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HomeMy WebLinkAbout04110037.2T.C. =777. r12. T.G.= 775.25 INV= 774.5`7 N & 5 INV =7 ' Y R•Iled - . ,' xRaRe INV= 771.25 Bock Cu�lf Edge of Aephal: B Edge of Aephal ' 1 r = T ' 1 r , ___ ____________ 1 ' W INV =772.76 1 Narth Line, NE/4 Sec. 5 -TI )N -RIE g• of Aphat IB E INV =7761 N8 1303' Se 5 71 713.4 116 h STREET - 116th STREET oO.34'l0'E n '4l'S1'E M) 41.40' ALL CONCRETE WALKS ARE TO HAVE 5• cboiroocw aro °• °`° - -c` - EXPANSION JOINTS AT 30 < -0" MAX. O.C. - c.na <I <sa.wak Concrete can" •Uh+ 45' Hall Right-o'-wc •Der Carmel My E igineer's GN111 �j°�- 50' Proposed Hall,Rl9hl- ,f-woy Per Ca el SE, {NV= 761.42 'si9R OTDI D tm It f 8R Develo meat V pe NO 2" day "L4 T.C.= ., 34 INV= 9 772.24 I � N l I ■I i � - � � III I�I�� i II� �I ���' ' ■i �,��� IM i ilk, ad I so 11I J �7 I ------- - r� ` I oa _ �rwww..�_.. - -- - D y D 554 INV =7 61.4 IIIL'" of 8 f 1115�� " Edu• o' ce+cste AEFAMS U I MEN op r ST 111k . Q� U NMI MEN �flllr.�dl� illy t! �� I n ' _ - 35 Selbock Line I - + < "., , GRAS S � 5 ti 20' STORM EWER AND .� - -_,• a -- 10 nxyl WATER LI EASEMENT 111111 �. - - 1Emyo�i7ammw ;i.G.= 776.90 D.B. 229 PG. 217 R'2° 121111 --- - -- I INV= 772.60 w WI lODI MD ,' __ 10" r NOTE 2 a 10R 10 TO Ow11y111p111� r 1�NR�� �' .. 01 V ar Y• .ar • 0.10[ ft V x Y ner a eta . 7 r�'y'>'_�!.'�. ^''..,fi��� ��� .._ _-- � —.rte— � \ o -__ • c• - - 4 -_____ rvry o • T.G.= 777.02 � ai °r � 7. "' 778.2 '� Awlovl olflwl►.e 12 M. -- w4wrwm»m __. --------- _ . N 77 N ;1� oolrr� M�IwITr M /M.00 8070M =7»072 v 75.15 5� rJd 7 7 7 C 777.86 V 7 4.72 INV - 774.46 n 3 _ - BO 0 - 77).92 BOTTOM = 773.811 ST 1Tw cN N . g. y 4 - --- - -- - -i2 N,E,W 178.82 N,E,W INV = 772.82 3 E %1 6. cE Q 0� -' ` 10' vT �- SINV= 772.92 mp Is 15' cl°Y N Gf ___t � •' Dv NOTE 2 NO'E : 12• C (fI INV= 771j0 +/- EXISTING 9 D v per PLAYGROUND AREA ' , 80 oTE z s, 7 x•,rrK _� w . 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SEE DETAIL r O5 MONOLITHIC CURB AND WALK, SEE DETAIL �= © DRILL AND DOWEL NEW CONCRETE CURB INTO EXISTING o° O TYPICAL CONCRETE STOOP, SEE STRUCTURAL DRAWINGS. �$ 10 EXISTING AND NEW CONCRETE JUNCTION. SEE DETAIL 11 ACCESSIBLE CURB -CUT RAMP; REFER TO DETAIL - ES SHed n} M S89'S0'50 E 164.98' (0) N89'58'29 "E 176.86' M y 1C pk'• F na4 I OWN 1 _ _ 1� I� i iii I ' ' \IINS I %� �A r� ` I oa • �rwww..�_.. I h oa oil e3 } Z of 8 f 6 ' g i/ �o h 0 � /T. AEFAMS U MEN op Q� U NMI MEN R'2° 1 -__ - - HN -_____ rvry o "Mewiln t< «eaa +ab " -`_" """__ _ - 778.2 '� 00 - --------- _ v 75.15 e n N ' � 6. cE V- 174 N C (fI EXISTING 9 PLAYGROUND AREA ' i I 4" • A 4° COMP, SUB -BASE J .:. .:.::.:.: ..::....: T 6X6- W2.9XW2.9 5 CONCRETE WALK 34 " =1 -0" LAYOUT PLAN NOTES O 1AI`E' Is 1 CONCRETE SLAB AND ASPHALT PAVING JUNCTION, SEE DETAILS ELE o 0 6" STANDING CURB SEE DETAIL 2 O3 4" THICK SIDEWALK, SLAB 44 6" THICK CONCRETE SLAB. SEE DETAIL r O5 MONOLITHIC CURB AND WALK, SEE DETAIL �= © DRILL AND DOWEL NEW CONCRETE CURB INTO EXISTING o° O TYPICAL CONCRETE STOOP, SEE STRUCTURAL DRAWINGS. �$ 10 EXISTING AND NEW CONCRETE JUNCTION. SEE DETAIL 11 ACCESSIBLE CURB -CUT RAMP; REFER TO DETAIL - ES SHed n} M S89'S0'50 E 164.98' (0) N89'58'29 "E 176.86' M y 1C pk'• F na4 I OWN 1 _ _ 1� I� i iii I ' ' \IINS I %� �A r� ` I oa • �rwww..�_.. I h oa oil e3 } Z of 8 f 6 ' g i/ �o h 0 � /T. AEFAMS U MEN op Q� U NMI MEN i I 4" • A 4° COMP, SUB -BASE J .:. .:.::.:.: ..::....: T 6X6- W2.9XW2.9 5 CONCRETE WALK 34 " =1 -0" LAYOUT PLAN NOTES O 1AI`E' Is 1 CONCRETE SLAB AND ASPHALT PAVING JUNCTION, SEE DETAILS ELE o 0 6" STANDING CURB SEE DETAIL 2 O3 4" THICK SIDEWALK, SLAB 44 6" THICK CONCRETE SLAB. SEE DETAIL r O5 MONOLITHIC CURB AND WALK, SEE DETAIL �= © DRILL AND DOWEL NEW CONCRETE CURB INTO EXISTING o° O TYPICAL CONCRETE STOOP, SEE STRUCTURAL DRAWINGS. �$ 10 EXISTING AND NEW CONCRETE JUNCTION. SEE DETAIL 11 ACCESSIBLE CURB -CUT RAMP; REFER TO DETAIL - ES SHed n} M S89'S0'50 E 164.98' (0) N89'58'29 "E 176.86' M y 1C pk'• F na4 I OWN 1 _ _ 1� I� i iii I ' ' \IINS I %� a �A r� ` I oa • �rwww..�_.. 1�� h oa U Q V/ Q e3 } Z of 8 f 6 ' g i/ �o h 0 � /T. AEFAMS U C V op a �A r� ?f oa • � h oa U Q V/ Q e3 } Z of 8 f 6 ' g i/ �o h 0 � /T. OVERALL LAYOUT PLAN SCALE: 1" = 30' -D' W i m CO o oa O i Z c O Q U Q V/ Q wWZ } Z aYW w J w v mo Zcc a 2 _I cc U C V op Q� U V o U � O C� W U <� O 26 o Q = 2 cc O J J J L u T < O O e 8 WOODBROOK ELENEMARf 203064.00