The URL can be used to link to this page

Home My WebLink AboutS-280803CO ° C) CO 1 1 11_ E SCALE: 1"=30' 30 0 15 30 60 GRAPHIC SCALE VERTICAL DATUM: CITY OF RENTON BENCHMARK: ORIGINATING BENCHMARK; CITY OF RENTON "BM 1E -A" FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON. CASE AT INTX. OF SUNSET BLVD. AND DUVALL AVE. S.E. ELEV.= 409.38 TBM -A: SET�CHISLED SQUARE AT N.W. CORNER OF CONCRETE PAD UNDER POWER XFER ON N. SIDE OF N.E. 18TH ST. ELEV.= 423.48 TBM -B: TOP OF "ESM" REBAR AT "LOT 5" ON SOUTH PROP. LN. ELEV. =424.28 ALL WORK PERFORMED AND MATERIALS USED SHALL BE IN ACCORDANCE WITH CITY OF RENTON "STANDARD PLANS ", DATED 01/21/97. NOTE: IN ADDITION TO THE WATER, SANITARY SEWER, AND STORM DRAIN UTILITIES SHOWN, THIS PROJECT WILL ALSO BE SERVED WITH POWER, GAS, CAPLE TV AND TELEPHONE. LOCATIONS FOR THESE OTHER i ITILITIES WILL BE DESIGNED BY THEIR RESPECTIVE PURVEYORS, SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY OF RENTON. IN GENERAL, REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS, TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR IN PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH PROPOSED WATER, SANITARY SEWER, OR STORM DRAIN UTTLI TES. NOTE: 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. 2. AP ON -SITE STORM PIPE TO BE ADS -N12, (OR EQUAL), UNLESS OTHERWISE NOTED ON THE PLANS. J. ALL STORM INLETS SHALL BE PROTECTED DURING CONSTRUCTION. KEEP SEDIMENT FROM ENTERING STORM SYSTEM, SEE SHT C9 4. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. NE. & NE 18TH ST. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. C.O.R CNTRL NETWRK #1996 �U t FOUND 2" BRASS DISK IN MONUMENT CASE AT a INTERSECTION OF NE 19TH 0 o ST. AND DUVALL AVE. NE. C , LL Z I c O ® i I i li Q z 2 I I <J7 U TI` Z w c x L W CL E1 2.3, 14 i -SD Imo' IN �' 12' L 416,1 g �'', �,` .'� `I mE I W � E d i =i o Q v1 0 Ln �P = STA. 10 +69.89 (DUVALL AVE. N. E)= -I I I o STA. 0 +00 (N. E. 18TH ST.) I N ® U I,T K F W vi O a ° ,W,, - }, STS 10 r72, ' =.Ci; Q W 1 ^! ® _ ell °Y CE3 .- RIM ELEV 422.29 In IE ELE`./ = 420.77 ",-I $ �I 12" CSP S I o zz w,vdsp REVISIONS. PER CITY COMMENTS: 08 -31 -99 8MB X. GB Ri Ji = 4 2 3. 36 Ni!LN 416. 11 11��/ :q r1h 11 4,_,.�.� SSMH no la A8- RIM = 414,06 A6- IE 10 = 413.04 -W aB-Ig lot- fl -5.II E 2U` IE 6 > IF 410 73o� 41'. rl - --- - -- IE 6 "- / EX. L940.85 RIL1 422.6i n.`1.4 "W= 421.97 (LOCATE OVER EX. MAIN) RIM =422.6 (MATCH EX. -RApE) IE 8 "(m) = 410.01 IE 8 "(our)-405.56 -EX (USE DROP CONNECTION PER C.O.R. STD. DTL. B075) A PORTION OF THE N.E.1 /4, S.W. 1!4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W k WILLIAM BRIERE PARCEL Lo SSMH NO.3 48 "0 I 6' PVC SS STA. 5 +66.45, 5 LT 42j- I AS -KIM =444.44 �- _1- -L -------- 3E--6 =L - - cnl� AB -IE 8= 415.0.0 -5 C " I N i C, to In- = - - - -- =�? - - -� I 6 419-33 IE 6 "= - o m I 412 T2 ( - -- v1 10 00 I a. I - -- f-1 I I I I I CL SANITARY SEWER Q cn t PROFILES a • I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ LOT 12 I a t I l �I T - - -' PAD- -424.0 E- I I I m IJ 6 _ A411ythLT A I I I SHED j ! Ii f r, u; I _ i 1 AB -RIM= 423.11 z I LOT - -- Uj PAD -424.0 A#-IE 10"= '11533-11; S EX. SSI1H - T AB IE 10 "= 915.18 W I RIM-421.47 j 423 AS-lE 10':91538-5 z 1Nv_8 "= 408.07 � CONCRETE Ln C.O.R CNTRL NET l 44� I - DRIVEWAY cr FOUND A 2" IRON PIPEJ 1 I I I N87 "35'19 "W -� \\ FILLED WITH CONCRETE WI T I ii.95' 22 - TACK IN. A MONUMENT I-ASE � _I L - - - 44IR71 AT THE INTERSECTION OF j I SUNSET BLVD. SE. AND -,--(,'IE 6"= NV.18 S=4i�S.6 DUVALL AVE. SE. I zz w,vdsp REVISIONS. PER CITY COMMENTS: 08 -31 -99 8MB X. GB Ri Ji = 4 2 3. 36 Ni!LN 416. 11 11��/ :q r1h 11 4,_,.�.� SSMH no la A8- RIM = 414,06 A6- IE 10 = 413.04 -W aB-Ig lot- fl -5.II E 2U` IE 6 > IF 410 73o� 41'. rl - --- - -- IE 6 "- / EX. L940.85 RIL1 422.6i n.`1.4 "W= 421.97 (LOCATE OVER EX. MAIN) RIM =422.6 (MATCH EX. -RApE) IE 8 "(m) = 410.01 IE 8 "(our)-405.56 -EX (USE DROP CONNECTION PER C.O.R. STD. DTL. B075) A PORTION OF THE N.E.1 /4, S.W. 1!4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W k WILLIAM BRIERE PARCEL , \1 7 #00 I` } Lo SSMH NO.3 48 "0 I 6' PVC SS STA. 5 +66.45, 5 LT 42j- I AS -KIM =444.44 �- _1- -L -------- 3E--6 =L - - cnl� AB -IE 8= 415.0.0 -5 C " I N N87-35 18"Vli ED - - - -- =�? - - -� I 6 419-33 IE 6 "= - I I :413.50 I I 412 T2 ( - -- -- - -- f-1 I I I I I I SANITARY SEWER p OR I t PROFILES a • I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ LOT 12 I II III - - -' PAD- -424.0 E- I I I IJ 6 _ A411ythLT A I I I SHED j ! LOT 1 1 AB -RIM= 423.11 z I LOT - -- Uj PAD -424.0 A#-IE 10"= '11533-11; S MH :2t4eO)- -- T AB IE 10 "= 915.18 W I A. +05.0014 RT i 423 AS-lE 10':91538-5 i i � CONCRETE - - - -- l - I I - DRIVEWAY LOT 11 �1 I N87 "35'19 "W -� \\ P1 AD-423.5 "I ii.95' 22 - IE 6 "= - IE _I L - - - 44IR71 , \1 7 #00 I` } Lo I I I I I 6' PVC SS 42j- I I _1- -L -------- 3E--6 =L - - cnl� S 0 I N : O 419-33 IE 6 "= \;ti � I 412 T2 ( SEE SHEET C -8 FOR I I SANITARY SEWER I I I t PROFILES I I I z � A, rESU{LTI! pfRtoKT4IE v oi/ I II III ulo GdoNV1S APtQ A` cX.. g��Zja1� oa O 11 � 6 _ A411ythLT A LOT 1 LOT 2 f I LOT - lL51, Uj PAD -424.0 I PAD-423.5 i I 1 PAD -423`5 t, `. � T I I 1 1 I 423 i 78 � I� - - - -- l - PAD -423.5 I I - - -. - X m WPM L1I OT 10 I 13.67 I \\ N I PAD -424.0 I - r _I L EX. SDMH -� f.I -,--(,'IE 6"= NV.18 S=4i�S.6 W 413.35 LOT 9 7- \ Ire,. 12,.= 410.82 - `\ N I PAD -4235 ; INV.18 "NW =49. 5 k X i Lo I I 6' PVC SS 42j- " \� IE 6 = 413.43 S=2% MIN _1- -L -------- 3E--6 =L - - -- - I -- - -jL�- - f I 419-33 IE 6 "= I 412 T2 ( SEE SHEET C -8 FOR I I t SANITARY SEWER I I I t PROFILES I I I I , r, 1 II III i O LOT 1 LOT 2 f I LOT - Uj PAD -424.0 I PAD-423.5 i I 1 PAD -423`5 t, `. T I I I 1 1 I 0 i 78 X - r - - - -- l - PAD -423.5 I - - -. - X W x- - `' 421.71 HIGHLAND BOOK ADDITION G I\ LOT 8 I PAD -423.5 \ " \� IE 6 = 413.43 I I i \-_SPILLWAY -� 1 011- 413.56 1 2-`;,41 C 46 413.53 ° O 1 1 I LOT 7 I i 78 PAD -423.5 I K l 6 413.99 EX. SDMH -� NV.18 S=4i�S.6 W INV.18 "NW =49. 5 ,\ I 39 ri) 23 \ ; \ 413.67 \ \ \ LOT PAD =424.0 \ SSMH INO.2A \ = 423.67 \ LOT 4 A e- 4157L-OT 5 \\ PAD -42. 3.5 \ hW PAD -424.0"'. - - 40 6 s EXPIRES: MAY 6, 2001 g IL Ir Q 3 N W co 3 0 OD OD rn �NQ ILI Q X03 .00NIJ IMWa oj �W 0o. rr�Q W 2ND, 0 lL61 IL DRAWN BY 7 -22 -99 ISSUE DATE 8 -31 -99 n rn I x� Q w U1 O 10 M Li D V1 x 00 ui o co v U z w 0 c� z ce W W U ti Q IL I CHECKED FOR COMPLIANCE RECOMMENDED 9816PR01,DWG j0 CITY STAND G nA FOR APPROVAL Date is�r Rr,� BY: Date �!� BY: Date BY: CIVIL. ENGINEERING AND r--, PACIFIC ENOINEERINO E)ESION INC. F--1 PLANNING CONSULTANTS < IzCANNEID DEC 10 ;o F� R ' . p Ct1 . Viz;