Loading...
HomeMy WebLinkAboutR-422104CO z O 0 0 Q 0 z Q z O Q N z ry W 0 O ��75 VJ 0 ry W m z J w Q z w U_ \ y \ \\ \\ \ \ \\ \\ TEMPORARILY PLUG OUTLET PIPE AND /� �\ / �v / \ INSTALL TEMPORARY SUMP AND PUMP i J TO PUMP CONSTRUCTION STORMWATER \ \ \\ APPROXIMATE LOCATION OF \\\ TO HOLDING TANKS AS NECESSARY FOR BAKER TANK OR APPROVED SEDIMENT SETTLING \ \ \ EQUAL FOR SEDIMENT \ EX CB TO BE MAINTAINED \ \ SETTLING OF CONSTRUCTION . PLUG INLET IN CB WHERE PIPES ARE TO \\ \\ \ \ STORMWATER \\ \ BE REMOVED \ \ \ \ TREE PROTECTION �2 / N \ \ \ \ SAVE AND \ FENCING o \ \ \ PROTECT EX REMOVE EX 6" STORM / LIMIT OF WORK \ \ \ \ \ \ LIGHTING REMOVE EX / \ \ \ \ \ \ \ 12" STORM (TYP) \ \ \ \ \ \ �REAs� TRA \ \may REMOVE EX STORM CLEANOUTS \ \ \ y \ \ \ \ RIM=413. 7 \ \\ / i \ \ \ 24'\sb R. IC , �, \ REMOVE EX 6 STORM \ y\ \ \ Fes'. \. \ \ 3' x\3' co Bo� \� o� \E 3" I\VC= 1 60 (N� y \ �° �REMOVE EX GAS LINE REFER Co \ \ \ IN 4" PVC=411 (s) \ \ \ TO MECHANICAL PLANS FOR °o REMOVE EX ELECTRICAL LINES \ ' Q o \ \ \ \ °� y \ \ ADDITIONAL DEMOLITION NOTES ` ° \ \ \, \ 0 \ \ �s \ 7° :� �° \ SEE ELECTRICAL (TYP) AND PROPOSED REROUTE ( yam \ \ / \ / \ \ \ \ \ P \ P uP PROPOSED BUILDING -� '—' / OUTLINE ���� \ 412.87 \'° \ \ \ \ \ \ UP \ l " F%�6� / DOOR.12 \ \ \ \ \ \ \ \ V REMOVE EX STORM (\ o �/ \ e \ \ MANHOLE \� \ \ / ,�°may C_ SAVE AND PROTECT \ \ \ \ G \ PORTION OF EX \ \ � c \ c \ FRENCH DRAIN TO \\ \ p REMAIN `y \ S \SD \ SD Sp \ \ �\ REMOVE EX STORM SD SAVE AND PROTECT y \\ \ c' \\ \—� SD \ �—�S �c '. EX GREASE TRAP -- Tr) PPKAAIN 412.81 SAVE AND PROTECT 'OOR.13 DOWNSPOUT CONNECTION REMOVE EX 6" STORM LINE REMOVE EX DRYWELL 100 REMOVE EX CONCRETE TO NEAREST JOINT (TYP) REFER TO MECHANICAL PLANS FOR EX GAS LINE DEMOLITION AND REPLACEMENT �y REMOVE EX 6" STORM LINE REMOVE EX y CONCRETE y 10" REMOVE EX EDGNG-SDI/ SDCB, RIM=412.1 \ IE 6" CONC=410. 1 NE) IE 6" CONC=410. (N IE 6" CONC=410.51 S ) IE 6" CONC=410.51 ( E) REMOVE EX� CONCRETE HANDRAIL 412.80 DOOR.14 -J J '—REMOVE AND REPLACE EX IRRIGATION VALVE BOXES. COORDINATE WITH LANDSCAPE FOR REPLACEMENT, CONNECTION, AND LOCATION / I \ +I 6" \ so \ SD REMOVE EX EDGING sD INSERT CATCH I — BAS I N� -REMOVE EX 6" STORM LINE REMOVE EX DRYWELL REMOVE EX STAIRS 421.14 DOOR. 1 6 REMOVE EX RETAINING WALL REMOVE EX 6" STORM REMOVE EX HANDRAILS (TYP OF 3) VMN HANDRAILS REMOVE EX COLUMNS (TYP OF 2) REMOVE EX CONCRETE SAWCUT AT NEAREST JOINT REFER TO ARCH PLANS FOR DEMO AROUND EX TUNNEL TO REMAIN REMOVE EX DOWNSPOUT AND 6" STORM LINE 412.85 D SAVE AND PROTECT EX CB TO REMAIN J. A� 1932 First Ave 7� �yF W �SNi��� Suite 201 � t� z�� Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 y �F ISTER�� �FSSIONEE AL engineering pllc www•Ipdengineering.com _1I,�1/"_ N0. SDCB, RIM=412.69 IE 6" CONC=411.01 (NE) —TERMINUS UNKNOWN CIVIL PERMIT RESPONSE PERMIT RE —SUBMITTAL REVISION REMOVE EX — FRENCH DRAIN 421.14 DOOR.17 REMOVE EX LIGHT POLE REMOVE EX FOOTING DRAIN REMOVE EX DOWNSPOUT CONNECTION AND EX 6" STORM SURVEYED: DESIGNED: 0/26/2 DRAWN: 2/ 1 2/2 CHECKED: BY DATE AP P R APPROVED: NOTES: 1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM PROTECT EX GRAVEL EXISTING DRAWINGS AND FIELD SURVEY. TRENCHES AT PARKING 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, STALLS (TYP OF 4) CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND 24,200 GALLON CAPACITY (SOUTH \ DISTURBANCE AREA) BAKER TANKS AS NECESSARY FOR \ STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE \ FROM SITE. \ 4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION \ FENCING AS NECESSARY TO SECURE SITE. 5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF yyyy SITE AND ALONG ROUTE PER COR STD PLAN 216.30. \ 6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY \ AND RAIN LEADER DEMOLITION NOTES. \ 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN. / REMOVE EX TREE SAVE AND PROTECT I L\ ` EX LIGHTING y I c \ \\ \ k \ I v REMOVE EX STORM MANHOLE \ \ \ SAVE AND PROTECT EX Ix \ STORM MANHOLE VA \ \ PLUG EX 6" INLET (SW) \ \ \ CID `r0 „ P y \ SAVE AND PROTECT \ EX WATER LINE \ \ i y \ \ \ B, F \ I E\ 1 IE 0 \ \ REMOVE EX �Y`, LANDSCAPE ROCKS \ SA (TYP) RIM-421 79 y 4' X 6' FULL OF WATER y �. SAVE AND PROTECT PORTION OF EX FRENCH DRAIN TO REMAIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FAG' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-422104 M N O N Q 10 0 5 10 20 I I I I I J Scale 1=10' LEGEND — — PROPERTY LINE — _ EX CONTOUR (INDEX) 00 M EX CONTOUR Q o EX BUILDING O l 1 PROPOSED BUILDING OUTLINE N BUILDING/STRUCTURE REMOVAL N SAWCUT LINE a_ ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE y y EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION Cfl Ln EX CURB TO BE REMOVED 00 O. . . . so EX UTILITY TO BE REMOVED O IS CATCH BASIN INSERT N N LIMITS OF WORK U KEY MAP N Know what's below. Call before you dig. Dial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 ' Q CH G m 0 DATE: LU LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 16426128TH AVE SE PIAELDBOOK: RENTON, WA 98058 DRAWING NO: TESC + DEMOLITION PLAN AREA F2-NORTH SCIENCE C1.2 E + COURTYARD SHEET: 4 OF, 64 �