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HomeMy WebLinkAboutSWP2703296.8X X 5 X X X X N X X X I INSTALL 4" SIDE SEWER MIN DEPTH 2 FT AT RISER TO NEW PUMP HOUSE - CORE DRILL SSMH APPROX IE=297.0 (ABOVE SHELF) i 1 I � SEI'_ I' U RV EX SSW (BURIED) RIM EL= 500.79 IE CENT R=296..0 ,moo NEW ROCKERY TERRACE USE FLAT ONE-MAN ROCK APPX 12"x18"x6" FENCE NUMBER OF LEVELS MAY VARY-\ on/ / / c) S r \ 5 CON�VSLAB� 'CONTRACTOR SHALL DIGGING V LL FENCE A D GE STRUCTURES, MINIMI PUMP HOUSE AREA CLEARING AND RECONSTRUCTION — PLAN SCALE: 1 "=5'-O" N ."^ o� O N 4j, a GRADE TO COLLECT DRAINAGE FROM UNDER 6" TOPSOIL FENCE AND SEED NEW CATCH BASIN 0 U N s m� CROSS SECITION o S NOT TO SCALE E IHC Consultants, LLC 20 Third Avenue, Suite 1200 eattle, Washington 98104-1820 D6.505.3400 D6.505.3406 (fax) ww.bhcconsultants.com 2" DEPTH GRIND, OR SAWCUT AND REMOVE 1' V 2.5' 1' 1' MIN MIN MIN MIN MIN TYP 2" H MA 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' a TIJ B a v V PUMP HOUSE AREA CONSTRUCTION NOTES a -------------------- c 0 — Q 4 REMOVE EX GATE, SALVAGE WOOD FOR REBUILD IF a c c D POSSIBLE, REBUILD TO MATCH EXISTING. I O PROTECT 8'-6" WOOD FENCE AND GARAGE F U� FROM DAMAGE DURING CONSTRUCTION ((nn 6 NEW LOCATION F`0 ) i LOT �-3 REMOVE TREE AND ROCKS AROUND BASE AND a -EX PUMP HOUSE DISPOSE. FILL HOLE WITH NEW GRAVEL AND I CONCRETE SLAB TO MATCH EXISTING SLAB (WASHED U I j w� GARA(--7 BURIED GAS, ELEC, SLAB VENT LINE ROCK SURFACE). I LOCATIONS ARE BEST ESTIMATE ACTUAL LOCATION MAY DIFFER ® REMOVE ROCK PADS AND TIMBERS. 3 REMOVE TREE DISPOSE OF AS DIRECTED. nTi 8 n. ' AND ROCKS O { 5 REMOVE PLAIN CONC SLAB APPX 28'x7' TO JOINT irlWITH OLDER EXPOSED AGGREGATE SLAB WEST OF -J 2 EDGE OF SLAB 1 GARAGE. 0- — f ' © RELOCATE EX PUMP HOUSE AND ALL INTERNAL '—NEW SEWER RISER I D RAI NA EQUIPMENT (FILTER, HEATER, CHLORINATOR, ETC.) -EX PUMP HOUSE AND UTILITY CONNECTIONS TO NEW LOCATION. SOUTH SIDE OF PUMP HOUSE WIILL 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 4 9 \/ 1� � � PRIOR H 0 PN�STALI.ATION.ERTY NER AND CITY APPROVAL Q7 INSTALL SIDESEWER BY CORE DRILLING SSMH 7F USE SMALL_ EQUIPMENT/HAND IP1ti1ENT/HAND ABOVE SHELF IN SSMH. EXTEND NEW SS PIPE TO [-NEW STq�iM� PIFpE`�EEN EDGE OF PUMP HOUSE SLAB. INSTALL RISER FOR WITHOUT dAMkGlt7�" JACENT WASH WATER DISCHARGE. ZE TRENCH WIDTH NEEDED. 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 RECOMMENDED FOR APPROVAL BY •Z s�o� BY REVISION i NTZ TRENCH EXCAVATION PAY LIMIT 4'-0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH �\ BACKFILL MATERIAL NATIVE IF IT MEETS SPECS, OR IMPORT PER SECTION 9-03.19 (I I I I I (BANK RUN GRAVEL). PIPE ZONE MATERIAL PER WSDOT 2006 SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING F-- NEW UTILITY PIPE REPAIR ANY DAMAGE TO EX ROCKERY AND GRAVEL DRAIN LINE MATCH EXISTING ROCK APPX 12"x8" on% y r-,n�11 i 0 � r / EX SSM ,( (BURIED) RIM EL= 00.79 IE CENT R=296.0 oo INSTALL NEW ROCKERY TERRACE AROUND CB SEE CROSS-SECTION - oN ONO ROCKERY REPAIR AND CONSTRUCTION — PLAN NOT TO SCALE �\ EXCAVATION OF UNSUITABLE SOIL / (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING SECTION 9-13.6 QUARRY SPALLS D-329608 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 SCALE '"`'"° 99' - CITY OF AS NOTED RENTON ONEM AT RU sG+E Planning/Building/Public Works Dept. F wr ow Nm SCALE ACCORDIMLY >,6/ CALL 3 WORKING DAYS BEFORE YOU DIG 1— 800— 424— 5555 DAM CITY OF RENTON 07-25-08 DAYTON AVE NE/NE 22ND STLDB001 DRAINAGE IMPROVEMENT PROJECT OPAWM NM MISCELLANEOUS DETAILS C - 5 SHM. 8 of 8