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HomeMy WebLinkAboutS-298902HARMSEN & SECTT 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. .�N - -- -- MATCHLINE SEE 1IC5 -0 - - -- - -- - ------ ____ -- AS`SOCLOWS ITTC. ENGINEERS SURVEYORS PLANNERS I ; I 1 ' i o 0 I I 1 ti I / 1 I 17614 - 162ND Si. SE POST OFFICE BOX 516 ; FIELD EARLY I 11 + 1 t, -- -- -- `f o °o S RIM= 306.22' - 8 LF 1 L 3 6 -� O 0 MONROE, WA 98272 -0516 360- 794 -7811 206 -343 -5903 COMPLE77ON I , ` I , _ ° I I I ° +-, `; 1 I ' ' 1 ', + "� IE IE IE38'� 8" CP OUT S= 295.6' 8" E 295.7' C W- 295.7 - N 2 LF 2" (aP n Q 360- 794 -9087 (FAX) 1 N 1 I o IEI8'j CP N- L Z �, o I 1 -- Ca Q �. '��� wav& ; 3� N ao Lil w ° Q �► 1 " = 20, , ► 1 1 ; I FFE =304 0 1�E 8TH ST D t I w anus > 0 10 20 4o MERIDIAN. .NAD '83, 1991 t N I ' I ` I x I N� t 6" I PE ATE B09 VAL III F N � o �s w ::4k r � , 1 119 LF 10" DI °I ; { I W� 11/27/zam z , g cn VER77CAL DATUM s 1 ° °S °s °s I Iti ~; `-' I I 15 LF 4 DI lil NAVD 1988 I �p 251 1 F 8- PVC (PRIVATE SEWS = BENCHMARK: CITY OF RENTON BM #612 I o �\ a r s= 0.028 Fr/Fr 3 2 WATER SITE BENCHMARK: ON -SITE BM IS THE j 1 , .38 I St.) - ° I I x 1SYSTEM C5 -1 _ NORTH BOLT ON THE TOP CAP OF A FIRE I s °+ so ° I --i-i HYDRANT (POINT #1009) (COORDINATES; N= 183929.9519, E= 1306909.3075) i 1 8�"'_SD SD g N ty 1 I ', I ° 3 5---21018902 o ELEVATION= 306.41' ' 14 LF 0" DI I ; + I rn o TO BE RELOCATED DURING CONSTRUCTION t 1 1 ' I N 0 o a CALL DIAL -A- DIG WATER LINE NOTES E4 3 Z AT 1- 800 =424 -5555 MINIMUM OF 48 HOURS sO -- - 1 I 3 I Q STA 2 +19.1, 2.5' LT 1 BEND, MJ A CONSTRUCi1oN BEGINS t ► I ! -45' W a' BEFORE t I THRUST BLOCKING NOTE: a I 1 I t{ a jl t 11 , I D I 3 I z ® STA 2 +04.4, 2.5' LT 1 -45' BEND, MJ HORIZONTAL CONTROL STATIONING BASED ALONG HARRINGTON AVE NE. r LF 10" THRUST BLOCKING' LT rn I I z STA 1 +29.7, 2.5' 1 -22.5' BEND, MJ a SEWER LINE NOTES ' , ) P( _ I I THRUST BLOCKING n f� - -- os I 1 I I s a 1 CONNECT TO EXISIING SSMH IE 8" 289.83 1 [ - / t I I J STA 0 +51.4, 2.5' LT © 1- 10 "x6" TEE, F a [ THRUST BLOCKING ° ❑2 SSMH #1 -48" STA 1 +05.7, 165.1' LT RIM GRADE (301.24) [ [ ' 0" o 2 ! ° L N I I I 3 z I � STA 0 +51.4, 31.2' RT ,T ASSEMBLY 1- HYDRAI� � .,��EMQLY -AT [ I I _ [ 1 sr� I PER STD DTL 8102 IE 8" IN 290.57 78 LF 10" Dl 1 ^ 1 sD s° sc sD SD N W p IE 8" OUT 290.47 j I d' I I ° I °+ I STA n z PER STD DTL 8071 ! I [ 12 10° TAPPING SLEEVE CONTRACTOR TO VERIFY / 1 1 1 27 LF 8 PVC (PRIVATE SEWER) I 1 -10 TAPPING GV, FLxMJ ^ LOCATION & ELEV PRIOR TO _ / 1 1 [ FT/FT I I THRUST BLOCKING CONNECTION SD N 7 I [ \/ j` ______ _______ ____ __ ___ I I 3 EXISTING SDMH CONTRACTOR TO 'VERIFY LOCATION & ELEV PRIOR TO CONSTRUCTION ___ ____ ___ ___ _ - - B' DI I �� / 23 LF 10" DI I 1 12"1E N= 295.44 ®STA 5 +402, 39.5' LT \ y I L -- f 18" IE S=294.94 '- o -o" T „r , v u TAPPING I E WIVIH VALVE _-- - -- - -- 12" IE E= 299.07 ". 1 -8" FLxMJ ADAP��TL�OR DA � � .T EXISTING y : O ' I 1 - - - -- I 1 -8 x4" TEE FLxIDf4) 4 "G![t�vAWG(FtxM3) � o ITCH BASIN o ` w \� w 18 LF 10 DI, ` 3 _ -- - - - - -- I U7ILITY CONNEC77ONS AND STREET IMPROVEMENTS I - CB RIM= 302.10' 1 -8 °x6" REDUCER, FL 1 -6" GATE VALVE (FLxMJ)' a� a N O 0000 AT ` [ EARLY COMPLETION ° ! 3 IE 6° CP S= 300.6' THRUST BLOCKING N N 0�� ROP LINE j Sp �O � O � � � / I ® 6" DDCV ASSEMBLY PER .SID DWG 8099 SD s° SD s _ - sR - -� °- °" �/ SD W _w w fop w o LID ELEV = 3 6" FLOWLINE ELE LEV =303.25 N m mss, _SD__�sD , ° �� ��_� N w ® FIRE DEPARTMENT CONNECTION mss SD s �s - _ AVNT CEN w w W - -''- - - - - - - SD s 5 22 +poERLINE -w- SDMH RIM= 301.49' PER DWG 8099 SET FACING BLDG SSMH RIM= 296.03' �s �s EXISTING 112" WATERLINE f sD -� 23 +00 NCI I IE 15" CP OUT W= 293.0' STA 5 +32.6, b0.4' LT (CENTER OF VAULT) IE 15" CP E= 295.2' G IE 12" PVC E= 287.6' $DMH RIM= 297.55' �s �s 1� --' so SD SD IE 8" CP N= 298.0' 3" COMPOUND WATER METER SERVICE W IE 12" PVC OUT N- 287.5 IE 8" CP S= 287.8 IE 15" CP OUT W= 290.9' ��� so- SD PER STD DWG BTOZ2 LID ELEV = 307.51 W _ IE 15" CON E= 291.1' IE 12" ADS S= 291.3' MAP -� - A 302.66' 2" LANDSCAPE METER PER STD DWG IBR42 CB RIM= 297.17' - - -�r -°' - - � W�4RY�i T SW= 293.1' & 2" DCVA CONNECTION PER L -2.0 4 3 W Q ° 7 t. IE 12" ADS N= 291.4' IE 12" ADS S= 291.3' SSMH RIM= 297.76' SSMH RIM= 301.67' IE 12" PVC E= 289.6' SSA �'I �/9�= 293.2' POINT OF CONNECTION TO IRRIGATION SYSTEM a `+ HARRINGTON AVE STA 21 +46.68 = WATERLINE IE 12" OUT W= 289.5' IE 12" PVC OUT W= 290.3' IE 8" CP N= 290.5' ®INSTALL STORZ FITTING ON EXISTING a ° s a s ESMT STA 0 +00.00 iF i o" pvr, niF- )on,' pI1IIvIENDEL? HYDRANT PER STD DTL 8102 a w� PORAPPROV STA 0 +28.5, 2.5' LT s s 1 SEWER & ' WA TER PLAN BY 6 -[t3 oZ 1 -TEST CONNECTION PER E KEY PLAN CS -1 SCALE: 1" = 20' BY'6�19�02 DETAIL 4/C5 -2 SCALE: 1" = 200' BY�:N� ✓ 6 191 v2 � � o wwP- =7 -amp _ n a Z li - 2i - SfjB SCANNED SEP 3 2002 : 2�b j'oz "v 2lgrop2 can (3 v11 SCw pp , r I