Laserfiche WebLink
DETENTION VAULT 2 <br />PLAN VIEW <br />SCALE: 1"=20' HORZ <br />NORTH <br />KNOW WHATS BELOW <br />CALL BEFORE YOU DIG <br />811 <br />callbeforeyoudig.org <br />12" OUTLET PIPE <br />I E=507.10 <br />TYP <br />SECTION B <br />SCALE: 1"=20' HORZ <br />1 "=Z VERT <br />A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />MCTCAI-rinki \/A1 II T 7 t-%nKICTDI I(`rInki kin-rCC- <br />F <br />520 <br />520 <br />9LF12"SD <br />33 LF <br />12" SD <br />@ 0.00% <br />ca!2.86% <br />F <br />510 <br />510 <br />86 LF 2" SD <br />@ 1.34% <br />E: 507.10 <br />S#2, 54" TYPE 2 <br />DISPERSION),IM <br />520.10 <br />TRENCH <br />1 <br />: 507.10 (12" IN-W) <br />STORM THROUGH <br />1 <br />: 507.10 (12" OUT-N) <br />WALLS <br />E NOTE 1 <br />E:505.00 <br />C <br />#1, SD <br />O <br />500 <br />500 <br />RI <br />0 <br />IE: <br />506.15 (2" <br />IN -SW) <br />IE: <br />506.15 (2" <br />OUT-E) <br />VAULT 2 OUTLET PROFILE <br />SCALE: 1"=50' HORZ <br />1 "=5' VERT <br />1. INSTALL 18" HDPE SLEEVE FOR STORM PENETRATION THROUGH WALL. <br />2. PLACE FILL OVER STORM PIPE. MAINTAIN 1-FT MIN COVER. <br />FINISHED GRADE <br />PER GRADING <br />PLAN <br />- - <br />- <br />- <br />2 <br />- <br />- <br />0.50' <br />516.10 RISER ELEVATION <br />6" INLET PIPE <br />- <br />- <br />- 6 - - - <br />IE=516.10 <br />0 <br />0 <br />-M <br />- <br />- - - - <br />312' <br />- <br />- <br />- CLEAR - - - <br />5 <br />OUTLET=507.10 <br />- <br />0.50' <br />FLAT VAULT FLOOR=506.60 <br />DETENTION VAULT 2 <br />SEC I iON A <br />SCALE: 1"=20' HORZ <br />1"=2' VERT <br />24" DIAMETER LOCKING MANHOLE FRAME AND GRATE. MARK <br />OCOVERS WITH OSHA CONFINED SPACE WARNING. <br />SEE STRUCTURAL PLANS RIM EL PER GRADING PLAN <br />OLID PER STRUCTURAL PLANS <br />OLADDER RUNGS AT EACH ACCESS PORTAL <br />6" PERIMETER FOOTING DRAIN. CONVEYANCE TO BE DETERMINED <br />0 <br />OPCC FLOOR SLAB PER STRUCTURAL PLANS <br />OPROVIDE KNOCKOUTS FOR INLET AND OUTLET STORM PIPES. LOCATIONS TO BE <br />DETERMINED <br />OSTRUCTURAL WALL, TYP. SIZE AND LOCATION OF OPENINGS BY STRUCTURAL <br />ENGINEER TO BE DETERMINED. <br />O12" VENT HOLE, TYPICAL. <br />O5' 10' METAL GRATED VAULT ACCESS HATCH. SET TOP OF GRATING FLUSH WITH <br />ADJACENT FINISHED GRADES. <br />NOTE: <br />INSPECTION AND TESTING <br />1. GEO-TECH SHALL BE ON SITE FOR FOOTING EXCAVATION AND TO VERIFY <br />SOIL CONDITIONS. <br />2. THE ENGINEER OR TESTING LAB SHALL CHECK FORMS AND STEEL TO VERIFY <br />CONFORMANCE TO THE DWGS BEFORE PLACEMENT OF CONCRETE. A <br />REPORT WILL BE SUBMITTED TO THE CITY ALONG WITH THE AS -BUILT <br />DWG SUBMITTALS. <br />3. THE TESTING LAB SHALL BE ON SITE AT THE TIME OF CONCRET PLACEMENT. <br />THREE TO FOUR CYLINDERS PER TRUCK WILL BETAKEN AND SHALL REMAIN <br />ON SITE IN ACCORDANCE WITH THE UBC. ONE SLUMP TEST PER TRUCK <br />WILL BE TAKEN. ALL REPORTS AND TESTS WILL BE SUBMITTED TO THE <br />CITY ALONG WITH THE AS -BUILT DWG SUBMITTALS. <br />4. EITHER THE SOILS ENGINEER OR TESTING AGENCY SHALL BE ON SITE AT <br />THE TIME OF BACKFILL TO PROVIDE COMMENTS AND INSPECTION TESTS. <br />ALL TESTS WILL BE SUBMITTED TO THE CITY ALONG WITH THE AS -BUILT <br />DWG SUBMITTALS. <br />wIL <br />a <br />OUTLET OF TEE SECTION SHALL BE J <br />SMOOTHED WALL METAL PIPE WITH zi <br />OUTSIDE DIAMETER q' LESS THAN INSIDE II v <br />DIAMETER OF CONNECTING PIPE <br />12" RISER <br />12" OUTLE PIPE <br />GROUT (TYP) <br />ROUND, SOLID, LOCKING LID MARKED <br />"DRAIN" WITH LOCKING BOLTS <br />STANDARD HDPE STEPS J <br />N PLAN VIEW <br />FINISHED GRADE <br />ORIFICE 3 EL=514.39 <br />DIAMETER=0.50" <br />ORIFICE 2 EL=513.10 <br />DIAMETER=0.71" <br />PIPE SUPPORT: 3"X0.9 GA. BOLTED OR EMBEDDED 2 <br />IN WALL AT MAX. 3" SPACING. SECURE RESTRICTOR <br />TO CATCH BASIN WITH 8 GAUGE ALUMINUM STRAPS <br />AND BOLT TO CATCH BASIN WALL WITH STAINLESS <br />STEEL ANCHOR BOLTS. ONE STRAP ABOVE AND <br />BELOW OUTLET REQUIRED. <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 10/22/2024 <br />Permit Inspector <br />IE: 507.10 J <br />1 12" OUTLET PIPE <br />WELD 12 GA. BOTTOM PLATE WITH <br />0 50" ORIFICE SHARP EDGE <br />SHOP DRILLED IN PLATE. <br />Q <br />0 <br />SHEAR GATE <br />DAVID EVANS <br />ANDASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />w� Everett, WA 98201 <br />o. 425.259.4099 <br />ROUND, SOLID, LOCKING LID MARKED <br />"DRAIN" WITH LOCKING BOLTS <br />FG=520.10 <br />a <br />12" DIAMETER <br />RISER <br />I� STANDARD <br />STEPS OR <br />LADDER <br />220 CAPACITY <br />ALUMINUM LIFT <br />ROD,SECURE <br />TO STEP <br />CLEANOUT WITH 8" <br />SHEAR GATE <br />12" INLET PIPE <br />s° <br />PE II-54" CATCH BASIN <br />SECTION VIEW <br />54" CATCH BASIN <br />FLOW RESTRICTOR - CS 2 <br />PER CITY OF EVERETT STD DTL 415 <br />SCALE: 1 "=2' <br />E: 507.10 <br />RECORD DRAWINGS <br />DATE: 09-26-2024 <br />w <br />z <br />U0 <br />J z_ <br />U� <br />w9 <br />20 <br />OW <br />U0 <br />W <br />LU <br />Y <br />0 <br />m <br />W <br />Q <br />U) <br />Z z <br />O <br />m j <br />0 w <br />w w <br />> Q <br />cj�W 0 <br />IF, <br />v/ <br />J <br />I <br />iT <br />oW <br />� /V <br />11 <br />J <br />as <br />5 Z <br />J <br />ma <br />U <br />I.L <br />O <br />''r^^ <br />v/ <br />RECORD <br />DRAWINGS <br />CHECKED BY: JNS <br />DESIGNED BY: AC <br />DRAWN BY: VM <br />FIRST SUBMITTAL DATE: 09/26/2 <br />PROJECT NO. <br />281200000004 <br />SHEET NO. <br />C10.1 <br />H <br />H <br />LU <br />x <br />LU <br />LU <br />ILL <br />O <br />H <br />L <br />