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HomeMy WebLinkAboutR-4170087 6 5 4 3 I E N I 1 13 OF SDMH 54" 4" PERF PVC UNDERDRAIN 4' 0" CLEANOUT �y 169 LF 15" SD 6" PVC NE IE 18.76 IN CENTER OF PLANTER RETAINTNG W "�2=,84 W "I 0 0.5% SW IE 18.76 STRIP U 0.25%. SEE WALL ESMT SW IE 20.37 12 LF 8" W--t _ _ _ _ _ = N IE 19.74 SHEET 2, DETAIL 4 r _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONC PIPE - ' r r -_____ -____-_�--- .i___---.L _. __ _--__.__ - I , I _-.. .. 250 LF 4" PERF PVC [i 0. 257 CLEANOUT- RIM EL 20.T8 SE IE 19.42 I IaN 5'-0" EXCLUSIVE t% 0 EASEMENT FOR IW GRANTEE PURPOSE I I� Imo_ I� I 2. I b CLEANOUT @p RIM EL 20.51 SE IE 19.28 I NW IE 19.28 I HE IE 19.28 4" PERF PVC UNDERDRAIN i IN PLANTER STRIP W 0.25%. SEE SHEET 2, DETAIL 4 I PIPE REMOVED TO PROPERTY LINE AND PLUGGED WITH CONCRETE PER DEMOLITION PLAN. D-20893� II} ell V II oll all >UII aD mll LLu �u mu .F "u CB W/SOLID LID RIM 22.00 IE 18.69 SW 15" CPEP IE 18.59 SE 8" PVC INSTALL PIPE WHERE VALVE WAS REMOVED LF�_________________________________1_______+____ 106 LF__________ PVC g" PVC _ = © CB24 F ------------------- 150 LF 8" PVC _ CB26 _- 1 I LLIIzw. v \\ -- \ CB25 1 �O it ROOF J -,1 r_1 -1 �JA DRAIN III K EXISTING EXST II ILLilI1---1 VACANT COMM �p o .I 1 OilBUILDINGIr BUILDING BLDG -II MII Drj/CB4 73 LF 8" PVC -J tONII L J W 0.5X C815 eEy C047CB29_ l] I11��1��1��1��1P II� I 1 =1 =1�IIoI....I.IroI' lo=" PVC 12" CONC PIPE II CB19CB35 i Ix III Iry B Ip �11 I� I> aIW m11N Ia LLllo ILL mile Iw mill la. 11 IQ ILL I� II C6504 CV I ' I I I� B I EXISTING I BUILDING TO REMAIN FOR INTERIM r 60 LF I - ' 60 OF i I - CB36E3-== __� - - =1w C038 " SC)Lp PVC - �i" SCH HO_PY I:: -6--I� I i l� II I� I II-- ICI L: - ::I Ih�===l' I� I I-- I 1:-- :11-==-I' II II L__I II II L _:I II II L__I II II L_-:1i11 II L_- 1 I II L_-:1 II II L ::I II II I '4-ABANDONE�I .. I I I I I ]111 :: .. 12" CONC PIPE --- - --I --- -- I I I I I I I `I I I I� I I 1---::1 III 111 `I II---111` `I II-- 111` `I II 18 __ I-- 1 L--1 I ---1 L ::I (- 1 L I(---_11. C637 1 L--:1 I ---_I L_ ::I I--- 1 L `1 I -- u8 �8 12" CONC III CB32 . 1 a8ry PIPE 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1..J �80 _ wll 60 OF 60 OF II 8 -_________________� ______= CB21 11 6 SCH 80 PVC 6 SCH 80 PVC TYPE 1 CATCH BASIN CB34 CB33 \ (TYP ). SEE SHEET 2. 11 \\-1 DETAIL 1 II 4" SCH 40 - CB52 PVC ROOF DRAIN �� 1 �I Q8 L „r RELOCATED STATION - - j F- 'I SERVICE TRANSFORMER (REF ONLY) L - - -101 P� C CB17 8 bWN Jp0 ogb Pr • I CB40j M � I I I 41- RETAINING WALL ASEMENT I 3 I I I �I .I 3 'I /II / IF � CLEANOUT I�_ - _ --------------------------------yr-- 1 RIM EL 21.48 "-"--------- / J NW IE 19.76 I _--__. __ ---- -r - - - I - w W W W WW W W �b w W W CB41 r-----------------W--------------------------------------- I I I I L--J o W 0 15'-0" FIRE 0 o MAIN EASEMENT '^ #8407260401 I I I I w I I I L--------------------- I ��I ------------------------------------------------_ 20 0 20 40 80 GRAPHIC SCALE CIN FEET) 8 1 7 1 6 1 5 T 4 UTILITY EASMENT #20010629002927 LEGEND - - - - - PROPERTY LINE w WATER LINE (REF ONLY) SUBSTATION FENCE c GAS LINE (REF ONLY) EXISTING STORM DRAINAGE PIPE SANITARY SEWER (REF ONLY) ss • _ _ _ _ = e PROPOSED STORM DRAINAGE PIPE E POWER LINE (REF ONLY) EXISTING RETAINING WALL FIBER OPTIC LINE (REF ONLY) O rD O PROPOSED RETAINING WALL TELEPHONE LINE (REF ONLY) 0 EXISTING CATCH BASIN TYPE 1 /* / SANITARY SEWER O� MANHOLE (REF ONLY) 13 PROPOSED CATCH BASIN TYPE 1 O EXISTING GRATE INLET w/OIL STOP VALVE ® EXISTING GATE VALVE I' EXISTING FOUNDATION (REF ONLY) GRAVEL DRIVEWAY CATCH BASIN SCHEDULE CB15 - TYPE 1a DESIGN Du (EXIST) CB37 - TYPE is DESIGN Doe (EXIST) RIM EL 21.80 RIM EL 22.68 SE- 8" IE 20.55 E- IE 20.47 NE- 8" IE 20.55 N- IE 20.47 SW- 6" IE 20.00 CB38 - TYPE 1 (EXIST) CB17 - TYPE 1A DESIGN DW (EXIST] RIM EL 22.68 RIM EL 22.09 W- IE 20.47 NW- 8" IE 20.74 S- IE 20.47 SE- 8" IE 20.79 NE- IE 20.47 CB19 - TYPE 1a DESIGN D* (EXIST) CB40 - TYPE 1 (EXIST) RIM EL 22.68 RIM EL 22.68 - ADJUST RIM TO 22.38 S- 12"IE 20.34 SE- 6" IE 20.97 N- 12" IE 20.34 NW- 8" 20.97 CB21 - TYPE 1a DESIGN D+ (EXIST) CB41 - TYPE 1 (EXIST) RIM EL 22.79 RIM EL 22.69 NW- IE 20.89 NW- 6" IE 21.04 E- IE 21.69 SW- IE 20.95 CB43 - TYPE 1 (EXIST) RIM EL 21.80 CB24 - TYPE 1 (EXIST) SE- 4" IE 19.63 RIM EL 21.83 NE- 8" IE 18.82 SW- 8" IE 20.06 SW- 8" IE 18.80 SE- 12" IE 20.03 CB44 - TYPE 1 (EXIST) CB25 - TYPE 1 (EXIST) RIM EL 21.85 RIM 21.90 SW- 8" IE 18.86 NW- 12" IE 20.15 NE- 8" IE 18.76 NE- 8" IE 20.25 W- 8" IE 18.71 SE- 8" IE 20.35 SE- 8" IE 18.86 CB26 - TYPE 1 (EXIST) C846 - TYPE 1 RIM EL 21.07 RIM EL 22.63 NE- 8" IE 19.82 SE- 8" IE 19.14 E- 12" IE 19.42 NW- 8" IE 19.14 SW- 8" IE 19.37 Ni 8" HE 19.14 SW- 8" IE 19.14 CB29 - TYPE is DESIGN DW (EXIST) RIM EL 3" BELOW SURROUNDING GRADE CB47 - TYPE 1 S- 12" EXISTING PIPE ELEVATION RIM EL 22.34 NW- 12" IE 20.12 SW- 8" HE 19.50 CB32 - TYPE is DESIGN DW (EXIST) CB48 - TYPE 1 RIM EL 22.88 RIM EL 22.85 SE- IE 20.48 Si 8" IE 19.30 SW- IE 20.53 NW- 8" IE 19.30 Ni 8" IE 19.30 CB33 - TYPE 1 (EXIST) RIM EL 22.58 CB49 - TYPE 1 W- IE 21.21 RIM EL 22.70 E- IE 21.21 SIT- 8" IE 19.53 CB34 - TYPE 1 (EXIST) C850 - TYPE 1 RIM EL 22.58 RIM EL 22.86 E- IE 21.51 E- B" HE 19.42 NW- 8" IE 19.42 CB35 - TYPE 1 (EXIST) RIM EL 22.58 CB51 - TYPE 1 W- 20.79 RIM EL 22.70 E- 20.79 W- B" IE 19.49 CB36 - TYPE 1 (EXIST) CB52- TYPE 1 RIM EL 22.58 RIM EL 22.00 E- 21.09 NW- 8" IE 20.89 W SEE DETAIL 2 ON SHEET 2 REFERENCE DRAWINGS R 41700Q D-20891 SITE PLAN D-20892 TEMPORARY EROSION/SEDIMENT CONTROL PLAN .15'-0" FIRE D-20894 GRADING AND FENCING PLAN MAIN EASMENT #8407260401 D-20896 FOUNDATION PLAN D-20897 STRUCTURAL PLAN DEVELOPMENT ENGINEERING jchavez 07/26/20;01 0 ��Q Know what's below. CBll before you dig. THIS DRAWING SUPERSEDES D-5424_01 CITY OF RENTON R-417008 WO NUMBER: 141005363 DRAINAGE REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS PLAN SHUFFLETON SUBSTATION DATE PUGET SUBSTATION DRAWING NO REV CADD SOUND ENGINEERING D -2 08 9 5 ENGINEER ENERGY DEPARTMENT SHEET: 01 OF 02 REVIEWED SGLE: 1":20'-0" CLASS: SI TE FILE NO: APPROVED CADD NO: D-20895_01.d9n CODE: SHE 3 2 1 INTERNAL US E G D A