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HomeMy WebLinkAboutC-4.0 V1FLUSH W/ SIDEWALK--\ �7.0' MIN 4.0' 7.0' MIN VERTICAL CURB 0000 0000 0000 X 0000 12:1 MAX 0000�� 0000 12:1 MAX 0000 M K"+ 0000 0000 0000 0000 0000 0000 0000 'LUSH W/ SIDEWALK TOP WALK-FG SHOWN PVT FG PAVEMENT AJ / \—TOP WALK=FG PVT+6' J TOP WALK FLUSH WITH TOP WALK FLUSH WITH FG PAVEMENT AS SHOWN PAVEMENT PAVEMENT TRUNCATED DOMES SEE GENERAL NOTE 24 ADA PEDESTRIAN RAMP GRADING SCHEMATICS N.TS 2.0' DIA. CAST IRON MANHOLE RING & GRATED LII CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ADJUST RIM TO PROPER ELEVATION. OUTLET SEE PLAN FOR ORIENTATION AND ELEVATIONS 4^ - 1 1 i -6' 6" DEPTH OF 2' OR 3/4" PER ISPWC SETCIONA802. COMPAICT ALTYPICAL SCHEMATIC TO NOT LESS THAN 95X MAXIMUM DB 350 DRY DENSITY" ASTM 0698 2 112- AC 4" 3/4- MINUS CRUSHED AGGREGATE 8" OF 6" MINUS PITRUN COMPACT UPPER 6' OF SUBGRADE TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY, ASTM D698 PAVEMENT SECTION (FOR PRIVATE PARKING LOT AND DRIVE AISLES) N.T.S. 1000 GALLON SAND & GKLASL IKAP PROFILE NTS N RATED LID DO GRADE ,RY TO OPER This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho Standards for Public Works Construction, most current edition of City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. 1,000 SAND AND GREASE TRAP SEE PLAN FOR SIZE AND ORIENTATION, BOISE VAULT OR EQUIVALENT APPROVED BY ENGINEER. SEE PLAN FOR LENGTH & WIDTH 1.27' MIN z 0 a it U LU W LQ O 2' WASHED O 0 U DRAIN ROCK •' `: `?" SEE PLAN FOR ORIENTATION AND ELEVATIONS vj e 12 o� WRAP SIDES AND TOP OF TRENCHES G WITH MIRAFI 140-N, OR EQUIVALENT. Qt 7 R 3.0' ASTM C-33 W '0 FILTER SAND �, o NOTE: EXCAVATE TO FREE DRAINING MATERIAL. IF GROUNDWATER IS ENCOUNTERED (AS REVEALED BYkk TYPICAL SCHEMATIC OVER -EXCAVATION). NOTIFY DESIGN O ENGINEER FOR SEEPAGE BED REDESIGN. 2 GREASE TRAP & DRY WELL MAINTAIN A MINIMUM OF 3' OF SEPERATION BETWEEN BOTTOM OF DRAIN ROCK AND SEASONAL HIGH GROUND WATER. 1On OJ vJ TOP SOIL R=1/2- TYP 6' CEMENT OUT FG PAVEMENT EXTRUDED CURB NTS 00 N 2 5 FR' Ea N m w Oc (A—,921 Q � OF �OPr Q LLd Z '� I- W NOT APPROVED FOR CONSTRUC77ON O