH . TRANSITION OF 100 FEET / /n1 r i ii �9 SHALL UTILIZE A MIISIMUM EX SSMH „A„ lO / RIM 242.17 I / 12 "(E,NW) _ -�_ _i CT INV E 230.09 INV NW 229.99 i /� X ✓ J._i�. NEW 18" O.D. HOPE SEWER �O i / _//F ✓ ! / ,SSMH /( ANGLE POINT IN r8" �Ov �C.¢ �' ? / ' EMENT.' I O.D. HDPE SS LINE i ��- i ANGLE- POINT. IN 181" / / �,0 i 5' �I N 191191.0907 J i O.D! HOPE SS LINE / ' -- N'191'045.f064.(�,j7X /� ` i� ✓I ;W i i1 -f 303986.-8209- E 1303985.68941 - - - �- / i i i / SSMH ce #1 WN - ---- -- ® EST ­ NG' MH�# 1/- / W TRENCH PLUGS TEST BpRIN6 / 20' TEMPORARY y J I ANGLE POINT- 11V "28° lj J` 1, O.D. NEW 28' O.D. HDPE STORM � / I/ / A CONSTRUCTION EASEMENTS / 26 - ` J E 303984.5210NE / N D. `DES SI / E 19/UTIl1 / / / / X / / # , / TY.EASEMENT // / / % �� "F.� -, l / E 130398313894 / STORM AROUND CONTRACTOR TO PROTECT NEW SSMH CHAIN LINK FENCE AND ~ GARAGE ADJACENT TO j -' 2q5 'ABANDON EXISTING CB TYPE -2 5 FOOT EASMENT AREA. _`NeN c- SEWER `V (TYPleLL1' HDA BENCHMARK "BM -18" RIM = 243.09 ST SET RR SPIKE IN 1CON.(S,NNW)= 234.89 LE. 5" FR ELEVATION A 30' 018 \ I NOTE. EX SSMH BRIM 243.51 r SIDE SEWERS SHALL HAVE A MIN. 1 SLOPE OF 2% FROM THE SEWER MAIN 12 "(SE,NNW) INV NW 229.66 I TO THE ADJACENT PROPERTY LINES. NOTE. INV SE 230.21 I SIDE SEWER STUBS SHALL BE 6 FEET DISTURBED SHALL DBE HAYDROSEEDED.E SCALE 1"=20' DEEP AT THE PROPERTY LINE IF POSSIBLE. I ALL DEVELOPED LAWNS SHALL BE SSMH # 1 RESTORED WITH SOD. CITY BENCH MARK 4266 EX. SSMH ..B.. N 191346.5039 -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - KLMUVL LXISIINU MH ANU KLVLAG WITH NEW 48" MH WITH OUTSIDE F 7303936.9951 RIM = 245:66 243.76 DROP RIM = 243.49 243.51 SHORING PER THE SECTION 7- 08.3(1)B N 19,303- 0623191304.89 1E 72" rd'W = 44 229.66 EX. SSMH "A" E ' , ° 1303998.57 _29 IE 16" SE = 229.74 230.21 - RIM = °�= 224.01 E 1304026.6393 AND A MINIMUM SLOPE:OF 0.5% - IE 16" SE = 236:8-7230.21 RIM = 242.2; 247.17 IE 16" SW = 230:84 230.91 IE 12" E = �--r &230.09 '238.16229.99 IE 16" NW =2;50�0 230.11 IE 16" NW = - IE 16" SW = 236.62 CB #1 NEW fib- TYPE -2 48 - ROUNDWATER :LEVEL NOV. 18, 1996 _ .N ' ° ",x,,,09.1743 191310.66 W lyj - (n E 1393981- 83391 303983.20 RIM = 24= 242.48 IE 28 "O.D. S = 236.98 236.67 IE EXISTING 15" SE = 235:34 36.0' IE 24" NW = 2;55.20 234.78 ............... .... . .. . .. - N 191320.8596 E 1303967.1224 - RIM = 243.09 - IE 15 SE _ :234.89 .� ................ . -0- .. - :.........!E 15 NW = :234.89 M .......2.6.0 :W ...2.5.0. W .......24.0. .. ......... N 1912856642 191278.70 -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - E 13039874751 1303986.48 - - - APPDX. BOTTOM RIM = 245:66 243.76 THE CONTRACTOR SHALL PROVIDE IE 18 "O.D. S = 237.9-5 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 16" NE = 237-.e5 236.99 OF THE SPECIAL PROVISIONS. (TYPICAL) EX. SSMH "A" - - - - - HAVE A MINIMUM COVER OF 4 FEET- - - - N 191284.6698 - - .. ........... -. HORIZ..1 E 1304026.6393 AND A MINIMUM SLOPE:OF 0.5% - RIM = 242.2; 247.17 IE 12" E = �--r &230.09 '238.16229.99 - IE 16" NW = - SSMH #3 NEW 48 SSMH N 99f004.f776- 191005.81 E X1303987.42 RIM = 258.00 IE 16" SE = 250.04 248.69 IE 16" N = 350.14 248.59 SDMH #2 NEW 48' SDMH N w ^, ;-.6;5-24 19101 E 1303982.94551303 RIM = 258.00 IE 24" SE = zSBr"rr IE 24" N = 259.06 ELEVATION. 247.87 FEET LOCATION. intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION.: 118" copper pin on 5" dia. round conc. man. 0.2 feet down in mon. case. CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Sy"4cI�3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. F.D. RINGEL L.S. 23613 DATE: EXPIRES 9/11// ........ 4 ..............----- .------- .. ..........---------------- .- ............ ------ -- -- --------------- -------------- --- -- -- -------- -------- -- ------ -- -----THE PROPOSED - HDPE- STORM .AND- --- - - ----:.........: - I - - - APPDX. BOTTOM -- ' - - ® MIN. 0.5% BETWEEN SSMH - #2 HOPE SANITARY SEWERS LINES SHALL OF TEST BORE - AND :SSMH 13 - - - - - - HAVE A MINIMUM COVER OF 4 FEET- - - - PROFILE SCALE ....... - - .. ........... -. HORIZ..1 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : AND A MINIMUM SLOPE:OF 0.5% - FROM CB /1 AND SSMH#2 TO SDMH#'2 - - - - - - - AND SSMH #3. - - -- - - - - -- - - - - - -- --------- ----------------------- .......... . TRENCH PLUG - - - TEST BORING - - N 191185.7205 - - - - - HB -1 E 1303985:7247 _ (SEE DETAIL SHEET 18): N TRENCH PLUG 1911 4.599 2 �XjSTj �o� / _.:. ... /... . ----------- - W - W 3: N - ROUNDWATER :LEVEL NOV. 18, 1996 _ - - (SEE - DETAIL SHEET 18) - - - - - i % - _ _ _ _ _ _ - -Ul- I L .- BOTTOM - 304 LF OF 28" O.D. HOPE SD - �0 MIN. 0.5% BETWEEN CB_ #1 _ : _ _ - - _ dNn SnM.H 87 W lyj - (n 2.3.0.. - ` -. .. - 21:.1 % - 29 17-H3 LF OF: 16" C905 PVC SS 0 f.ON 76 0.1% SCHEDULE "A" WORK -72- LF OF 16" C905 PVC SS ®6:431 : 35 0.6% - SCHEDULE 'A" WORK 291 LF OF 16" C905 PVC SS ® 8:43 ................. 2. 2. 0. ............................... .............. :................. CHEDULE,'A" WORK..... SCHEDULE "C" WORK 5WP -2' -2/82 WWP- j,7 -W42 SEE SHEET 13 - - - -- --- - - - - -- -- -- ............ -_ - - 276.55 LF OF 18" O.D. HOPE SS - I - - - APPDX. BOTTOM -- ' - - ® MIN. 0.5% BETWEEN SSMH - #2 - OF TEST BORE - AND :SSMH 13 - PROFILE SCALE ....... - - -- -- - - - -- - - - - -- -- --------- -- -- - - - -- - .. ........... -. HORIZ..1 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : VERT. 1"=10' 031 :...27.0 ------ .: . 2.6.0.:........ .......:...2.5.0.:...... .. ...2.4.0.:......... .......... .:........... SCANNED JUL P s cV ro Q0 c9 N of �o�c a z \ REGRADE SLOPE AND PLACE CL 2 -3 MAN ROCK AS DIRECTED > ( BY ENGINEER L W O A \ NOTE. l z c o \ FILTER FABRIC FENCE SHALL / / ry - - z \ \ \ _ BE CONSTRUCTED AND MAINTAINED / W W 15' UTILITY EASE tf _ _ - - - - - - ALONG DOWNHILL EDGE OF CONSTRUCTION / � / � 2 \ \ EASEMENTS TO PROTECT WETLAND AND < L'i v SEE SHEET 2 . so,�. v WQQDED AREAS. �- / ; - / - /✓��' -_ b zo v h m W z \ \ �� ,� \'� \� NEW 16 PVC SEWER \.� I- -'f LLJ cr_ _ _ \ i yy� / -.\ -\\ --�-i � - .. - - •. - .. - _-.,_.- . �aa 4 .S W' W 10' TEMPORARY CONSTRUCTION EASEMENT ST' c 15' UTILITY EASEMENT W 61Ld LLI 0 S U-Q Q ® �- - t0 265 \ \ I i/� T 2 N resr BORING \ \ \ \ I sS Z W 24" PVC STORM N€ N c / I 15' UnuTY L� 1 cw, W \'\ -. _ 15; TEMPORARY .. ". / a �� \ - - / / / EASEMENT W Q _ \. �.� F _ _ - CONSTRUCTION' _ / 'J} \ a \ _ ZC/ -- - - - -�\ MH 4 \ - ,c (n Q N W - SDMH 3 - T €ST T30RING ,^ 3P-1 - - -- r - - --1 S - �3 g •� - - _ N7 0 ° 15' UTILITY EASEMENT/ I _ CONSTRUCTION TEMPORARY -ESEME T J � I � E 1304248.6409 - - - - - - - - 0 C) `o E NOTE: 8" PLUG (MJ) WITH - - - CONTRACTOR TO REMOVE 3 ¢ �� - ALL UNDEVELOPED AREAS WHICH ARE " P AND 2" T P !' SCALE 1 - 2'.0 2 TA £M . ( AND DISPOSE OF ALL - DISTURBED SHALL BE HYDROSEEDED. BLOW -OFF ASSEMBLY NEW s° SIDE SEWER Z N 190888.3755 EXISTING 4" DIA. POSTS --' D �'-! ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON SHT 18 (TYPICAL) - < . , E 1304366.1668 THIS WORK SHALL BE W a CITY BENCH MARK #266 RESTORED WITH SOD. �c 8" WATER: 45' BEND (RJxRJ) CONSIDERED INCIDENTAL a'a ELEVATION: 247.87 FEET �� E LOCATION: Intersection of NE 28TH ST I WITH CONCRETE BLOCKING I _ TO OTHER WORK x " _ & Jones Ave NE. m' E DESCRIPTION: 118" copper pin on 5" NOTE: i N 190945.9552 ,E dio. round conc. mon. SIDE SEWERS SHALL HAVE A MIN. 1 HDA BENCHMARK "BM -17° E 1304436.2868 0.2 feet down in man. case. SLOPE OF 2% FROM THE SEWER MAIN I SET RR SPIKE IN NORTH I 8" WATER: 45' BEND (RJxRJ) ot 74 11 c TO THE ADJACENT PROPERTY LINES. ROOT OF A 36" MAPLE SIDE SEWER STUBS SHALL BE 6 FEET - - - -- - -- - -- - - - - - - - - DEEP AT THE PROPERTY LINE IF POSSIBLE. ELEVATION = 264.00' RI --- - - - - -- ----------- - - - - -- ----------------------- IN SSMH 16 N 190890.5555 NEW 48" SSMH E 1304248.6409 SDMH #4 N 190888.3755 N i- 98954.668E 190954.55 TEMP. BLOW -OFF ASSEMBLY NEW 48 ^SDMH , " E 1304366.1668 E ' 4A53,SB� 1304431.97 N� 1 0895.23 8" WATER: 45' BEND (RJxRJ) RIM = ^ro4^o- 264.79 E T- s34364 -14631 S 4 -367.1 WITH CONCRETE BLOCK IE 16" E = 252.86251 .49 ° t o CERTIFICATION �LZ� SSMH 5 RIM = 2''63:95 263. IE 16" SW = 232: 76 251 .39 �' ` HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C> +'� a - LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ,� NEW 48•' SSMH SSMH 4 N 4461189 q53 190 _24 IE 24" W = 3§2.32- 50.8 N 190945.9552 SDMH 3 IE 24" W = 252-23 2 0.9 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER (*. C" NEW 48 SSMH � NEW 48" SDMH E ;�436� -3w4 -13043 56 MY DIRECTION. E 1304436.2868 91 N '^�-� 4f46.8^T'-=190 .19 N - ;;3041; --.117 180900.73 IE = 363.9b264.01 B" WATER: 45' BEND ,(RJxRJ R� 6g*�>� E i3B4-1-4£:86Bi 13041 .03 E ' : ^,9-T 1304149.82 !E 16" NE _2 250.92 SDMH 5 ) w F.D. RINGEL L.S 23613 DATE: of RIM = ^E 251.162 RIM = 26-;.98 - 264.73 IE 16" W = �2 261.02 8 LAND IE 24" E =33I- 16249.95 NEW 48 SDMH IE 16" E = 45 -�1-� 249.86 N '_C m---r 190 0.79 o owl sa /+ +/ IE 24" W = 25I.G8-249.85 IE 16" NW = 251.0 248.76 E 19695 .-866413044 46 0 0 0 a 8" WATER MAIN FROM RIM = 364:88- 264.89 . o sc� N 190899.4896 TO N 190890.5555 IE 24" E = 252.86 251.49 E a E 1304306.1071 E 1304248.6409 F3 e g IE 24" SW = 353 -7:r 251 .39 ....................................... ..... .. ........ .. -------------- ---SHALL -BE- PUSH -ON -JOINT PIPE ----- --- ---- ......... .... -- - - 8 WAFER MAIN FROM : .................. a D_ .:? : TES BOOKING w :......... 2 7 O ....:... ......:.........:.........:.... : .................:. ........:...................:.. .........------ -----TEST BORING-- ------- --"------- - - - N:190944.7206. TO N 190899.4896 ............. .... ........:. ......E:1-3D4' 495: 7206 ... -E-13D'4306:T071._.. -.. -.. 270.. . . ° EXISTING TP -I - - - - - - SHALL BE RESTRAINED G GROUND: : - - - TEST BORING : JOINT PIPE AND FITTINGS " : IN. COVER TP -2 --- - - - - -- ------------- - - - - -- -- - - - - - i - NEW 8" DI WATER- MAIN WITH POLYWRAP - H 3' M ER � _ 260.. .:..... - - -- -__ _ -- -�- 60 �. - - - - -' w ........ Ld 196 - - - - - - 6673 LF 24 C9 5- PVC SO ® =&536 Ld 198.3 LF OF 24" C905 PVC :SD ® 0.5% : ' - - - 221 - - - - -X 87 - -243-92 LF OF 24" C905. PVC SO ® 0.5% OF 0 - fN ...- ...... 2 5 0 .......... .... :.......... ........ ........... .... ..i".08 LF 0r 18- C905- PVC- SS' ®- O.5`Y,- - }4:34-LF-OF-16 °--0905 f-VG SS- ®0.5 %------- ------.. ...... ........... LF OF 6 C--- --- - - .W.........:� � 0..- .:..... . 86:3- 1 PVC SS Q 6-530 - - " - _ . - - - - - APPDX. BOTTOM APPDX. BOTTOM 8'4: fi 111 194 0.6% 218 - OF TEST BORE - _ _ _ OF TEST BORE - : Jrpytt V) _ p GROUNDW TER - - - P S.7 •i(V : - A LEVEL ........... 240. NOV. 18, 199x..:...... " ..:.... .....:" - 2 4 0 - ------ - -. " "- - - - -- - - - -- - -- --- - - - - -- - - - - - -- - -- - " - - -- "---- - - - - -- - - -- -- -- ......... . ..... - - - -.- --------------- - - - - -- - ------ : - - - -- - �_ �: APPDX. BOTTOM ALL WORK ON THIS SHEET IS SCHEDULE "A" _ = ... iTF' TEST " BORE ........ ......... -- - ------------------ ----------------------- - ------- -- - -------- -- ------ - - --- ----- - ------ ....... PROFILE SCALE HORIZ. 1 " =20' - .................... ............. ............ .... ............................... - ------ - - - -.- -- _.VERY,-- 1 " -1 -0 --- -. -:.. - -- ° awp-sJ -x/62 wwpea�_?1BY wrN-� ?�ida - LL {�JuLr S-216�03 z 1622' (,4I3 1•v-a/C - of, .S'r,.. (7,%. 173 032 n 0 ^l h � I y N N 1 �7 C • S N rn NOTE: cN0 °a '0 N C, C/) I ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL BE CONSTRUCTED AND MAINTAINED N I 1 IL 0:� 2� w O N 190936.8983 N 190944.7.06 TO ALONG DOWNHILL EDGE OF CONSTRUCTION L� w v �.2E ry M 4_ U-1 z0 z w Cr� THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED o w - WOODED AREAS. � off zw _ _ - :..-------- Q Q U Q H \z w I F -- __ C/- Q STANDARD SPECIFICATIONS. W - - (V ck� W LJ Iw � z - Cn I- a w :SHALL BE RESTRAINED Qo 0 0 (s,z y� - TEST BORING 0 C 3 E _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE Ey Q 20' TEMPORARY Z 76w L) In4 o SCALE 1 " =20' CONSTRUCTION EASEMENT g) - 8" GATE VALVE (MJxMJ) m'E -- ---- -AJ 26S E CITY BENCH MARK 1266 c°1N ELEVATION: 247.87 FEET c, LOCATION: Intersection of NE TH ST a & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in man. case. N 190944.097 <A4 E 1304515.6721 '`,1 -8" GATE VALVE L INSTAµ NEW 3/4° METER AND METER BOX AND NNECT EXISTING WATER SERVICES TO NEIN 8- WATER MAIN. LOCATION TO BE, FIELD ADJUSTED AFTER CONTRACTOR LOCAT[S EXISTING SERVICES. �m 2� NOTE: 8" WATER MAIN FROM I GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN FILTER FABRIC FENCE SHALL I ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL BE CONSTRUCTED AND MAINTAINED ,n a I BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF N 190936.8983 N 190944.7.06 TO ALONG DOWNHILL EDGE OF CONSTRUCTION THE CENTERLINE OF THE PERMANENT EASEMENT. M EASEMENTS TO PROTECT WETLAND AND . THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED E 1304495.7206 ... ....TO :......... WOODED AREAS. - E 1304924_.500.5 - E 130.4495.7206 .SHALL BE PUN- PUN PIPE :.... _ _ - :..-------- ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE H - ._...... STANDARD SPECIFICATIONS. W - - EXISTING GROUND :_ _ - - _ - - - --- -- - - - -- - - - 3 CO LJ - - 2 :SHALL BE RESTRAINED : N 190944.5097 E 1304515.6721 - TEST BORING ' _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE 20' TEMPORARY N CONSTRUCTION EASEMENT g) - 8" GATE VALVE (MJxMJ) 2j -- ---- -AJ co -ry------ - - - - - -- -- V - `O - -- 15' UMM EASEMENT -, 15' UTILITY EASEMENT / / TEST BORING B ; \ _ _ 1� ®1, . EW TS PVC SEWER .. M. ___ - - -. .- ' - -. - - -- - - - -- - - - - - - -- - - - 26S E CITY BENCH MARK 1266 c°1N ELEVATION: 247.87 FEET c, LOCATION: Intersection of NE TH ST a & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in man. case. N 190944.097 <A4 E 1304515.6721 '`,1 -8" GATE VALVE L INSTAµ NEW 3/4° METER AND METER BOX AND NNECT EXISTING WATER SERVICES TO NEIN 8- WATER MAIN. LOCATION TO BE, FIELD ADJUSTED AFTER CONTRACTOR LOCAT[S EXISTING SERVICES. �m 2� 8" WATER MAIN FROM CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 8" WATER MAIN FROM - _ - - - - - LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON � oT ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. ,n a < g F.D. RINGEL L.S. 23613 DATE: 1 0 I 41CK D $! w r �238613 l `�11L LAN9 EXPIRES qpq I � I D I I OJ HDA BENCHMARK "BM -10" FTI SET RR SPIKE IN WEST FACE POWER POLE, FTI ON E. SIDE ABERDEEN AVE. N.E. z z 220'± S. OF N.E. 27TH ST. ELEVATION = 285.43' :CITY PARKS D ; PROPERTY FT] , z i 1 it I I I i 1 1 jr� 1 / ------ - - - - -- - - - - -- -. --i SSMH #8 .i `r SSMH #9 __-7. - -- - - -- - -- - - - -- - - - NEW 24" PVC STORM \ INSTALL 20 LF OF B" lPVC 1.0 TO \ v v LF-�OF 8° PVC N 4-919 >r7vs 1NSTAtL -8 1909119.70 \ a I/FN! 8° DI WATER SS ® 0.5% AND CAP END. E 4�M1?iF� 1304908.62 IE OF 8" AT CAP = 265.64 - - - INSTALL ` ACE CLEANOUT TO EtXIS PING GRAD£ � NEW 6- SIDE SEWER IE OF B' AT C.O. 275.20 J I (T- -- - - - - -- - - - - - - - - - - - - - NOTE: 25' TEMPORARY CONSTRUCTION EASEIIENij - - - - - - - - - - - - - -� SIDE SEWERS SHALL HAVE A MIN. , HDA BEN HMARI� "BM -15" OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR PIKE I NORTH SLOPE OF 2N FROM THE SEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: M TO THE ADJACENT PROPERTY ONES. , FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8983 E 1304924.5005 ' SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. 6 "x6" TEE (MJxFL) W/ C04C. BLOCK NORTHWEQST CORER, HOUSE #2623 1 -6" GATE VALVE (FLxMJ) ELEVATION = 266.42' 1 -6" GATE VALVE (MJxMJ) I 2 -6" RO -MAC COUPLINGS bl TO STL NOTE: CONTRACTOR SHALL LOCATE EXISTING LOCAL 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 I AREA AND KEEP THEM IN SERVICE DURING CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSFERED TO THE NEW 8" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N 190940.663 19 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E 9119 -�'- .0-427 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM =z-�- 285.19 BID ITEMS. IE 24" SE = 235:66 2 .31 IE 24" W = X53 254. 1 SDMH #6 N 190936.8983 SS T _ i , i NEW 48 SDMH NEW 48- SSMH SSMH 8 E CONNECT TO 010.5 N 49B94fr98201909 7 N ' ^^ 190942.12 SSMH 7 cone npnP CONNECT. TO EXISTING E " ^moo � r °. "1304650. # NEW 3+ SSMH WITH. INTE. NAL 48" E '.' ^� 4.-4 =n 1304960.02 RIM = "z, -3:Srr 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N ' ^ ^� 190944.40 6" STEEL WATER MAIN IE 24" E = 354.-89252.62 N 1 190950.43 E 1364988.eF65 1304909.65 IE 24" W = 253.- 91 - 252.52 E 39=656-.4- 1304654.61 RIM = 235:eO 285.88 RIM = 3338 273.63 !E 16" E = R5539- 254.37 IE 16" E = .2''54=05. 252.73 IE 16" W = 355. -29 235.27 !E 16" W 253:95252.63 IE 8" S = 2-75:60 (Internal drop connection IE 8" S = 26360 (Internal drop connection 264.67 to be stubbed out of manhole 20 LF ® 1.0% to be stubbed out of manhole 8 LF 0 0.53K and capped) BOT 8" 254.40 I and capped) 290 RIM = 283 285.22 IE 16" SE = 255.65254.64 IE 16" W = 255.55 254.54 APPDX. BOTTOM OF TEST BORE - �40..... _....... ... 230: _ .........:........ : .... ... SI-P- 2' -21dt1 w1NP a7 -2062 wnv-.A7 -0182 ALL WORK ON THIS SHEET IS SCHEDULE "A" = PROFILE = SCALE _ HORIZ. 1"=20' VERT. t " =10' ROLL 17 ........ 290. .... 2�a .270 :..... 2.6.0..- :..... 250 -- - - - - - -- - -- -- - - -- - - -- 24.0..:._ I 230 - -- - - -- - -- - /j S�At1HED J% C 7 MII - `F r,4 t^ I--.)- .v.1.2//) < w Cy'I F, 1 a 8" WATER MAIN FROM 8" WATER MAIN FROM - _ - - - - - N 190944:7206 N 190936.8983 N 190944.7.06 TO - . E 1304495.7206 ... ....TO :......... - .........:......... ..........:............ - E 1304924_.500.5 - E 130.4495.7206 .SHALL BE PUN- PUN PIPE :.... _ _ - :..-------- - - - - - - - - - .- - - --------- ------ ----------- ----------- --------- _----- ------ -- --- - - -- - - ----......... ............. - - - ......... - ._...... N 190899:4896 E 1304306.1071 - - EXISTING GROUND :_ _ - - _ - - - --- -- - - - -- - - - 3 CO - - :SHALL BE RESTRAINED : N 190944.5097 E 1304515.6721 - TEST BORING : _ - - - - - - - - - - 6 "TMINIMUM CLEARANCE 270 DINT PIPE AND FITTINGS - 8" GATE VALVE (MJxMJ) B -11 - - - - _ BETWEEN WATER AND GAS .. -- --- - - - - R -- ------- --- - - - - -- - sss LF of e° DI WATE MAIN - - - -_ - -- W W ------- - - - - -- -- W - U' ...260 T.. ................... 215:........ .. ................................ ............. ........... ......... --- - ----- ------- -------- 307----------- ---- ----- -------------- --- - -- - - - -- ..... ............ ........ ..in :.. 299.51- LF OF 24" C905 PVC SO ® 0.5% : : : : 288.13 LF OF 24" C905 _PVC SO ® 0.5% - - - - W : W -- -- - - -- - -- - - -- - - - -- . -�.m W LiJ _R19.52- LF OF 16" C905 PVC SS ® 0.5% : : VC SS -r-� 6 "- C C SS ® -8:§PE 3t.-Sfr OF S-P ®B:r�G _ LF OF 1 905 PV : LF _ 16 C90 250..(n... - 222.5 .: - 255 0 6% - 50.4 0.3% ------------- - - - - -- - -- - - --- ------- - - - - -- ----------------------- APPDX. BOTTOM OF TEST BORE - �40..... _....... ... 230: _ .........:........ : .... ... SI-P- 2' -21dt1 w1NP a7 -2062 wnv-.A7 -0182 ALL WORK ON THIS SHEET IS SCHEDULE "A" = PROFILE = SCALE _ HORIZ. 1"=20' VERT. t " =10' ROLL 17 ........ 290. .... 2�a .270 :..... 2.6.0..- :..... 250 -- - - - - - -- - -- -- - - -- - - -- 24.0..:._ I 230 - -- - - -- - -- - /j S�At1HED J% C 7 MII - `F r,4 t^ I--.)- .v.1.2//) < w Cy'I F, 1 a 'ti ry C I I N Q0 CD Lj Ij <C U-i CD L�j LL Lij LiJ _,j Cn C- C:l r-- CN ry I I ICD C/-) I- cl-) <c Lj oN 0 E E_ a- L) E E E 0 HE 0 V) it CONTRACTOR SHALL LOCATE EXISTING SEPTIC TANK FOR RECREATION BUILDING AND ABANDON BY PUMPING OUT TANK AND FILLING WITH SAND. SCALE 1 "=20' CONTRACTOR SHALL THEN CONNECT NEW SIDE SEWER TO THE RECREATION BUILDING. NOTE. EXISTING LANDSCAPED AREA, PLAY AREA AND SAND BOX CITY BENCH MARK #266 ELEVATION: 247.87 FEET TO BE PROTECTED. LOCATION: Intersection of NE 28TH ST & Jones Ave NE. 45" BEND WITH SURFACE CLEANOUT i 18" CHERRY TREE MAY, BE IF S DESCRIPTION: 1/8" copper pin on 5" (INCIDENTAL TO SIDE SEWER) REMOVED FOR CONSTRUCTIONECESN ARY dia. round conc. man. SIDE SEWER SHALL HAVE A MINIMUM 0.2 feet down in man. case. i SLOPE OF 2X. 290 280 ........... .2.7.0 ..... :F 260 z :L 250 .....................G 240 ......... .......... �rwp wwc NOTE. PAY LIA41TS FOR CONTRACTOR SHALL RELOCATE MD RESTORATION . �,: I ';IaOkYE�y AND WATER TO '#EW MANHOLES. r A)XOMODATEIA, REMOVE EXISTING CHAIN LINK FENCE -------- -------- ------------ FABRIC FROM POSTS AND ROLL OUT OF WAY DURING CONSTRUCTION. CO CONTRACTOR SHALL REATTACHED FENCE co E AFTER CONSTRUCTION. PAY LIMITS FOR SOD RESTORATION SSMH #11 SSMH #10 SDMH i fq - - - - - - - - - - - - - - - - - - - -- A 7 t SDMH - - - - - -- NEW 16" PVC SEWER EXISTING ASPHALT PARKING LOT NOTE. L_ - - - TO BE OVERLAYED WITH 2" OF EXISTING GATE TO E BASKETBALL COURT SHALL BE p CLASS 8 ASPHALT PROTECTED FROM DAMAGE. ANY REMOVED, SA IJD RESLFT DAMAGE TO THE COURT SHALL -NEW 24" PVC STORM REQUIRE THE ENTIRE COURT TO �. � i F`_ 1 :1 "., I - "BM-9" x I BE REPLACED AT THE CONTRACTORS HDA BENCHMARK 285-- SET A PK NAIL IN EAST ED EXPENSE. J_ I,, Owls- THE GRAVEL AREA NORTH 'OF I THE CENTERLINE GREEN PAINTEE ASPHALT PARKING LOT MAY A£ USED BASKETBALL COURT IN BY THE CONTRACTOR FOR A PONSTRUCTION Cl �T CITY PARKS LIONS CLUB PARK fn STAGING AREA,, IF THE CON ACTOR STAGES ELEVATION 284.98' PROPERTY IN THIS AREA, THEY SHALL STRUCT A TEST BORING! j, TEMPORARY ENTRANCE TO ABERDEEN AVE NE B -2 AND FENCE THE AREA. THIS ,WORK SHALL BE CONSIDERED INCIDENTAL. - - - - - - - i TEST BORING 01 B-8 NOTE. EXISTING ASPHALT PARKING LOT 1115 4 TO REMAIN OPEN TO PUBLIC NOTE., LNG OVA PARKING EXCEPT DURING CONSTUCTION CONSTRUCTION THROUGH THE KENNYDALE THROUGH THE PARK. LIONS PARK AND ITS PARKING LOT SHALL TAKE PLACE IN THE LAST THREE (3) WEEKS OF AUGUST 1998 OR AS APPROVED BY THE ENGINEER. ------- ----- -------- - - ------------------------------------- - -' -1- -------- / ------------------- ---------------------------------------------------------------------------------------- 3 PV CERTIFICATION SSMH #10 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL NEW 48- SSMH SSMH #11 SDMH #9 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON L>r N 190680;3989 190680.08 NEW 48" SSMH NEW 48 SDMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER SDMH #8 E 1305059-.785 1305035.28 N 190475.66151190482.6 N 19047-2.7191 190481.80 MY DIRECTION. NEW 48- SDMH RIM = 286.90 286.18 E 1305041. E 1305042.7545 1305036.50 23613 N 190680 ',957 IE 16" S = 256.11 RIM = 285 65 283 88 - � 17 - 14 F.D. RINGEL L.S. 23613 DATE. E 13059$4-6626 1305031. RIM = -28�286.13 EMRES 9/11/ IE 24" S =7- 19255.86 IE 24" NW = 253103t 255.96 .... .. TEST BORING B-8- - --------------- -------- ------------ 7 ----------- ---- -- -- ------ ............................................. ------------ ------- APPROX. BOTTOM OF TEST BORE 272 0.8% ....... .276.55 LF OF - 24" -C905 JV.C. SD- P. -0753.9, .............. ........ ----------- 26e.87 LF OF:16" C905 PVC SS @ 0.5 272.6 0.6% ................................ ROLL IE 16" NW = 257-.e5 256.21 ----------- ---------- B-2 EXISTING TING GROUND - ------- - - - - -- -------- ----------------------------------- 1E 16" SE 256- 257.18 IE 24- SE 258..qS 257.17 IE 16 N 256. 161257.0618 \ IE 24" N 258-.4-7-257.03 co -- -- --------- -- - ----------------------------- . ....... . . --------------------- kfARCH, 13; - 1996 ................................................... .. ----------- W- -- 194.4 0.6%: V) 203.49 LF OF 24' C905 PVC:SD 0 6.5X_ LLI --------------- -- ------ --------------- W 2ef.66 LF OF 16. C905 PVC-SS @ 0 V) I -APPROX. BOTTOM 197.5 OF TEST BORE - --------- ---- ----- -- ----------- --------- ---------- -------------- .................... ......... ........... ................ 262209. ALL WORK - ON THIS SHEET JS SCHEDULE "A' co -w&> .... ......... --------- ------------------- --------- --------- ----- -- ------------------------------------------------------------- ----------------- 2 9.0 ............... 280 .............. 270 0 ............2 .6 ........... 250 . ......... . ........ : 240 ------------ .................. ... I * --- SwNto JUL % 7 2001 6212 5'_ 230 - PROFILE SCALE HORIZ. 1 "=20' ----------- ------- --------- VERT. 1"=10' ----------------- ------------------------- ------------------­ ................. 1,!>2 29 173 034 2 9.0 ............... 280 .............. 270 0 ............2 .6 ........... 250 . ......... . ........ : 240 ------------ .................. ... I * --- SwNto JUL % 7 2001 6212 5'_ 230 - NEW 48 SDMH N ' ^ ^',��S 1 0429.27 E,- .�549r 7-s.T 1 051 17.40 RIM = 38#.68 283. 7 IE 24" S = 258.792 7.70 SSMH #12 IE 24" NW = 258.66 7.60 NEW 48 SSMH N �,n --rte 190432.16 E - ;- �,- � -�-w�2 1305121.16 RIM'= ze4.56283.97 IE 16" S = 258.77 257.65 IE 16" NW = 258.67 257.55 `� N � � ... `� � cD °[D E " ^-�,� ^�-�� 13051 15.80 I �_� Z� J �„1 �� �i: =�.. N N � o N � I i � i I i I / i W W C905 PVC SD ® 0:5% REMOVE EXISTING CB AND IE 12" E =373:86 - 272.72 _ - � - -- _ IE E = 259.42 I � v% N / : IE 4" E = 28;-0' 280.81 I � � � W O RIM = 28-t:B9-281.28 W � z r- � � w :...2.5.D N. � >� � wax ti N � �o __ ..:.........:.. SC W W � I- LF OF 12" CPEP ;SD ®2 n °' ' � zo z w� � ��° ��� SHEET h t.. ^ Wl1 Q C G W NEW 16" PVC SEWER W ; m W � W 3- 1-5>96 LF OF 24" C905 PVC SD ®9:rr% � � - _ �Q Q� � W �z J "....... ..... .. .. ... . .... ..... .. _ ...._ -.. - - - 1 .. _ �� � r, SS � 3 MHI � N NOTE: EXISTING LANDSCAPED AREA, �o � ^...- oe�. �eoo ^: - .NEW 24 "PVC STORM rc,. a �: .. I �� z l� � ti�5,= %� r � , PLAY AREA AND SAND BOX TO 9E PROTECTED. N W W N W O � z i � � a cn H- a. I `' ' cn a W =1- / Qo p i � 0 0 /r----- // � d�. � N � -=- '------------------ wz y � � a o 0 3� � a / - _ ' � � U i.i w! _ l `i � � W ' a a / ' �..i � � �o - a �� SOD SHALL BE PER SECTION 8 -02.2 OF THE SPECIAL PROVISIONS z 1 a � m'F �E �N C } � � i � � POWER AND WATER TO AC£OM.ODATE NEW MANHOLES. y -� 1' C p, om a �j �p �� �� �� ! �J ' � O „�° REMOVE EXISTING CHAIN LINK FENCE ` j - � �n a s o �s� ' <�s _ / z AND REPLACE WITH NEW CHAIN LINK FENCE. i i w 0 � Z U 0 0 0 0 x fi� � � � � � � � a Bo c� g � ...2.9.9...... � � � � KENNYD! -ALE LIONS PARK NEW 'CH.AlN LINK FENCE SHALL BE PER i sECT:�N 9 -ls.l of THE sPEC,AL PROVISIONS. �;� 4 : S // F/� / / SSMH X11 a a x :...2.g.9: _ . � - �s 7. W ¢. o NEW 48 SDMH N ' ^ ^',��S 1 0429.27 E,- .�549r 7-s.T 1 051 17.40 RIM = 38#.68 283. 7 IE 24" S = 258.792 7.70 SSMH #12 IE 24" NW = 258.66 7.60 NEW 48 SSMH N �,n --rte 190432.16 E - ;- �,- � -�-w�2 1305121.16 RIM'= ze4.56283.97 IE 16" S = 258.77 257.65 IE 16" NW = 258.67 257.55 `� 270: NEW 48" SSMH WITH OUTSIDE DROP N ' ^ ^�- �;:6;- 47190135.08 ... � i E " ^-�,� ^�-�� 13051 15.80 I �_� Z� J �„1 �� �i: =�.. � W Q Z r7 � =fnWO�w RIM = 384 -:99 281.32 PAY LIMITS FOR SOD RESTORATION � i � i I i I / i W W C905 PVC SD ® 0:5% REMOVE EXISTING CB AND IE 12" E =373:86 - 272.72 _ - � - -- _ IE E = 259.42 I � v% 83:2-3 LF OF � 16" / : IE 4" E = 28;-0' 280.81 3 RIM = 28-t:B9-281.28 W 94.3 0.4� �. ? � .... . :...2.5.D N. � Iy, wax __ ..:.........:.. y/ SSMH #12 LF OF 12" CPEP ;SD ®2 � �, � ��° ��� SHEET 8 /� NEW 16" PVC SEWER W ; �+-� 3- 1-5>96 LF OF 24" C905 PVC SD ®9:rr% � � - _ /1 �� "....... ..... .. .. ... . .... ..... .. _ ...._ -.. - - - 1 .. _ LsJ r, SS � 3 MHI � N NOTE: EXISTING LANDSCAPED AREA, / I ° �: SDMH 10 r � / F # ^...- oe�. �eoo ^: - .NEW 24 "PVC STORM rc,. a �: .. I l� � ti�5,= %� r � , PLAY AREA AND SAND BOX TO 9E PROTECTED. � - / i � .`� � �ry '�� .dry, ,,� � i � � / s s ' / <, a. I `' ' a yon' =1- / i /r----- // � d�. � _ ___ - - -PAY -=- '------------------ - - - - -- ;` J. �_1'I � „�„ / LIMITS FOR SOD RESTORATlON� ,; { "'- - / ". � ,. � �. . NOTE: /- � / CONTRACTOR SHALL RELOCATE _ / / - � SOD SHALL BE PER SECTION 8 -02.2 OF THE SPECIAL PROVISIONS � i i } � � i � POWER AND WATER TO AC£OM.ODATE NEW MANHOLES. / I / ! �J ' � / � ,','. � / REMOVE EXISTING CHAIN LINK FENCE ` j - - _ I � _ _ _ _ _ _ _ _ _ _ _ ' _ / AND REPLACE WITH NEW CHAIN LINK FENCE. i i L I i� � � � � � � KENNYD! -ALE LIONS PARK NEW 'CH.AlN LINK FENCE SHALL BE PER i sECT:�N 9 -ls.l of THE sPEC,AL PROVISIONS. �;� /, 1 - r� '� S // F/� / / SSMH X11 I � � - �s 7. � 'c7' SDMIjiJ�9 // �j Fr � � � _ / � / ` , S 1. CONTRACTOR SHALL NOT DISTURB TION OF THE � ('i i � ;,. 111 ' _ - \\ � - .. - -- -- - -- , / i . ` � �. ,. BASEBALL FIELD. � � I ; il I------ - - --�/ i Cam- � =i u�', COURT SHALL BE i � ! THE COURTGSHALLNY 29 LF OF 12" CPE i � W �, � 1 \ `',� J�' ENTIRE COURT TO D AT THE CONTRACTORS HDA BENCHMARK BM -9" SET A PK NAIL IN EAST EDGE, SD ®0.86% I i � i z �\���-� I � ` ® �� CENTERLINE GREEN PAINTED NOTE: , �,� � I BASKETBALL COURT IN CONSTRUCTION THROUGH THE KENNYDALE _ ' i � � r ,./ ' �`�yjJ B P284.98' LIONS PARK AND ITS PARKING LOT SHALL TAKE PLACE IN THE LAST THREE (3) WEEKT OF i�, I -' � ��� \ ti 1� 1 ELOEVAT ON AUGUST 1998 OR AS APPROVED 8Y .HE ENGINEER ,I ii }I �� � �� '. � � �' � Y�� � " X36 i� CB #26 I � i 1� E SHEET', � I�� � �s'�� �� � - �.. � - t J i - - Y q. SCALE I �� -20� NE #CB TYPE -1 SDMH �i0 NORTH THROUGH PARK NE 24th ST N ' ^ ^T�, -5T6� 190154.19 E +-sn� ^ ^^ ^' °' 1304981 68 NEW 48 SDMH N ' ^ ^',��S 1 0429.27 E,- .�549r 7-s.T 1 051 17.40 RIM = 38#.68 283. 7 IE 24" S = 258.792 7.70 SSMH #12 IE 24" NW = 258.66 7.60 NEW 48 SSMH N �,n --rte 190432.16 E - ;- �,- � -�-w�2 1305121.16 RIM'= ze4.56283.97 IE 16" S = 258.77 257.65 IE 16" NW = 258.67 257.55 `� 270: NEW 48" SSMH WITH OUTSIDE DROP N ' ^ ^�- �;:6;- 47190135.08 IE 12" E = 278�BB279.99 E " ^-�,� ^�-�� 13051 15.80 IE 12" N = 378:88 279.87 RIM = 384 -:99 281.32 � 96.5 - 8-2:2 -3 LF OF 24" ' O W W C905 PVC SD ® 0:5% REMOVE EXISTING CB AND IE 12" E =373:86 - 272.72 REPLACE WITH NEW CB TYPE -T N ' ^ ^-,�, -895- 73190154.19 IE E = 259.42 v% 83:2-3 LF OF � 16" RIM = 23-282.08 IE 12" S = 4SB.25 279.95 : IE 4" E = 28;-0' 280.81 C905 PVC SS ®635b : RIM = 28-t:B9-281.28 W 94.3 0.4� �. ? � .... . :...2.5.D N. IE' 18" E = 36:1- 4275.32 �: �. . __ ..:.........:.. 240 � 230 CITY BENCH MARK #1837 ELEVATION: 317.23 FEET LOCATION: Intersection of NE 25TH ST & Edmonds Ave NE. DESCRIPTION: 2 -1/2" brass disc on coot. moo. 0.4 feef in mor.. case. -� EXISTING GROUND CB $21 NEW CB TYPE -t N i9Bfi49:9387-190149.38 E X3854 -� -#383 i 305114.23 RIM = 284 -:88 280.88 IE 12" N = i7frEB- 276.74 - IE 12" S = ;t�6 =BB- 276.67 CB 22 _ NEW CB TYPE -1 WITH VANED GRATE - _ N H- 3o^;�r 6TH 190155.99 =_ - E -4--� - 31305113.72 - R1M�= �- ��280.58 iE 12" S = 2- 76.-BS 276.77 -( E- 12"- W.. 37fr.95276.90-------- ------- --- ---- ------ --- ---- - �� - -- 0.6�: 5 LF OF 12" CPEP; SD ®- i -:9:G; - -- - - 20.6%' -li-- LF OF 12 "- CPEP SD � 3:BSE 289.7 0.69; 2-9032 LF OF 24" C905 PVC SD ®;3:✓S6 � - - - � � � - ROLL 773 1 - _ SSMH 13 RIM = 384.58-284.39 NEW 48" SSMH WITH OUTSIDE DROP N ' ^ ^�- �;:6;- 47190135.08 IE 12" E = 278�BB279.99 E " ^-�,� ^�-�� 13051 15.80 IE 12" N = 378:88 279.87 RIM = 384 -:99 281.32 IE 16° W = 36B:3E259.22 ./�36 IE 16" N = �6- 259.42 REMOVE EXISTING CB AND IE 12" E =373:86 - 272.72 REPLACE WITH NEW CB TYPE -T N ' ^ ^-,�, -895- 73190154.19 IE E = 259.42 E ;�49n;-:4845 1304982.20 SDMH #11 RIM = 23-282.08 IE 12" S = 4SB.25 279.95 NEW 48 SDMH N �--- • ----�T 190139.63 IE 4" E = 28;-0' 280.81 E ;�39�1- t4:e3d4 13051 12.17 RIM = 28-t:B9-281.28 c1 IE. 24" .W. _. 350,38- 259.78...... �. ? � .... . - IE: 24" N = 369:24 258.7$ - IE' 18" E = 36:1- 4275.32 IE 12" N - ^'_ '° 274.80 __ ..:.........:.. 280:_.... LF OF 12" CPEP ;SD ®2 i3;- 132 � W 21 1.5 0.77% �+-� 3- 1-5>96 LF OF 24" C905 PVC SD ®9:rr% � � - _ � - LF� OE- 16" -x905 PVC SS- i� 8-5?s.�.. 260 - ... jyj . ................. . i- f{r.98- 211.5 1:0% LsJ N 250= CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL - LOCATIONS OF THE�TOPOGRAPHIC FEATURES SHOWN HEREON - : - - - -ARE -TF16 - RESULT - OE �A SURVEY- MADE- BY� ME- OR� UNDER_ _ MY DIRECTION. - _ : F.D. RINGEL L.S. 23613 ;DATE: -- w ... r 240:. f �esrsnf'° �L I.ATi9 - EXPIRES 9 /tt/ - � - - � � O - sc:af�r���l JUl z y 2�Ci S 2 1 6 2 C e d ti I 'a ry �I C � o N 1 N 1 - Fri p 'z C N CO EXISTING 72" DIA. o cal #36 CB #26 _ CC HDA BENCHMARK "BM -20" -I. - Sr"r S �T 6 SEWER LIFT STATION N EX.CB - CB #34 EXISTING IE 8" E = 263.06 SET RR SPIKE IN N.W. N t!?15Q:2685- 189969.83 NEW CB TYPE- I : � j / �S, j NEW IE 16" W = 262.76 (CORE DRILL MANHOLE) FACE POWER POLE, 280 E 1;30486..9255 1 30 4883.67 N: tB9899 3502 189888.65 /. 34 LF OF 16" C905 FILL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE. RIM = 2�-2 -2 .273.61 E X1304880.75 Pvc ss ®D.5% OPPOSITE HOUSE 2304 SLAB AND CHANNEL TO INVERTS. N - - - RIM 2 3fiB- 52n65.3 80 : ST BORING I _ LIFT STATION SHALL REMAIN IN OPERATION IE 72» " S = 2b9.92 " " � _ NEw 6' sIOE sEwEe IE 12" S = Yb5 ✓5 266.80 _ ' B -1 \ i (emu-) UNTIL NEW DOWNSTREAM SYSTEM IS TESTED ELEVATION = 273.14' �>- IE 12 "W 269.96 IE 12" N = 26535 266.89 / ® \ I - AND APPROVED. 270 8-7 Ld <w i W 3.7q - I. �.- . t- , rt f- -- -- - - - - -- - L -r - -- - - - - -- - - - - - -- - - -- - - -- - - -- - - - - -- - . Z O Z 0 : See Below for - .. ,T_.- \E _ _ -- ' _- - -- _- _ _ - - - - -- - - - -- -- W IY - Profile Continuation MON. IN' CASE. _ _ - �` -'- ' ' W ....... .. . . .... ......:... ................ .......... N 19013,5.9281 I (see protle�;B'7 � _ _ - - E 1304902.4257 - I - -. ' _ _ - - Cg #20 C8 #19 QOQ� :PROFILE: "A" I SMH #1� AVE. N.E.NEW 16 ° PVC SEWER, �'�PLUG 12" Wow ERDEEN A Q - _ : -- -' -- -- STORM ---- - --`-- _ 2" a- W ... ......... - - - - - - - - - - - - - SSMH #15 LP 6 i, 23 OF 1 ® 15 ~ J NB989827.8272� NEW CB TYPE -1 : SDMH, #12 / - - - - - - - - - - - - - - - - �" - _ - Q : NEW CB TYPE -1 CB #18 O .� }- _. I - - - - -N� - µay C S76R - E 1304882.113:7 N 189772.4064: -- z E. }3948 9- t8Fi-: 13Q 877.50 " �J 1 _ PEP- ® -2:0X �L. CB -#f-7- N � W .... . ...:.. . .. . . EM72" g3f:5:BB -2 .13 : RIM : = 3�O:B� 270.8 INSTALL 40 LF OF, 8 Pl/ SS I. y -- // (see prgflle F1,= .CB... 34 »q 3.9% - -- - , � � se " w , L-I O IE 12" S = 266:0 &26 .06 IE 12" N = 26fr-55- 66.81 ®S.O.G TO Sj'A.f09 ±34. 2.75 LT;- /__ -c _ _ -_ -- �� (see profile '�- - _ ( e rofile q•)l z� ~ 70 IE 12" N = 2656926 .10 ---- EXISTItG GRAQ�. AN I TO ' /, - - - - -- / - - - - -- - - -- ----------- .; --------- - - - - -- --- - - - - -/ - - -\\ 7 CB #18// Vi - --_ - - -- - -- - - -- - - A_— I�OF 8 SAT E o. C 279 2 7------ ---- - -- - --- ----- ----- - - --.- - --I - - -IW ... - - d / � RIM = 272.20 -00 34- LF OF 12" :CPEP ® -1-8 r� ^ IE 72" N = 265.42 CONTRACTOR SHALL MAINTAIN SEWER SERVICE 260 : 61 6g =LF OF 12" CPEP 55:5 3.2% I !E 12° S = 269.92 AT ALL TIMES DURING CONSTRUCTION a° 0 9:5N 2.8% See Profile Continuation PROFILE �,A,�. O O 3� HDA BENCHMARK "BM -8" u' E-� c SET RR SPIKE IN N.W. �w - i FACE POWER POLE, - - REMOVE EXISTING ce AND AT S.E. CORNER INTERSECTION - it W da ... REPLACE WITH' NEW 'CB TYPE -1 - �O+' ce N 189818.3058 i i ABERDEEN AVE. & N.E. 24TH ST. NOTE: _: g ` E E 1364916.5278 - ELEVATION = 285.60' SIDE SEWERS SHALL HAVE A MIN. =o L REMOVE EXISING CB AND I I - RIM ; x:17 271.29 SLOPE OF 2% FROM THE SEWER MAIN - REPLACE WITH NEW CB TYPE -1 qal N 189862 5448189863.18 : IE 12" E _ 268.?2 268.57 IE ,12 N.. =..?6 $.267.89.. DEEP AT THECPROPERTYLL NE IF POSSIBLE. TO THE ADJA E.:.�,�.9;26-1304917.11 SIDE SEWER E RIM = 271:22 271.21: IE 12" W' 266:.28 265.94 o IE 8" E = 268.62 269.53 IE 12" S:= 268:6 0268.4 NOTE: 270 ----------- - - - - -- ~ cn 19, 20 AND 34 I I AND THEIR RESPECTIVE PIPES 5-43- LF OF 12° CPEP _ ARE A PART OF SCHEDULE "A" a ®- 1.3% 02 2 6 0 N i CITY BENCH MARK 11837 _ PROFILE .. . ELEVATION: 317.23 FEET LOCATION: Intersection of NE 25TH ST CB #'13 W & Edmonds Ave NE. NEW 48" CB TYPE -2 Z i i DESCRIPTION. 2 -1/2" brass disc on SSMH #15 N "==^^ 'ter 189826.10 3 Z NEW 4S" SSMH E !3�3�F 1304896.26 O a - coot. man. 0.4 feet in I RIM = 2'�0 271.36 N o z man. case. E ' o°^ "°�^ 1304901.06 i N 1 -�-�e- 189883.98 IE 72" E = 26r8B 265.33 a ' IE 12" W = 264.94 264.58 I I I RIM = 22:85 271.66 - j IE 16" E = 262:3 262.59 IE 18" S = 26338 263.29 IE 16" N = 262.73 265.51 IE 24" N = 263:e2 262.82 i I I I I z I I � I 1 0 I I Z U N I I 6� fi k0 ' SCALE 1"=20' I I " a g 290 - - . .... ........ ..... - -. ........... ----- -- --------------------------------------------------------- ------ - - - - -- - - - - - -- - -..(.- ......... --- ..... -------------------- ....- - - - - -- :1 270 260 Z 0 250 CERTIFICATION 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL :LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON 240 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. F.D. RINGEL L.S. 23613 DATE:: 0 230 Z.............................. # 4 -- _ NEW SSM# WITH INSIDE - R N 1HBt28r684� 190132.85 E 136499& --K57r 1304904.22 VSDIH 12 RIM:= 285.9 -2 286.51 IE f6" S = 26}_-54- 26146 - NEW 48" SDMH - IE T6" E = 26-1 =44 261 , 36 .. N : ==��2= .190137.07....... ..F 1E a" N = 2278.15 .1s 23673 E :3.'' -:=�= 1304900.65 RIM = 286..2 286.83 IE S" W = 278.15 IE 24" S = 261.52- 261.50: - EIfPIRE$ 9/11/ IE 24" E = 261.46 261.40 ROLL rm-- ----------------- ---------- PROFILE SCALE HORIZ. 1 " =20' VERT.- 1"=10': rTr_ :280 �� co ---- - - - = -- ---=--------=--------=- - - - - -- 270 o ..................... ..w......:............ ..- w U) w 260 w to ..................... .......... SCHEDULE "A" SCHEDULE "D" NOTE: CB - # -171 18, 19;- - 20,..34 AND THEIR RESPECTIVE PIPES ARE A PART OF SCHEDULE "A' 250 :240 - - -- -------------- ............................. ..... 30 sCpTiI1ED -JUL 17 2001 - /o S 6GI f a {� a,stSJfPy ✓rarn.f N � � m N � I NOTE: N - SIDE SEWERS SHALL HAVE A MIN. TOOTHE ADJACENT PROPERTY LINES. _ SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE > DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860 >` I Z F-- O I E 1305572.2009 5 Z W \XED,� THICKENED ASPHALT BERM W 24TH ST WHERE IT PREVIOUSLY NEW 6" SIDE SEWER � I (TYPICAL) � v Q� W W � � I m W� Z H \ 1 \ � f Ld D Q� w = LLJ-- - - - -`- - -- - - F /rs - - -- - -_ -- LLJ QQ QCn - - -� -� - - - - - - OF W x � -� [� Q OB #25 Q . _ - m SLF ® 3 3 47 LF OF .12" .... - N. E. 24TH i ST._.._ W LIJ z °CPEP ®-1-: &% - z - t/) i� LF OF',.12'� _ _ VJO Y ...._ CB 2 ._ _.,.,. .. _ .... ......_ ._.,. ._. pS. __ SSMH #17 �s z t j ®18_L_F ®9.67 %CPEP r3 f B% �p� SSMH #� ® TEST o cc93` Q TEST CB #24. - _ -- W BORING ---- -- - t m cc i- - - p Wy , r, N °' � �.� z 0C) of v 3 \ a INSTALL THI ENED _ W N WEST SIDE F ASPHALT BE M AT I , 2.9 J I Z n --i # WON. IN CASE aw HDANBENCHM K "BM -7" E 1305303 48 SET RR SPIKE R N 'N M -6" 6; S I > Li SET RR SPIKE IN N. _ Q a - E FACE POWER POLE, Y � �E FACE POWER OLE, mN ON S. SIDE N E. 24TH ST. I S_ SIDE N.E. 24TH ST. I Q = �I a » =20' 130'± W. OF BLAINE AVE. N.E. 120'± EAST OF BLAINE AVE. SCALE 1 ELEVATION = 83.44' I ELEVATION = 304.11' I Q u a CITY BENCH MARK #1837 �a ELEVATION: 317.23 FEET LOCATION: Intersection of NE 25TH ST I I I - & Edmonds Ave NE. - �? ® DESCRIPTION: 2 -112" brass disc on `: - cant. man. 0.4 feet in = man. case. SCHEDULE "A" CB 25 NEW CB TYPE- 1 CERTIFICATION SCK D� z N 190150.4126 '�L' of v� 1 30�o SCHEDULE "A" E 1305185.6521 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL��'� CB #23 _ yeB RIM = 282.50 282.41 G+ Cn LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON � o �s� - ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER SSMH 17 IE 12" S =� 279.32 d (n <LL N - 1-90i4:r308,7 190142.71 MY DIRECTION. # a E - ...... -P 1305184.84 ?> NEW 48 RIM = 382 -76 282.49 SCHEDULE A" c�� 2�ei1� N 90 19 139.83 IE 18" W =�- 5&277.50 CB 24 F_D_ RINGEL LS. 23613 DATE: f9�y yip E 1385565:4#.x7 13 967.30 NEW CB TYPE -1 RIM = 3-i:r.3fr 313.01 IE 12" N = 277.83277.65 N '.__'�'_ °__ 190122.49 E�IRES9 /n/ w IE 12" S = 27A.83277.95 E 1385186:0747- 1 3051 86.06 SSMH 8" IE 12" E = 365:9 30 .74 NEW 4I= 8• SSMH IE 12" W = 363:9E 303. 5 z ti RIM = 282 06 282.1 1 IE 8" N = X88:$5 303. 85 z o N 190136.5275 IE 10" S = 303.77 ul o � � IE 12" N = 338: -BB' 279.69 E 1305297.4757 ..s° 0 0 0 ..� RIM x'90.223 290.47 B' a IE 12" E = 282:32- 282.30 g 320 ......... .. ...._ /E. J2" -W X43-_ 28220------------ _--------- _-- -._... - J _.32__0. a - w 310 = - - _ _- ------------- - - - - -- - - - - -- -- - - - - -- -- ------------ - - - - -- ...................... ..... ........ - .- ....... ............. . _...... 310_ - - - - - - : TEST BORING 30.0 .......TEST BORING .:.........:. ......................... ............................... -. - -------------- - ----- -------- --------- - - -.-- ---- --- --- --- .................... H BH -1 ~ W 12° PVC SS ® W W : = LF OF 290:. _ cn - - -- - - -- .. ................... .............. .... ......... 2� 270 = 290 .CENTERLINE . ��� [n W EXISTING - _ GROUNDWATER LEVEL W W _ JAN. 15, 1998 W 280 - - -= - o N . w ..._..GROUNDWATER LE VEL : ..........:..................: ...- pVC SS ® .-- - -:--- - - .. -- N JAN. 15,: _ LF OF 12' . 5.22% 8 O- 181.5 - : OF TEST BORE 270: -6& LF OF 18" CPEP SD ® 3:834 ....................... _ ................. ...7.3....................2.99% ...... ............................... - ---------- - -- - - - - A STORM: PIPES- WHICH- A - ALL WORK ON THIS SHEET IS SCHEDULE -B EXCEPT 270 - CB- - #23; : 24; - 25' :AND ALL M : P - WH - RE PROFtLE SCALE SCHEDULE "A" WORK HORIZ. 1 " =20' 260:.... VERT. 1 " =10' . ..._ ... ..... ... .. ............... ... ................ -.... ... - - - - - 260: LL o APPROX. BOTTOM OF TEST BORE _ IL 2 OT w z SWP's %�l�lij W„rr = a ELEVATION 253.00 SCANI�1tD JUL 2 % 20(11 rA R'qqwLL 173 037 N `" � � � � ^O] N o N N � I " I r` N I W INSTALL 40 LF OF 8" PVC SEWER ® 1.0% TO I � I N 190187.1164 Q NOTE: I SIDE SEWERS SHALL NAVE A MIN. SLOPE OF 2% FROM THE SEWER MAIN � � E 1305811.3071 z I TO THE ADJACENT PROPERTY LINES. - W � INSTALL SURFACE CLEANOUT TO EXISTING GRADE 0 SIDE SEWER STUBS SHALL BE 6 FEET DEEP AT THE PROPERTY LINE IF POSSIBLE. _ z F— IE OF 8" LINf AT C.O. = 305.77 I I W W IW (, I Q I NEW 6• SIDE SEWER ' N Q? W ... .: ., ' z z I i _: . O / �.1, y � . _� r � I �- / /. i 07 L''� z W M�y� I _ _ z x l � �' �� _- _ TEST .. '� BBHt>3 � � -..__. ..� _.. ._.. —- -; _ _ / � 3z5 o � ®_ o N.E. 24-TH ST. _ - �.� �o � _ �2 :_ - — — — � — - — � � Z — � — _ - - _ .. - ,_. .. z- N� W ...... . -... _ ... -..- _._ -.,.. .._ '.- _. _......_- ... .�._ -. -. - -_.. .. _ .. _.. ... ....... .. - .__.`TEST �_ � N W O Y W \ SSMH JF18 __ -. -. _- _ _BORIIaG 4 - -- - -- _- ____- -_. -_ �_ � —� - ....... w zv~i � W _. _. _ _ ..n -- �/ _ _ -- -_� i � . _ 1. � � �., �.� Z r � ii � -rF. t`1 �-,; - - -- - -- — - - -- - - -- - - -, — ,I -- - � , rt -I a" � � C AI � �:, C � � �- .. ; J � y i O �_ ~ �' � o° SCALE 1 " =20' I I�� � 4M1`I // r" � c� � � i - MON. !N CASE � � a � Z y� I I N 190148.8405 _ � � 3Q I W E f3058f6.S }63 _ - � Z o _ CITY BENCH MARK � 1837 MON. IN CASE Z aw ELEVATION: 317.23 FEET � -F � - [� �a LOCATION: Intersection of NE 25TH ST N 190148.6243 I I - �: I--� W a E 1305802.1386 � - � � �c &Edmonds Ave NE. I W c � DESCRIPTION: 2 -1/2" brass disc on I Q I � HDA BEN -��- � �, coot. moo. 0.4 feet In FILED AN moo. case. a ,k \ E �N z HDA BENCHMARK "BM -5" ti. � � I � I SET RR SPEKF [N NORTH FACE NE FOOTI ,� �i �� � f— POWER POLE, AT S.E_ CORNER a� � Q � INTERSECT[ON N_E_ 24TH ST. AT SW CI & DAYTON AVE. N.E_ NE 24TH Q � ELEVATION = 322.56' ELEVATOOf as , i i �� � � � ®�� �_ g CERTIFICATION svq����'��G� z I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL o � »_� LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON k � yon ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER Fr. t" rn � =y SSMH //'18 MY DIRECTION. ♦" a a `' ? NEW 48 SSMH 23613 �v NN ' ^ ^,— ,ro,�- �--4�r 190143.58 `QSr �s*s,s^',� E 43659fi9:9446 1305808.41 F.D. RINGEL L.S. 23613 DATE: o+10y y�D N RIM = 3ii-7fr 321.55 EXPIRES 9/11/ z IE 12" E = 3957 305.16 O IE 12" W = 3953-7 305.06 z IE 8" N = 395at305.10 - 0 � I U � O O � Q �=��g ���� ...330 ............. . ___... - - .......... _... - -- - - - - - - - - - j - ........ - ......_ _.._....330....... 9 - - - - rrST BO. °.(NG � � � � � � TEST BORING � - � - � � - - - - - � � � � � - a� BH -3 : : : _ _ - - - — � EH -4- -----.—---------------- - � — - - — — - _ y T E — � E IST/ X NG CEN EREIN - -�` .....320 :........ ...... - - -�- �..—.— — — 320 x � — — m 310: ... . .:. �.. .: .. -" 310 -- �, E- .........._. . -.. W W _ `'-' (/') � � 241 LF OF 12" PVC SS ®6 �9e : APR BOTTO � � � - - - - - - 8 5 _ 12 PV ®0.5 _ _ _ . 3 O O . : 0.551, : OFPT �ST BORE M : : � � N i 346- LF OF C'SS W...................... ---------- -�---- --------��---- ---------:. APPROX..BOTTOM--�--�---�--.. :....._ 3 O O : W � � � GROUNpWATER LEVEL - - � - : : - OF TEST BORE _ W - (n BELOW" BOTTOM OF: TEST BORE - - � - - - - - - � � � - - - W JAN. 1 -5, 1998 - - : : � - - _ GROUNBWATER LEVEE _ - (/) oz _ � - � _ _ _ BELOW $OTTOM OF TEST BORE � _ _ _ - 290 ' . .......... ......... JAN 15 1998 290 �. ALL WORK ON THIS SHEET IS SCHEDULE "8" 280: 280 PROFILE SCALE : HORIZ. 1 " =20' 2 % Q :..... ....:....... .:...... —� — - — — — — VERT 1" 10' 270 I � ° wwp -2) twit �c;Al:;.c, )UL L.� 7_JG� � — � 1 � � 0 r d � _ e ® - CV `� � 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 N N \ � o NOTE: I� INSTALL 80 LF OF 8° C900 PVC SS ®0.4% TO N SIDE SEWERS SHALL HAVE A MIN. I N 190196.2535 SLOPE OF 2% FROM THE SEWER MAIN I E 1306858.8511 TO THE ADJACENT PROPERTY LINES. I WSTALL SURFAGE ^ E.•, ^ „r r ,ter,.,^ GRADE 0- > CC SIDE SEWER STUBS SHALL BE 6 FEET I n _ > W O DEEP AT THE PROPERTY LINE IF POSSIBLE. SURFACE CLEANOUT DOES NOT EXIST. IT WAS REMOVED DURING CONSTRUCTION j NEW 6” E SEWER I I OF ADJACENT SINGLE FAMILY PLAT. (� MON. IN CASE b < LLJ LLJ N 190115.6449 `^. z E 1306860.0694 W h { WIZ I h INSTALL NEW WHEELCHAIR RAMPS LLJ mW W — — — — —f - QCD U-) — — - - -- J — _ Q Q — ; - _}i : it �Q QJ r - U _ _ F_ _I — 1J -- - -- �- N Q z �2 n - TEST- (P .. /Ci ST. - -` w N� w W ®BBRING N. E. 24T -f�-I I I-, o z — — _ �yo w z Cn — _ UJI Q W _� - -- -- - -- J- SSMH 122 N Uj w W N N - _ _ _ _ V/ - - _T _ - _ _ - — _ - - -_ — — — L _ S \ uj 0� oil I..- _ -J'/ 6PillF Ire, -- — — —- 0 Z � �> <YP - N" L - � w�y a SCALE 1 20 I �,�.., - � , �� , P HDI+ BENCHMARK "BM -2" E CITY BENCH MARK #1837 SET RR SPIKE IN N. ,k �E ELEVATION: 317.23 FEET FACE POWER POLE, LOCATION: Intersection of NE 25TH ST OPPOSITE HOUSE S. SIDE N.E. 24TH ST. a &Edmonds Ave NE.' u aa� DESCRIPTION: 2 -112° brass disc on ELEVATION 32,tt70709 conc. mon. 0.4 feet in man. case.', Sa 3 CERTIFICATION 4tSC� _D h' o� SSMH X22 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL n o es' LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON tY, Csl NEW 48 SSMH WITH OUTSIDE DROP ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER < ``� N i-9ef!;3 -4;-2 &190112.39 E 3 .�' 130686328 MY DIRECTION. Pq RIM !61: Vie- 328.65 23613° N IE 12 E ;5f f.00 311.02 12 "PVC �f s" F.D. RINGEL L.S. 23613 DATE: z IE 12° W = 348-.76 310.92 IE 8 N = 3f f. fe- 310.85 owIR6 9�11� o IE 12" E = 318.68'. DUCT 340 - U �o goo _ - - - - - 3:4 0 .. ... . - TEST BORING IV 330: BH-7 - - - - -- Id .... < - - - - 330 _.... .... - - -- .... ........ ...... -- - -- m .. ...........F- : LF 12. PV ....... w : - ass- DF c ss ®s.2s% 320 w. 270 310: N : w. 317 e W : .-- -- - - --- - - - -_- --------------------------- ---- :- - - - - -- - -- .. ------------- 32� LF OF: 12' PVC SS ®0.54Y W 10 N: APPROX. BOTTOM - N - OF TEST BORE OD 300: _ : : : : : GROUNDWATER: LEVEL : . W - - 300 ......... ............................. _ _ w .........:.. . . ---- -_---- -A ----WORK . -- THIS: ---------- ------ "-------------8---------- BELOW- 1999 -OF-TEST-BORE--- OM � - LL ON. IS: SHEET IS SCHEDULE "B": JAN. 15, 290 290 PRO €ILE SCALE HORIZ 1 „ =2.0, 280: VERT. 1 " =10' 280 S S 1 6 1 1 2 SCANNED JUL '' 2 7 2UU i i6 ' �O 11,731 N W h o� t� N Fr"1 z 1 LJ I 0 N m Q0 cfl ry 6 N °N NOTE CV SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. u CD SIDE SEWER STUBS SHALL BE 6 FEET NON. CASE ?> W F- DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190099.5049 7389.4 7'1-- E 1307389.5249 > • Z W W W C, NEW 6" SIDE SEWER 2 LW � (nrlcaL) 6iFORCE TION. (SEEDS -2262) ELBOW, LLJ zo ~ z ° wn, D CY LLJ � 07wzw — - - - - -- —_ / ? 35o NOTE: CONTRACTOR TO COORDINATE C�QC/� �— - -- — o0 �z W o REMOVAL AND REPLACEMENT DRIVEWAY '.PITH PROPERTY NEW OWNER. Of L- z \\RIVEW:E - _ AY 0 ET N� w `- — — — N.E. 24TH ST. _ No f " I-'-j SSMH 23 ... _ _.. _ `. -._ .. -. .. ... MA CN W Z O F- W # TES ® C.O. EXISPING / a - -BORIN _ _ _ EDGE —/ Q = BH- - -- _ - -_.._ S HJ24� .. LLJ W _ Lv — - - -- 1 .tea J_ o� r O p o'E� z Dw U f:4 mo HDA BENCHMARK "BM -1" o SET RR SPIKE IN N. SCALE �� =ZO' FACE POWER POLE, �E S. SIDE N.E. 24TH ST. _N OPPOSITE HOUSE #2733 ELEVATION = 340.41' a� CITY BENCH MARK #1837 ELEVATION: 317.23 FEET LOCATION: Intersection of NE 25TH ST & Edmonds Ave NE. Bp DESCRIPTION: 2 -112" brass disc on conc. man. 0.4 feet in mon. case. Y� Z _' CERTIFICATION 1CK Dh, v _ SSMH #23 SSMH #24 CLEANOUT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL v1 W y °B LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON o ` 1�N EW 48 SSMH NEW 48 SSMH N 190096.8636 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER Gam. N ` -„ x;33 190104.55 N 9-99898 - .4963190098 -53 E 1307406.2801 "^" 26 1307133.25 E '307= 1307357.64 RIM = 340.80 MY DIRECTION. RIM = - 3.49 333.56 RIM = 349.B0 330 -92 7 ! 23613 ' E 8" W = 332.31 IE 12" E = 325:5f 325.33 IE 12" W = 33!.Bf 330 -74 F.D. RINGEL L.S. 23613 DATE: ray z IE 12° W = 335:44325.23 IE 8" £ = 33f. if 330.92 IE6 "E= 333.12 EXPIRES 9/11/ 0 0 6" FORCE MAIN FROM DEVIL'S ELBOW v LIFT STATION. (SEE S -2262) e 350 - _ 350 YS.. -_ " .. ... .. ...... .. ............ ... - -... .... .. - -.._ -- - -.. ....... ".. " ".. ".. " ".... " "- "- .-- -- -'_ - - - --- - - " - -- "" --- - -. " -- .- ...-- ._ "... ". _....... ...... --- - -._.. -- -_._ --_ -.. ....... ..... II 340:, TEST BORING — 3 4 0 - 111 �.. _... s - - — — - - - -- - - .. ..... ....." ... ............... ... 5 -B - -- . 330 330: ........... . .. . -- - - - - -- - - - -- - -- "- - " -- _ ... ".......... " "...... "..... ". - W f18 LF OF 8" PV W }LF OF 12" PVC SS ® 2.59* 55 @ 2.50% 2.41%- 224.5 32 0 N I APPROX. BOTTOM 320 ....... ...... ....... ..... ............. ....... ........ .................. .OF" TEST" BORE - . " "..... ------ - ----- -- W GROUNDWATER LEVEL - - - - - - - - - W - BELOW BOTTOM OF TEST BORE - ......... ... ... ...... ........ ... (n JAN. 15, 1998 - J 10 N 0 310 ...... .................. ..... rr ALL = WORK ON THIS SHEET IS SCHEDULE "B" = 300 300 = PROFILE SCALE: HORIZ.= 1 " =20'- 290: VERT. 1 " =10' 290 SCANNF^ .itit. 2 7 -A,, ROLL 773 047 SO I_ I n I I C14 C14 1 IL ry L'i C) 7,[-- 1- = CL Lj <t LLJ CD L'i r), Ljj a- L�j mwzw <t cn LLJ < C:) C) of Cn U) Ljj 8, Y C 8 E E- 3: � < cE -,E 7., oy z 0 V) su < T 250.� 240: 230 OD vz 220. 71 7 T. 76 X (A LLI UJI ------------ ---- 117, ----------- ----- ------ 7 17 LL 7_ V) #29 CUT -AND - PLUG EXISTING- 15" STORM CB #28 - - - - - - - - - --- - - - - - - - 11 #27 I. 233 WLI -CB #26 _7� KENNE CK PL N.E. -------- ---- -------------------------------------- - - - - - - - - - - - ---------- r 245 ----- - ----- ----------------------- &Cj 0 MON. IN CASE N 191640.6886 MON. IN CASE 425.3919 N 191 C E 13 039096898 R /M�2 My NSF 1114) HDA BENCHMARK "BM-1 (9 _C�L �A IN PC BACK OF 9 SIDEWALK ON SOUTH SIDE OF V111-4 Q�� I M%,'N CASE 2 CO N 409.8213 N N.E. 28TH ST., 50'± WEST OF % CENTERLINE OF KENNEWICK PL. N.E. C v E 1303914.6207 ELEVATION 242.96' SCALE 195=209 TA CB #29 Z& STA. CB AND REPLACE ABANDON EX. CB NEW 48" TYPE-2 CB CITY BENCH MARK 1266 WITH NEW -5e TYPE-2 CS 48" N 197320.8596 N 191663.4319 191664.09 ELEVATION: 2447.97 FEET N 191427.9235 191429.91 E 1303967' 1224 E 1;5937-98.3059 1303797.48 LOCATION: Intersection of HE 28TH ST E 1,30i9li.57861303913.41 RIM = 243.09 RIM = 235.3e 235.34 CB #28 STA. & Jones Ave NE. RIM = 241.6e 240.88 IF 15" SE 234.89 IE 24 S = 228.65 228.66 NEW 48 TYPE-2 CB DESCRIPTION. 118" copper pin on 5" E 24" S = 2:5f.96 231.73 IE 15" NW 234.89 IE 24 N = 226.65 228.63 N 19163e.7459 191631 59 dio. round conc. man. IE 24" N = 2;3f.96 231.76 IE 6" W 256.ee 230.08 E 5 1303813-93 0.2 feet down in man. case. RIM -35.= 3 a 3 ;3!32:259 2. 5.64 IE 12" W =232 .88 233.21 IE 24" s = 229.e4 229.09 IE 8" SE = 234.8i 234.65 IE 24" N = ^29.9% 229-09 ......... . ....... .IE 8 "-E _'." =230:48-------- -- --------------------- ------ -- - --- -------- --------------- ........................... Allik Ak CB #26 N -48" TYPE-2 CB EW N fg-I353.3963 1:91351.30 C 250 -- ---------- - -------- ---------- --- -- --------------- E -1393942.236-31303943:38 --- ---- ------ - - RIM = 243.00 243.03 IE 24" SE 23;3�6e233.39 IE 24" NW 2"-.68 233.35 ExIS�TING CENTERLINE ------- -------------- - - - - -- ------------------------ ----------- 240 ---------- ......... ......... . . . ................... ------------------ ----------- ---- --- ------------ ------- --------- -------- ................. .................. ............... --- --------------- - --------- ------------------ ------------ ----- ------------ REMOVE EXISTING 15" CONC. SO: KENNE ----- ------- W'C K - P' MON. IN CASE N 9,640 6B86 L E 1 303803.3143 - REMOVE EXISTING 15- - CONC. SO Ld REMOVE EXISTING 15" CONC, SO LF OF:24' CPEP 5�6- LF: OF 24" CPEP SO ®3 -245 SO @ 230 - ------------------------ ---- ------------ ----------- --------- ----- 2.-44%- ............. 226 LF OF 24" CPEP SO 0 1.330 - 5 LF OF 24" 225 1.19% :CPEP SO gj--� 36.5LF .1-18% 04 SCHEDULE 220 W ............ .......... --­--------------- ------ --------- ----------------------------------------- - -------_--------- ............. ........... . .......... : ------ ------ 210 CERTIFICATION I HEREBY CERTIFY THE HoRjkbNt AND VERTICAL' .... - - ......... LOCAT(ONS OF THE: TOPOGRAPHIC FEATU ES 'SHOWN HEREON vl ARE THE RESULT OF A SURVEY MADE 11 ME OR UNDER - MY DIRECTION. 823613 - ...... .... I � � F. D: RINGEL U.S.' 23513 DATE` . '<� . ....... TwP-j?--v62 t EMRFS 9/11/ 1 ALL WORK ON THIS SHEET IS SCHEDULE "C" ................... ...... ------- ------------- ----------------------------- --------- ------ - PROFILE SCALE HORIZ. 1 -20' VERT. 1`10' ------- - - -- -- -- ------- --- -- -------- ------------- -- -- -------- ----------------------------------- --- -------- ...... ROLL 173 imm 210 Ld V) SI-121 1 1612 I 3_3 h � b ��' i � o N � a N - � � - 7 Y� Y r N N � � � m N t (\I N .- � � I � a 9�ov� N I � � w o � z� � z w >� � Q w i� z o ~_ w� ? w� � ��_ w mw�W QQ Q� �? J C/7 � Q �� � �� z N � w LLJ � � z� � (/� Q W �o r O .. w � s -C 0 0 0:� � 3Q �z �- � W as �c o' o a� _� ,� � � rnh y C_ �� i� � Oi om a �j sW �$ s� ® " �6 \� z o � �_ c=i1 w y °Y o es� a ..g z w 0 � � Z V � O � � �8�� ?; i; F, 4 / // //� // - / ' ' /� ^� � / / � /,,^� / — _ - — 220 / � °'�` / / HDA BENCHMARK "BM -13" �0 / / SELED A ❑ IN N.W. CORNER /�,r' / / CONCRETE FOOTING FOR LUMINAIRE /'i1,�" � � 5 ON N.E. SIDE KENNEWICK PL. N.E. ,�� / / 22 120't NORTHERLY OF N.E. 29TH ST. " � �/ � �' -� i ELEVATION = 234.77' - 'J � � - �OTECT "TREES � _ ' REMOVE AND RESET T/" � - - EXISTING FENCE AS / � / NECESSARY - � / � - / / ,. , ^,� Z�0 �ry r0/ - - . - - -- -- - -- ' - - - -- -� — - - - -- - - - - - REMOVE TREES ,� V / - . ,,- ..oM �. - -... - 'r _ - � --- - -- - - - -- �. -- - - - -- -- - -_ - -- - - -- - -- - - - -- --- -- - -- - - = - - -� _ _ -_ - � 7�•� 4 , � __ .. - - _ 1"' - �� � - e, I _ ` � � -- - - _ - I - , CB X31 W r %�/ � _ _ i � TRENCH PLUG / � �' � :�_ _. 25 LF OF 12" CPEP c _ _ __� _ _ � — - � i' ,' KENNEWICK PL. N.E. ,; sD ®8.0� - � —� - ,., J � � ��x�1`'^ ,, r <' � Tss - -ter_ zn-xT�•'���"�T��- �"r.����r�t ��- �E- ��= �F��3"'_ -_ / �: -` X X N MON. IN CASE `�' SCALE 1 " =20' � � � ' N i3o'36 �sisl �I�I�� �'� �� HDA BENCHMARK "BM -14" i- - CHISELED A "X" IN EAST FOOTING ��, i ,. arY BENCH MARK ,266 ��i � BOLT OF A LUMINAIRE, ON ELEVaTioN: 247.87 FEET i SOUTHWEST SIDE, KENNEWICK LOCATION: Intersection of NE 28TH ST L PL. N.E. AT MIDDLE OF CURVE & Jones Ave NE. / '� ELEVATION DESCRIPTION: 1/8" copper pin on 5" ��"� = 233.62' dia. round cone. mon. /�' - _ - ' � � �- 0.2 feet down in mon. case. (�i � %; " e CB 31 REMOVE EXISING CB AND REPLACE WITH NEW 48° TYPE -2 CB N 191989.4193 E 1303637.3854 RIM = 333. -9-1- 233.81 iE 24" S = �%r. -o'§ 224.86 IE 24° N = ?- 2k.-65 224.82 IE 12° W = �6�1 -4 226.10 lE 8" E = z'�6.-41- 226.'15 - _ - . - .. - - . - . - ..... . WITN NEW 48" TYPE -2 CB N 191809.3337 E 1303726.3486 RIM = 334:s� 234.33 !E 24" S = ^ ^zz��226.89 !E 24° N = 3267 226.9': IE 12° £ = z^ -28:BB 228.26 ------------ - - - - -- -- IE 12'; W = 338:88- 227.75 CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. F.D. RINGEL L.S. 23613 DATE: 4�Cw D R � �g���� r=. r +. a 23673 �ssf�87 EXPIRES 9/11/ - NEW CB TYPE -1 � - - - - � - N 191797.3756 - ®� E 1303700.5223 : -_ - RIM = 234.00 - - - : E 1303604.7839 ; ; - - - - _ � IE 12» E 230.00 ®�a�va � � � 5 0 fSEE DETAIL SH£ET; 18) ........ _ :_ : 240 L,() � � � _ � � - _ EXISTMG CENTERLINE � : - : M � - W � � - - � - - - -- - � - - - - � � � REMOVE EXISTING 15" CONC.: SD - � �'yJ 2 3 0 _ � REMOVE EXISTING 15' EONC. SD - -___ _ _ _ REMOVE; EXISTING 15" CONC SD: _ __ - _ _ _ - _ _ __ _ _ _ N - ;- - - - - -- - - -_ -- -- ___. -. _- _..___ _: -_ - -- - ..__ -_ -_ _- -- ___ _._ _. __ - -- � -- -- ____.. -_ - - - � -1-`✓3 LF OF 24" C9:05 PVC SD ®'� Vi C9 VC SD F QF OS P ®- L 24 _ � 161.5 � _ � 1.09% - � - : W ; - 1-3-7- LF OF 24" C905 PVC -SD ®4:139e - 1fii3% _ _ _ - - O Lx1 2 � 0 Li]134 ........ ....... .. ... ..7.67%.. - - �..... -.... . -..... N � ALL WORK ON THIS SHEET IS SCHECULE "C" � 1 O PROFILE SCALE _ :VERY. 1 " =10' - � _ -- /J /,;,� °._. »Bz. >'„ r /JJ'� �� >r6�.2' �S'r�� >r C'n�'.j e o �m z > a LLg REMOVE TREES REMOVE AND RESET EXISTING FENCE AS NECESSARY 2j 2 7 10 UTILITY EASEMENT _ \ - - -- - c 1 _ \ r - CB 32 — - _ CB 133- --- -- 4- - -�� �5 � SEE PROTECT TREES PAY LIMITS FOR LANDSCAPE RESTORATION. RATION. RESTORE ALL DISTURBED LA.. WITH S.._. `. WITH NEW 54" TYPE -2 CB CB -33 N '^-�2- 111.84 192116.78 REMOVE EXISTING CB AND REPLACE I„ E "^ ^,-moo+ 1303595.94 WITH NEW 48" TYPE -2 CB z RIM =336 t9 234.60 N 493+1-8:#376 192122.52 o iE 24 S = 223:2-1 222.58 E UO3o47-.77r9 1303649.88 0 o N IE 24" E = 2'2^300- 222.41 RIM = 3-22.24 221.43 N 1921 15.6401 \ IE 12" W = 323:59222.74 IE 24" W = 2f6.52 216.22 RIM303219.2539 ° < IE 24" E= 215:52216.19 IE 18" N = 211 -00 a e ................................................................. ..... .... ..... ... ...... .... .... .-. ...- ..- ...--------------------- -- ----- --------------------IE 8" - EJ)--...- .-- .. - -.. -. 1 E 211.00 �PLUGG il- 24" kY - 1244i f 210 98 SCALE 1 " =20' CITY BENCH MARK #266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in mon. case. CERTIFICATION 4L �1P�� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER G. '= t" MY DIRECTION. g a 2ar6rs F.D. RINGEL L.S. 23613 DATE: FJPIRES 9/11/. a a ' w : 250 .... . . . . .. . ...... .. ..... ....... .. .... ... ... . .. ........ .... .... .. ... . . .... .. -. - w 0 x m k4 . . . . . ........... ...... .. . _ .. 240..:. .- -. -. = - '�� f0 -2ob2 ---- . ..... ... ... .......... ...... .. ... .................... ........... .......... I ............................. . - - - -- .------------- - - - - -- - - -- ------- - - - - -- --------- - -- - - - -- - - - -- - - -- - ................ RININALL 17 3 0 swp•i7- tibt+p s' -aobz v 4'4 sCANNEO JUL z 7 200, FST— M21 e_ N N I ti ry W O z� n z W Q ZO z W- — , 0 : v LLJ Cy � LLi Q Q Cn �zW C/) 0 � C',J C W g W CD Z C/-) I- C/') Q W O n° EY C ' Z a O O o f Q E 3< La w (L - - � c of c E z �m mE < r c c o � d �m z > a LLg REMOVE TREES REMOVE AND RESET EXISTING FENCE AS NECESSARY 2j 2 7 10 UTILITY EASEMENT _ \ - - -- - c 1 _ \ r - CB 32 — - _ CB 133- --- -- 4- - -�� �5 � SEE PROTECT TREES PAY LIMITS FOR LANDSCAPE RESTORATION. RATION. RESTORE ALL DISTURBED LA.. WITH S.._. `. WITH NEW 54" TYPE -2 CB CB -33 N '^-�2- 111.84 192116.78 REMOVE EXISTING CB AND REPLACE I„ E "^ ^,-moo+ 1303595.94 WITH NEW 48" TYPE -2 CB z RIM =336 t9 234.60 N 493+1-8:#376 192122.52 o iE 24 S = 223:2-1 222.58 E UO3o47-.77r9 1303649.88 0 o N IE 24" E = 2'2^300- 222.41 RIM = 3-22.24 221.43 N 1921 15.6401 \ IE 12" W = 323:59222.74 IE 24" W = 2f6.52 216.22 RIM303219.2539 ° < IE 24" E= 215:52216.19 IE 18" N = 211 -00 a e ................................................................. ..... .... ..... ... ...... .... .... .-. ...- ..- ...--------------------- -- ----- --------------------IE 8" - EJ)--...- .-- .. - -.. -. 1 E 211.00 �PLUGG il- 24" kY - 1244i f 210 98 SCALE 1 " =20' CITY BENCH MARK #266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down in mon. case. CERTIFICATION 4L �1P�� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER G. '= t" MY DIRECTION. g a 2ar6rs F.D. RINGEL L.S. 23613 DATE: FJPIRES 9/11/. a a ' w : 250 .... . . . . .. . ...... .. ..... ....... .. .... ... ... . .. ........ .... .... .. ... . . .... .. -. - w 0 x m k4 . . . . . ........... ...... .. . _ .. 240..:. .- -. -. = - '�� f0 -2ob2 ---- . ..... ... ... .......... ...... .. ... .................... ........... .......... I ............................. . - - - -- .------------- - - - - -- - - -- ------- - - - - -- --------- - -- - - - -- - - - -- - - -- - ................ RININALL 17 3 0 swp•i7- tibt+p s' -aobz v 4'4 sCANNEO JUL z 7 200, FST— M21 e_ Q w � POWER POLE, w ST SIDE OF ABERDEEN AVE. ° j z C) z 31TE HOUSE #2304 0:� — TION = 273.14' L, W W � v,. �� W �- o3: mw zw Q CD Q cn w c iQ Q j_ ----------- - - - - -- - - - - -- ---------------------------------------- ----------------------------------------- CB #15 CITY MOH. # 237 LLJ of 12' ~ ABERDEEN AVE. N.E. MOH. 8 CASE a z (/) � � 1.5% w 'TR".F OF 12° N 188892.5335 W 22.5LF 8.58% CPEP ® E 1304891.0542 Q - - - - -_ -- _---- - - -_ INTERSECTION OF NE 20TH ST. W --------------- ---- - - - - - -- -- - - --�, AND ABERDEEN AVE. NE w W B #14 B #16 ',, �> Z N le' )/ CB #18 NL, N'- ' = a o 0 0 E ---- 1- - - - - --/ - -- -- - - - - -- -- --------------------- s Q i - - - - -- - - -- ------------------------------------------------------------------------------------------ l° Zw / F'+�I 0 a E 0 z ° mE z �E Y a'N C I C g _O N d� $n �3 SCALE 1 " =20' t Z CITY BENCH MARK #1837 CB 15 234 c Dj „tit u� ELEVATION: 317.23 FEET REMOVE EXISTING CB AND _ W LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 & Edmonds Ave NE. < <,�N I DESCRIPTION: 2 -112” brass disc on E i31 891130496358 a coot. moo. 0.4 feet in RIM = 2B2:�iB 281.66 CB 16 man. case. CB 14 IE 8° E = 2799&278.53 NEW CB TYPE -1 NEW CB TYPE -2 !E 12° W = ^z,�50- 278.08 N 189485.1789 189486.41 N ' °= ° ^' 189502.65 E 138488 97,'� 1304882.83 z E 4624 9.+259-1304888.44 RIM = 282.50 282.51 u, RIM = z98-1. .89281.98 IE 12" NE = 2M.eB 278.08 0 0 \ IE 18" N = 27- &J8275.74 IE 12" E = 2277,14 276.15 _ = IE 12" SW = X376:-69275.88 '� 2 o 0 0 o J 290 0 4 ..... ".. ... " .. .... ......... ............................................................ -------- ..--------------- .--------------------- -- --- ° - - -_ _.__:_.".__..___.."._.---------------------- ........ ------ .:............. "...... - - _ ____ ________________ _ _ ---- a . 2 B 0 : - - - -- a EXISTING GR llND. -- ------ - - - --- = - -- -- _ o - w n ------=--------- 270 - =----=----------- - - - - -- - - 1z cP w .. 270 ® e - - - 14.5 . _0 .1°6% _ 322- LF OF 18" C ?EP SD 3.9% 323.5 260 w :260 .. .. - - -- - --- - - - - -- ---------------- - - - - -- - ----------------- _..... ..... . _...... N Z 250 ¢ZCK Dh, CERTIFICi,TION w ............. .....:........----------------- --:---------;----'.... _.......I HEREBY CERTIFY THAT THE: HORIZONTAL - AND VERTICAL...----_ . g0c3$':yGl 0 - - - : - LOCATIONS OF THE TOPOGRAPHIC FEATURj:S SHOWN HEREON - -ALL WORK ON THIS SHEET IS SCHEDULE "D" ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER [_ ! 240 : : - - - - - - - DIRECTION. .... .... ..:....................... ".. ...... ........... .. .... ... .. -.... .... ..... .... - ---- - ----- ----- ------------ ----- -- - .:.. ...: ... :........ MY D g a 45 6,' 240 PROFILE SCALE _ F:D." RrNCEL Ls. z3s13 DATE f V HORIZ. 1 " =20' R 9r,i 230 vRT. 1"--10' 230 - - - - -- - -...- - -- - - -- - - - - - -- - - -- --- - - - - -- w _._ ........................ w =21i 5WA",7 -?/6Z W-P-s7 -0142 SCANnEU JUL 2 7 2001 S— 12111 fr', . ,5T . /G. a?k R0,!iLL 01:45 N ro Q0 N a N � w 2 w CD z F- z 3ENCHMARK "BM -20" Lei w U 'R SPIKE IN N.W. Q w � POWER POLE, w ST SIDE OF ABERDEEN AVE. ° j z C) z 31TE HOUSE #2304 0:� — TION = 273.14' L, W W � v,. �� W �- o3: mw zw Q CD Q cn w c iQ Q j_ ----------- - - - - -- - - - - -- ---------------------------------------- ----------------------------------------- CB #15 CITY MOH. # 237 LLJ of 12' ~ ABERDEEN AVE. N.E. MOH. 8 CASE a z (/) � � 1.5% w 'TR".F OF 12° N 188892.5335 W 22.5LF 8.58% CPEP ® E 1304891.0542 Q - - - - -_ -- _---- - - -_ INTERSECTION OF NE 20TH ST. W --------------- ---- - - - - - -- -- - - --�, AND ABERDEEN AVE. NE w W B #14 B #16 ',, �> Z N le' )/ CB #18 NL, N'- ' = a o 0 0 E ---- 1- - - - - --/ - -- -- - - - - -- -- --------------------- s Q i - - - - -- - - -- ------------------------------------------------------------------------------------------ l° Zw / F'+�I 0 a E 0 z ° mE z �E Y a'N C I C g _O N d� $n �3 SCALE 1 " =20' t Z CITY BENCH MARK #1837 CB 15 234 c Dj „tit u� ELEVATION: 317.23 FEET REMOVE EXISTING CB AND _ W LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 & Edmonds Ave NE. < <,�N I DESCRIPTION: 2 -112” brass disc on E i31 891130496358 a coot. moo. 0.4 feet in RIM = 2B2:�iB 281.66 CB 16 man. case. CB 14 IE 8° E = 2799&278.53 NEW CB TYPE -1 NEW CB TYPE -2 !E 12° W = ^z,�50- 278.08 N 189485.1789 189486.41 N ' °= ° ^' 189502.65 E 138488 97,'� 1304882.83 z E 4624 9.+259-1304888.44 RIM = 282.50 282.51 u, RIM = z98-1. .89281.98 IE 12" NE = 2M.eB 278.08 0 0 \ IE 18" N = 27- &J8275.74 IE 12" E = 2277,14 276.15 _ = IE 12" SW = X376:-69275.88 '� 2 o 0 0 o J 290 0 4 ..... ".. ... " .. .... ......... ............................................................ -------- ..--------------- .--------------------- -- --- ° - - -_ _.__:_.".__..___.."._.---------------------- ........ ------ .:............. "...... - - _ ____ ________________ _ _ ---- a . 2 B 0 : - - - -- a EXISTING GR llND. -- ------ - - - --- = - -- -- _ o - w n ------=--------- 270 - =----=----------- - - - - -- - - 1z cP w .. 270 ® e - - - 14.5 . _0 .1°6% _ 322- LF OF 18" C ?EP SD 3.9% 323.5 260 w :260 .. .. - - -- - --- - - - - -- ---------------- - - - - -- - ----------------- _..... ..... . _...... N Z 250 ¢ZCK Dh, CERTIFICi,TION w ............. .....:........----------------- --:---------;----'.... _.......I HEREBY CERTIFY THAT THE: HORIZONTAL - AND VERTICAL...----_ . g0c3$':yGl 0 - - - : - LOCATIONS OF THE TOPOGRAPHIC FEATURj:S SHOWN HEREON - -ALL WORK ON THIS SHEET IS SCHEDULE "D" ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER [_ ! 240 : : - - - - - - - DIRECTION. .... .... ..:....................... ".. ...... ........... .. .... ... .. -.... .... ..... .... - ---- - ----- ----- ------------ ----- -- - .:.. ...: ... :........ MY D g a 45 6,' 240 PROFILE SCALE _ F:D." RrNCEL Ls. z3s13 DATE f V HORIZ. 1 " =20' R 9r,i 230 vRT. 1"--10' 230 - - - - -- - -...- - -- - - -- - - - - - -- - - -- --- - - - - -- w _._ ........................ w =21i 5WA",7 -?/6Z W-P-s7 -0142 SCANnEU JUL 2 7 2001 S— 12111 fr', . ,5T . /G. a?k R0,!iLL 01:45 II r ' \N� !� t I NIA u I- z 3 N R, z j u Ir, x I N I I Nc0 m (.0 m _ g N ° ^: N � g� € I N I IL W C) z I- n Ld L W w � z W W W _ W mW �W QQ Qcf) � W �z J Cn Q Q W W c- W No w W c Y z (f cn Q W Qo �m OO 3 N a u " E- , :3w i--IN a F+-1 rn c cE .5m E Ir Flfl c a� $a r z V) e INrn �LLa a z w Z U 0 \ \ U O O Q PAY LIMIT TRENCH BACKFILL 6' -0" FOR 12" SEWER AND 12 " -24" STORM PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE APPROVED IMPORT PERS CTTION 9N OR 03J2(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 12" SEWER PIPE AND 24' AND 12" STORM PIPES PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3 COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY' EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS: BID ITEM. 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAY LIMIT TRENCH BACKFILL 5' -0" FOR 18" O.D. HDPE & 28" O.D. HOPE DUAL LINE TRENCH SUBSEQUENT BACKFILL MATERIAL (NATIVE. IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFLL) OF THE SPECIAL PROVISIONS. PROPOSED 18" O.D. HDPE SEWER ANO 28" O.D. STORM HDPE MAINS PIPE ZONE MATERIAL SHALL BE PEA GRAVEL OR SAND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST PAY LIMIT TRENCH BACKFILL 10' -0" FOR 16" C905 PVC & 24" C905 PVC DUAL LINE TRENCH 4.0' TO 6.0• I 1'-0" 24" 16" SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 16" C905 PVC SEWER AND 24" C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2,. HAND TAMP UNDER HAUNCHES. 2.. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY : 3. COMPACT PIPE ZONE: MATERIAL TO 90% MINIMUM DENSITY " EXCEPT DIRECTLY OVER PIPE, WHERE COMPACTION WILL BE EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY'. '',.,. HAND TAMP ONLY. 4:; PIPE .MUST BE ANCHORED IN SUCH A MANNER AS TOI, ENSURE 4. PIPE MUST BE'. ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW. LINE IS MAINTAINED. FLOW LINE IS MAINTAINED., 5. ALL EXCAVATION AND .BEDDING. AND 13ACKRLL. MATERIALS 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCHI SHALL BE INCLUDED WITHIN BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH. EXCAVATION. SAFETY SYSTER'S BID REM. THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 18" O.D. HDPE SEWER AND 28" O.D. HDPE STORM 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL TYPICAL TRENCH BEDDING AND BACKFILL s M21 b 213 5 i! -1�2 ) - SAWCUT FINAL JOINT TYP. EACH SIDE PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) PERMANENTLY, REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. EXIST. ASPH. CONC. PAVEMENT, TYP. - 8" CL 'B' ASPHALT CONCRETE PATCH CONSTRUCTION NOTES . 15' UTILITY EASEMENT (NE 27th ST, KENNEWICK PL NE &ABERDEEN AVE NE) 1. TRENCH SAFETY AND SHORING SHALL BE PER SECTION 7- 08.3(1)6 OF THE SPECIAL 5. STATIONING' SHOWN IN CENTERUNE OF ROADWAY OR SURVEY CONTROL LINES 4" CL 'B' ASPHALT CONCRETE PATCH (NE 24th ST) PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON'.- WORKING HOURS. DETAIL PLUS 2' -0' AS DEFINED BY THE CONTROL POINTS. 2. VERTICAL CONTROL .DATUM BASED ON NAVD 1988 (IN FEET) 3.91 4.91' .4.06' 6" CRUSHED SURFACING TOP COURSE 6 SIDE SEWERS 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES: - BACKFILL 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND 8" WATER Rw',�, &1 1 1 41 I ,i GIP. '73 I�It{ I I 1 r PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) PERMANENTLY, REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. TRENCH WIDTH PER APPROPRIATE 5. STATIONING' SHOWN IN CENTERUNE OF ROADWAY OR SURVEY CONTROL LINES DETAIL PLUS 2' -0' AS DEFINED BY THE CONTROL POINTS. 3.91 4.91' .4.06' 2.12' 6 SIDE SEWERS VARIES 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING UDS. ASPHALT LT CONCRETE PAVEMENT 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. +III RESTORATION DETAIL 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24' OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. ! 16" STORM SEWER NTS 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. NOTES: 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" ' 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED THICK. (IN ACCORDANCE WITH STANDARD PLAN #FO06, DRAWING hFR01N). PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. PLAN # FOO8, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND CURB AND GUTTER." THE UNDISTURBED EDGE OF THE TRENCH. 12. REPLACE ALL DISTURBED :SIDEWALK IN ACCORDANCE WITH STANDARD PLAN TYPICAL CROSS' SECTION FOR 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL # F007, DRAWING # FR02 16" C905 PVC. 24 "' C905 PVC AND 8" !: DI '.. BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. !. !, 13. WHERE UTILITY PIPE LINE VERTICAL. SEPARATION IS LESS THAN (1) ONE FOOT; SEE ABOVE DETAIL'. FOR BACKFILL! ANDS BEDDING REQUIREMENTS,. INSERT ETHAFGAM HS 600 PLANK -FOAM BOARD OR EQUAL AS .CLEARANCE . 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED SEPARATION: WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER: 14. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTION OF NE 28TH ST /'JONES :AVE NE AND NE 20TH ST / JONES AVE NE: wwro 27 :. REFER TO THE COVER'SHEET' OF THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE COORDINATES.. !;CAAmit -L, jUL z 7 Z001 S -121 1 6 1 4Ln - �� 6 z 3 S /A _r-, Rw',�, &1 1 1 41 I ,i GIP. '73 I�It{ I I 1 r N Q0 CN I t` N � a �ya(lD5 N cfl a N /, I CL ry W o 1/2 PLUG AS DAM z W ONE LENGTH OF DUCTILE IRON TT PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN B MORE THAN 4'. / 1 TYPICAL 1, 11 TEE 12" MIN, MANHOLE (` I F 6" MIN. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) T0. SOLID BEARING WHEN SPAN IS MORE THAN 4'. Q W W 5 � 1 -6' GATE VALVE (MJxNJ) zo z W Q:-1 2- RO -MAC COUPLINGS DI TO STL 1 -6- PLUG (MJ) W /2'1AP & TEMP. BLOW -OFF TEMP. BLOCK Lli CL v, Q� Qcn �Q W �z I V) Q N c- Nr W W o z� 9 F- cf) Q W N O N N C a z q . 1 a° y o r � N C 3€ N ¢ �a c E atv� �N �y C_ I O y> z a 0 ¢ g� N z \ N Z U � O \ \ U O a a w 0 m 0 O' �I z� z CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" �IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN / ///���2" GALVANIZED IRON PIPE / AS REQUIRED. 2" CLOSE NIPPLE J / 2" 90• ELBOW ` 2" GALVANIZED IRON PIPE, 12" LONG. PLAN TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 /PAGE 6090) 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. INSTALL 2" 90' ELBOW, SCREWED T 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE AS REQUIRED. 2" GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED, TEMPORARY 2" BLOW -OFF ASSEMBLY O STA. 15 +92 6" MIN. H 6" MIN. -I \ +� I-6" MIN. - I L / ✓/ 6" MIN. I I I \ /, 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 1/2 PLUG AS DAM 2 -8' BLIND FLANGES(ON£ W/27AP & 2-PLUG) ONE LENGTH OF DUCTILE IRON TT PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN B MORE THAN 4'. / 1 TYPICAL 1, 11 TEE 12" MIN, MANHOLE (` I F 6" MIN. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) T0. SOLID BEARING WHEN SPAN IS MORE THAN 4'. FLEXIBLE I i II FLEXIBLE I I � FLEXIBLE JOINT JOINT I BACKFILL WITH _ COMPACTED MATERIAL BACKFILL WITH AS DIRECTED BY I f a COMPACTED MATERIAL ENGINEER. 6" MIN. AS DIRECTED BY I N ENGINEER. WITH MIN.04 6" MIN. - I <I N I II SHACKLE RODS F —I I CEMENT CONCRETE CLASS C POURED IN PLACE CEMENT CONCRETE CLASS C BLOCK / 90• BEND POURED IN PLACE J (TY U -651) D.I.P. 90• BEND ATYPICAL MANHOLE I CL50(MJ X PE) FOUNDATION CONSTRUCTION CONCRETE ENCASED DUCTILE IRON DROP CONNECTION DROP CONNECTION OUTSIDE DROP CONNECTION NTS wT/Q - 27 - 816? WWII - :a -a*2 WATER MAIN CONNECTION DETAILS EXISTING 6- STEEL WATER LINEN I I I 87x8' VERTICAL CROSS(A/JxFL) CU 2 -8' BLIND FLANGES(ON£ W/27AP & 2-PLUG) -x'6- 6'x6' TEE (MJxFL) W/ CONC. BLOCK 1 -8' PLUG YJ W/27AP & 2' BLOW -OFF ( ) 1 -6' GATE VALVE (FLxAIJ) TEMP. BLOCK - INSERT CLEANING POLY -PIG' 1 -6' GATE VALVE (MJxNJ) O �I 2- RO -MAC COUPLINGS DI TO STL 1 -6- PLUG (MJ) W /2'1AP & TEMP. BLOW -OFF TEMP. BLOCK NEW 8' WATER LINE I i PLAN VIEW EXISTING 6' STEEL WATER LINE TESTING DETAIL AT ABERDEEN AVE NE -Rol• NOTES: 1_ ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL'HAVE A MAXIMUM SPACING OF 18 ". STRAPS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. INSIDE DROP CONNECTION TO 54" DIA MANHOLE NTS EXISTING 6' STEEL WATER LINE I AFTER ALL TESTING, CLEANING AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH 6'xB' INCREASER (PE w) AND 8" SOLID St £EV£ & 8" D.I. SPOOLS SHACKLE CROSS TO VALVE W/ 2 -314' RODS Q�'� NEW 8- WATER LINE rn I I EXISTING 6' STEEL WATER UNE FINAL CONNECTION DETAIL AT ABERDEEN AVE NE I 1 5 m2lib 2-36f W-242 ) 5' -0" TRENCH LIMITS FOR 18" O.D. HOPE & 28" O.D. HOPE DUAL LINE TRENCH 3' -0- O 28" O.D. ------ ----------- NOTES: 1. THE TRENCH PLUGS SHALL EXTEND 2 FEET BELOW THE BOTTOM OF THE 5' WIDE DUAL PIPE TRENCH BY 3 FEET EITHER SIDE OF THE TRENCH BY 1 FOOT BELOW THE ELEVATION OF THE SURROUNDING GROUND. TRENCH PLUGS SHALL BE A MINIMUM OF 3 FEET IN LENGTH. CONTROL DENSITY FILL TRENCH PLUG �h SCAMEO JUL £ 7 2001 �{- 1 I �-U I L- I 1 1 e v h ~ � b � ry ry 1 N 0 O G N u 1 F 3 N � 1 A la a co . \ ,,, ��= ti _ I REGRADE SLOPE ROCK AS AND �j ! a_ `0A ! \, - - I 2 BY ENGINEER �N5 _ Ira ® r \ ` \` `\\ \\ _ / i - - - - - -- - W O � 4 \ � \� �� � NOTE' _. / \ \ \ \ \ _ FILTER FABRIC FENCE SHALL - > z W \ - _ - - \ !! '�� _ - BE" CONSTRUCTED!�?!N0 MAINTAINED 15' UTILITY EASE � - _ '- - - - -- -__ ` / - -1 > W \ SEE . 2 0.\ - ' - - EASEMENTS EDGE 'QF CONSTRUCTION !E T W W Ci \ \r\ - -_ _ .LONG - H EET Z ` _- - __ - _ _ TS TO! PROTECT WETLAND AiVC - Q 6 - WCLOD)\D AREAS. W z \ \ \ NEW 76 "-PVC SE -WER _ - -_ \ I _ =i I,f v . r' .,,= �,`Z• / , Li \_-(;\ ,� • ` iV\ \ \ \ � \ \ \ \� _ r 1.T�1` '-- _ - \ \-• rc• �� _ . \ c,�s • I I .. 0' 1 TEMPORARY ( i It Gp1 �e pS�y t� - - CONSTRUCTION EASEMENT 15 UTILITY EASEMENT � 4 6 T % 0 sf T F �� il+s is ri o as B r ® - \ \ \ \ / I I / 2ss r I - TEST BORING - 2�S \_.. _\ \� I -J \ B -O N €w 24 PVC STORM �- - v -F , N TT£ Oz as Z 7✓32.,� e.-t '� S',. \ �:- -� MPORARY_ I EASEI.ITENT W _ ; W O L- �µ.�., 1 s - \ _�.� i:' �r - - - - - - / HI / /POST STRUOIIONrEASEMENT � ^ 5, TE zF- eD.-P rSM _ MIT- W 0,,,,=: •-1 ___ %SDMH #3 -TES-T, 4MRING _ I J / -__ a �nk�- _ z - -E -w ..L. ,.,.• _. �� T _ 0l II0, y �- - 20=-TEMPO jj� RARY o I -rONSTRU6ABNI�ASEMENT N:_� `,III _ TILITY EASEMENT N 19090.5555 0 5' u E "1-304248116409 r _,- - ='+ 1'J E Y 8 w,z Ol p o E NOTE'' 8" PLUG MJ WITH CONTRACTOR TO REMOVE » j , � ... AND DISPOSE:, OF. ALL ALL AREAS .WHICH ARE - 2 .TAP AND._ TEMP': Q SCALE 1 =20' DISTURBED SHALE BE HYDROSEEDED. _ BLOW -OFF ASSEMBLY I NIZY 5 s1oE sEwER� �i w `^ , y J / %` 888.3755 I EXISTING 4" DIA. POSTS'. .o ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON .SHT'! 18 i (TYPICAL) E 1304366.1668' THIS WORK SHALL BE �1i. W a d CITY :BENCH MARK #266. RESTORED WITH SOD. _ _ ! L' 8' WAITER: 45' BEND (RJzRJ) CONSIDERED INCIDENTAL. o ELEVATION: 247.87 FEET WITH! CONCRETE BLOCKING. _ TO l 1, WORK E LOCATION:: m E DESCRIPTION: Intersection /8 "scoppeN pm oT . S OEE.SEWERS (SHALL HAVE'iA MIN: - I I N 190945 9552 \ E r 5" E"1,2304436.2868, H ST 0.2 feet down in man. case. SLOPE OF 2% FROM THE SEWER MAIN °,N d,a. round conc. man. HDA BENCHMARK BM 1.7 18 WATER. 45-. BEND, (RJzRJ) ��. TO THE ADJACENT PROPERTY LINES. I SET RR SPIKE IN. NORTH ° ° SIDE SEWER STUBS SHALL l lBE 6 FEET ROOT OF A. 36" MAPLE �0 DEEP !AT THE PROPERTY LINE IF POSSIBLE:. ELEVATION = 264.00' SSMH #6 . N 190890.5555'. NEW 48 .SSMH TEMP54248.6469. 'H #4 N 190888:3755 E ,-. -.�� 13 N 190954.55 252.86 _ _ moo CERTIFICATION 1CK.D� BLOW OFF ASSEMBLY SSMH:. 5 NEW 48 S l 4367.1 WITH CONCRETEBBLOCK ) IE M16" SSW ---2 051,49 z N 1 0895.23 8" WATER: 45° BEND RJzRJ oY I RIM = 363:95 26 �. 9 I HEREBY CERTIFY THAT THE HORIZONTAL AND. VERTICAL NEW 48 SSMH = , IE 24" NE 432 -32- 50.8 a sLL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON NEW 4 3 SSMH #4 N 190 .24 IE 24" W 3§2 -23:,2 O.g N 190945.9552 ARE THE RES' T OF :A SURVEY MADE BY ME OR UNDER w tom.., !. SDMH.. 'MY DIRECTION'. m 8 SDMH NEW 48 SSMH E 13043 56' :E 1WATER:.2868:. I � N ,-�-� -.=190 .1�:9 N ^ °^ II 190900.731 RIM;(, "` 264.01 !B" WATER; 45' BE %6 E . -- 14 86Bi'13041 .03 E �T 11 3041 49 89 IE 16 NE _ � 251.02 SDMH #5 F.D. RINGEL L.S. 23613 DATE: EXPIRES 9/11/ . .....270... :.... 260.. .:......I. .........250.... z :.........240....:.. Ir 1111116'( *wpl =' . *1,! RIM !2l 264.92' RIM �--o�l 264 73 IE 24" E - 4 a249�:95 IE i6" IE 24" W X6249.85 IE 16" NW ^_ !3-59- .67'249.76 IE 16 W 2&2-.22 250.92 NEW 48 " SDMH N r� -a�2r 1190 5.79 E ,-X34- 864113044 `46 8" WATER MAIN FROM RIM -'264- 06264:89 N 190899.4896 TO N 190890:5555 IF. 24" E Fir 2,51 49 E 130430l 1071 E 1304248.!6409 IE 24" SW = 252.3,5 - 251.39 ... SHALL. BE. PUSH •. ON. JOINT PIPE ............................. ............... ............................... .............. N GROUNDWATER LEVEL NnV iR Yoaa ................ ............................... ALL WORK ON THIS SHEET IS''' SCHEDULE W' PROFILE' SCALE' HORIZ. T' -20' .... ....................... :........ :.........: VERY. ...' ... 1....... ................................................. ............................... P .......... .. r -! �1 II .................... :270....:..... 260 . .:..... 250.......... (` ..:.........:240.... . s- 2/��171I I, scwil MR i 2 8: 2003 TC k @@t1 R V ,4 I i It�l I �1ra�Ewl�, i I C� 6,'II It I II J: i I If� 110 ,cal vvl : B -10 B. WATER MAIN FROM N :190944.7206 TO N 190899:.489E ......:........ :.........:.........:.........: ...... :.........:...TEST.BO NG......:.........: ' .......:........ ... 0 07 ....... 'E .13 4'495:7206, ' ' 'E '1'3p4306:? 1' ; ... .:.... EXIST /NG TP -9 � � � : � SHALL �'BE RESTRAINED . -- y GROUND: - _ _ TEST BORING JOINT PIPE AND FITTINGS ......:......... ...... __ - - - -- - - - W� - .� .. .. .. .. .. :. ....... ....... .:...... �� -_ ..: ...... �.,. _ . IN. COVER 3' M ER -...� �_.- _.� / TP 2 _ : - ..... - -- ... -- - -- - - NEW 8 Dl., WATER MAIN WITH POLYWRAP .._..... -. ................. ..... -- ..... F W. ... E- - - - -- 7 0.69 W w 196: '221 LF 24 C9 V O f9e. 3- LF OF 24" C905 PVC :SD ® 0.5% : •2}3:9 -2 LF OF 24" C905 -PVC SD ®0.5% V. �- 8fr7 LF OF 16 0905 PVC SS ®$:5 W ........... ..... .:... .. i-SSr98- LF OF 16 C9b5 PVC SS ®' $=59` ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' APPDX. BOTTOM' ' ' 3- 1- 4:3'F' LF' OF 16 'C905 •F•VC• 55.05/ .........:.... APPDX. BOTTOM 84 0:6%*:­­ ... ...... W:' W W 194 0.6% OF TEST BORE � 218 � � � � OFTEST BORE (n, N GROUNDWATER LEVEL NnV iR Yoaa ................ ............................... ALL WORK ON THIS SHEET IS''' SCHEDULE W' PROFILE' SCALE' HORIZ. T' -20' .... ....................... :........ :.........: VERY. ...' ... 1....... ................................................. ............................... P .......... .. r -! �1 II .................... :270....:..... 260 . .:..... 250.......... (` ..:.........:240.... . s- 2/��171I I, scwil MR i 2 8: 2003 TC k @@t1 R V ,4 I i It�l I �1ra�Ewl�, i I C� 6,'II It I II J: i I If� 110