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Home My WebLink AboutR-400311co 0 I O I W c� n U 0 0 O I 0 to w w U) 0 0 a U i W U Q ry ry Ld - w� V)a N z �M Nam= t� W O 0 n o�ry � "0 a_0)Of t:L.i LL1 LLJ M �:2Q QFz z J LLJ 0 N CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS 0 1/Y [13mm] LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' VJj pKTS - IAI'Ys APART ON 231/16' (586mm) DIA B.C. T �9 RENTON AHEAD OF THE CURVE DRAIN (1)1" (25mm) \ DIA PICKHOLE 1 114• [32mm) LETTERING PLAN VIEW 25" DIA. [635mm] 1" ram] 3/4' � [19mm] 8 3/4' 2 1/2' [222mm] [64mm] TYP COVER SECTION VIEW 26 V2" DIA [673mm] 25 1/4' DIA [641 mm] 1 1116" [27mm] 1/4" (6mm) DIA NEOPRENE GASKET 6" [152mm] 518" 23 318" DIA CL OPEN [16mm] [594mm] 27 5116" DIA [694mm] _ 34 118" DIA [867mm] FRAME SECTION VIEW SEC. 09, T 23 N. COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8'-11 x 1.5 ss RUBBER WASHER EON BOLTING DETAIL 1/4" [6mm] 11116" [27mm] (3mm] tre" [R3mm] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. �® PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 =�� DEPARTMENT 8 MARCH 2008 -INCH DIA. --WITH ADA COMPATIBLE 10 00-FT OCKING METAL IS G ATE TYP. I � PIPE TD E INSTALLED WITA UNSET LANE PROJ C BY CI OF I I ss -- BED OUT B H D SID LK B - ` \ bD _n - JP CE �CCESS = I - �N 3 T 03 T - I . VENTS BUILDING TELOW_ r - DETENTION VAULT SCALE 1" = 5' 12.8-FT BUILDING ABOVE R n.5 F w n,4 #6 BARS @ 7" SPACING 20" x 24', 24"DIAM., 48"DIAM.M. J OR 54" DIAM. HOLE 2" (TYP.) I-- 12 _ 1" MIN. 12"MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24/ 24"DIAM., 48" DIAM.M. OR 54" DIAM. HOLE 2" (TYP. I 1' MIN. 2 112" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE i 2" (TYP.) 1• MIN. 21/2" MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 21 1 2 � s� 48" MIN. ECCENTRIC CONE SECTION 12• (TYP.) Q io in 12" PREFABRICATED LADDER 12" MIN. 6 z o, STEP ,jp;2R 3p. h 34. �W OR 12" QONE #3 BAR HOOP ONE #3 BAR HOOP FOR 6" 4" I� TWO #3 BAR HOOPS FOR 12'O S' CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60 ®� DEPARTMENT DRAINAGE STRUCTURES {ARCH 20OF limits of pipe compaction 1'.0. 0.150.D. min. limits of pipe compaction Q 0.650.D. min. gravel backfill _gravel backfill for for pipe bedding foundations when specified A. Metal and Concrete Pipe fan span span 3. nlaz max max 404QD) 0.15 rise min. limits of pipe compaction465 rise min. gravel backfill gravel backfill for for pipe bedding foundations when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals T; at which point 3' shall be used. ' T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". W (see note 4) limit of pipe zone bedding material c for flexible pipe (see note 6) m O.D. foundation level ` A = 4" min. 27' I.D. and under 6" min., over 27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 z I.D. = 18". 5. Trench backfill shall conform to "Backftlling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. ®Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 48" STD. PLAN - 220.00 PUBLIC WORKS PIPE COMPACTION 8 DEPARTMENT DESIGN AND BACKFILL 11;1RC'11 2008 ROW FRAME, FLUSH W/STRUCTURE SLAB, INSTALL VENTS INSTALL SOLID COVER WITH LOCKING IN EACH BOLTS SEE COR STD PLAN 204.5 VAULT CORNER BUILDING RIM=336.0 SIDEWALK SEE COR STD PLAN 237.00 FOR ALL REQUIRED CLEARANCES, ITEMS AND NOTES 5-FT 11 DMIC11 a W.J. - a 2.3-FT ELBOW RESTRICTOR SEE COR STD PLAN NO. 237.00 RESTRICTOR SHEAR GATE, SEE CO PLATE WITH 1.90-INCH DIA. ORIFICE STD PLAN 237.30 .� PIPE TO BE INSTALLED 4.0-FT . SEE STRUCTURAL WITH SUNSET LANE FOR VAULT DESIGN INLET PIPE PER PROJECT BY CITY OF MECHANICAL RENTON AND STUBBED WALLS SHALL BE 2-FT WATER PROOF GARAGE ELEV PER OUT BEHIND SIDEWALK ARCH. PLANS IE=328.5 ELEV. 324.5 a 8-INCH DIA. RISER CENTER BOTH 2-FT a ° SIDES 10" SECTION OF PIPE ATTACHED BY as ..... a° ° a GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE WITH HANDHOLDS, STEPS OR 1.75-INCH DIA. ORIFICE LADDER. SEE COR STD PLAN 204.60 �o� DETENTION VAULT SECTION 1-1 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: N.T.S. DATE: DATE: DATE: DATE: R-400311 Know what's below. Cali before you dig.