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HomeMy WebLinkAboutR-4221203 s �s�F \ 0 412.81 a BIKE RACKS PER \ \ O DOOR.38 LANDSCAPE 'p- 22 LF 6" SS ® 30.0% U) \, z o O 39 O 3� 0 Q 0 z Q z O s°�a A� Ao3`39� A c\ 9Q S N o VC 3g1 2 P Ao z �SFJ i_LI 0 O 0 r / I. LI m z_ J m a M LP cV N N N T-395.99 '=396.9 `39 00 8 S2 ° . 6S w J L� O SM. 48 SSMH v RIM 397.38 O CONNECT TO EX 8" SS f 1 IE 388.15 (6" SE) IN a a d IE 388.15 (8" S) IN a ° EX IE 388.05 (8" NW) OUT \ ,� REPLACE 2' MIN OF EX 8" SS PIPING <1 ° OR TO PIPE JOINT IF WITHIN 5' t1 I \ d zi CONTRACTOR TO FIELD LOCATE EX 6" SS AND WYE INTO 8" SS AT 2.0% MIN \ PROVIDE CLEANOUT ON SIDE SEWER d ° UPSTREAM OF WYE - COORD LOCATION 4 W/INSPECTOR ,,CONTRACTOR TO DOCUMENT LOCATION 0 d ° t RIM 399.86 4 IE 394.75 C`36 FF 397.75 / --CONNECTION TO 2" SANITARY WASTE LINE TO BUILDING CONTRACTOR TO COORDINATE , EXACT LOCATION AND INVERT /WITH MECHANICAL Si d \\ AND ELEVATION OF SIDE SEWER AND WYE p + P . d ,i HEAVY DUTY ASPHALT 1 \ 1201 GPs a a c� PAVEMENT EMENT (TYP) ' ° � _ p o' C; 37 ; VERTICAL CURB \ 1 �I •\ • • / • • r • • • ° \ p zi % � 1 1 o WATER LINE UNDER • SEPARATE PERMIT 1 \ /' •1 d SEE SOOS CREEK 0 1 WATER PLANS (TYP) �i 1 ! �' ° a o SS#� 48" SSMH RIM 397.49IE 388.63 0 1 •� • j: 1\' qP IE 388.63 (6" E) IN 1 . • .. • / IE 388.53 (8" NW) OUT • • 4 �O �P .59 TP=392.9 1 j e 2.5" GAS LIN / MECHANICAL NEW PAVER AREA PER LANDSCAPE LIGHTING PER ELECTRICAL �(T(P OF 4) 397J5 / DOOR.36 79 LF 8" SS � 0.5% 397.75 / DOOR.35 EX DRAINAGE IN UTILITl TO BE ROUTED INTERN WASTE LINE PER MECH, 2.5" GAS LINE PER MECHANICAL PLANS NEW PAVER AREA PER LANDSCAPE LIGHTING PER ELECTRICAL (TYP OF 4) 397.75 / DOOR.36 79 LF 8" SS ®0.5% 397.75 DOOR.35 EX DRAINAGE IN UTILITY TUNNEL TO BE ROUTED INTERNALLY TO WASTE LINE PER MECHANICAL WATER AND SEWER PLANS HEREIN ARE SHOWN ONLY FOR REFERENCE. SEE APPROVED SOOS CREEK WATER AND SEWER PLANS FF 397.7 Imo, v RSA' ` \; ° CONNECT 6" SANITARY SIDE SEWER d \ / ° TO BUILDING PER MECHANICAL - • EXTRUDED CURB FI NOTES: 1. CONCRETE FINISH AND JOINTING PER LANDSCAPE 2. PROPOSED GAS LINE RE-ROUTE PER MECHANICAL PLANS TP=394.85 • p d 88#7 SSCO ��� i ° d a .j \\ RIM 397.79 C; 36 ; (/' a 401.76 ° d ` IE 390.70 (6") /1 DOOR.33 •/• 4 / ° !��/i: \. ° n / - nVFRFI nW NRAINS f c"�S � sus .d d Q / -/ °, 9 / d /✓�. \ d ;' I p �/ SS#5 48" SSMH \ i j°°,\♦♦♦\\ . d a\ \ i L i RIM 399.70 ° /� 4 9 d // ° \\♦♦♦,; ,� d .a a:%// as .\�� c� EX IE 391.93 (8" SE) IN d d \ ��� p a 41E 391.83 (8" W) OUT LF 8" SS ©0.5%� ' \ / \ ad aa\ d a / DREPLACE 2' MIN OF EX 8" =WER LINE TO BE ROUTED a / \ a18 LF 6" SS �lr \ a\� / d ° d d p d / a SS PIPING OR TO PIPE :LOW TUNNEL AT CROSSING n a ° / % �p 2.0% MIN ° ° \ a d JOINT IF WITHIN 5 \ �CKFILL WITH CDF UNDER e / / / \ ° \ \ ° ° P V 2" JNNEL \ ° Q r Jam/ �\4 ° EXISTING WATER i ° ° / / d / EASEMENT (TYP) / 60 LF 8 � , .Q ° \ p d d a ° / d d l SS @ 3.5% d d a \. d N 7 10 0 5 10 20 Scale 1In=10' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING 4 a CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT • HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 (AN7 CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS 46 Q - FRENCH DRAIN ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \O� SSMH WATER FITTINGS WATER SERVICE LINES I WATER SERVICE LINES 4 88#3 48" SSMH CONCRETE PAVEMENT a d RIM 398.27 „ d g KEY MAP N ° d / IE 388.88 (6 NE) IN ° a \ ° d \ _ a jG IE 388.88 (8" E) IN �� " SSMH R 422120 ° IE 388.78 (8 NW) OUT d 48 p IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM 399.80 d a° s d / IE 391.05 (8" E) IN / / O IE 390.95 8" NW OUT I ° (fl O O 0 N Q J 00 O O i N a_ Ln 00 O N �, u ° / 4� ° \ DEVELOPMENT ENGINEERING J d / X TP=395.02 1,zi / 34 LF 8" SS C� 2.3% d s - • Know what's below. Michael Sippo 01/27/2023 cos Call before you dig. ~ / Dial 811 m .���� wAS1.1 SURVEYED: SCALE: 1932 First Ave o ti VERnCAL: NAVD 1988 Q' /, \ CA HORIZONTAL NAD 1983/1991AolftL Suite 201 ,� (� 0 DESIGNED: CITY OF Seattle, WA 98101 VR RENTON p.206.725.1211 CIVIL PERMIT RESPONSE 0 26 2 DRAWN: f. 206.973.5344 �'F 6R�p �� ONE INCH • o� /STE `� PERMIT RE -SUBMITTAL 2 12 2 CHECKED: DATUM NAL ECG\� 7 AT FULL SCALE Planning/Building/Public Works Dept. engineering pllc www.lpdengineering.com _�..�Z N0. REVISION BY DATE APPR C NOT ONE INCH APPROVED: SCALE ACCORDINGLY LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 UTILITIES + PAVING PLAN AREA A-ADMIN DATE. 16 SEPT 2022 W FIELDBOOK: ,,- PAGE: DRAWING NO: C3.1 ] OF: SHEET: 20 64 An 1