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HomeMy WebLinkAboutS-364002CL (L (L A PORTION OF SEC. 4, TWP. 23 Ill RGE. E., W.M., KING COUNTY WASHINGTON X CC z � z 0 w 0� 0 a. z Z 00l, we SMH #2 N Er 0 0 3X: _j SEE MECHANICAL FOR CONTINUATION IE=374.94 386 384 382 380 378 376 374 372 370 368 366 I FF=382.04 SENT. COORDINATE WITH MECHANICAL SEE MECHANICAL FOR CONTINUATION IE= 37�.24 GREASE INTERCEPTOR 950 GAL SEE MECHANICAL FOR CONTINUATION F= 376.24 GRAPHIC SCALE 0 10 20 40 FEET i 1111MENE1 1" = 20 FEET SECTION A-A SCALE: HORIZONTAL I" = 20' VERTICAL I' = 5' 394 392 390 388 386 394 382 380 378 376 374 372 ............ FLOOR = 2.04 5 LF 6' as -1394 LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y PROPOSED ---AT-GENTEF IJNE-OF-PPE — - I---- CENTERLINE-OF­ PIPE- )VC ®2.20% ---FLOOR- 2:04�- PROPOSED -- ----- An CLEANOUT-#5- STA. 60+00, ------- _T — ----- ___ j 390 - -NEW B SlV --3�75.8O r-12 1_111 6' PVC 2.00% IF-- T 6- 78; 388 PVC - _90 7-LF-6'_1 'T.. KIFW-8!-STQRM IF 377.73 ROPOSED GRADE kOPOSED GRADE STORM- T �IF �377.50 C LIN F-M:P ,f E�1 11'386 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY z6Q+1IA2,67,7.Ki__ STA-.604-19.55, =3 7_ PVC-0-o 88% - - -- j - 6.28% ------ _11E 378.24-(6 -5)_ --- --- --- - - II sMIAO - ICLEANOU 42— 384 - ------ ._STA..49,+9I — - - - - - -- - - - - SSMH§2. TYPE 1-0:L- RIM=382.00 02.1 - 2% NEW-1 -------------- ---- 11 - ------ E-3 STA:50+50.93 382 380 L----- -RIM-- 381[­.57— 1+ NEW- ROOF DRAIN 1E---37337-(6`�� KIW�38r4l- _F: -378 POINT-OF CONNECTION - - NEW 10* ATER PROPOSED EL - - ------------ - EX-.­E_�372-30�"E)­-- AT CENTERLINE OF PIPE STI IQ A' 7' — — ---- --------- Ex-1E=3-7n ------------- 374 . STA,59+93142, __-NEW-IE 37-2.-30--("F)-- - 1E=376.24 (6" W) 'F 37616__ CENTERLINE OF P! AT CENTERLINE OF PIPE 1372 c! ST1NG__ELEVaON__ l0 O O m Cl! M GRAPHIC SCALE 0 10 20 40 FEET i 1111MENE1 1" = 20 FEET SECTION A-A SCALE: HORIZONTAL I" = 20' VERTICAL I' = 5' 394 392 390 388 386 394 382 380 378 376 374 372 ............ 7/2V//Z as -1394 LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y PROPOSED FINISH----- CENTERLINE-OF­ PIPE- S.. ---FLOOR- 2:04�- PROPOSED -- ----- 5. LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO CLEANOUT-#5- STA. 60+00, ------- -A-T-CENTERLIN"F-PIPE ----- ------ ------- j 390 6. FILL will CLEAN WATER PRIOR TO START UP OF SYSTEM --3�75.8O r-12 1_111 6' PVC 2.00% IF-- T 6- 78; 388 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 7-LF-6'_1 I -----POINT-OE_CONNEC7ION- CLEANOUT-#4- RiM=-382-.76 - - 11'386 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY z6Q+1IA2,67,7.Ki__ STA-.604-19.55, =3 j - 6.28% ------ _11E 378.24-(6 -5)_ --- --- --- - - II sMIAO - --373.21_(60 CORE DRILL & INSTALL 384 Neighbors — - - - - - -- - - - - �QOT & RECHA L-MR 02.1 - 2% NEW-1 -------------- ---- 11 - ------ E-3 TER 7.75-- 382 380 NEW- ROOF DRAIN NEW-8--STORM- STA:60+34... JE379.06 IE�i375.-O -378 -IE -37-7.65- - NEW 10* ATER 376 6� -----.3-77.75 — — ---- POINT-OF CONNECTION- __GREA____ INTERCEPTOR ------ 374 . STA,59+93142, IN IE=376.40 PROPOSED ELEVATION__- ---OUT -AT 1E=376.24 (6" W) 'F 37616__ CENTERLINE OF P! 1372 ST1NG__ELEVaON__ AT CENTERLINE OF PIKE M 60+00 61+GO SEWER PROFILE SCALE: HORIZONTAL I" = 20' VERTICAL 1" = 5' Chocked for Compliance to City 24"0 LOCKING FRAME & COVER CLR ACCESS OPNGS 'ADJUST TO GRADE AIR & GAS TIGHT 2 PLCS < GROUT BOTH SIDES A PRECAST BAFFLE 4' THK— OUTLET THK Li 7 1 TIE0o, 'E�SLOT E PLAN MEW BOTH SIDES r j1_1 _ R LB W I I _� TOP COVER NOT SHOWN FOR CLARITY 50+00 51+00 52+00 SECIION A SEWER PROFILE SCALE: HORIZONTAL 1' = 20' GREASE INTERCEPTOR - 950 GAL. UTILITY V VERTICAL 1" = 5' ni NOT TO SCALE me] z1:014,11101ki BY I DATE I APPR I KELLY AS NOTED TDS 7/2V//Z as D. NASON LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y D. GAVIN NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI-318-83 BUILDING CODE A ASTM C-857 MINIMUM STRUCTURAL DESIGN 7/2V//Z LOADING FOR UNDERGROUND PRECAST CONCRETE (310 Engineers UTILITY STRUCTURES" S.. Structural Engineers 5. LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO 6. FILL will CLEAN WATER PRIOR TO START UP OF SYSTEM Me Landscape A rchitects 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES Commun ty Planners 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY Land Surveyors SEPARATE SIDE SEWER Neighbors CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 2 Is eT 7 0 L �C1� © ©u 0 N(Ala TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 99403 253.383.2422 TEL 1 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Dori EARLY CHILDHOOD LEARNING CENTER 6-22-2012 RENTON SCHOOL DISTRICT 1pm PRIVATE SANITARY SEWER PLAN AND PROFILE ,.5-3 ICJ