Loading...
HomeMy WebLinkAboutD-329608X x x x X X X X X I 01 0 s a ti IV, � 5 ` N INSTALL 4" SIDE SEWER MIN DEPTH.I/ 2 FT AT RISER TO NEW PUMP HOUSE — �I CORE DRILL SSMH APPROX IE =297.0 (ABOVE SHELF)---,.,, II Q l � SEA � S U RVd NEW ROCKERY TERRACE USE FLAT ONE —MAN ROCK APPX 12 "x 18 "x6" NUMBER OF LEVELS MAY VARY -\ 2N 6" TOPSOIL AND SEED - PUMP HOUSE AREA CLEARING AND RECONSTRUCTION - PLAN SCALE: 1 " =5' -0" FENCE GRADE TO COLLECT DRAINAGE FROM UNDER FENCE NEW CATCH BASIN CROSS SECITON NOT i0 SCALE ;: imm 2" DEPTH GRIND, OR SAWCUT AND REMOVE 1' 1' 2.5' MIN MIN MIN MIN N TYP 2" HMA CLASS 1/2 ACP CLASS* *MINIMUM ACP CLASS 'E' OR 'B' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" CLASS 'E' OR 'B' RESIDENTIAL ACCESS STREETS — 2" CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE PER CITY OF RENTON STANDARD DETAIL: H032 -1 m REVISION PUMP HOUSE AREA CONSTRUCTION NOTES Q1 REMOVE EX GATE, SALVAGE WOOD FOR REBUILD IF POSSIBLE, REBUILD TO MATCH EXISTING. �2 PROTECT 8' -6" WOOD FENCE AND GARAGE FROM DAMAGE DURING CONSTRUCTION Q3 REMOVE TREE AND ROCKS AROUND BASE AND DISPOSE. FILL HOLE WITH NEW GRAVEL AND CONCRETE SLAB TO MATCH EXISTING SLAB (WASHED ROCK SURFACE). ® REMOVE ROCK PADS AND TIMBERS. DISPOSE OF AS DIRECTED. ® REMOVE PLAIN CONC SLAB APPX 28'x7' TO JOINT WITH OLDER EXPOSED AGGREGATE SLAB WEST OF GARAGE. © RELOCATE EX PUMP HOUSE AND ALL INTERNAL EQUIPMENT (FILTER, HEATER, CHLORINATOR, ETC.) AND UTILITY CONNECTIONS TO NEW LOCATION. SOUTH SIDE OF PUMP HOUSE MILL BE LOCATED APPX 12 -18 INCHES NORTH OF THE WASHED ROCK SLAB. CONTRACTOR SHALL LAY OUT LOCATION OF PUMP HOUSE, EQUIPMENT, AND SERVICE CONNECTIONS FOR THE PROPERTY OWNER AND CITY APPROVAL PRIOR TO INSTALLATION. O7 INSTALL SIDESEWER BY CORE DRILLING SSMH ABOVE SHELF IN SSMH. EXTEND NEW SS PIPE TO EDGE OF PUMP HOUSE SLAB. INSTALL RISER FOR WASH WATER DISCHARGE. pie REPAIR ANY DAMAGE TO EX ROCKERY AND GRAVEL DRAIN LINE MATCH EXISTING ROCK APPX 12 "x8" TRENCH EXCAVATION PAY LIMIT 4' -0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH III BACKFILL MATERIAL INSTALL NEW ROCKERY TERRACE AROUND CB SEE CROSS — SECTION — NATIVE IT MEETS SPCS, IMPORT IF PER SECTION 9 03.109 I i BANK RUN GRAVEL). V I I I Iii I II1 i PIPE ZONE MATERIAL PER WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING ROCKERY REPAIR AND CONSTRUCTION - PLA4 NOT TO SCALE NEW UTILITY PIPE /— EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED i BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING SECTION 9 -13.6 QUARRY SPALLS i •.1. NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. TYPICAL TRENCH BEDDING AND BACKFILL NOT TO SCALE CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 om CITY OF RENTON 07 -25 -08 DAYTON AVE NE /NE 22ND ST �"m- DRAINAGE IMPROVEMENT PROJECT Comm mm MISCELLANEOUS DETAILS C -5 $ op s L — It 0 o�