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HomeMy WebLinkAboutR-393608� � C'7 C� C� � M INTERCEPT BANK SIDE SEWER RE-ROUTE TO PUBLIC SEWERMAIN. N N CORE DRILL TO VERIFY LOCATION, 0- i SIZE AND DEPTH PRIOR TO ANY 0 CONSTRUCTION AND INFORM CIVIL w ENGINEER. SSCO RIM=34.63 IE=30.17 N Q n rr O n Q Q Cn v CU M� W rr Cn CD 0 m (n Q I z Q J o_ J H 00 U V) J m I In Q / I- Ld LLJ V) z Q I O / z Lv w z CD bi O N 0 N r7 U 0 N O �87-30)16 $$W MATCHLINE THIS SHEET 147.16' Owl' rn 0' \ -o Ln L I L - 6-DEC IV I 6"DEC/ �- -~ 6"DEC o LSCAPE LSCAPE Dj I _ SCAPI O O OWNER: BURKHEIMER FAMILYSSCO / ADDRESS: 54 RAINIER AV PARCEL NO: 182305-92 7 rssco RIM=34.45 ' a_RIM=34.97 IE=28.79 CD/ IE=29.19 z - - - - MATCHLINE THIS SHEET 27LFN6" PVC 01.48� MATCHLINE THIS SHEET 1 I OWNEK: t3UMrnnu1V ­ 1 ...... II PARCEL NO: 182305-9, ` FROST 6 a. FREE/KEYED / HANDHOLD O. TYPE 1 CB . . . . . tE °, Y2" HOSE BIB RIM=31.56 » . . . . . . . . . . . . . . PVC 2.5�cn =29. . . . . . °°o Z,. . . . .17LF 6 16(6 BOT=26.86 ° I rp ,e ° '�' •� ° / LSCAPE 0 Id r J a I I _ DN I D II I 10"DEC I -sSCO RIM=33.57 T E 1 CB IE=29.97 RI -33.14 IE=30.34 (6"PVC E) �LEN6" PVC 01.49% BOT=28.34 u ISCAPE a / r----� I 53LF-6 PVC ® 2.94°!o m . Q .. � 4 �■ ■I L , 56 I I L----J I / Ssco III Q m . 4. ° RIM=34.99 II GRASS I 0cn oea0000$u"°o d Q - 30 I 5 w IE-28. a � o F a L0 � x ..4 --=- 3s ° I N 8 a OIL/WATER EPARATOR PER 14"DE RENTON S I o PLAN 240.10 I ���.22(8 IN E SUBMERGED) O IE-�29.22(8 OUT W) / 3 SO ID LID CB Y2 COPPER I 35.80 LSCAPE ° o ° WATER 2-4" ECD 14 IE 3.40 (8�1PVC S) I 94 CS1 � I 3.40 (8 PV ) ELECTRICAL � . =31.90 \ \ /GRASS I SERVICE F I a 6" PVC CA I NEW BUILDING 4 11.25° BEND - \ 35. GAS METER N �h O \10 \ Eco EV SSCO 5\ 5 O a RIM 3 a - I E= 27.81� 34 ITYP E I B 17 I �I 4 4r II I CONC I I DRAINAGE I } DETENTION WALL STORMFILTER, i RIM=30.81 I ' I SEE SHEET C9 FOR WAL I STORM DRAINAGE I INFORMATION 1 I GATE POST 00 B TYPE 1 RI 30.09 (N E:26.89 12" ADS 1 0 )IE:26.84 12' ADS RIM=35. 1 I M SSCO _ _ ON-* u MPSTER (n �.31._ "DEC - - -ECD RIM= R� 1 ( I EN OSURE IE=34.01 (6"PVC ) I - - _ 7rn(R IE,27.06 _ _ 1-4"ECD TO _ _ - - - - - - I � 12" PVC PIPE BOT=31. 1 LSCA E 3� ORDERING SCREE CONWALL I IE:29.13 _ Io LFtis, P� \ 35.31 4LFN "PVC ® 2. o II RE-ROUTE RPBA FOR .4. C �- - EXIST. ECD AS DOM. \WATER - - - - _ - - J I`� LS- .a REQUIRED FOR SERVICES 0 „^^^ \ 3 1`3, NEW BUILDING APE \ 10"DEC R116�f`=35.33 I - - - IE: PVC PIPE DCV FOR CAPE I 1 '� LJJ \ 0 LSC" IE=26.98 I LSCAPE �� LS APE GRASS IE:28.74 IRRIGATION \ z WV II STORAL7L RIM:31.20 1 J a 4 12"PSD SERVICE cn \ )IE:25.50 12" ADS 5'CW a. a SSCO - ° 323.82. Q ° . 4 5°cw ° _ Q o RIM=35.3 a. °. I a 5cw° I a d a a ° ° \ ° a 25' DW a Q. WATER CONNECTION (P� a ] �, 0 P Imo` _ ° .� IE= 1 - -N87»� �` a.. zi 1N1" IRRIGATION SERVICE a ��\ FPRs�/CONDUIT PP 4- J RASS - TEL - - - - - - GRASS CONDUDKUIT PP a IWM RENTON STD. PLAN 300.1 \ ° DROPS OHT GRASS , - - / - - o SS MH t ; , , :. a: q . ' ..AW a' GUTTER •a: n • a RIM:38.27 COC: 28.27 12"W(R)� D4' "STOP/RT �' TURN ONLY12"W P j c j j RIM=35.23 \ '� \ a IE=26.08 (8"PVC N)> U 0� IE=26.03 0 2"IP E) WATER CONNECTION I z IE=25.98 (12"IP W) V. H► t 1 Y" DOMESTIC SERVICE = `�� pOR �y, ��°F "� j�o E AS -BUILT RECORD 2 ,r, COC- 26.00 �o o� q� tic �'��e I RENTON STD. PLAN 300.1 t c, �+ E 8"CONC PSS-- ASB i i 10 5 0 10 20 SCALE IN FEET 1"=10' UILT PLAN 5/30/18 N87'30'16"W 397.06'(R) Ld zlJ Q (n 1 REVISED SIDE SEWER SLOPE NO. REVISION S. TOBIN ST PUBLICLY DEDICATED RIGHT OF WAY) SDMH SURVEYED: BRH DESIGNED: JHH DRAWN: JHH TFD 2/12/1 CHECKED: TFD BY DATE APPR APPROVED: 0 SEAL Z � `� E I 1969 SASH ►��� � � ° T � 101 E f1 'J BRH JOB#201606 .01 SCALE: ` HORIZONTAL-ONNAD 1983/11991 CITY OF AS SHOWN RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY S-393601 UHAWIN66 UTILITY PLAN STARBUCKS AT AIRPORT PLAZA LANCE MUELLER & ASSOCIATES RENTON, WASHINGTON DATE: 8/31/17 FIELDBOOK: PAGE: DRAWING NO: 2016067 SHEET: OF: C8 10 W-393601 R-393608