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HomeMy WebLinkAbout1059.95.5' / r IX INS / f - , t ', - ` 1 T }.fir -_ _ / / /,' ,1 i, � /'' / / • ; I (• J'% ". - ----- _.14J___._.------ ---- .- -fi� w / - C L -' �r-_ - - - -- - s- "_ _ � � V � � ` • i IN, ` r f / / , • i ,' / , ' . i '' ` \ . / Y r : \\ 1 \ f_`/ 1"l I 1 1, 1, ♦' i /, / Ir A f- / %' "/ :Iii 1 ;_: ^.w ' :•!7 - / / i, , /. 1 > f" ' • •- ` ' -1 / / ' ! 1, i, ' -- ' /' r 1 •> �; , I , / = 752.5 , .� • ' f `l jI 1 if ,� \ \ `� \ - / \J �/ ,.• ' 753.4 7 - / ,;. -,,r , �, r / 4 / .'... ' / / J / - - - - - \ _ / / { t• I 'F^a -J _I_ 1 1 `� / J� / ` / _ 751. / T\ r r. f.lt.'`i \ •7 / / `7 / � \ , . " ' / _ , ' 754. -._ .._.._ , ` / ; / GRADING PLAN , x � '/ n / 7 :. 1 -` -_ -, r" �` \`5 __. '�*1, i/• 1�J2 � - : t. 2. l - i. ..... ti IN i . 5 4 75 I v.� / 75 7 751.5 .. / ,. ' I ,� , / 751.4 /+ re c::.rr71 ,; "•,'. i' / ' GENERAL NOTES, S / s FFE.T54.5 \ , T.-, • ; . I 750. \ ' 751.8 752. ,.; � ''�:> ' // `` ,,, ,� ' , 1. M.E. - INDICATES EXISTING SPOT ELEVATION, CONTRACTOR SHALL MATCH EXISTING GRADE AT 754. , �, , r,yY�/ /, �/ THAT POINT. 1 'Pond 7'. / ► 7 1 - 75 .2 , ` '1`;.. ' 'f/ 2. WHERE M.E. (MATCH EXISTING) IS INDICATED ON THE CONSTRUCTION PLANS. FILED T r .' / ' / r I ` , / /'' _ OBSERVATIONS SHOULD BE MADE TO ASSURE POSITIVE DRAINAGE IS ASSURED. / , < ,� - + A/ 751.31 1 /' _ Y: -' �orml Pool El. 7,'45 \ ,: I ti• k \ , , ` . - - -, ; / \ _ - 751. 75 .4 _ / ,' /;' , ,, / 3. EXCESS DIRT TO BE STOCKPILED IN AREAS AS DESIGNATED BY THE DEVELOPER. \ \ 1 / I • ' / ' ' - Bottom El. 37 \ -.,i , , \ ,, / / / , l / r j, f / / , 'r,+ 4. 1�ERDRAIN SHOULD BE CONSTRUCTED WITHIN ALL SWALES AND DITCHES. WITH LESS THAN `\ \ \ ' X ' �, ' / i' i ' ,' \ \ ^ - '• . _ �'� \ \ - ! • 751.4 ,/. 1.0% TO ALLEVIATE DRAINAGE CONCERNS. % 1.3 2. �t / �' /r ,'� 5. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. a / / f \ / / / a \ / y ^� 50. 750• ` \ 5l .1 751.7 / `.' / + / / 753. 751 75 • ' r % ` 6. CHECK BENCHMARK WITH EXISTING GRADES AND EXISTING TOPOGRAPHY BEFORE BEGINNING , ,, � i / \ \ , \ - . • ,; x. ► �... / / , i , f _ , i CONSTRUCTION. ANY D CREPANCIES MUST BE REPORTED TO THE ENGINEER IMMEDIATELY. , 1 < <� I � � ( \ ' •, r � \ 750.9 751.2 t - ',tx ' , t �' /' S 4" _ - - f v f 50•� 751► 7 .3 , // ! „'r.; 7. BEFORE ANY EARTHWORK IIS PERFORMED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL \ 751.2 r SHALL CALL 1-800-382- ...... h 1 __. .._............__._........_..- = ,1 < 7 ! ;`. ' 1', TING UTILITIES WITHIN, BORDERING, T 752. . /�: / , ,� r - 751. E-. ,� ij y ! ! 5544 FORTY-EIGHT (48 ) HOURS PRIOR TO COMMENCEMENT OE'EARTHWORK. 752 \ 1,.4 / - - , ` 751.1 / , ► ; / / / / f, ` / ! ( / , 2 , - 752''` "" ► /� / 1:fi ,++ B. T. C. - INDICATES TOP OF STRUCTURE CASTING OR RIM ELEVATION. t 1_... ,/ , r - -,`I _� j 750.1 i." \ N, 7 .9 / r 1 ! �, , 150 -- \ -- • \ `� � ^ \ ,.} ," -750 / /.. 1 1 3.1 r �.J :', " �.+� -i::. •;� '1)'_I I J l r 1 1 /!f� / \ 1� - "'-- s:c:sri ,+ C �...... •,I\ 1 } �h, , HIP' l/• T �w- { ',' IN, 7 - 73,4 A '7 `_ Al i, / 750. - � >` X -` ' 1 ,' { ' 1 749 /, , � 1 150.'6 1 1 ` \ :. �� 1 \ 1 \` It i, , < % i ' 749. `- 1 1" i 750.8 750 v G > 1 j. s- , � 7 0 � � ' ' 750.5 .•,:..�' � - _ < _.. Ql -' \ , 5 750.8 , /' ,.. <, r� r �O ` 751 750.1 7 _,. / , �� _Q \L >..`. 7'52 H 751.2''x''- r -- /' , cr?or�� LEGEN9 753 _ ~ 754 ' - � - : - � �' , + , < \ ` 755 751.3 a �\ - T ` EXISTING PROPOSED 751.3 STORM SEWER 75 .5 / '! ,' `` - _ - - - - SANITARY SEWER _ �'' - , 1 '•�_ - \ 751. - /ol < / O MANHOLE l• � -"- / ) +• INLET ' ' 751 ` ' 1 LANDSCAPE 750. -. -'�, - - - 1 \ ' t.. T \, END SECTION STORM STR. NO. �I + 751. SANITARY STR. N0. fl , \ , FLOW ARROW ' 51. \ i •I � 1 / CONTOUR 7 1. . L ! 7516 ! 1 I It 7 . \ ,• T \ / ��� 0 SPOT ELEVATION D I P - - - •- - ' ' I xp,r; "i.:a_J °;-1 r w 751. 1 ! �� ^� k. f PRAIRIE fF.rSZO / , 50' 100' VIEW CLUBHOUSE AREA -1 1 Revisions and Dates Designed by: a\`00`�N ,S b� Titk ', -- ilZ�r 1C Qe l0.ctd LrEt .ffe►t>tM (rn►v:t Drown by: � 0, `�' �Yi •%. LN�OSC ''a a 1- . ,` st.M►w. S `9500027 1 1 1 G5 - BENCHMARK: "95 RHP 752 195!' -A USGS DISK SET IN CONCRETE 1 = V STATE or :�� a GRADING PLAN LOCATED 20' N OF CENTERLINE OF 131ST ST AND 80' W , - cne�iced by: ;o*- ,,, ,,, ',,,.. °`, ��� 941 Nor�� Mercian Sheet OF GRAVEL DRIVE TO HSE '6822 ELEVATION: 751,46 t, . IN ON-IN I V D5 ��Fff /o At E� ��``'$ �� iii...- .,AN 3!7 �1- i00til DGN: 711G2