Loading...
HomeMy WebLinkAboutR-418821co ASBUILT ACO STORIVIBRIXX INSTALLATION 0 U Cn n N N / N / O O O 00 OF EDENFIELD (SUMPTER) SHORT PLAT � A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. w ~ CITY OF RENTON, KING COUNTY, WASHINGTON Slab base Extension Shaft part#1403— SO Access elate part# 14075— Infiltration Inlet (location based on usage) 12" (300mm) minimum of native backfiII or 3 4" er-us,hedstase at.--- D5% compaction t-�-Q.5L-D1r7 DATE: 08)19)201 I�SLI�: b Finished road surface; biturnen, concrete, etc, (Surface and CL depth to suit engineer's spec) StormBrixx SD Half Unit Side Parcels of tank; part# 314098 (typ for all exterior sides) 6" PEA GRAVEL SUB BASE AT 90% COMPACTION USING A NON VIBRATING ROLLER PLAN " (150mm) minimum of native backfill or 3 r�EiF • stene at 95°Io compaction SECTION PROFILE Concrete load distributien plate (by ethers) Corer and frame part#314056 ion+ Outlet (Optional) Cover Depth (Refer io chart) *Overflow Outlet (Optional) (location based on usage) 18" (4b7rnmy Geotextile fabric (outer) 6oZ minimum around entire perimeter of tank Undisturbed earth base of excavation or made ground with a minimum CBR of 5% and suitable for anticipated load INFILTRATION ATION - STORMBI I X SD HALF LAYER WITH ACCESS PLATES Arizona Tel: 888-490-955 BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. INSTALLATION DRAWING - ACO STORMBRIXX SD e-mail: infoi accusa.com RECORD DRAWINGS AS BUILT REVISION Ohio Tel: 800- 4 -4764 TJS h 0/10/21 BJT I s'uw"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR BJT Installation depths of ACO StorrnBrixx SO M[nimum Installation Location cover depth�4 ft (rrl) Nori-traff ick ed areas i_e_ landscaping {'] 1.65 (0.5) Parking lots, vehicles up to 5,512lbs gross mass 1'1I 128 (0.55) Parking lots, occasional vehicles greater than 0 (0,6) 5,512lbs grass ma5st � Occasional heavy truck traffic up to HS-20 Please consul leading with ACO Maximum cover depth of ACO StormBrixx SD 6.5 ( ) Maximum depth to invert of ACO StormBrixx SD 9.56 ( ) half laver system Notes (1) Assumes 27 degree toad distribution through fill material in overlaying surface asphalt or block pawing (2) Minimum rover depth to avoid accidental damage from jordening/iandscoping work (3) Occasion o I so n itation trucks orsr'mdar vehicles (typically one per week) Please ch eck min lra um frost cover dept s and water table heiahts for aeoor-anhical location ACO StorlmBrlxx SD Half Unit Module 48"x24"x18" [1200x602.5 457€r m (H)] 11.27cufk net volume per module Brick or Cross Banded (where applicable) Part Numbers: Torch Body-314090 &. Tap Cover-314094 8" [1 Mmrr'i IS" (457mml =All systems must be designed and installed to meet or exceed ACO StormBrlxx minimum requirements. Although ACO 5torrnBrixx offers support during the design, review, and construction phases of the module system, it is the ultimate responsibility of the Engineer of Record to design the system in full compliance with all applicable engineering practices, laws, and regulations. ACO, Inc. 825 W. Baechcraft St 9470 Pineowe Drive 4211 Pleawnr Rd, Casa Gfaqde, AZ 85122 Menlnr, OH 44080 Fort Mil I. S0 29708 Tel., 520-421-9988 Tel_ 440.639-72M Tel, 440�639-7230 Fax:52"21-9899 Fax:440-539-7235 Fax:6002-146a WWW.AC05T0RMll3RI X.U5 South Carolina Tel. 800-543-4764 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VEMCAL: NAVD lees HORIZOWAL• NAD 19W/1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 .Alloatib6k CITY OF RENTON Planning/Building/Public Works Dept. 1423 p �� S�ONA L 0/10/20 V E C v Vf = O � � O .� 0 t m C a) C LU cN C N M a' oN M LO O L0 4-7 N N /c�v W U CO r Y R-418821 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ACO STORMBRIXX INSTALLATION EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M O O O O O 6� Q w O O O O O Q J ~ N 0) O T N �O z DATE 10/10/2022 m F-- 0 RELDBOOK: PACE: DRAWING NO. �w c%) SHEEN M GF:47