Laserfiche WebLink
A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />3 <br />a <br />0 0 <br />0 <br />0 <br />N <br />N <br />CY <br />0 <br />U <br />W <br />N <br />U <br />U) <br />0 <br />0 <br />0 <br />6 <br />0 <br />U <br />as <br />V N <br />V V <br />00 <br />N N <br />N N <br />4 <br />TYP <br />KNOW WHATS BELOW <br />CALL BEFORE YOU DIG <br />811 <br />=A=Q AT CI IDEA(` I ( IA/ <br />DETENTION VAULT 1 <br />SECTION A <br />SCALE: 1"=20' HORZ <br />1"=2' VERT <br />12.70 <br />DETENTION VAULT 1 CONSTRUCTION NOTES: <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 />O4 6" PERIMETER FOOTING DRAIN. CONVEYANCE TO BE DETERMINED <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 />Og 12" VENT HOLE, TYPICAL. <br />O24" SQUARE GRATED INLET. SEE STRUCTURAL PLANS. RIM ELEVATIONS PER <br />GRADING PLANS. <br />10 5' 10' METAL GRATED VAULT ACCESS HATCH. SET TOP OF GRATING FLUSH WITH <br />ADJACENT FINISHED GRADES. <br />NOTE: <br />1. SEE STRUCTURAL PLANS FOR ALL STRUCTURAL VAULT DETAILS. <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 BE TAKEN 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 />TOP OF CONCRETE DECK <br />FINISHED GRADE <br />BOTTOM OF CONC DECK=512.70 <br />8 12" OUTLET PIPE <br />IE=501.70 <br />4 <br />TYP <br />RECORD DRAWING <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 <br />Permit Inspector <br />DETENTION VAULT 1 <br />SECTION B <br />SCALE: 1 "=20' HORZ <br />1 "=2' VERT <br />GRATES AT FG SURFACE LOW <br />POINTS INTO VAULT (TYP) <br />9 <br />8 <br />10/22/2024 <br />DAVID EVANS <br />ANDASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />LU <br />z <br />U0 <br />J z_ <br />U� <br />LU <br />2� <br />20 <br />oW <br />U0 <br />>_ LU <br />LU <br />w <br />Q <br />JF <br />v/ <br />J <br />a <br />W <br />C) <br />RECORD <br />DRAWINGS <br />CHECKED BY: JNS <br />DESIGNED BY: AC <br />DRAWN BY: VM <br />FIRST SUBMITTAL DATE: <br />PROJECT NO. <br />281200000004 <br />H <br />H <br />W <br />x <br />W <br />W <br />ILL <br />0 <br />} <br />H <br />callbeforeyoudig.org <br />RECORD DRAWINGS <br />DATE: 09-26-2024 <br />SHEET NO. <br />C900 <br />