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HomeMy WebLinkAboutHRSM#3_C6.1-LINE A PLAN & PROFILE Lf) 00 L0 N j cy) O � 00 cis � z 0 � cn Q w 0 30' 60' LLI Z SCALE 1" = 30' J O J GRAVITY IRRIGATION KEYNOTES < CONNECT TO EXISTING WEIR STRUCTURE WITH 15" rn O SDR-35. INVERT CALCULATED AT 2560.00'. INSTALL 15" V (� SDR-35 FLUSH WITH WEIR STRUCTURE AND GROUT DES �O .4-1/ O / \ \\ �\ O AROUND PIPE UNTIL FLUSH WITH RIM OF WEIR Z / STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING 11 O p�E / IIIJJJ WEIR STRUCTURE INVERT. CONTRACTOR TO CONTACT `J ENGINEER OF RECORD FOR REDESIGN IF DISCREPANCIES E i 63 OCCUR. W 1 Q / Id V Id V Id V \ hd�� Id �� / 1 Id -V \ =\ \ dt Id - ® Id -V < SEE SHEET C6.3 FOR PI CROSSING SOUTH PROFILE. w O 0 SEE SHEET C6.3 FOR PI CROSSING NORTH PROFILE. O LL CD CD m Wm 0 Q Mif) All) •Hit) alt) aI� MR p3 1 • s •• 4�6P --aRFM OOH00 1 W •® . U GIRRMH 4 3 - - - - a� .�,�s 177' STA: 5+49.14 LINE A p 15 ADS GI GIR 0 wd GIR D d V - - N I d GIR I d -V O I I id R � 4 v 3+Pg GIR GIR 2+00 \ ,,, 2 180. w bi 154 BOG- 0e GIRRMH 3 -0- GIRRMH 2 Lj- STA: 1+70.50 ! O moo \ STA: 0+86.42 O LLI ® \ v� LINE A PROFILE W 6+00 5+00 4+00 3+00 2+00 1+00 0+00 LL- 2570 2570 C) VERTICAL SCALE W � 0 3' 6' SCALE 1" = 3' Z 2565 2565 FINISHED GROUND � 84.43 LF 12" GIRR ® 1.50% _ _ _ _ EXISTING GROUND � � - - - - � � 0 82.07 LF 12" GIRR @ 0.15% 376.60 LF 12" GIRR © 0.15% < LLJ 4" PIRR CROSSING W oo Z I �o z HYDRAULIC GRADE LINE ' � °O z L r� M o w 30" GIRR MH 3 30" GIRR MH 2 w o o 0- 1+7 .50 0.0' c� RIM 2563.5t u') (D w o �i 4" PIRR CROSSING RIM 563.8t � 0+86.42 0.0'L z a Q z m N o 0 2555 30" GIRR MH 4 2555 5+49.14 0.0' 30" GIRR MH 1 w Y Y o RIM 2561.5f 12" 2556.99-SE 12" IN 2557.12-SE 0+00.00 0.0' w ¢ U o . LLJ 12" IN 2556.43-SE 12" OUT NO SUMP NO SUMP OUT 2557.12-NW RIM 2564.5f o w 12" OUT 2556.43-W 15" IN 2560.00-SE �2 00 NO SUMP 12" OUT 2558.39-NW m o i 8" WATER MAIN THROUGH 16" STEEL SLEEVE NO SUMP z u LLJ 8" SEWER MAIN THROUGH Q w < w 0 U 0 LL- cil 16" STEEL SLEEVE 2550 8 2550 �ss\o NA L tic NOTES: 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED m PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP a NOT APPROVED UNLESS OTHERWISE CALLED OUT. 06/26/25 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS F R CONSTRUCOTI N OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. Tq TE OF\OPT 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5' OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. 2545 2545 SHEET 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 C6 . 1