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HomeMy WebLinkAbout0959.95.9711SAN2.DGN 13 !1 - ' _ _ .:;n. ,. • ...' r 14 Sty. )t•D5.19 ' � � n N C _ ` `\ �" E Al V E - - - - - -- _-...- _ -- - - - - - - - - . _• . _.- . .._... - - - _ YDRANT - . ._ - .— ......-.._ .._ -.._. - ......_ - - .-..FR_E . '•'` H_.. -_.__ _. _....._ .......__._..._.__.._... _ _._.._..._.._. _ _...... _ . y •\ , ��•, _ cn OL aj pjG F N Urn rn "a. <.Z•a? is ` -' � I Q.11 ' .• 1 LAST REVISION DATE:9 /26 1995 ' 12 ` A'+ . ;'� SCALE: PLAN: 1" ■ 50' PROFILE: VERTICAL kA HORIZONT 1" 50' " 1 � a � ' �, `�+ ; CLEAN OUT CART PATH ti ' • INV. 149.73 TRANSFORMER PAD os F�OA e'S , �' \ �' NOTE! CLUBHOUSE KITCHEN WASTE SHALL BE ROUMD THROUGH GREASE TRAP ( � j � !Gi•' � f � �'-__. _ ....i 'i � � `mil 1. +fiH01.!5 %. L-�. + i _ .. .. ? SSD RISER CLEAN OUT 750.74 (/ J cr- I 1 47Z �1C o. _ . _ ; ; • , \ -io i i � 025 !' t FRE HYDRANT NOTES , n n n 6' GATE VALVES + jt LENGTHS OF PIPES INDICATED ARE FROM CENTER TO DUN t DIG BLIND" CENTER OF STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS. Q ►— t � ', ' s ' , 1 •' "'/ / CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PERMIT ISSUING AGENCIES WITHIN THE TIME GRANULAR P F S BY THAT AGENCY PRIOR TO BEGINNING BACKF ILL SPECIFIED Q ° CD �' Q t ,, `, � Q� REOUIRFD i , CONSTRUCTION. 1 -800- 382 -5544 n CALL BEFORE YOU DIG x v • • (4i /. r'Ir�f ����1��: :�Gi /t ��r.; � ) ��11' /{ ', `iv •I,, M, --- � .\''Y: `, 1GCArt:fl - ry c;! �a..,v 01 G AVI-L 1., l �iY I... �i,! r l : � "I: I. ! i. Y /i� ;'tiri: .' ! •'F ' 765 765 14 T:C.- 753.50 SANITARY MANHOLE 13 T. C. 12 T.C.- 752.89 ' SANITARY MANHOLE ANA ARf- Y MANHO 760 NEENAH R-1642 NEENAH R-1642 NEENAH R-%42 760 PROPOSED GRADE 755 EXISTING GROUND 755 • - . -, . ; %. ,• , ' "• _ r — —`' '' -- _. _, PROPOSED r , ;,.• �;. , , GRADE 2" FORCE MAIN (FROM MAINTENANCE BU4LDlNG) 750 750 ' 5.0' (MIN.) 2" FORCE MAIN (FROM RESTROOM FACILITY) ' 6" PVC LATERAL (FROM CLUBHOUSE) INV. 747.05 745 745 8 PVC OUT " (WEST) ' CAUTION: 15" RCP STORM \�������NUINIIyii \ \Nb' Yu�����'� ��`d INV INV. CONCRETE CRADLE TO BE CONSTRUCTED 747.05 0,,,♦L =:� INV. INV. 744.38 744.38 BETWEEN TOP OF STORM AND BOTTOM OF SANITARY. 9500027 740 74 .71 2 742.71 74 0 = - _ o = : ►��E 735 735 400 LF of 8" PVC 0 0.42'/. 400 LF of 8" PVC 0 0.671 730 730 M5E CoWft 941 North Madden Sm kxkap* N 45244 -1061 � 31 �� 725 725 317 634 -3516 FAX DATE= -l— - — 1995 JOB # 720 720 SHEET 7 OF 13 711SAN2.DGN