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HomeMy WebLinkAboutC8.2 PRESSURE IRRIGATION DETAILS ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS 2"WASHED DRAIN ROCK TYPE 2 NON WOVEN FILTER FABRIC(ISPWC SECTION 227 6 2050) V MIN OVERLAP AT SEAMS CAP FOR 18"STEEL PIPE W 12" PERFORATED ADS PIPE e ELEV WATER SURFACE ��10/21/25�0 0 F OF p PP z CAP BOLT OR WELD PIPE TOGETHER. ENSURE <//V R(0) 3"OF CLEARANCE ON ALL SIDES o Z O O O O O O O O O O O O O z 12"SCHEDULE 40 STEEL PIPE w L 25.1 18"SCHEDULE 40 STEEL PIPE a BOTTOM 2.50' o c E r o OF POND Y s �i7i, N o —III III III III III III III III III—III III I ` ` °' E o c^b 12"SOLID ADS PIPE TO c Cco 0 °O 10r MIN. WET WELL 3 ob 1 o a oD ` Uc > c o m.a' c N C:J 3 � z CD co cc, U o to co LL K FINISH ELEVATION IRRIGATION INTAKE 18" 24" 4 N w \ SLOPE GRADES SEE POND SECTION DETAIL • \z\\�\\1\ \\\� �\\�\�\\�\\�\\ \\�\\�\\�\\�\\� �\ WELD LINER SEAMS INTO ANCHOR a \�,\ \\ TRENCH AT A MIN. OF 12" o \�\�\�\ WATER LEVEL-SEE SECTION RIP RAP 2'X 2'CONCRETE BASE �� o o 6" Z TYPE 2 NON WOVEN FILTER FABRIC t z 1I MIN OVERLAP AT SEAMS \//\ o 12"PERFORATED ADS PIPE \\/\\/\\/\\/\\/\\/\\ //\//\//\//\//\//\// POND LINER-SEE SPECIFICATIONS /%\/%\��\/%\/%\�i\/%\/%\/ /\\/\\ BACKFILL(LOADER WHEEL _ 2"WASHED DRAIN ROCK nn ° a ° Copyright©2025 Z NOTE: COMPACTED) o o / o 0 o All rights reserved. Reproduction or use in any form o a or by any means without written permission of 2 H Breckon Land Design,Inc.is unlawful and subject to o SEE DETAILS,THIS SHEET FOR ADDITIONAL INFORMATION REGARDING POND SIDE SLOPES, LINER WELD, LINER o o `o o criminal prosecution. W a PROFILES AND PIPE PENETRATION. 0 POND LINER � ' XX.X - — z o 1 o 0 0 BOTTOM OF POND � Y POND OVERFLOW wz L J w ,_,_, 0 ADHESIVE WELD PER INTAKE CROSS SECTION 0 Q 0 N NOTE: HOLE FOR PENETRATION OF MEMBRANE SHALL BE MANUFACTURER'S SPECIFICATIONS5 W J LJJ o cv CUT UNDERSIZED SO THAT STRETCHED LINER FORMS A W 1" FLANGE OVER THE PIPE STAINLESS STEEL CLAMP z o a� w PER MANUFACTURER'S w (5 o SPECIFICATION C O o O w F G) INFLOW/OUTFLOW PIPE(TYP.) v♦)' ^ UJ Qo a C 12" LINER MEMBRANE U BOOT TUBE .. L �18"� c- 0 0 ry LINER MEMBRANE QQ p cC o BOOT APRON (ROLL AS REQ'D) Q v 51 LINER MEMBRANE U I I J CO E - POND LINER PENETRATION w W 0 2 AERATING FOUNTAIN N "O FOUNTAIN NE BE IN O, INC." z � FOUNTAIN TO BE INSTALLED&ANCHORED PER MANUFACTURERS RECOMMENDATIONS. co OPOWER SOURCE(TRANSFORMER)PROVIDED NEXT TO PUMP STATION. CONTRACTORS ARE T N TO PROVIDE ALL ELECTRICAL COMPONENTS REQUIRED TO OPERATE AERATING FOUNTAIN Q r n z v Q INCLUDING, NOT LIMITED TO; PANEL CONTROLS, BREAKER ENCLOSURE, DISCONNECT, C WIRING, RIGID STEEL CONDUIT, OUTLETS AND TIME CLOCK TO CONTROL FOUNTAINSco OPERATION.ALL ENCLOSURES TO BE LOCKABLE AND WATERPROOF.ALL WORK TO COMPLY U z0 PER LOCAL AND NATIONAL ELECTRICAL CODES AND REQUIREMENTS. COORDINATE WITH OUJ I ELECTRICAL. D < PLACE 4"MINUS RIVER COBBLE ON ALLcD r1r SLOPES AROUND THE ENTIRE POND LL PERIMETER.SET ROCK IN 12"SOIL TO w 2746 PREVENT SLIDING. 2746 r n h V 2745 IRRIGATION POND 7ffl/7% POND LEVEL OVERFLOW 2745 7 to 2744 MAX.WATER ELEV.-2744.00' SEE DETAIL 6 THIS SHEET 2744 LU o Dui �Z= n 2743 Al r 2743 O 2742 ADD FILL FROM POND �- J 2742 tn y cWi ? ( 1 r; EXCAVATION. PLACE FILL IN � R Q W W \J 2741 UNIFORM LAYERS NOT TO 2741 C� w c c a g 2 POND LINER ANCHOR TRENCH EXCEED 12"IN DEPTH AND -i Q:v Z W C 2740 — 2740 A Z�W z I r o PER DETAIL 1 THIS SHEET �� COMPACT TO 95%OF MAXIMUM ����� v O d PLACE 4"MINUS RIVER 2739 2739 N ` DRY DENSITY,ASTM 698. COBBLE ON BOTTOM OF ��� cn 2838 FIRST 3 VERTICAL FEET @ 4:1 SLOPE. �� POND. 2 2838 REVISIONS C�_ 2737 BALANCE @ 2:1 SLOPE. �� 1 ��� 2737 No. Date Description 2736 PIPE PENETRATION PER 2736 Q 2735 PVC LINERS&FABRIC-SEE DETAIL 1 THIS SHEET. ��� DETAIL 2 THIS SHEET 2735 0) 2734 BOTTOM OF POND ELEV.-2734.00' 64 2734 ' 2733 2733 N 2732 2732 PR 25027 OJECT o O B oN 2731 POND INTAKE SEE 2731 DRAWN BY: DETAIL 4 THIS SHEET CR r1 C3 POND CROSS SECTION 2 f'� CHECKED BY: DVS JB d 0 10/21/25 ON cv SHEET NUMBER 0 AN U N Q C8.2 co I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15