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HomeMy WebLinkAboutWWP2703406.3Portion of the NE 1/4 of the NE1/4 of Section 32, Township 24 North, Range 5 East, WM City of Newcastle, State of Washington 280 _ OFFSITE - ELIZABETH CONSTRUCTION ESTATES EXISTING GRADE ALONG CENTERLINE OF PROPOSED SANITARY SEWER MAIN '' _ _" 275 275 ....... _I IE=275.58 ( 8, W) UT ........ . . . . . " TP=266.77 (8 . SS) IE= UTILITY X-1NG" TP 270 _ _ .. _ _ _ _ _ _ _ ................ ............................. :............ = W IE 272.95 (8 " } _ TP=265.60 8 ss ) _ 270 ... ....... 1. ... ..(:.. ..... . . . . . . . . / . . . . " _ .0100 126LF8 D ®S 0 ... ........ ........ ........ .. ..... .... . . . . . . . /� 75 � F g" Dt .. , S 8" SS (SEE SHEET ) 4 285 _ : _ _ _ _ _ _ _ /. _ _ _ _ _ / .... _ 0 0100 . 139LF8"PVC®S�. S_p.0100 SSMH#10, 54": _ 265 ... . SSM H# 54" :130567 5118 ,.- . . SSMH 7 54" SSMH#&, 54" : N:1960 .38 30 E 1305678 67 _ - RIM. 2Z .9 S) IN - - - - - - - N195919.81 N::196031:94 RIM=279:63 _ IE=267 27: �8" OUT N)- - - - - t60 _ ....... ....... .. . . . . . . . . . . �: . . . . . . . . . . . . .................._.........................................�.... 0 130 11 .3 = RIM- 7.68 R[M 274. 27 - 23 " _ 6 8" IN _ IE=2..65.1_. .. _..E IE 263.66 8 IN N) _ b �8" IE-265.068 OUT - 1 8" - IE 266.0 _ " ) .:IE-265.91 8 S} 1 N S ) OUT W) .. _ ...... _ LIJ 9 COORDINATE WITH PUGET SOUND ENERGY AND EXER SE �. . p� 1E=263.56 OUT" . . . . J CAUTION INSTALLING SEWER m IN CLOSE PROXIMITY WITH OVERHEAD POWE /. EXISTING , f� Ar l Q POLES G R EXISTING WELL T9 BE ABANDONED. - WELL TO BEI FILLED PER DOE I REQUIREMENTS f-\ r / ✓ . ..... ........ _ __ _ _.... _ J �n��r c : N J CIE=200.59 (6") - I 245 _ .... .......... ..:................_. _ ._ _ __ _ _ _ _ _ _ 2 N SSMH 6,: 54s r, to : _ N N N N:195924.51 / �� ao N E:1305296.30 X. 3 W R N := ry N RIM-255:62 N 240 _ ........ = IE=244:13 8" IN...E). �8- � . . . IE=243.63: OUT W) (1/2 DROP) N ....... L 6" PRI VATE IVATE SIDE SEWER FOR FUTURE CONNECT ON. PROVIDE 2x4 MARKER POST "SEWER" ..... . . . . . . . . MARKED AND LABELED WITH LENGTH ...... 235 .. . ....... .....:.................. ... ................... ... ... ............ ..... __. ........._ _. ....... _.. _.. .......: _ _ ....: _ OM OF MARKER POST AT TROFRSIDE � . . . . . INVEROF SEWER. EX. 20' SEWER EASEMENT (TYP.)Na N N ILA � 00 g ----------------Mgt--Tnn r / ..... 0 S�.0100 .. __ i�0 n v�0" 6 0 " G "� IE 259.12 (6) / oo IE=265.18 (6 I _ IE=251.38 (6") / ' • / o N NNNN rn � to CV AH#7 8" SS (SEE SHEET 4) 2749. NOTE: ANY AREA DISTURBED DURING SANITARY SEWER MAIN CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONS PER CITY OF RENTOI' STANDARD DETAIL H033. ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN. AND IN STRAIGHT LINES AS --CEMENT DIRECTED BY THE ENGINEER REMOVE LOOSENED -7Rl,A CONCRETE �XISTING CONCRETE ASPHALT - VERTICALLY / PAVEMENT 3/4"DIA, X 12" LONG DOWEL � ��p• EPDXY COATED DOWEL BAk BAR @ 18" ON CENTER --'�'" 6" MIN- ON ALL FOUR SIDES _ EXISTING RIGID BASE.- MIN.- 12" MIN. COMPACTED TRENCH BACKFILL -- COMPACTED CRUSHED SURFACING AS DIRE.CrED BY THE ENGINEER TOP COURSE. CUT AND PANFt_ REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL. REPLACEMEN is FOR CEMENT CONCRETE. SURFACE STREETS, TI-IF MINIMUM RESTORATION SHALE_ BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than ten (10) yrs old fen (10) yrs or older Additionol Requirernen is Local Access without Bus Route No No Local Access with Bus Yes Yes Route Intersection (All Yes Yes Plus one panel beyond Street -_ the curb return 40% Removal - _ Yes Yes Excellent Condition -� (based on visual and/or Yes Yes non --destructive testing) Principal, Minor. Yes, It twenty-four (24) Yes, If twenty-four (24) Cok,ctor Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched �- `CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOP, RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED +I `I+ CITY OF RENTON �� J� STANDARD PLANS LST DATE: 04/04 1"PROVED % _ DATE p- fir 'f 3. ARMST F WAS,: 26 61 A LT EXPIRES 2 5 DESIGNED CMT DRAWN CMT CHECKED RJA 18215 72ND AVENUE SOUTH e KENT, WA 98032 NC ENGME` (425) 251- 6222 CIVIL ENGINEERING, LAND PLANNING, (425)251-8782 FAX SURVEYING, ENVIRONMENTAL SERVICES �_ CR p,� v COAL CREEK UTILITY DISTRICT REFERENCE INFORMATION DATE 6 �3 �06 E L I Z A B E T H ESTATES SANITARY SEWER EXTENSION OFF -SITE SANITARY SEWER PLAN AND PROFILE JOB NUMBER 06015.00 3 REVISED PER DOWNSTREAM SANITARY SEWER STUB REVISIONS 8/1 /07 CMT FIELD BOOK: suRv. CPU FILE: N/A 2 REVISED PER DISTRICT COMMENTS DATED 5-3-07 5/9/07 CMT d SCALE 1 "=50' HORIZONTAL 1 "=5' VERTICAL DWG N0. 1 REVISED PER COMMENTS DATED 8-31-06 4/2/07 CMT DATUM: N /A N/ SHEET 3 OF 8 SYM REVISION DATE BY a n I 0 r7 IV T) 0 a� 3 m Q O a Cr 0 rr) N C5 I O IV N X 0 Q m w U I I a� Q 0 0 r` 0 0 CV O 00 E 0 0 7D I 0 c Q) c Q) i O i 0 0 i 0- IT 7