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HomeMy WebLinkAboutR-422121m a LIP cV N N N w J L_ N N� ` \\ \\ \\ \ \\ \\ \ \ ��, �� \ WATER AND SEWER PLANS HEREIN N ELECTRICAL LINE PER ELECTRICAL PLANS ARE SHOWN ONLY FOR REFERENCE. ' \ SEE APPROVED SOOS CREEK WATER AND SEWER PLANS W U) `� ° \ \ \ \\ \\ \\ \\ \\ `\ \\ \ // z \ \ \ \ \ \ \ \\ \ / O 41 2.8 \ \ \ �REASE TRAP D00 .1 RIM=413. 7 \ \ � d�,� \ � � \ \ \ 24'\4 PLA IC F� 3' x\3' co Box ° \E 3" I\VC=41 60 (N \\ o0 o\\�sz°\ \\ `j . \ \ \ \ \ IL\ 4" PV1�=41 1\ (SN \ 0 z \ \ �° \ \ \ \ \ FJ \ \�� �f ♦ \ \ / \ DOOR. 12 ♦ \ ♦ P \ s\ I Q \ \ \ \ \ \ \ \ \ ♦ \\ / 75 \ \ \ LU p c ° ---�E 422.80 CONCRETE STAIRS \ ♦ a / \ / \ PER LANDSCAPE a \ \ 412.81 DOOR.13 �� ° ��:� ♦ CONCRETE PAVEMENT t PER LANDSCAPE / i a �♦ ♦ \ \ \ \ \ ° CONNECT 4" SANITARY SIDE SEWER d'\ \ \ a ° TO BUILDING PER MECHANICAL /� ��♦♦ IE 418.92 a '6 0' ° a a ♦ ALIGN CONCRETE j,5b. \ \ \ \ \ \ /a a \ %♦ WITH BUILDING 5\ o \ \ \\\ 0 � \ - ; WALL � j CO 0' a 6% TERRACED PLANTERS, \ \ \ ° 6" \ a ♦� OUTDOOR SEAT STEPS ° 10 a +� \ AND EX TUNNEL PER \ \ \ \ / ♦ STRUCTURAL AND 2.5" GAS LINE a \ \ \ / a as \\ ♦♦�♦♦ LANDSCAPE PLANS (TYP) PER MECHANICAL PLANS a \\ \ \ \\SD B, R I \ I E\ 1 ° a ° ♦ ♦ ♦ a ° \ IE a ♦ %♦ 88LF4"SS©2.0%MIN a \ \ zn I ; ° 14" \ 4 ♦ I ♦ ♦ � SS#7 6" SSCO d = ___ _—=% ♦ RIM 422.45 m IE 418.02 a a -� F� •� NOTES: SDCB, RIM=412.1 n ° IE 6" CONC=410.71 NE) ° 4 a a ° ��G ¢ J IE 6" CONC=410.53 (N / / 1. CONCRETE FINISH AND JOINTIN( F •!' IE 6" CONC=410.51 (S) / PER LANDSCAPE IE 6" CONC=410.51 5, 2. PROPOSED GAS LINE RE -ROUT[ ( E) a ° / PER MECHANICAL PLANS CONNECT TO EX 4" SANITARY SIDE > N 10 0 5 10 20 I Scale 111=10' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING ' CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 l4L CATCH BASIN TYPE 2 AREA DRAIN C STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE -------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS - FRENCH DRAIN ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH WATER FITTINGS WATER SERVICE LINES WATER SERVICE LINES <\> 0 / SEWER PER MECHANICAL , KEY MAP Iv ° / 4 R- PAVERS PER // �G�� 412.85 LANDSCAPE � ,, 422121 1 , DOOR. F� �,�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS / a \ O IT- 0 N Q J 00 C) i N 00 N O N U �, 412.80 a 0 CONCRETE PAVEMENT F�°� • DEVELOPMENT ENGINEERING ff ® J DOOR.14 (NP) �% ��G \� Know what's below. Michael Sippo 01 /27/2023 a SDCB, RIM=412.69 / IE 6" CONC=411.01 (NE) F��\ / , Call before you dig- -TERMINUS UNKNOWN �' Dial 811 m .����J. A Z) WASly �'`�J SURVEYED: SCALE: DATE: Su to 232 101 Ave o ti o �� VERTICAL NA 1 1988 83/1 CITY O F LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU 7' �/ \ C� HORIZONTAL NAD 1983/1991 � Z DESIGNED: t.R Seattle, WA 98101 16426128TH AVE SE FIELDBOOK: p. 206.725.1211 RENTON PAGE: CIVIL PERMIT RESPONSE 0 26 2 DRAWN: RENTON, WA 98058 DRAWING NO: f. 206.973,5344 � �'F 6° �� DATUM R�.ONE INCH orF �sTE PERMIT RE -SUBMITTAL 2 12 22 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITIES + PAVING PLAN AREA F2— C 3.2 E engineering pllc www•Ipdengineering.com �UNAL EN .�Z N0. REVISION BY DATE APPR C NOT ONE INCH APPROVED: SCALE ACCORDINGLY SHEET: 21 OF, 64 w NORTH SCIENCE + COURTYARD 0_