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Construction_Drawings_Sheet 4_Details Revised
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.© 0 a v w 0 WATER AND NON-POTABLE WATER MAINS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE NO LESS THAN TEN (10) FEET. IN ANY INSTANCE WHERE SUCH SEPARATION IS NOT ACHIEVABLE, THE W FOLLOWING STANDARDS SHALL BE MET: I, L TIME WATER AND NON—POTABLE WATER MANS SHALL BE SEPARATED BY AT LEAST SIX (6) 0 HORIZONTAL FEET MEASURED BETWEEN THE OUTSIDE WALLS OF THE PIPES, AND THE NON-POTABLE MAIN SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS; AND IL THE WATER MAIN SHALL BE A MINIMUM OF EIGHTEEN (18) INCHES ABOVE THE NON—POTABLE >. MAIN. Op PIPE OR FEATURE WHICH SEWER/ WATER SHALL PASS UNDER Z SNOISIA98 45'ELBOW M.J. J N45' ELBOW M.J. 45' ELBOW M.J. N N CL MIN. 18 PVC PVC j. THRUST BLOCK WITH 00 j: m ca REQUIRED LENGTHO OBTAIN WITH EYE BOLTS OR Z Z Y p DEPTH REQUIRED. "DUC LUGS" PER CORTEN ALLTHREAD THRUST BLOCK 45 ELBOW M.J. STAR SEWER & FITTING TO FITTING. (TYPICAL) CORTEN ALLTHREAD WATER DISTRICT 0 U ONE (1) EACH SIDE FITTING.TO FITTING. STANDARD (TYPICAL) TO TIE ASSEMBLY ONE (1) EACH SIDE TOGETHER (TYP). TO TIE ASSEMBLY W TOGETHER. WATER MAIN LOWERING DETAIL q NOT TO SCALE W W i p 0� 1,000 SAND AND GREASE TRAP SEE PLAN 2.0' DIA. CAST IRON FOR SIZE AND ORIENTATION, BOISE VAULT MANHOLE RING & GRATED LID OR EQUIVALENT APPROVED BY ENGINEER. 4.4 CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ADJUST RIM TO PROPER SEE PLAN FOR LENGTH & WIDTH ELEVATION. Q 0 1.71' MIN � SLOTTED 12" PIPE W END CAP ; S 05V. MAX 00 2 1/2" AC PAVEMENT � 2" WASHED {i;ti{fir 7-1/2" DRAIN ROCK SEE PLAN FOR ORIENTATION .. . ` ACA ND ELEVA110NS 4" 3/4" MINUS CRUSHED NO SIDES AND TOP OF TRENCHES 3" AGGREGATE WITH MIRAFI 140-N, OR EQUIVALENT 3.0' ASTM C-33 t 2'-7" FILTER SAND •.. •:. .� 14" OF 6" MINUS P17RUN 3" NOTE: EXCAVATE TO FREE DRAINING V MATERIAL. 1F GROUNDWATER /S ti 0 IS �/p ENCOUNTERED (AS REVEALED BY J 5' COMPACT UPPER 6" OF SUBGRADE TYPICAL rICAL SCHEMA TIC OVER-EXCAVATION). NOTIFY DESIGN J 'C TO NOT LESS THAN 95% OF ENGINEER FOR SEEPAGE BED REDESIGN. O MAXIMUM DRY DENSITY, ASTM D698 GREASE TRAP & DRY WELL MAINTAIN A MINIMUM OF 3' OF SEPERATiON BETWEEN BOTTOM OF Q N NTS DRAIN ROCK AND SEASONAL HIGH 2'-9" 5'-0" PAVEMENT SECTION GROUND WATER. 3 .r SEE GEOTECHNICAL REPORT BY ATLAS TECHNICAL CONSULTANTS a • 2°-s" (FOR PRIVATE PARKING DRIVE) Cc Q C 4" NTS GO •.. ca . R W C _ U m 04 o N N O Z Z 3. O � 1000 GALLON SAND & GREASE TRAPCN PROFILE Q Z � Y NTS p O 0 Z � � p LU 0: :dGF# 7a� �N ^e. 1. 0 UJ 5 � J. ©� rL wa I ct 2-)21 Z.) Ila I- Q Z Q - Z Q Lu Q (01