Laserfiche WebLink
11 <br />L <br />----------- . ....... . ....... - -------- ------- <br />lk", <br />lo <br />7D <br />20 th S WEE T <br />ID <br />T <br />Z. . ...... . .... . ..... <br />< <br />LIJ <br />z <br />.......... . . .................... <br />7g,7SwDr ------ <br />ry 81 42' <br />71 <br />"--PA4,5 <br />_77 XO <br />_X -------- <br />C N IACTOR TO CONTRACTOR TO <br />0 Tp <br />OT CT <br />6e, . ... .. -'I-R E <br />< EXISTING TREE <br />0�� 9. PROTECT EXISTING TREE <br />0 71 PROPOSED CONTROL <br />0 STRUCTURE. SEE DETAIL <br />-SHEET. <br />0 DEMOLISH AND REMOVE is <br />> EXISTING CHAIN LINK s �js <br />< 3S 79.75 7950 <br />r FENCE BACKSTOP is <br />80.01, <br />3 (50.0 <br />< j'a.5 <br />-9.0 <br />o TOP' 80.70 4- (90. <br />-80.25 <br />OS: 80.37 0 <br />m 0 SED SKATE PARK LE <br />80.0 0 0 C V: 75.50 <br />z om�r 80.5 <br />(n Fri <br />E B 2. 2 <br />Q <br />TOP:80.5 <br />cvc <br />�V,� <br />EOS: 0 <br />-co 0 <br />-a �-77 50 <br />CL 82.0 <br />U o 0\­78.75 6 <br />80.i5:-X <br />0 i <br />N, .0 PROP FLARED <br />�0> <br />END SECTION <br />6\01 <br />6' PVC INV: 74.00 <br />0 2. 6 <br />c�\ <br />Y o RIM B WL <br />E S' .1 <br />o EL: 82. 0 <br />JOP: 80.0' 80.81 <br />EOS: 80.66 Bj,5 <br />8 0, <br />.01 13A.0 <br />LIMITS OF SKATE PARK CONSTRUCTION. ' , 0 1 t I <br />80.75 8c).5 / (? /At,-, <br />PROPOSED SPOT ELEVATIONS AND CONTOURS\ Fq TOP: 80.62 7 N, <br />SHOWN WITHIN ARE FORAOUGH GRADING 80.50 EOS: 80.29 <br />PURPOSES ONLY. SPECIALIZED SKATE PARK 8 .66 OP: 79.39 (0* <br />Ln c, <br />CON CTOR TO SET FINAL GRADES BASED ON <br />D� GN AND CONSTRUCTION PRINCIPALS. c1r /V <br />ISI <br />THEIrR 1 80.48 <br />V) 0- <br />805 80.40 0 <br />qo, <br />N <br />'j, <br />R16. TOP: 80. <br />79. STORMWATER POND <br />CONTRACTOR TO EOS- <br />80.29 <br />a PROTECT E)aSTING TREE <br />Q) _p� R20.0' Q . . 82., TOB: EL, 78.5 (0.131 AC) <br />N. . . . . . . . . . . . <br />PROPOSED CONCRETE 80,2Q. TOP: 79. BOP: EL, 74.0 (0.036 AC) <br />0 <br />SIDEWALK PER FDOT 1 0 957 <br />Ar EO$:79. <br />L WEIR EL: 78.0 <br />INDEX#310 81.01 <br />4L 5 <br />DHWL: 78.04 <br />Cc b R24.0' TOP: �9.65 Ili V ov. <br />8z. o EOS: 79.32 <br />80.78 81 SHWL: 72.0 <br />R58.0' *4. 6 9 <br />Go 01.0 <br />.0 <br />0 81.01 <br />4,E. .53 <br />R50.0' <br />0. Boo <br />81.35 <br />7D 79.50 <br />79.85 <br />I%r R5.0'. SF* LQ <br />CONTRACTOR TO <br />'84:4 81.3 <br />PROTECT EXISTING TREE <br />E 81.43 SF 79.77 79.25 <br />411 <br />Lo co <br />79,00 <br />c� <br />sp <br />R20.0' <br />0 ..... <br />SF <br />0 SF <br />x <br />x <br />M.E. 81.62 <br />c� A 'rCRADnOADV Q11 'r CCKWIC OCC r%L". 11 0 CLJCCr <br />0 <br />E x <br />Q) waft ftft <br />z <br />ftft <br />Ld <br />(-D x <br />< "I . I b. Q1%b <br />*oft <br />c: "oft <br />z c <br />< <br />0 <br />x <br />Lj <br />(n L <br />0 <br />C3 x <br />_j <br />_Y <br />X� <br />R1 <br />X_ <br />Q) <br />_c o <br />4_1 0Cl a) 'k <br />N 4 <br />_c <br />cf) X <br />0 <br />0 <br />A <br />M L <br />GRAPHIC SCALE IN FEET <br />0 10 20 40 <br />LEGEND <br />PROJECTLIMITS <br />LIMITS OF SKATE PARK <br />EXISTING SPOT ELEVATION <br />EXISTING CONTOUR <br />_37.5- <br />PROPOSED CONTOUR <br />PROPOSED DRAINAGE SWALE <br />40.03 <br />PROPOSED SPOT GRADE <br />TOP: TOP OF PAVEMENT <br />EOS: EDGE OF SURFACE <br />1.00y <br />PROPOSED DRAINAGE SLOPE <br />PROPOSED CROSS SECTION <br />c <br />C SEE PLAN SHEET C200 <br />APPROXIMATE LOCATION OF BORING <br />(SEE GEOTECHNICAL REPORT) <br />m <br />Li <br />0 <br />V) <br />5: <br />Ld <br />Q:� <br />I I I I I I I I Z15 I <br />C'4 <br />cj <br />U- <br />W <br />u- <br />0 <br />< M 0 <br />G ;!: �f; <br />0 183 <br />c) <br />L/� to <br />V) uj 'q- < <br />7 <br />z C14 <br />V) co <br />< <br />z Lu 00 Z <br />w Of <br />0 P� L�j 0 <br />U) z <br />0 <br />m <br />uJ ::1 a- _j <br />_j <br />< <br />ED <br />N <br />0 <br />@ Z <br />u6 <br />(D <br />%A <br />C= <br />jD <br />w - - cl�j <br />cn crpo <br />0 S-jg <br />J. <br />10 <br />0 <br />0 Ln 0 <br />LLJ <br />Lij <br />or) U) <br />< m <br />< <br />a M <br />< 00 00 Ld Ld <br />ui z <br />Ld <br />0 Ld x M <br />V) 0 1 0 <br />z <br />z <br />Z < CL <br />> (.9 UJ <br />z <br />LLJ z <br />F_ <br />U) <br />o <br />E <br />0 <br />U) LLJ <br />.j <br />< o>- <br />LL 17 <br />0 <br />w <br />af Lu <br />>. uJ < <br />"17 0- N <br />U, <br />0 __j <br />w _j <br />N U) >- <br />LLJ <br />SHEET NUMBER <br />ci 00 <br />