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HomeMy WebLinkAboutC-3 - DETAILS SHEET 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. w C) LEGEND — — — Section Line ® Property Boundary Line Lot Line — — — — — — — Easement Line ------EP------ Existing Edge of Pavement p Existing .Top Back Vertical Curb -_. . ..___.. Existing Top Back Curb m _............ .... :..:;{;..._..............._...- Existing Lip of Gutter O 7.0' MIN 4.0' 7.0' MIN FLUSH W/ SIDEWALK ... Existing Back of Walk VERTICAL CURB ,.,. ,: SNOISIA38 �::................. ....... Existing Face of Walk 0000 0000 0000 x o000 �v __...._._ Existing Fence N N N 12:1 MAX 0000 g g 0000 12:1 MAX 4" 3/4" MiNUS CRUSHEDAGGREGATE TOP SOIL " R=1/2" TYP. Existing Sewer 0000 0000 - - L;------------ Existing Storm Drain o- CL 0000 ^N 0000 0000 0000 � 0000 0000 8" OF 6" MINUS PITRUN 6» CEMENT - - - u - Existing Underground Telephone GROUT FG PAVEMENT >- - -- W -- Existing Water m m TOP WALK=FG PVT+6" COMPACT UPPER 6" OF SUBGRADE (,A,",' coC) TOP WALK=FG PVT+6" TO N07 LESS THAN 95% OF Existing Underground Gas Z w m FG PAVEMENT AS SHOWN _ _ U TOP WALK FLUSH WITH g P Pe TOP WALK FLUSH WITH FG PAVEMENT AS SHOWN MAXIMUM DRY DENSITY, ASTM D698 - Existing TO Of Slope PAVEMENT _ PAVEMENT TRUNCATED DOMES SEE E'XTRCI u cum ._...................... EXISting Toe NTS GENERAL NOTE 24 PA p/EM T SECT/ON OQ Natural Ground Contour Line (FOR PRIVATE PARKING LOT AND DRIVE AISLES) ADA PEDESTRIAN RAMP _ Existing Sanitary Sewer Manhole o o U GRADING SCHEMATICS N.T.S. j Existing Storm Drain Manhole O O Sand & Grease Trap w U) 16 z o N.r.s Eam Existing Catch Basin o U 0 Existing2' 0 Catch basin En o fQ :'; Existing Monitoring Well a Existing Gate Valve Existing Fire Hydrant t� ID Existing PI Valve I u Existing Sprinkler Box {� fir'?2.0' DIA. CAST IRON Existing Telephone Riser \ \`� MANHOLE RING & GRATED LID ( CONTRACTOR TO ADD GRADE 1,000 SAND AND GREASE TRAP SEE PLAN t- - Existing Electric Meter RINGS AS NECESSARY TO FOR SiZE AND ORIENTATION, BOISE VAULT Existing Gas Valve Meter ADJUST RIM TO PROPER OR EQUIVALENT APPROVED BY ENGINEER. r g ELEVATION. t:; Existing ABC SEE PLAN FOR LENGTH & WIDTH Existing Roof Drain TP 1.27' MIN Test Pit _._ Existing Water Service SLOTTED 12" PIPE W END CAP 7-1/2" � S=o.1o% MAX. -- Existing Gas Service >' 2" WASHED r.~ DRAJN ROCK •:••R.• 69 Benchmark (TBM) SEE PLAN FOR ORIENTATION Calculated Point AND ELEVATIONS ® Found Aluminum Cap Monument WRAP SIDES AND TOP OF TRENCHES (500 2'-7" WITH MIRAFI 140-N, OR EQUIVALENT 0 Found Brass Cap Monument E 3" -.m 3.0' ASTM C-33 O FILTER SAND Found 112" iron Pin 5' NOTE: EXCAVATE TO FREE DRAINING P Deciduous Tree MATERIAL. IF GROUNDWATER IS .. a ENCOUNTERED (AS REVEALED BY TYPICAL SCHEMA TIC OVER-EXCAVATION). NOTIFY DESIGN Fire Hydran t 1= GREASE FOR SEEPAGE BED REDESIGN. Z 2'-9" 5'-0" Gp EASE TRAP WELL IVELL MAINTAIN A MINIMUM OF 3' OF ® Gate Valve C' SEPERA77ON BETWEEN BOTTOM OF UZ .® DRAIN ROCK AND SEASONAL HIGH Sand & Grease Trap GROUND WATER. O O 4" � O 3" $ Sanitary Sewer Manhole CNCr Z Z O N N S 8" Sanitary Sewer Mainline C O ® 9' SL 4" Sanitary Sewer Lateral Z O 1000 GALLON SAND & GREASE TRAP W 8" Water Mainline PROFILE NTS WS Water Service FG Finish Grade Asphalt FG LOG Finish Grade Lip of Gutter GB Grade Break MX Match Existing cr_ (Jom C1 '. W OF J. F— Uj LU Lu NOT APPROVED FOR CONSTRUCTION Z Lu ul o Z