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HomeMy WebLinkAboutWWP272955 Ln Ln N NEAST KENNYDALE a. SANITARY SEWER INFILL PH I & WATER MAIN REPLACEMENT LL O z D rn �0 O � z rn - r<n rn - - rn J. NE 24TH ST low rn TT7 z DDAWING NO , S-8 & Wm 6 DRAWING NO . S- 7 W- 5 DRAWING --— O z D Z � < D rn rn a, � O rn rn z - DRAWIN NO . 11 � 1� � ' 4 NE 20TH ST DRAWING NO , S-4 W- 3 L � 3 rn rn rn � - DRAWIN N W2— z z o --- I rn ul DA _ DRAWIN NO , Srn RECOMMENDS OR APPROVAL DRAWIN NO , n DRAWINGNO . Z 3 EWA TE TILI TY DA TE _ vG m - -- v rn �S o w�R�J, Lcu/ �A6uv--­' 3. �3 �.0 U z CO WATER UTILITY DA TE m z z 4 rn -� NE 16TH ST o� �G/SrER� �-� �SS/ONAL E�G� M IN TEKANCE SE ICES DIRECTOR DATE EXPIRES t3- -v SEE SHEET 10 FOR SCALE:SURVEYED: E: DATE. PACE C HORIZONTAL.ONTAL NAD 1983/1991 ,► CITY O F EAST K E N N Y D A L E JAN 2002 DESIGNED: =ZSO �� JDH FIELDSOOK: NSTRU910N E UENCIN DRAWN. JDH R E N TO N PACE: ONE INCH DATUM SANITARY SEWER I N F I L L PHI & DRAWING N0: 3 N0. REVISION BY DATE APPR CHECKEDDMC AT FULLscALE Plannin Buildin Public Works Dept. IF NOT ONE INCH g/ g/ WATER MAIN REPLACEMENT SHEET: OF: APPROVED: SCALE ACCORDINGLY LH 1 18 S - 2 (9 A C. �� 1 ASS 30"CON., N I I I GRASS 18"CO GRASS I N / FOUND 3/4" 12"CON. IS DN. N TEREY A VE. N.E• I I IRON PIPE Ile•coN�)�'<A w^A I e00 ■ . / 2 CON. /�f� VC` ^ ON, ( I — 12"CON. 10•C . 12"CON. �. �— ��5 CRASS I — �— 4— �y SHRUB �\ ^ / I :i i i:.i i i::.i ' .I�.V�.r:: •�'ii��:.v i�r::ii N x 1a"con. a�LinO eanO AT 97.d1T NOD 4re CB RIM=282.45 w •g p INT. MOH. r . IE 12" CMP (W)=278.25 �a 5+58.29 ,r \, ' :: ' /;; E 8" PVC (E)=276.6 N 'i 1 i n I MH #2 a N $/cli CURB 8 GUiiER N i / L-245 89 W PLA TER \ —` o Ton -130.00 F AREA v 2< c '` :'T: 'T:.' D•Ita-45'58'50" "�L a ,< F �;G_F VC R•306.40 DRINC. \ B"CON CEDAR 4"CON. .i. " ?EA .1. N \ )CRASS PLAN D AREA • ti- " CB RIM=271.1 e'CON. m — IE 12' CONC. ( =267.9 e"CON. PLANTER AREA N J ONC..27 / � ►� DRIVE L-209.58 I L• ` '272 N 10 CON tom" kTI, Tan-107.38 Me 16"CON. Delta-30'48'09" CONC` . WAL r• !� N EEWOODS F R-389.84 Ss k GUTTER $ I I N \) CON. SS � ASPHALT ROADWAY �1----� o coN, to rft N EDG\OF I I"DEC 'MOODS �-- _- \ � CB RIM=262.88 I SS PL TER E 12" CMP (W)=277.8 CURB&GUTTER _SO IE 12" CMP (E)=277.8 • W .�� CONC. WALK r e I • ASS GRASS 3 •. 1 1 71 --�+ DD BM 665-52B BZ CCI+ySLD SO. IN BACK SIDEWALK O ELEV-271.67 25, CB RIM=271.01 1e'CON. ' I E 12" CONC. (E)=267.7 5� • B RI = .09 E 12" CONC. (S)=267.2 E 12" (N)=267.1 _ IE 12" CMP (S)=267.1 _ SSMH RIM=270.78 IE 2" MP (W)=267.1 —_ / IE CL CHAN. (N-W)=263.0 1 /\T r• Im 1 50 I THERE ARE NO SIDE _ I SEWERS ON THIS SHEET I I _ - � AS• z I I I SS I t 0+00 1 +00 2+00 3+00 4+00 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . MH 1 S TA 1 4 0, 5' R T Mid '#2 S TA J+ 70,. .5' R T. . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . : . . . . • . . . . . . . . . . . ;. . . . . . . . . . . . . . . . .; . . . . . . . . . . . . . . . . : . . . . NEW 48" MH M R T NEW 54" MH (`TYPE B) ^A _. 270.78 R/M = 273E RIM = 290E . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . 290. . , . . . . . . . . . -. 8'. -4E .r. .263-.00. . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : , . . . . . . . . . . . . . . . :. ��.. .8 N . - . 2432..j : �E '8" -W = '267 00 ; :. . . . . . . . . . . . . . . . .; . . , . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . ;. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 1E 8 : E = 263. 10 /E 8" S = 26 10 lE : 8 E = 283. 00 : . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 ; . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . :. . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . : 12" STORM° . . . . . . . . . . . . . . . . . : . . . 7•35. o $ P\c 270 : �F of : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;2' STORM. ; . . . . . ;. . .21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . .; . . PROFI'LE ' :S'C'A.LE . . . . . . . ;. . . . . . . . . . . . . . . . .; . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . .;. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . HORIZ. 1 " - 30' 260 VE R T. 1 : 10' ;. . . . . . . .. . . . . . . ; . �. ./.�. y� .�•�r V(� . .C�. . . ;. .; . . . . . . . . . . . . . . . . . . . . . . . . . . . .. h o�11 $R���. 250 : : : : ; 2 3 169. . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . Q �Q . ;. .. . . ;. .; . . .. NAL .S HIRES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: SURVEYED:ACE Ho�z W u 106971"1 �� JAN 2002 DESIGNED: -30 �b CITY OF EAST KE N NYDALE SANITARY FIELDBOOK: DIUM JDH R E N TO N PAM: CHECKED: °'� INCH DATUM SEWER I N F I L L PHASE 1 _A7 FULL SCALE DRAWING ND• DMC Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR C Nor CO INCH APPRa�ED: SCALE ACCORDINGLY LH 1600 & 1700 BLOCKS OF MONTEREY AVENUE NE SHEET: OF; 2 18 SI-12n5l5l — I NO TE Ln SIDE SEWERS SHALL HAVE A MINIMUM � SLOPE OF 27 FROM THE SEWER MAIN N TO THE ADJACENT PROPERTY LINES. N SIDE SEWER STUBS SHALL BE A CL MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE I I � _. CB RIM=3 i 31 i .n ..1 IIE 12-CPEP( )=302.7 I 1 ` .`, I I HSE #1533 I RN. FLOOR=309.43 MO TER Y T. .E. I W/NO BASEMENT ' -• "r"r I � .:_. �::fir:: I I I � #1617 FIN. FLOOR=304.07 FIN. FLOOR=303.11 I W AL I W/NO BASEMENT I IBASEMENT I C--- - - SSM RIM=304. IE CL .(N -1Np289.5 - - - - - - - - - - - - - I I I I a BM 665-52.A T:- R.R. SPIKE E. SIDE .� UTIL POLE ELEV.=299.44 °ARC I I CONC. CONC, t1w' MON TEREY C N.E. GRAOEt 3 °� GRASS ASPHALT a DRIVE I I 6 piN.LNK.FNC.r, T I I; / CONC. WALK CURB k GUTTER, i_�i i .i CONC, w w 6.O.D.PIPE W` t n n N wFIN. #17MFLOOR-299.67 pt nHSE #2015 FM F .29 LOORg298 58 W/NO BASEMENT HSE #1632 +t - ----- p 9 � w. FLBASEME TW/NO BASEENTFRI. FLOOR=304.49 + O1do /NO BASEMENTW/BASEAONT CONC, Co M ASPHALT ROADWAY N T 7t H 'nHSE #1700 CURB g GUTTER N FIN. FLOOR=30U.47 ONIVM 'ONOO G PLANTER I W/NO BASEMENT IE RIM NC. (S4 �.0� c G S IE 8" CONC. (SE)=292.9 3P � ® a•CONC.WALL 4- DRIVE 2 ONC. 4 Y DEC Qv x0` ASPHAL I \ \ \ \ CONC, r� r� 30+ 7 50 DRI - h^,� DRIVE GRASS GRASS ` �r 6-CON_ (2)3• m a w e CONC. O. Qi+9� 10•CON a DRIVE 62- M sz \\ NC. T .„ DRIVE O'�. I I o D IVE I : -. .1,::1 3 1-CED CONC.RET. WALL ! 7/J I \ MB � � L=61.13 I Ton=32.6 I v I "� rARD DR CONC. WALK _ I - / Delta-5 ro2'20' \ J r w w CURB R GUTTER w R=70.� I \ I `� DRIVE N PRt71pOSED sCONC- ' WATD? MAIN w n S 3 ASS ( 15-FOOT WIDE YY -- I _ n oo�o'3e-E 8 ,mar ssz �a �` GRASS / .Bz U71UTY EASEMENT N HSE #2009 FlNN.. FLOORR=297.62 MH 15 0 / GRASS FIN. FLOOR=307.88 G u / WAO BASEMENT W/NO BASEMENT $°� TER MH �QO N J3 G I s•CON. I Zy3/\ I 7 00 I CURB R GUTTER / GRASS / ,Z92 1 HSE. #2008 I c C NC. WALK C. / I / a t FIN. FLOOR=300.72 - 0 PLANTER DRIVE -I p W/NO BASEMENT N M NB �- I ' ' D' N B_CON CB RIM=295.14 T �� ONC' \ CONC. P.A. L=61.13 IE 8"CONC(NE)=292.8 .:_. ::=r.: / D vE sH DRIVE P.A. $ Tan=32.67 I IE 8- CONC.(W)=292.7 CONC. ® DRIVE GRASS Delta=Soro '20' 292 R=70.00 SHRUBS C I � p O PA » / HSE. III 1725 I I GARAGE TO BE NEW 6 SIDE SEWER FIN. LIT LEVEL ENT I U. R VED BY oTHERs - I I O SPLIT LEVEL ENTRY � I HSE #1709 HSE #1701 HSE #7625 0 (TYPICAL) �- ��-295.26 I F.N. FLOOR=294.95 FMN. FLOOR=295.98 ,�Sa I W/NO BASEMENT W/NO BASEMENT I O SPLIT LEVEL ENTRY I HSE 1111717 FN.FLOOR=2Y0.63 ( s•vrooD C. W/BASEMENT [ {J i {1 T . . GRASS ASS I 30"CON. NO NEW SIDE SEWERGRASS FOR LOT 4 I I I Ili I (PROPERTY TO BE I FOUND, IPE m 116-CoN. 'Z �" 'B N TEREY AVE, N.E. I NO NEW SIDE SEWER I6-00 SERVED TO WEST) FOR T z CON. - 1 ON. I I - - - - _ D_ LOT 3 _ _ _ ,2-CGN. ,D-C . _ / (PROPERTY TO BEI - - - - - -GRA - - Z G°"SERVED TO WEST ' 13+00 � 12+00 �, 11+00 � 10+00 . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . --- . . . . . . . . . . . . . • . --• . . . . . . . . . . . . . . . . . . . . . . b c G . _ . - . . . . . . . . ... . . . . . . . . • . . . . MH ., 3 . STA 9+ 73,. 5 L T : = NEW 48" MH o , O- RIM 297E - - - JU1 J N J� J - J _ - X X 0 . X . X 1 _ X - lE 8" W = 287 06 ` Cn del Qd - - 0 300 o - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - . . . --- - - - - - - - - - - - . . . . ... . . . . . - - - - - - - - - • . . . . . - - • • . - - - - - - - - - - - - - --- Q � a Q Q Q Q� Q Q lE f3" lV = 287 6300 off . . . MH 2 SEE SHEET 2 = - X PROFILE THROUGH EASEMENT AREA Q - - - - - - - - - - - - -290 :. _ - - - - - - - - - - - - - - --- - - - - - - - - - - - - . . . - - - - - - • - - - - - . . - • . . . ... . . . . . . . . . . • • - - - • - - - - 207 LF OF 8" PVC @ 0.5�' 85 LF OF . . . . . . . . . . . . .280 .. MH = 6 STA 13+ 10 6.33' LT = = = : 8" PVC @ 0.57 = 33 LF OF ?-38 LF OF 8 PVC @ /. 7/q . - - - - 1� _ . . . . . . . . = = - - - - - - - • - - --- - - - - - - - - - • 280- --- - . . . . . . . . . _ _ . . . _ . . . . - - N•EI� -48 II/1H- - - - - - : - - - - - • • - - - - - - - - --- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - 8 - PVC- @• O-5q - - - - RIM: = 297E MH 5 STA 11+00, 5' LT 1E 8" S = 289. 00 = NEW 48" MH . 6 - - . - - - - - • - - • . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . • • - - - • - - • . --. . . . . • • - - - - - - - - - --• - - - - - - - - - - - - - - - - - - . . . . . - .-- .. . - - - - - - . . . . . - - - - - - • . - - - . - - --- • - - - • - - - - - - . . - - - - . - lM 29 + 2�0 - ; _ 1E8" S = 287. 86 : ti a �, P:ROFILE SCALE : ti = lE 8" N = 287. 96 MH 4 STA 10410, 5 L T NEW 48" MH = : : : M OR I Z. I " = 30' 260 : . . . - - - - - - - • - - - - --- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - • - - - . . ... . - • - • - • - - - - - - . RIM. - =- -�96..�f. . R T - • 1. 1E 8» S = 287. 33 IE 8 N = 287. 4J �; y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . - • - - - • - - - - - - - - - - . . . . SURVEYM ouaE PACE SCALE. 1"=30, ��� WD 11�Naat JAN 2002 DESOMk >: CITY OF EAST KEN NYDALE SANITARY F - JDH .� RENTON PAM' JDH ONE INCH DATUM SEWER I N F I L L PHASE 1 D NIX pMC F"NOT ONE ,� Planning/Building/Public Works Dept. S-2 NO. REVISION BY DATE APPR ArgoSCME �H Y 1700 BLOCK OF MONEREY CT NE `° 3 °`°1 s 51-121, 15 ATA FILENAME: WWP-27-2955 £4'60£-a001d 'NI3 i ££9L / '3SH 470£=( )d3d0„ZL 31 L£ £=WIa 90 • r , u 'O£ 0l3nva0 3AI80 + ONOO 3nva0 as_ —� 93,6Z=(N)0Ad,.9 31 d_ 6l'40E=WIa HWSS N •00 •CO •O F O 'O 'O 'O • • • • , , , Q 00+0 - d„8 31 \p Z'00£=(S) d0„ZL 31 HWSS I ¢ L'00£=(N)d 3„ZL 3SS 0 48'SO£= la 8O Co . • • . . • , . , , . • • , • • • y II 'p 'N „9 ' 09 0 ry 8a • -' Z" I • W m p 7 I �gOf O O r I N CX: Sn j . • AA 'N00. rr f •' • ' O > O� D as 160 ti Z • — I o FTJ O: IRA xm OApprox. Location `"' Qr• /� TI Water Service op 55ba0 1aa 0 ►"v v� N 1 VHdSV I 030.01 10 — m L ssvao I} NOD„s (� m O 030.4Z a o Q O; F 030.4Z O / 3A1a0 Z y Apprn. Location 1lVHdSV I f Zx Water Service �a I � M � 2 �� `� x tX; '' tz _7 13nva0 • I — — — — _ LA I y 3AIao m rri 'Approx. Locatioh D Gas Service ^ /�� i=�R I I I Q • r • r \ �1 [g�� I � 030„4Z I C j I 'I 030„8 ° A rox' Location `X I ' �• / �% Undergrd Telephone C� . p rri L rn ° �I — `,11-1v(• I � I 1N335 d83/SMH g� AV43SLY9SL/O N _- K 0 L90£7a0'Id'3'/N S 0990£-!00 L 'NU ' ' 0 DOLL/• • • • , • . , . nn Airdx. bafid 3A1aaae c oNoo wHdsv '`� > l9�0£='A3'13 � 310d "111f 3od3 '3S3NIdS 'N*8 NOD ATgIu N00„8 31 Z'86Z=(3S) aoa— f fil�WCa7��t�sqa,' IF 1nYN11.,CV_'I�I Y�E{pa : • r . . II A Z���v�+^a•' IIII ❑I�II 1 I �o s SzS soS£r=aOw-9laL£0—e£-0= WOsIaimg O,f-9 Or0 BW 030 9 f /J�3 0 8 9-SLx'"fI�VOM'fM-''t OOl 0N0O II SH0dS03,9 � - - —73A�V-8- 0 A r0x Location ON NN' Nil NIM ONOO 6" Water Main VL0£=(3N)d3d3„ZL 31 LB'ZO£=W 0 M M �—M Approx.; Lo cation 00 i ),VMovoa i�VHdsv as' Main S Yn'a-g y -Igy p NlVW Y.2LV)NS 9 03SOdOdd SS fTl• IT l X Gw OS 00' 00 ® ssv 3cHN. LNK. NC. 3A180 > --* C (A 9'66Z=(3)d3d0„ZL 31 3U as O - 9'66Z-(3S)d3dO„ZL 31 > V030 S JC J ` I > L£'ZO£-Wa 80 030 ONO—O £'96ZMS)ON00„8 31 enaHS S 1N3r43SY8 ON/M N' N DOL 3SH OO 1N3?MVGON/M((W 9990£ M'NU Z£6 -N)ON O„8 1NHO lO 0££0£=V41j HWSS 9'96Z=(3 NOO8EB L 3 1N3N35V8 ON/M �8S£OE-HOOli 1'96Z=(N d3d8 -;i -„ 1 LLLL '3SH L'96Z=(M ONOO„8 3I£6ZO WIa HWOS \ N (,W - Aa7F o� l G7',:;:N�Oa• �• Ly CD O 0 0 Cf) Cnm : :; • : �o�1I �0� • „ • • • • . • , • • , • • • , . . , • • • . • . . . • • . • . . • • . , • . , • . . . . rr, � �NJ mz r, � N�Z zrn � n — � � F, Cf) DD � D . . . , • • , . . ; • • , • . , , • • , . . , , . . • • . , • • . • � r Xrri Inn U r D a Z . . r r , . • . . • . . . , • . • • . • . . . . • . r • • • • . , r . • • • . OO OD — I �- - - I N � � ► V SIDE SEWER IN VER T�I 1 CO #3 STA 10+32, 132' R T NEW CO PER STANDARD DETAIL N A T THE PROPERTY LINE co 13 BW18D, SP PAGE B076. 1 N i - - - - _ _ _ _ _ _ _ _ _ _ _ lE - 297. 78 _ _ _ _ RIM = 302. 0± ' lE 8" = 296.80 I I I I T.'_. I I I T . • . _ T .w 1 1 i 1/ < I WE i 1718 . .a_. .a_.•I F*L FLOOR=303.66 I T HSE i 1908 W/No BASEMENT 124 LF OF � ` ,'/'/ FIN. FLOOR-313.21 3 W/NO BASEMENT HSE. i 1900 HSE. i 1826 HSE. i 1810 6 „ HSE i 2209 RN. FLOOR-31Z31 FlN. FLOOR=317.96 FIN. FLOOR=306.39 /� n FIN. FLOOR=37257 I I W/NO BASEMENT I W/NO BASEMENT HSE i 1818 W/BASEMENT PVC l� 0. 4 W/BASEMENT I RN. FLOOR-309.94 I I I I I W/NO BASEMENT I FK FLOOR-306.59 L.I I W/NO BASEMENT I I SSMH RIM=302.49 I 2D CON CB RIM - 0 CB RIM=307.88 a \� CL CHNL 8"CONC 3 36"CEDAR 20-CON GRASS BRICK GRAS (N-S-E-W)=296.2 12•caN. / PLANTER o GRASS Q IE 6-CONC(SW 300.0 IE 1 "CPEP(W)=299 8 3 4-CON. 4-DEC. CON. 6-CON. 12•C 18'CON. 10-DEC / w J ASPHALT 78-MAPLE�78-MAPLE 26"CON CONC, �- a {�a�y�7 B'coN. `'/�1/�vL¢a DRIVE w e HSE i 2012 STUMP \y"� Lf2_ m 3//�Vlv !!//��YYII�� HRUB FlN. Fl OOR=308.48 CON / ci�t a coN. < za coN-W/NO BASEMENT DRIVE _�1 6-Dec ,P� CONC NC. "`VVV __SON a/ T "'�"` CONC. WALK M DRIVE • DRIVE DRIVE e U CRAVE PLANTED AR ASP ALT DRIVE t� CURB&GUTTER CONC. WA L LANTE AREA DR VE P.A- d CO C. WALK 6- W W W W W W CURB&GUTTER 6"C.1.Water G W c4 ZOf - - PROPOSED 8' WA MAIN 6 W W c GRAVEL -� J m 81w '} - - _ ss sPG DRIVE c o MH 0 o MH o 3Gz _ =o- -MH 49� ASPHALT ROADWAY �CURB&GUTTER 3U 3GEDGE C G 6"C.I.WATER \ G c G CONC. WAL I ¢ M G G G CURB&GUTTER G PLANTE _ CONC. WALK HEDGE CONC. CONC. .��' PLANTED AREA PLANTE DRIVE SHRUB 0DRIVE p' Box �RNVCE tz c CONC. CONC. u PA MB <-�� moo+ SHRUB� CONC. �2'CHERRY �- IVE DRIVE -- DRIVE 4j' 3 8•/10•D ^ GRASS GRASS Z GRASS GRASS / Q- J r 11 0 ' o DR,H LT �Px" GRASS 3 Z DRIVE SDMH RIM=302-48 • I ( IE "CONC(SE)= 00.7 BM 663-74.2 CB RIM=30223 IE 6"CONC(NE)=298.9 z J HSE /1917 HSE. i 1909 IE 12"CONC(S)=298.9 e 3 HSE. i 2200 CSMC NLL B"CONC(E- )=286.7 B 663- I W NO BASEMENT I FIN NO BASEMENT T HSE. i 7817 � ��_�� FIN. FLOOR-311.68 R.R. SPIKE E. FACE I UTIL POLE IE 8"CONC(N)=293.8 I I W/FIN- O BASEMENT 30 NT FIN. FLpgt=3pg•35 FIN. FLOOR=306.12 /NO BASEMENT HSE i 1809 I I ELEV.=303.13 W � R.R. SPI E N. FACE I �• i 2201 HSE 1833 W NO BASEMENT I HSE i 1801 FlN. FLOOR�313 71 # W/ -NO POLE W/NO BASEMENT FIN. Ft00R=309.92 E V.=311.65 I T - / e sFhr LEVEL ENTRY irz T W NO BASEMENT '- W/NO BASEMENT w• O I T 1 .1_. lad::, HSE i 1717 a . . w..,,w FK FLOOR=303.02 1 / 1 W/NO BASEMENT W - BLAINE A VE. N.E. Z I NO TE.- NEW 6" SIDE SEWER SIDE SEWER IN VER T SIDE SEWERS SHALL HAVE A MINIMUM (TYPICAL) AT THE PROPERTY LINE SLOPE OF 27 FROM THE SEWER MAIN lE = 297. 41 TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MH 9 STA 12+25, 5' L T MINIMUM OF 6 FEET DEEP AT THE MH #10 STA 15+36, 5' L T NEW 48" MH Ex MH STA 10+28, 5.38' RT PROPERTY LINE UNLESS NOTED OTHERWISE. NEW 48" MH RIM = 307. 5E MH 8 STA 10+80, 5' LT RIM = 302.49 RIM = 311. 0± IE 8" S = 297.21 NEW 54" MH (TYPE B) IE 18" S - 296.20 lE 8" S = 303. 00 /E 8" N = 297.31 RIM = 303.2E IE 8" E = 296.20 IE 8" S = 296. 55 ►E 8" W = 296.20 lE 8" N = 296. 65 /E 8" N = 296.30 C C C C C 0 0 0 O O U C C p C 0 Q -O U O•> O V O N O 1 C C U - U O U'> O L 0 j co"') U O O 17+00 J� ° _ 16+00 J 15+00 _°U) 14+00 J � 0 13+00 0 12+00 11+00 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .-- - - - - - - - - - - - - - - • -_. . . . - > U 1 +00 X p" _X O O O O) - X ` -J - J N J O) '°V L _ _ __ _ _ _ _ _ _ _ _ _.. _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ 0 0 p+ i 0 0) X - O N - - _ _ _ _ _ _ _ _ 0 d� _ O_0 O O 0 _ X O X J O Q Q _ Q Q _ O_ _ O_0 ° 0 0 - X N O U - C _ _ Q Q 0-�' - 0 O_ 0-, U'1 O N - C U1 - _ _ Q 0_ - Q 0 0 1 U - O _ _ N _ _ _ Q Q - Q3 J N O•� :-• U C C.0 - . . . . . . . . . . . - • -- . . . . . . . . . - •-• _ . . . . . 310 Q U 0 > 0 0 310. 0 0 J J O � ° 0(n Q0 X � 0 > U QI ° a) Jed • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' cL p X Q7 X Q 3 ° p : o� Q a 01 Q � 300: : : : 307 �F OF B„ PVC • - • - - - - - - - - • . . . ... - - • . . . • • • - - - - _ • - - - _ . . . . . . . . . - • . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... - • - - - - • - - - • - - - - - _ -0 '141 LF OF 8" :PVC @ 0. 4% : 49 LF- OF = : 290= : 8 PVC C 0 5�' 280: = = - - - - - - • - - - - - - --- - - - - - - • - - - - - - . - --- - - - - - - - - - - • . . - - - • - - . . . . - - - - - . . . --- - - - - - - - - - - - - - - - ... . . . . . - - - - - • - - - - - . . . - - - - - - . . . . . . . .. . • RROEI•L- E • -=SCAL•E- - - - - - - : . . :. = � . �_� 77 f - F WAS IT HORIZ. 1- 30 �o VERT. 1 . = 10' = • _ _ _ _ _ -. _ _ _ _ _ _ ... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ __ _ _ _ _ _ . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . _ 1 _ O �G/STER�C �SS�ONALG\ EXPIRES - -n - - - - • - • • . . . . . . . . . - - • - • - - - • - - - - - - • • - • - - • - - - - - - - - - - - - - - - - - • • - - - • • . . . . . . - • • • • • - - - - - - . . . . . . . . . . . . . . . . SURVEVEo: SCAM' PACE VERTICAL: NAVD 19M DATE. °�'EJDH 1f'=30' Ho�zoMA<: NAD1963/1N1 �.. CITY OF EAST KENNYDALE SANITARY JAN 2002 DR R E N TO N PAGE: JDH oNE nxH DATUM SEWER I N F I L L PHASE 1 D�""'G W. CHECI®: AT F111.L SCALE DMC F NOT ONE r�H Planning/Building/Public Works Dept. S-4 NO. REVISION BY DATE APPR ASH SCALE AC°D Y 1800 & 1900 BLOCKS OF BLAINE AVENUE NE SHEET. 5 Or.1$ I Sl- PIC3 15IA7A.15 LO Ln N N CL NO TE.• THE SIDE SEWERS FOR THESE THREE HOUSES SHALL BE SET AT A SLOPE OF 27o FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES I - � I CAMAS AVE. N.E.CNI / I HSE. /1916 :: FIN. FLOOR-307-98 / O SPLIT LEVEL ENTRY CB RIM=305.18 IE 6- CONC.=295.3 E 8"CONC(W)=303.5 HSE. 1908 HSE. If23M I I FIN. FLOOR-303.54 I I / HSE /1824 IE 8"CONC(NE)=303.4 FIN. FLOOR-305.59 W/BASEMENT / - � �I W/BASEMENT I I I HSE /1832 I NO BASEMENT IE RIM=3D5.76 IE 12"CPEP(W)=300.7 3Q _ FIN• FLOOR-300.� -�----� IE 6"PVC(NE)=300.7 a I W/BASEMENT IE 6"PVC(E)=300.7 2 0 o io'coN o (( i OEM � � GRAVEL ff RR.nE RET. CONC. CONC. CON , \ GRAVEL RR-TIE BET.WALL DRIVE "DEC DRIVE o DRIVE L TT i CB RIM=297.08 4-CNN.LNK LNG 4-CHN.LNK C. PLAN TED EA CON[. IE 6"CONC(N)=29 CURB s GUAR CONC. WALK C C WALK -w DRIVE 10 PRQPOSED 8- WATER MAIN CURB R GUTTER K w IM N ; Nem FN= W BM 663-72.8 - - w- N _ 2.1 • w s"3,2 w w 3 4- w w 2" G� NEW 8" SEWER MAIN EXTENSION TOP of MON IN CAS �.2,• + G G G - G + G - _ # _ 2 GDN (SEE INFORMATION IN PROFILE) ELEV=306.08 2 ss ASPHALT ROADWAY �sOr� �° s G c CURB&GUTTER �- i 1825 \ CURB R GUTTER FIN. FLOOR-301.87 - / _coat WeLI� N H ,�"/1 C W/NO BASEMENT / ucT UGT D _ ucr ucT L cT O- _ or RIM=3 5.88 I 4'WOOD NC. - 2"CPEP W)=300.3 2 LL OBOE- PLANTED AREAOG. 1 SDMH RIM= 297.07 2"CPEP E)=300.3 �'F a s PLANTED AREA -_ CONC. -- ---aoE= G IE 6" CONC (S)=295.6 24-CON CRASS o CONC. Y 24'CON wM 81N 663-74.1 GRASS DRIVE ���j UGT MB C C C� IE 6" CONC (NE)=295.6 ¢ �� 11 R.R. SPIKE W. FACE 24-coN RIVE 3 ie- EC. CB RIM=305.22 UTIL POLE 0 \ IE 8"CONC(E)=303.9 EPIC-305.BB GRASS RIM- 7 CB 30 .29 z GRASS IE 12"CPEP(W)=300.3 oU I IE 36"CMP(N)=300.1 HSE 2233 HSE. I if IE 12" CPEP (SE)=300.3 y, FIN. FLOOR-312.35 I HSE f 1909 I FlN / - \ I W/BASEMENT FN. FLOOR-312.12 I HSE #1833 W/NO BASEMENT O SPLIT LVEL ENTRY FIN. FLOOR-304.96 W/NO BASEMENT SSMH RI =30 .13 I I T �_ �� i_:: CL CHNL "CO (N-E W)=286.4 I � I I I ► I NOTE.- I SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 27 FROM THE SEWER MAIN TO THE ADJACENT PROPERTY l N LINES. NEW 6 SIDE SEWER (TYPICAL) SIDE SEWER S TUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED 0 THER WISE. 1+00 2+00 3+00 4+00 5+00 EX MH STA 1 +00.83 9.23' RT- : MH #11 STA 4+-90, 8.5' RT RIM = 303.30 = = : : : : NEW 48" MH : . . . . . . . . . . . . . . . .:. . . = IE- 8" E : . 286.40 . . _ _ . . . . . . . . .: : _ _ RAM - _ - -298: Of I E 8" W = 286.40 a) �- lE° 8" N = 288. 04 _ _ CO C O U E - c - C c 1E 8" S = 286.50 a c 0 -i ° - - - ° c - _ - - - IE 8" SW = 288. 14 -1 O O X -Poo- O Z - O O O L O N Q O c X N X X 310 - - - - - • - - - - - - - - • - •.. . . . . . . . . . . . . . . . .._- - - - - - . . . • - - - - - - - - . . . - - • • • • • - - - - - - --_- - - - - • . . . . . . . . . - - - - • - - - - - • - . = = v o O �, a U) a) o a� > _ _ �. _ Q .a_ . D o• O a� o CD o o a C9 X - Q a� - - - - Qa a D_� D_ - O O x !n - O - - _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ - _ _ - _ _ _ - _ . Q c - Q _ Q Q O_� OL ol x Q o 6 ` _ PROFILE SCALE g c D_ - 300: _ = = = Q : 300 H 0 R I Z. . 1 " = 3 0' = - - • . . . . . . - - - - • . . ... . . - - - - - • . . . . . . . ... . . . . . . . . . . . . . . . . . . _. . . . ... . . . . . � • • . . . _ . : • • • - • - • - - - . . . . • --- . . . . . - - - • - - - - • - •-_ . . . . . - - - - - - - - - - - - - - - - - - - - - VERT- - � �, 1 , . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . - OR • - - _ . ... Cj��F WAS J85 LF OF 8" C900 . P VC @ 0. 4% -27 LF OF 8" STUB & CAP STA 5+=11, 11 ' L T = 280: 8 P 8„ N - - - - - - - - - - - - - - - - - --- • - - • - - - . . . - - - - - --- - - - - . . . . . - • - - - - • - • • • - • - - - . . . . . . ... . . . - - - - - - - - - . . . ... . - - - - - - - - • - - - - - • • - - • - - - - - . . . . - - --- . . . • - - - - - - - • • - . ... - - - - • • . . . - - - - - - - • - - - - - • - - - - . . . . ..- - - - - VC @ 0.4� lE • 288.25 - SS�ONAL ENG - • - - - - • . . . . . . - • - - • - - - • • - - - - • - - - - - • - - - - - - - - - - - - - - - - - - - • - - • • • • • - - • - - - . . . . . . . . . . . . . - - - - - - . . . . . . - - - - - OATE. SURVEYM SCAM' _ PACE 1 ff-30f HMZOWAL NAD 1�991 CITY 0 F JAN 2002 DRMft JDH R EAST KENNYDALE SANITARY JDH - E N TO N PME: I «�°SO DATUM SEWER INFILL PHASE 1 DRAVIM HIM Nam`DMC AT Planning/Building/Public Works Dept. S-5 IF NOT ONE INCH N0. REVISION BY DATE APPR APPR�H srAc ANY 1800 & 1900 BLOCK OF CAMAS AVENUE NE 6 18 S - 2 9 Y ].515 A Aj NO TE.• LO SIDE SEWERS SHALL HAVE A MINIMUM m SLOPE OF 27o FROM THE SEWER MAIN NN TO THE ADJACENT PROPERTY LINES NEW 6" SIDE SEWER SIDE SEWER STUBS SHALL BE A CL (TYPICAL) MINIMUM OF 6 FEET DEEP A T THE PROPERTY LINE UNLESS NOTED OTHERWISE. � • I I I Tq N GRAVEL I I I ♦� l z \ O m 00 ASPHAL I J (z)12'CEDAR • � ` ';'�;� ,�_, ,_!_� 2 � CB RIM=317.33 I I I I I 1 1 o IE 12" PVC.(NW)=313.1 y IE 12" PVC (E)=313.2 m � I I IE 6'PVC.(N)=31 .4 N (2)24�,�,N. I IE 12" PVC. O 31 .0 CB RIM=3; HSE. +232 ' !! L EDMONDS ONDS I A VE• N.E. 12 IE 6' PVC (W)= 19 8 • IE 6IE " CON( FIN. FLOOR=319.98 HSE. /2616 i CONIC. • T ..^.. . ._ SE 2516 DRIVE � I W/NO BASEMENT FIN. FLOOR-322.33 N FLOORs32042 I y 4' I - I W/NO BASEMENT I \ I /NO BASEMENT 7 HSI- /2600 I HSE. f 2508 • b 3 HSE. /2432 ` FIN. FLOOR-32O.43 I FIN. FLOOR-318.11 I m I FIN- FLOOR-320.27 I _ CB RIM=315.15 W/NO BASEMENT 3 7 ; !,`, SS MH RIM=322.55 W/NO BASEMENT I IE 8" CONC.(W)=313.4 s'DEC.^' I ` " o W/NO BASEMENT I -• CL CHAN. E/W . . G , : : I 12'CON. .�.. ci B 25• 1 50 25�I 10"r0N_ I I - GRASS LL CRASS HEDGE g _ GRASS CB RIM=317.31 0 ,D-/6-DEC. GRASS x GRASS CB RIM=316.66 ( I -Y' GRAVEL I `'r TD DEC. 35 3 rn IE 6' CONC.(NW)=315J I a CB RIM=322.27 3 IE 6" CONC.(SW)=315.0 DRIVE CONIC. 3fi CON CONC. 6"DEC. MH 16 LZ �u GRASS IE 8" CONC. (S)=321.1 ` AREA z tf 10"DEC. 10-DEC. y ❑ 6-CON. 6'/10"DEC. I U A EDGE IGRASS z Z I Z PLAN K YSTONE W KEYSTONE WALL I PLAN DRIVE \ 0 DRIVE 3�� ® u A r' ,� - C -], DRIVE PLANTED AREA =0- CONIC. EDGE aF 8 ADRON WOODS IGRAVELI CONIC. \ I! UO I w / ® -- DRIVE w w w w w t - -- DRIVE s_�� Wppps DRIVE I �._ CHNj LNK.FNC. N Li W W 8-C.I. (HIGH PRESSURE WA 4'CHN. K.E C. W W UR dCONC. WAL C GVTTER C W W W W, UGT 0 G UCT G G UGT G G D UGT UGT CONIC. WAL WCURB d GUTTER 6' M NC. � G ,7 / M O c / UGT r G UGT G UCT ion cuRB d MH 5 _ J ASPHALT ROADWAY \ MH 14 / M g� 8 / MH 13 / ASPHALT ROADWAY 2 fi Sop9.97'W 3�9 a� ,P 6/ � � 19.97 8 � S � 1+00 + ^ ---- o-- -�i 428 32T 52'E - g -� - 0) _ _ - o o~ n Np0'30'52-E 332.79 4 \ \ _ SD� �� �� SD SD- -S Sp�- -SD SD SD- -Sp � W W \ - CURB d GUTTER M W W w W w w w O - SD_ SD- SD- SD- _SD - 8- .I. (LOW PRESSURE) WATER Q -� - ` CURB d GUTTER 8-C.I. (LOW PRESSURE WATERUAIN W w W W CURB d GUTTER I ❑ ❑ u T CONIC. WALK CO WALK / O_ O_ CURB d PLANTED _ OO \ 4 a CON, tl /�t GRAVEL xP CONIC. Ass 6' CO2 i W DI 3 CONC. ANTED AREA RIM�316.39 ONC. GRASS z DEC - x I P a DRIV o '0 CONIC. s� 0 , A cRAss DRIVE ISO�,y w ^ tAVELII ro C. IE 4' CONIC (W)=314.8 DR CB RIM=315.09 DRIVE c s'CON. SDMH RIM=315.57 a< a"DEC SPHALT CONIC. a VE I / IE 8" CONIC. (E)=314.3 I \ IE 18" CONC (N)=309.5 I E 8" CONC.(E)=312.9 CB RIM=316.96 DRIuc DRIVE 4 1 a'DE 3 DRIVE I IE 18" CONC (S)=309.8 I IE 8" CONC.(E)=314.7 PLANIE / HSE 2= CB RIM=322.53 AREA �D / FIN. FLOOR-319.71 I IN Ejpp 32012 HSE. /2509 I I I F��24177 3t I I IE 8' CONC.(SE)=321.1 a-DEc I I I W/NO BASEMENT T Wa NO BASEMENT HSE. /2517 F91. FLOOR-31&84 HSE /2501 IHSE. 2432 I I / ( FIN. FLOOR-31&84 I W/NO BASEMENT FM. FLOOR�317.44 FIN LFLOOR-31&6 W/NO BASEMENT 1 I • W/NO BASEMENT I W/NO B/ISEIEIiT I I I /NO BASEMENT I T I .... 1 , I 11.11 . c I I I c T' - -* BM 66 65.2 - Fw LFLOOR�32e n I CHSLD S.E. FOOTING I ` ' W/NO BASEMENT I IE 18" C NC.N=315.7 f-- ; „��n�< C RIM=323.02 IE CL CHAN E/W= 7.1 IE 12" C C.(()=317.1 I ( SDMH RIM=317.35 BOLT E EV.=318.38 SSMH RIM=32 .99 IE 12" C NC. (E)=317.1 IE 18" CONIC. (N)=311.8 I I I IE 18" C NC. (S}=315.9 IE 6" CONC. (N)=312.4 lE 6" CO C. (SE)=319.4 ' ' IE 6" CO C. (SE)=318.3 NOTE: RIGHT OF WAY IN THIS AREA PER I "� IE 12' PVC (SE)=312.9 PLANS PROVIDED BY qTY OF RENTON ""'' :::;:::: I IE 6' CONIC. (SE)=312.4 ��- UNDER JOB / I -• , I I IE 18" CONC. (S)=311.8 - - I T ........ I .- .... - - EDMONDS I AVE. N.E. 33LFOF8" CO #2 STA 4+45, 30' LT PVC @ 0. 4% CO #1 S TA 3+03, 30' L T NEW CO PER STANDARD DETAIL NEW CO PER STANDARD DETAIL B W18D, SP PAGE B076. 1 B W18D, SP PAGE B076. 1 RIM = 316.5E RIM = 318. 8E 1E 8" = 309.87 /E 8" = 308.82 8+00 7+00 6+00 5+00 4+00 0 3+00 2+00 .2 � 1 +00 0+00 . . . . . . . . . . . ... . . . . . . . . . . . . . . • - - - - . . . - - - - - - - - - - - . . _ . . . . . . . ... - - • - • • - - • • - • - - - ... - - - - - • - - - • . . . . . . . . . . . . . . . . . . . . . ... b b ov . o - o O � o � o � �, .fX M_N 'RIM = 294.15 . - O a) - _ c0 _ c O a) O cO _ 0 J (n -' (n X - _ X X U -1E 8 N = 307.�0 .0 U 0 E 0 U _ +� 0 O O N O U•i _ „ _ O i - O O �' O) O >` O - U j 0 U a_ UD �- a_ (O O L7 - _ J U > 0 U J O J O O L _ O d O- CL J G) _ _ CIL X (/) - J G) x X V) _ _ J - Q Q Q x0 320 O 0- x rn (n 0 O DO O to X _ - 0 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . (�___ - - - - - - - - - - - - - - - - - - 0 . . . _ . . . . . ... . . . . . . . . . . . . . _ . _.. . . . . _ _ . . . _ . . . 0 2 O . ... . . . _ . . . . . . . . _ . . ... . . . . . . . . . . . . . .O 1R . . . . . . . . . . . . . . . ._. . . . . . _ . . ... . . . . . _ _ _ _ _ . . . . . . . . ... . _ _ . . . _ _ . . . . . . . . _ . _ . . . . . . . . . ... . . . . . . . . _ . . . _ . . ._. _ . - _ _ _ _ _ _ O 0 to Q_ Q 0 C7 Q CD Q - a 0 Q Q Q Q CIL 310 :. . . . . . . . . . . . . . : 310 - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - . . . - - - - - - - - - - - • . . . . . . . . . . . . -_. . - - - - - - - - - - - - - - - - - 1 LF OF 8 PVC 0 0. 4% „ 238 LF OF 8 P VC- @ 0. 4% 228 LF OF 8 PVC C� 0. 4% MH #15 ,STA 7+50, 5' RT A o _ MH 14 STA 5+45,. .5• . R T• 300 NEW 54 MH :(TYPE B) o . . o ( MH ., �3 ,STA 3+03, 5 RT MH- _ 12. .:STA. .Q+ 71 • 5_ :RT .. . . . . . . . . . . . . . . . ... . . . . . . . . 300 : = = RIM = 317. 8 : _ NEW 54 MH (TYPE B) _ A J o o 6 NEW 48 MH REMOVE _EX C. O. AND REPLA CE lE 8" S = 310. 94 RIM = 316. 0+ .0 CN X X � J U) RIM = 318.,.3.E : WITH NEW 48" MH : 0 lE 8" S = .309. 64 Q Q 00 Q i lE 8" S = _308.59 RlM = . 21. 7E = . .290- - - - - - - - - - - --- - - - - - - - - - - - - • - • ••• • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .- • - - - - • • • • - - - - - - - • - - - • • • - • ••• • • - • • • • • • • • • • - - --- - - - - - - - - - - - • • • • . . . IE- 8"- N - �09.-74- - - - - - - - - _ _ lE 8" NE _: 308: 69 . ... . . - - - 1E 8" 5 := 30758 . . - - - - - - HoR . . . . . . . . . . . - 290. . . . . . 1E 8" W = 309. 74 = = 1E 8" E _ :308. 69 : 1E 8" N .= 307. 68 : o ��j�pF WAsy��q�� 1E 8" W = :308. 69 - = y co MH #16 STA : 3+24, 35. 75': RT : NEW 48" MH.. . . . . . . . . . . . . . - - - - - - - - - - - - . . . . . . - - - - - . _ - I-L - - AL - - - - - - - - - - • • - - - - - - - - -- - - - - 23169 9o�c 9FG STEA�� c`�Q H 0 R I Z. T 3 0 RIM = 317. 4 ►�►At 1E 8" SW = 508.83 34 LF OF VE R T. - 1 0 : : lE 8" E = 308. 93 (2 LF OF 8" PVC W/ :CAP) 8" PVC 0 0. 4q EXPIRES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ DATE: D ACE 1„=30' HORIZDWAL- P" 1983/1991 A CITY JAN 2002 JDH }7e- EAST KENNYDALE SANITARY naDDOM- RENTON PMW JDH � , SEWER INFILL PHASE 1 D NO. DATUM - W Mc AT FINOTxL S Planning/Building/Public Works Dept. ONE INCH No. REVISION BY DATE APPR APPIWWM H Y 2400 & 2500 BLOCK OF EDMONDS AVENUE NE OF., 7 18 LO Ln N NEl - - - - - - - - - - - - - - - - - - - - - - - - - - I -, DAYTON AVE. N.E. I I w HSE. /24M FN. FLOOR-32a32 BM 663-5.2 NSE /2s16 FN. Ft00R=324.73 w/NO BASEMENT TOP OF MON IN CASE W/NO BASEMENT i ,';: ",�' • ,. w ;; ELEV=321.44 I I HSE /2500 \ PLANTED HSE /2500 FIN. FLOOR=31a15 HSE. /2424 - - - - - - I I FN. FLOOR=319.98 I W/NO BASEMENT I FN. FLOOR-316.79 I HSE 2416 AREA I W/NO BASEMENT W/NO BASEMENT FN. FLOOR=3ta84 I IE 1',' CONC =317.0 I I W/NO BASEMENT HSE /=4 BM 663-5.1 IE 12" CONC. F91. FLOOR=326.28 TOP OF MON IN CASE i i i i i i. :: : W/NO BASEMENT ELEV-318.27 / ti1 26-C -t'-• 4-DEC 4'CHERRY z -•• , 3 IE 12" CONC. 10-DECO PLANTED u I 30• 30• / I IE 12" CONC. =314.3 CONC. AREA z< GRASS _ w> U� 6�CHERRY CONIC. CONIC. Of Of tr DEC. o� O PLAN 176 DRIVE LNK.FNC. ua DRIVE DRIVE \ \ GRAVEL CONC.PPOS h WOOD RAIL FNC. U O �•J AREA 4'C . K.FNC. ON CONC.RET WALL a CEDAR DRIVE DW 4-CEDAR R TIE 4-DEC I 3 CM.LNK FNC. _ T j UG7 UGT U T UGT UGT N MB MB MB UGT UGTGT UGT U T R W _: W w N 6• W s w000 FNC g �$ - - - ASPHALT ROADWAY $� - - 3` m $ -r 512.91 N00'30'11"E $ PROPOSED 8' M $ WA MAIN p+ d 30•CON a v a MH 117 MH118 0 3 6 - � Iss r 207 C.-IJI M G G G G� I N (2)6- E 0 W70D F1'�G 3'WOW FNC. ti -U.WALL PLA D 4 CHN.LNK FNC u Lj a U PLAN ANC.-R ARE LAMED }7 PANTED �6� AREA�D PLANTED AREA REA f I O '0. DRIVE CONC. _ O AREA t CONC. Z 78. REA RR TIE o 6'CEDAR 2 1 CON. DRIVE AREA�D OU PLANTED 3 12' R GRASS DRIVE- tD-coN SSMH RIM=321.75 IE 12" CON =318.5 AREA PLANTED a a r�zr IE CHAN E/W/N=305.3 HSE /2525 FN. FLOOR=324.91 6'coN I W/NO BASEMENT 2�. ta•c L�ANTED � AREA AREA �� � ' R ' 4 HSE *2509 HSE. t 25M FIN. FLOOR-31a95 I I I Cu] I IE 12" CONC. =317.9 FIN. FLOOR=31a68 W/BASEMENT jI W/BASEMENT I I HSE /2417 I Os FIN. FLOOR-316.67 36 HSE /2517 i ' HSE. /2425 W/NO BASEMENT I FN. FLOOR=31a70 i :� - -' FIN. FLOOR-319.84 W/NO BASEMENT •• W/BASEMENT HSE /2312 FIN. FLOOR=32Q47 ` :: : W/NO BASEMENT . ..T .. I N ..T w I Lq I I I NEW 6" SIDE SEWER NO TE: (TYPICAL) NO TE.• THE SIDE SEWERS FOR THESE THREE SIDE SEWERS SHALL HAVE A MINIMUM HOUSES SHALL BE SET AT A SLOPE SLOPE OF 27' FROM THE SEWER MAIN OF 2� FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED 0 THER WISE. I 6+00 5+00 4+00 3+00 2+00 1 +00 . . . . . . - • • - - • - --- - - - - - - - - - - - - - - - - - - - - - . - - - . . . . . . - • ••• - - • - - - - - - - - - - - - - - - - • - - - • • • • • • - • --- • • - - • - - - - - • • • • • ••• • • • - - - • • - • - - • - - • ' - • • • . . . . - - - - - • --- - - - - - . . . - - - - - - - --- • • - - • - - - • • - - - • • - • • - - - - - - - - - - • - • ... . . - - - • - • • • • - - - - -•- - - - • - - • - - - - - - • - - • • • - - - - - - - - - - - • -•• - - - - - • - - - - - - • • • --- - - - - • • • - - - • • • - - - - • • - MH J18 ,STA 6+20, 5' L T _ _ _ MH 17 ,STA' 1+38.20, 7. 96' L T Ex MH sTa a+93.90, 7.96' ET NEW 48 MH : : _ _ NEW 48 MH RIM = 321 .75 _ RIM = 320.5f IE 8" N = 305.30 . . . . . . . . . . . . . . . . ... . . . . . . . . • • - - RIM ,= 319. 7E = �. _ . . . . . . : . . . . . :. = : . . . . . . = _ . . . � �_ _:. /E 8" S = :305. 70 . . . ... • - - - - :. . . . . . . . . ..- - - - - • . . . . . . - ./E. S S• - 307 71- - �. ° 1E 12 _ 305:30 °' ° � - _ • ° _ lE 8" N =305.80 J °' IE 12" E = 3:05.3 0 W/ - c _j n U a V- d U .�-. U N - O N P O .0 a)- .2 - O U J X C) • 0 4) J 0) 0 > O U - O.� O L O.0 d O > O x �. Ln J N 4 0) U > U U U U >- U'j J N U _ O_ _ �. XO U X V) _ _ �_ X a Q 320 0 � ° � Q : o � X � X � > � X � 320 - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - --- - - - • • • • • • - - . - - - - - • -- - - . . . • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - • - . . . ... . . . . - - a. .o- Qd a. n p.� o. . na _ Qc� Q Q c- Q Q� Q_0 a° a 2 U Q CO Q r1 Q 0- P Qom_ Q Q Q Q c Q Q 310 - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - • • • - •~ - - - • • - - - - • • - - - - --- • - - - - • - - • • • . . _ . . . - • - - - • - - • • - - . . ... . - - . . . . . . . - - - - - -.. . . . . • • • - - - . . . . . . - - - • - - . . . . - - - • - •.. . . . . - - • • • - - - - - - -.. . . . . - - - - - - . . . . . . . . . . - - - - - - . . . • • •.. - • - • - - . . . . .. • • • - - - - - • - • - . . . . . . - - - - • • - - - • • ... . . - - - • . . . . . . . . . ..• - - - - - - - - • • - . . . . . . - - - 478: LF OF 8" PVC @ 0. 4% _ = - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - --- - • - • • • • - • • • . . . . . Ll WASAil :PROFILE SCALE 290 - - �+oRI-7. " = �a' :. . . . . - 290 . . . . . . . . . . . . . . . . . . • . . _ . . . . . . . . ... _ . _ . . . . . . . . . . . . ... R�231169 0 �. f7 D,c C/STERN V E R T. 1 = 10 FSS/o�AL ENG, EXPIRES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • • • • • • • - - - - - • • - - - - • - - • - suRVE,rm scvE PACE VERncx: NAVD 19M anTE: H=ZONUL: NQ 1963/1991 q JAN 2002 DH =30 •• CITY 0 F EAST KE N NYDALE SANITARY F RENTON PPW- JDH � ,�, SEWER I N F I LL PHASE 1 °R"'NG N°. DATUM W ` AMC AT RJLL� Planning/Building/Public Works Dept. C �/7 IF NOT ONE Will �J- / NO. REVISION BY DATE APPR ASH SCALE ACCORONIGLY 2400 BLOCK OF DAYTON AVENUE NE 8 ' $ L J m NEW 6" SIDE SEWER N (TYPICAL) N CL SIDE SEWER IN VER T SIDE SEWER IN VER T AT PROPERTY LINE AT PROPERTY LINE I 30' 3 - - - - SSMH RIM=294.15 SIDE SEWER IN VER T 1E = 290. 40 I 1E - 289. 98 I MON TEREY I AVE. N.E. I I , . ( I IF CL CHAN 8"PVC S=285.65 I I A T PROPERTY LINE `-`' ` I I I ; ;;; I I IE = 290.83 HSI- #2442 : BM 663-47.2 I I FIN. FLOOR=304.89 i i i T i� •.TTOP OF W/NO BASEMENT ., ., :_11 : '. HSE #2406 ELEV 02.ON IN CA I HSE. #2418 I HSE #2430 w/NO BASEMENT FlK FLLODR?311.94 FlN FLOOR=EL EN / O SPLIT LEVEL ENTRY I HSE #2436 FIN- FLODR=307.35 W/NO BASEMENT IPH : PLANTED W/NO BASEMENT -4 AREA FlN. FLOOR-307.22 HSE. #2424 O SPLIT LEVEL ENTRY FlN, FL00R_3pg-� SDMH RIM=300.77 GRA W/NO BASEMENT E 6" CONC. SW=299.4 0'CHERRY Z BM 883-47.4 IE 12" CONIC. E29901CONIC. o TOP MON IN ELEV-301.37 2009 SE #2448 DRIVE CB RIM=302.50 SDMH RIM=305.10a w ASPHALT ti F71'1. FIT LEVE04.71 E 12 CMP NW=295.9 =O SPLIT LEVEL ENTRY GRAss 6'DEC IE 12" CONIC. 1'�'=2 9'9ASPHALT IE 12" CONIC. 5=296.0 ao DRIVE ASPHALT cRAss -, o DRIVE GRASS ASPHALT PLA TE '� O DRIVE DRIVE r 'DEC AREA��D 12'DEC 6 CON. 12'CON. AR A 'e P __\ t0'CON. O ONC. WALK CONC. WALK CONC. NIVM 'ON00 CONIC. AL I \ es L ucT - - - - _ DRIVE / M I 6- (n W � WC14U y, W CURB 8 GUTTERW ---- -�_ _ 6 PRAPOSED 8' WA7Fli MAIN W 6' M. MH $ ,az 8 g O - - - - - - o n / g N00 30'31_E� 507.02 - v S - o 0 0� \ of a N MH .q ASPHALT P \\ _ _ d) DRIVE �Q _ ASPHALT ROADVI�AY \ 'n sD- �sD -sD s n �- I G c c c SSMH RIM=301.55 CB RIM=300.99 a c c - G c c I IE CL CHAN 8"PVC S=294.8 IE 12" CONIC. S=297.5 SD- CURB&GUTTER CURB&GUTTER N URB GUTTER � 11 CON WALK D ---WALK I I I T . HSE. #2447 £� UUNU FIN. FLOOR-303.70 �zo£ '-CONC. s_•� O SPLIT LEVEL ENTRY / Z P NTED � Z PUNTED Of � 6'CHERRY - O A A 6'CON. SEATED O AREA CONIC. 8' 'MAPLE ASPHALT '/B' DAR CO C. t.��J GRASS DRIVE EO e'CHERRY 60E D IVE T£ CB RIM=302.47 za/Ta coN. /)^1<� A5=\ \.J m \ 8'CHERRY DRIVE _� IF 12" CONIC. N=296.1 DRI E SDMH RIM=304.52 a \1 / O CONIC. ASPHALT IF 12" CONC E=296.1 3a•coN. IE 12" CONC. N=295.7 3 6'CHERRY GRASS DRIVE IE 12" CONC. S=296.1 IE 12" CMP SE=296.3 �✓ ''q'E-e I I w o O£- I I 10'DEC. SIDE SEWER IN VER T HSE. #2441 I I F I HSE. #2417 A T PRO ER T Y LINE FIN. FLOOR_3L 47 ► HIE L 2421 I FIN.BASEMENT 313 31 I I I I FIN. Fl_OOR=30B.04 W/BASEMENT I O SPLIT LEVEL ENTRY W/BASEMENT HSE. #1922 ' HSE #2435 FIN. FLOOR=310 74 - - / .. FIN. F T LEVEL 61 O SPLIT LEVEL ENTRY lE - 290. 93 :_:: ;:: O SPLIT LEVEL ENTRY HSE #2425 - - W/NO BASEMENT ._�.T •.. T �" ��T I SDMH RIM=30 70 i i ii t . . . � i�i IE 6- CONC. N =295.0 I I I �IE 12" CONIC. -293.2 ' "'�' :: .._. ._.-.. . I ._.. ,._ IE 12' CONIC. =293.2I T . ... . . SIDE SEWER IN VER T SIDE SEWER IN VER T I SIDE SEWER IN VER T I I AT PROPERTY LINE AT PROPERTY LINE AT PROPERTY LINE SIDE SEWER INVERT I I 30 I W 1E = 290. 98 /E = 290. 35 /E = 289.88 AT PROPERTY LINE 1E 288. 94 FOUND BURIED 12' CONIC IE=300.4 IN SHATTRED CB STRUCTURE CCMH R)1A_:R)7 fIT- SIDE SEWER IN VER T SIDE SEWER IN VER T AT PROPERTY LINE AT PROPERTY LINE 1E = 289.36 /E = 295. 00 NO TE.• SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 27 FROM THE SEWER MAIN SIDE SEWER IN VER T TO THE ADJACENT PROPERTY LINES. A T PROPERTY LINE SIDE SEWER STUBS SHALL BE A lE = 289.84 MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. 7+00 6+00 5+00 4+00 3+00 2+00 . . . . . . - - • - - - • - - - --- - - - - - - - - - - - - - - • •-- - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - • • • • - - - ' --- - - - - - - - - - - - - - - - - - - - - - - . . . - - - - • • •-- • - - - - - - - - - - - - - - ... . . . • - - • • - - - • ' - - - - - - - - - - - - - - - - - - --- ' - - - - - - - . . . . . • • '-- - - - - • - - - - - - - . . . • • - - - - - - - - • - - - - - --- - - - - • - • - - - - - - - - --- - - - - - - - - - - - • - - - - - - - . . . • • - - - - - - - •-• ' - - - - - - - - ' - - • • • •-- - - - • • • ' - - - - • - - - ' - - • ' MH #21 STA 7+ 15, 5' RT _ : MH ,�20 STA 4f29,: 5' RT : MH #19 STA 1+90, 7.5' LT = NEW 48" MH _ NEW -48" MH : NEW 48" MH . . . . . . ... . . . . . . . . . . . . . . RIM. .=. .J�D2.0-- - - - - - - - - - - - - - - - . -.. . . - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - • - - -RIM • = 30-7•.-11-- - - - - - : RIM 290.:01 : : lE8'� S = 288. 78 = : YE8" S = 28774 _ = IE 8" N = 287.84 Ex MH STA 1 +95.84, 131 ' RT IE 8" N = 288.88 RIM 294.15 : IE : 8" S - 285.65 ' - - - - - - • - • - - - - - - - --- - - - - - - - - - - - - - - - --- • • • • • • • • • - - - - - - - - - - - • - • • . - - • --- - - - • • - - - - - ' - - - - --- . . . . . . - - - - - . . . . . . . - - - ' - - . . . ' - - - --- - - . . . . . . . . . . . . • ••• • - - - ' ' - - . - - - • - . ' - ' . . . . - --. . . . . . . . . - - - - - •- ' - • ' - - • - - - - - - • - ' - - - - • • - - - - . . ... . . . . - - - ' - - - ' - - - --- - • • - - - _ . . . .. . . . . . . . . . . . . . . . . . . . . c: 0 0 0 - %E 8 ►iV = 285. 75 � c O cl O .0 Q .C).) Q OL . O'.O Q) O Q) O Q) - U U a) O U O c C Oa) orJ Oa) 0a2 oa) CO - O C O E 0'> X-0 -j N X -0 - X z (n J(n - O 0 C O - - - 310 : : : � � 00 _ O0 Q_; X � X � : 310 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ __. _ .j _ U _ -0 .U - - - - - . ... . . . . . . _ . . _ . . . . . ... . . . - - - _ . 17_ _ _ . . . . . _ _ _ ... . . . . . . . . . . . _ . _ _ _ _ . . . . . _ p _ _ _ _ _.. p �_ p .L _ _ p_O_ _ _ _ _ _ _ _ a) a) o a) x x Q c O Q c Q Q c a .Q X uT Q x� x u) o o " a) a CL Q Q : o� o � c' PROFILE SCALE : : : Q : = Q = = Q Q� d . . . . . . . . . . . . . . . . 1.0_R.IZ. . 1 " 30. . . . . . . _ .300 . . . . . . - - • • • • • . . ... . . . . . . . - - - • • - . . ... . . . . . . . . . . . . . . . . - - - - - - - - - --- - - - - - - - - - - - - - - - -:. . . . . . . . . . . . . . . . : : : : : :300 :VER T. 1 = 1. 0 co o 290 69 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . - - - . . . . - • • . . . - - AOX C/STE 282 LF OF 8 . C900 PVC C�: 0. 4� : : : 235 LF OF 8 : SS/ONAE�,N� C900 PVC C� 0. 4q : 120 LF- OF 8" p VC 0_ / . 667 _ EXPIRES - 280 : - - - - - - - ' . . . . . . . . . . . . . . . ' - - - - . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - . . . . . . . - - - - • • ' - - - - - - • - - - - - - - ' - - - ' ' ' ' - . SURVEYED: SCALE: DATE PACE IBC, N, �� JAN 2002 DH =30 •- >s CITY o F EAST KE N NYDALE SANITARYDB OM- D R E N TO N PmE: JDH SEWER INFILL PHASE 1 DRAVMNO, CHEONE 1NCi DATUM . AT Planning/Building/Public Works Dept. S-8 W F NOT ONE MICH NO. REVISION BY DATE APPR AF H SCALE ACCORDINGLY 2400 BLOCK OF MONTEREY AVENUE NE SHEET, OR OR1 8 21915151 A. L LO PAY LIMIT CT) TRENCH BACKFILL N 6'-0" FOR 8"-6" SEWER LINES N 3'-0 FOR ALL WATER MAINS SAWCUT FINAL JOINT TYP. EACH SIDE SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. ASPH. CONC. PAVEMENT, TYP. 12" 3" CL `B' ASPHALT CONCRETE PATCH ° a TYP a a TRENCH a a SUBSEQUENT BACKFILL MATERIAL (SEE DETAILS) (NATIVE IF APPROVED BY ENGINEER) PAY LIMIT OF TRENCH a OR IMPORT PER SECTION 9-03.12(1)C „ (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. 6 CRUSHED SURFACING TOP COURSE as a � CONSTRUCTION NOTES PROPOSED 8" SEWER PIPE PROPOSED 8" WATER PIPE BACKFILL 1. CENTERLINE STATIONING IS BASED ON EXISTING CITY MONUMENTS PATCH PAYMENT (SEE BEDDING/BACKFILL DETAIL) FOR ALL STREETS IN THIS PROJECT. i 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) FOR SEWER PIPE: PIPE ZONE MATERIAL_ PER SECTION CITY BENCH MARK # 250: ELEV. = 307.11 FEET (93.606 METERS) TOP OF 1/4" 9-03.16 BEDDING MATERIAL FOR ASPHALT CONCRETE PAVEMENT BRASS PLUG SET IN CONCRETE MONUMENT 4' EAST FLEXIBLE PIPE. OF CENTERLINE INTERSECTION OF ABERDEEN AVE NE FOR WATER PIPE: PIPE ZONE MATERIAL SHALL BE RESTORATION DETAIL AND NE 16TH ST. s" NATIVE MATERIAL UNLESS DEAMED a UNSUITABLE BY THE ENGINEER, NTS CITY BENCH MARK # 71: ELEV. = 284.63 FEET (86.756 METERS) TOP OF ROUND a a THEN PIPE ZONE MATERIAL PER NOTES: MONUMENT IN MONUMENT CASE 4' EAST OF AS-BUILT zi SECTION 9-06.13(3) INTERSECTION OF ABERDEEN AVE NE AND NE 12TH ST. ° a ° 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. EXCAVATION OF UNSUITABLE SOIL AND THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE BACKFILL OF FOUNDATION MATERIAL CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. (IF NECESSARY) DEPTH AS APPROVED 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND BY ENGINEER. MATERIAL SHALL MEET THE UNDISTURBED EDGE OF THE TRENCH. PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. SECTION 9-03.9(1) BALLAST 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES 8"- 6" C900 PVC & SDR 35 PVC SEWER PIPES BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. AS DEFINED BY THE CONTROL POINTS. TYPICAL TRENCH BEDDING AND BACKFILL 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. NOTES: 8. PROVIDE AS-BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 1 . PROVIDE UNIFORM SUPPORT UNDER BARREL. OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 2. HAND TAMP UNDER HAUNCHES. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY ROADWAY RESTORATION STANDARDS WHERE CONFLICT OCCURS. EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" HAND TAMP ONLY. THICK. (IN ACCORDANCE WITH STANDARD PLAN #FO06, DRAWING #FRO1 N). 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROADWAY REBUILD: BLAINE AVE NE (1800 BLOCK TO NE 20TH ST), CAMAS AVE NE, 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD FLOW LINE IS MAINTAINED. DAYTON AVE NE, MONTEREY CT NE AND MONTEREY AVE NE (2400 BLOCK) PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS REMOVE ALL EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIAL CURB AND GUTTER." BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. CLASS B ASPHALT CONCRETE PAVEMENT (TO BE DONE IN 2-2" LIFTS). 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN ALL ROADWAYS SHALL HAVE A 2% CROWN WITH THE CENTERLINE # F007, DRAWING # FR02. ELEVATIONS GOVERNED BY THE EXISTING GUTTER ELEVATIONS. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, DAYTON AVE NE (NO EXISTING CURBS & GUTTERS) SHALL MATCH INSERT ETHAFOAM HS 600 PLANK-FOAM BOARD OR EQUAL AS CLEARANCE PRECONSTRUCTION ELEVATIONS. SEPARATION. ASPHALT PATCH & OVERLAY: MONTEREY AVE NE (1600 BLOCK) AND EDMONDS AVE NE 14. SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6'-8' DEEP AT RESTORATION DETAIL AS SHOWN ON THIS SHEET. THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. CONSTRUCTION SEQUENCING THE CONTRACTOR SHALL PROVIDE CURB TO CURB ASPHALT GRINDING WHERE THE NEW OVERLAY TRANSITIONS TO THE EXISTING 1. ALL CONSTRUCTION, INCLUDING FINAL RESTORATION, ASPHALT. IN NE 16TH ST SHALL BE COMPLETED PRIOR TO JULY 1, 2002. THE ASPHALT GRINDING DEPTH SHALL TRANSITON FROM 0 INCHES TO 1 Y2 INCHES WITHIN 20 FEET. 2. ALL CONSTRUCTION AND FINAL RESTORATION OF EACH MONTEREY AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON THE NEXT STREET SEGMENT. GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA AN EXCEPTION WILL BE MADE IF THE CONTRACTOR USES AND AT THE TRANSITION TO NE 17TH PL. MORE THAN ONE CONSTRUCTION CREW. THE CONTRACTOR MAY THEN BEGIN CONSTRUCTION ON A SECOND STREET EDMONDS AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB SEGMENT HOWEVER, ALL CONSTRUCTION ON THE FIRST GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING AND A MINIMUM 6 FOOT LONG GRIND AT THE TRANSITION TO NE 25TH ST. CONSTRUCTION ON A THIRD STREET SEGMENT. I►u� ASPHALT OVERLAY SHALL BE 1-Y2" OF CL B ASPHALT AND BE FULL , �oF wnsti,� STREET WIDTH TAPERING TO 3Y4" AT THE GUTTER. ASPHALT PATCH: NE 16TH ST AND BLAINE AVE NE (NE 16TH ST TO 1800 BLOCK) ; A 9 23169 Q �.� � �.� PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT C/STERN `�ss�o ENG�� RESTORATION DETAIL AS SHOWN ON THIS SHEET. NAL (EXPIRES -7T=rl SUS: SMLI DATE: PACE , ,Zak!-A; �, �� JAN 2002 �JDH AS SHOWN �- >-- CITY 0 EAST KE N NYDALE SANITARY R E N T O N FAGS: JDH SEWER INFILL PHASE 1 �° °NE JWH DA7 U M DRAWWG w cHE DMC "T E"LE Planning/Building/Public Works Dept. S-g IF N INC NOT ONE H N O. REVISION BY DATE AP P R --avm. SCALE ACCORDINGLY SHEET. 10 OF-18 2195 AI