Loading...
HomeMy WebLinkAboutTED4102349.15Irr M N H ' � z � N a 1 �7 a z A � �a J Y rn N N N Y Cyr! a Q o�� z zU z e- o S N 0 U O Ln W W N w a Z 0 J 0 7- N Qo J M I I 1 In li m o c oQ a� Q, LLJ �LLJ y3U n, Ln o> O zN 0 N Z LLJ Q Q ULLJ 0ry JLLJ IL ry OO w Q r �0 CD a Z - z ui Lw W a a ®_1 O m U 0 0 G) O O O LC) U z 0 0 cn � o 5; ry 0 N N N 0 00 0 U w O w Z oLLJ J li - - - _ N87'26'45 "W 504.52' 15' WATER EASEMENT-7 1 0 � I I E=14.00 N 71955.1 2 t- E 54292.2 8 PCP D 0.4' 6 „T IE= 4.50 I I II I� A4 I CB TYPE 1 P GRT EL=16.70 IE=14.00 / N 71878.0 E 54284.3 6" D IE 14.50 I i 3 I I � i S "TD E=14.50 2 �e 5 N OTES: 1. FOR SURVEY CONTROL INFORMATION REFER 5. REFER TO DRAWINGS 1 C(D)800-1 C(D)802 FOR TO DRAWING G5. STORM DRAINAGE DETAILS. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS © CAP TEE FOR FUTURE CONNECTION TO BUILDING REFER TO DRAWINGS G4 THROUGH G7. DOWNSPOUTS. BRANCH OF TEE SHALL BE 4". 3. FOR STORM DRAINAGE NOTES REFER TO 7� ALLOW FOR FUTURE CONNECTION TO BUILDING DRAWING 1 C(D)800. DOWNSPOUT (TO SOUTH). 4_ PROFILES OF STORM DRAINAGE PIPING ARE SHOWN BEGINNING ON DRAWING 1 C(D)600. -rfD-*D-J.P g AS114-BU . ..Jf 1 Llu)L:D l D I UwbJ.uwV OCl CB TYPE 30 LID EL=18.50 IE=17.75 N 71890.1 N E 54345.4 2O 28.3LF-6"DI RWL @ 0.53% OC2 CB TYPE 30 LID EL=18.50 IE=1 7.60 N 71874.8 E 54321.7 O4 33.8LF-4"PVC SD @ 0.65% 5O 42.4LF-4"PVC SD @ 0.52% O D1a - CB TYPE 50 GRT EL=17.00 IE=16.17 N 71948.6 E 54386.4 O7 D1b CB TYPE 50 GRT EL=17.00 IE=16.17 N 71916.4 E 54425.5 (D8F1 CB TYPE 50 GRT EL=1 6.50 IE=15.67 N 71982.8 E 54437.2 Nr� � = . ■ 'A��`�J; �I EImEfilimi"', IiA1�. OMICRON 9110 MR-mm ® KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LIC'ENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS RECOMMENDED BY ;RECORD DRAWING; FOR APPROVAL BY 1 4m=mmm===m====mmmmNo* 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. 4E., W.I. -ry *0'AY �g9�