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HomeMy WebLinkAbout38116 CR 54U 0 U O Q a Q v E 0 C3 0 0 3 6 U C U O co c a 0 z E_ Y a c 0 0 a Q wc: U 0 NN Q . o a 3 c z_ C 3 v.3 c E o a <>; a a U V) o O Q i CV .E 0 a 0 co c7 I � Q Q Q E U O O o c� 7� 0 U CJ O c N o, 0 V) n C U CL U a z' Q 0 o zc: Q o C) 0 z <C a (� 3 l U (n La U o E L 0 ,n N c 0 a 0 c O o 00C I L � 0 cn Q v U C L . a� a) 6 4U tll C_ -c� N c 4 U C7 O v C � 6 in 3 L U � LT O 0 N - mE U O 0 rr- -to ,� \ ( Po �\ \ / \ \ �.5-- eP / \ ,o \ IT fl<48 _ - ----- \ lF \ 1 � I I /�/ ---"_` -= - - - - ____ � - - - -- � - `\ III I �'-- - / � � \ - I \ t� � / \ � \� %�-�\ `•. .�\ \ \\ �\� , 5= --` -' - \ � 105.72 1 10 5 \ \Jd1� I - .,_ -�����o o \ ` I / h� , -14L�q: 09.42 . 4 109 107.E _-_ _ \ \ 104.59 /' w�6= ✓ _ _ 6 \ - ! A IL 05.$0 y 106.68"n ,, I, I o LL r' i 1 Q 107.57 \ \ I 109.5 I 109.66 .22 109.06 • - -- - a / I I \ r , 1 .93 W r I � _ 1 08.37 , - - r _ o / I \ \ y I i \ 107.0 103.53 f 108.43.4 6 • - - J � ' -- - 1 1 \ \ \ \ ,. •, i • i,I �_ ,-, _-- 11 \� - 1 - - - \ � 103.42 I � I \ - \ � \ \ \ � >oso 1 - • \ \ �dl �� \ - �rl ��dl / • f �}3.1f} EP ST-01 \ \ i II v A - • I• I 106.3 - ! _ • \ - I I I � � 11 I I - \ --- 103.39 E 103.89 C II 1 2 III 1 I 102,81 \ \ / \ . :0 i /" 106.45-��, I //I / o I I _ - h FO ti \ I X \ \ \ \ t / - 101. ry? . _/oF 1 '� ' RC �� \ r \ - = ` j\ \ ,\ ` \ / ,,-\I; e •�i i °�, I. I; / I 1 , p. / 5 I I x\ \ \I • • \ / _ Y. I BENCHMARK 12 o . I ^_� • \ \ - , k \ o - - - % A • - / NAIL & DISC IN CURB \ \ / - - \ - . I 106.5 I 1 �` !t - I o EL:10Q.10' NAW88 =• \ / - - _ 103.71E l 1 a -\ \ 106.1i. 2� l I y d x - \ \ : _ \ =\ • __ - I ° I 104.21 T l / - i' I \ + o \ 't o 6 , t \ 1 10a.56 / - - - T 106.30 1- 106.18 66. : t a .. I I - \PIZ �r I \ 3'EP�106.4 101.03 , 6 \ \ f y Vi = z i V I 1 - - i 1 . I .47 EP _ I _ 03 I i I I I q ICI !h I II' 103:97 T� , \ I •- ~ I , �-_ �t -_; h''-`_-. --'•,' / r_ - �%105.56 / /" / ,I ,} 1 \ • ' 105.44 �' - a..} `\ . -�.- � - '� 1, + \ / :,1 _ \ \ \ \ -'' 1X • \ \ \ \ \o\ • - \ \ ' %x I i -� ' ` Viso 1 4.42 10 .9 103.56 voe 04 53 104.02] -103.68 n • - - - - - 'o t�. I 1 t \ \ -^ 101.95. 101.81 A. ILL V. . \ \, i PF F 98.63 C., A W r I 98.75 _\ v \-"• \I y A V „ TI?F �1K7 i- I , I \I. 100.85, - \ \ �- -,. ,, PAVILLICiN - && a - -Adi 0. o I o 1, - I 106, 73 F 98.87 -� / .Q • 2, ' � � l _ 1 L.; ' r \ yoso -`- -TOF \ TI ' .. ,. o � - rz `� • Er :� r\ - !_ I -\-- � 106.63 30.60 , o s i ,I ,. --- - 05.5 CL i I_r'106.16 ti / 104.64 104.95 h- \ \ / i - --- \\.103.24, 105.91 1 : 1 Y I \ � 105. ` � -1- 99.9 3� I ." � \ \ \ � � 1 • � \ � �.,� �, t10 24 � � ., � ,• \ � / �.o--� i j� 106.49 - J l l 98.75 104.5y 3- - - \ ,� 105.42 / - 1 „ 105.38 _.10`}.79" r 106:37 ° 9 84 _ •- _ I �) •-; -r • v. t 1 l 10 i Q dl 105.3t1 - 10 13 _ I - I- / 1 IN J-n \ 1I 4e EX C4N I LINK FENC€ ' J I I LI i I .I ' I EX SIDEWALK \ LEGEND GRAPHIC SCALE IN FEET 0 15 30 60 � PROPERTY BOUNDARY PROPOSED TYPE "D" CURB & GUTTER STANDARD DUTY ASPHALTIC CONCRETE PAVEMENT (FULL REBUILD) " CONCRETE SIDEWALK XX.XX PROPOSED SPOT ELEVATION XX XX Ep EP - EDGE OF PAVEMENT XX.XX.TC TC - TOP OF CURB/CONCRETE ME - MATCH EXISTING PROPOSED STORM STRUCTURE PROPOSED STORM PIPE P Wr P Wr PROPOSED WATERMAIN -POE-POE-POE- PROPOSED OVERHEAD ELECTRIC P SS P S$ PROPOSED SANITARY SEWER x Wm BURIED WATER LINE x BE x BE BURIED ELECTRIC LINE xBT x BT BURIED TELEPHONE LINE x BFO x BFO BURIED FIBER OPTIC x C}E x OE OVERHEAD UTILITY LINE - - - - - - EXISTING STORM LINE x ss x ss SANITARY SEWER FORCE MAIN STORM STRUCTURE TABLE STRUCTURE: DETAILS: TYPE V INLET STA.: 9+99.45 ST-01 RIM:102.89 (E) 18" RCP INV: 95.50 TYPE V INLET STA.: 11 +27.37 ST-02 RIM:103.37 (" 18" RCP INV: 93.73 (NE) 18" RCP INV: 93.73 NOTE: REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE OF EXISTING TREES. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! Know whars below. DIAL 811 Call before you die. SUNSHINE STATE ONE CALL OF FLORIDA, INC. < o F- Z L,J o z z 0 F- v a D w a N z Z 0 d 0 Q C9 0 19 i zCD - r� ro Ln U) M w <L Q b F- z O 0 cn CD cn�oF- cn ¢U �w ON z o z w 0 (7) 0 0 U ZcnwZ z ww�0 ° -j or_, I U) r U) J z 0 o m - Z Chi CD co w N U d z J Q 0 � w a 0 U N 0 = wo DO wCO cn O Q v) m q C)> Q CDm o < O w z z y z J Q in Q U w o o U Q O LL- J �C = 0 r� /' LL tv� W Q WO- W' Q '- W W N 0 CL 0 WLL- � � T i 0 LLJ U N SHEET NUMBER C-61 U C: LEGEND °.per Q j GRAPHIC SCALE IN FEET 0 15 30 60 E / q�� -r i V Uif v A O z q Ref L 2 I \v�VywC vvv �N \� A vVA� VAS "v yv o 8_ A \ \ \N\ ✓, i / \ \ c \ \\ \\\ \\\` \. \ \ \\\ \ \ 18° RCP IErB .i� \ \ \ \ \ \ \\ , \ \ \\ \\ \ z O /� / / � \ \\ \ NAIL &DISC IN " \ A v 1 \ EL. 92 D$' (NAVDB \ y��v.v V / / / / " !-'DfJD vv y V Lev vvv v v v v..A A v Ay o V A /may /' / I / / / / V \ {VAT EXIST. EP Q ° AREA \ \\ \\ \ \\ \ \ I \\ .O\TC \ o V \ \ / �__I\ � VI ��\\ �!`_ �_\'\ \\ � v\\\ \ A\\, \\ \\ �AV \ ,\\V \ \ \V\\\8v ,\\77\v`TP\\C�°\ \ \�\\\\ \ \v • �J x(D 2 v 9�ACCESSIBLE ACCES�& 92.70 EP z PARKING, DETAIL #2 93.3/93.20 T 92.65 % 92.59(SEE SHEET 0/63 FOR DETAILSL ACCESSIBLE ACCESS & 92.53 92.57j PARKING DETAIL#1 993.56 EP 247FC 9 - (SEE SHEET C-63 FOR DETAILS) O, 92.48A9255 O PROPERTY BOUNDARY PROPOSED TYPE "F" CURB & GUTTER PROPOSED TYPE "D" CURB & GUTTER STANDARD DUTY ASPHALTIC CONCRETE PAVEMENT (FULL REBUILD) MILLING & RESURFACING CONCRETE SIDEWALK FDOT ROADWAY PLANS . PROPOSED SPOT ELEVATION XX XX EP EP - EDGE OF PAVEMENT XX.XX TC TC - TOP OF CURB/CONCRETE ME -MATCH EXISTING m PROPOSED STORM STRUCTURE PROPOSED STORM PIPE P WT P Wr PROPOSED WATERMAIN - POE- POE- POE- PROPOSED OVERHEAD ELECTRIC - P ss P ss PROPOSED SANITARY SEWER -- x wT x WT ---- BURIED WATER LINE x BE -- x BE BURIED ELECTRIC LINE x ET - x 3T - BURIED TELEPHONE LINE BF0 x BF o BURIED FIBER OPTIC x of x of OVERHEAD UTILITY LINE - - - - - EXISTING STORM LINE - x ss x ss - SANITARY SEWER FORCE MAIN NOTE: REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION _ �, s�� OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE n I n \.� I i ^,_ - -- - - \ / \ so OF EXISTING TREES. " 103.49 2.36 97:65 'ono � J J / 102.25 C 97.4 97.2 96. 3.93 97.19 97.10 -, �i y CP 3o" IL:,l=.rx' 99'.84 ► - U � p I �} 98.88 �� 17 9 \ O /%k �� / A / O o / o . 10 .00 94.82 Q s ° 98.0 f 95.55 95.2 o O 97.5 o I II i � � / 05.02 � / -� ° " � _ I 1 101.00 I 98.35 � �. � 97.49 � 96.3,6 !- L� I ji/ / / ////���� ' °m,N• 0 q0101.27 iI h, 00.74 I .i1\ PON .95.54 I ' 0 la AREA /X10518 .95 101.197.64 /zxz 105.24 � \ 9661 �I A I j 20 97.80 '// I%� ' 96.77 \ ' �� - - I 100. 0 s I K V �' ' '0A �a.o� S 9 78 100.58 � - I 97.4 ♦� \ V � � /j // <Vi/\ V 1- 7D.64 .03 _ 1 9_83 \ 100.43 oAK to A 100.91 100.49 r - y 95.61 97.76 6.06 \ ® I v r v- -- SEE SPLASH PAD DETAIL #3 i \ 9sm �� m ��$ 9 , -- -- . ON SHEET C-63 999 / j m x 9\ .8 S _, ! o o - - ..- I \ 95.40 b 98.92 93.0 zt / \ x 97.2813, 98.89 Ic�i 96E02 94.3 94.2 1 �?? T \ V A A �- -_ \ / / I / ; A ! ° / v o 'u y n IN n U U ° 0 Lr STORM STRUCTURE TABLE STRUCTURE- DETAILS: TYPE V INLET STA.: 13+16.55 RIM:100.75 ST-03 (SW) 18" RCP INV: 92.08 (NE) 18" RCP INV: 92.08 (SE) 12" PVC INV: 92.85 TYPE V INLET STA.: 15+07.20 ST-04 RIM:96.18 (SW) 18" RCP INV: 88.89 (NE) 18" RCP INV: 88.89 TYPE V INLET STA.: 16+51.61 RIM:92.36 ST-05 (SW) 18" RCP INV: 87.38 (NE) 18" RCP INV: 87.38 (NW) EX. 18" RCP INV: 87. ST. PETE TYPE II PRECAS STA.: 17+77.62 RIM:92.90 ST-06 (SW) 18" RCP INV: 85.23 (NW) 30" RCP INV: 84.23 (SE) 30" RCP INV: 84.23 YARD DRAIN STA.: 13+38.47 RIM: 102.25 YD-1 (NW) 12" PVC INV: 93.49 (W) 10" PVC INV: 93.49 (SE) 8" PVC INV: 93.49 6" SHOWER DRAIN STA.: 13+50.81 YD-1 A RIM: 102.31 (NW) 8" PVC INV: 93.38 YARD DRAIN STA.: 12+82.91 YD-2 RIM:103.19 (E) 10" PVC INV: 94.77 CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC m M r Q O Z W U C z z O IW- U Lj Qe� Z V) Z Z O o Q O ofz r U r1) O 0 C/ _ w � o Q Q z mr Uo O cn o nQo Q Q w o � w z o i^ Q 0 I Z w �1-o O 5 =cnwz z cr- 0 O CU w w I--= Jww cn Li Ycn Li � z Y o� r � o � I Q z N Q Q0 O m cn N Ld N z J a 1- o o _ w Q 0 z m Un 3: o w O N = -D O w O U Do O 1-- N Q m > (� > <m o m o Q� O w z z Y Q cn Q w 0 w � _ o o � Q O J O �- �^^ VJ LL W p W CL 0- N D W U 12 '� O W J =' o� W O N SHEET NUMBER C-62 U C Q) N U O N Q 0 c 0o I a E Y O T 0 0 0 U C 0 'O O <t a c 0 c 0 0 I T m Y T 0 a 0 C, II C 3 o Z o Q o cl- W a Q z ne Q 3 0 o U 3 Z d � E O (/J _O N N L cn C 0 � O (1 U o 0 a � O 0- U) E a U C � O a3 = O N N Q) o 0 o 0 o d' Q C� cn CY I� ry - Q (n ._ 3 Y 0 r• U U N e� 0 0 a d- a N � O 4- N u a� r} a U � L Q � T c J 0 Q a I- W 0 0 z � C Q Of o U o L 0 J m NO o 0 0 0 00 f L a c rl N a U 2 L .� a) V) a) V) O N s U c 0 U C O O C C 0 t cn 3 U -c L 0 0 N M U �o a� 0 96 92 88 84 80 sonsomnlizioi imiAvg �r . rY.Y nY.fnbi j { 241.0' f TRAVEL LANES ( 6.0' CONC. SIDEWALK j MILL & RESURFACE 2.0' SOD } } i / { (� PROPOSED I I i GRADE EL. 91.70 { { j EXIST. GROUND I i DI"� 1 / / EL. 88.17 ( 1 ! -e- _ cn - -- -- / ----------- 1--------- ----- -- =-------- - -- ------ -- --- -- 1--- EL. 87.02 r a t ------------------ I i ------------ ------- - - - -----i---- - - / I { EX. 30" RCP ( I EX. 30" RCP I i I ---------- {---------- --- -------------------- ------------------- _ I - ( I1 --------------- r-- ----------- I I - ------ ---------- I --- -------- ------ - -------------- - I EL I 84.28 4 i EL.82.90 I i I i i t �L. 84.17 L I f , I I -60 -50 -40 -30 -20 -10 0 10 20 17+77.60 STORM CROSSING SCALE: V = 10' HOR. 1"=2' VERT. 30 40 50 60 70 96 92 88 84 80 r 102.78 1A so 102:5 2.70 0' 102.72 to --- 103. G `- 0 102.80 102.89 ��� o��` S 1.42o t 103.29 `� \ 0 / \\ 102.89 o � o � 102.82 1 ^0 103.44 i 1.650/0 1 o I 102.88 102.89 I i 1 103.35 `t 1 � " [ 103.38 0 \ \� o�. \\ fio� \\`OrT 1 HIGH M J ,�y� 103.13 POINT j �a\° �� 103.08 103.03 Q 102.73 --- 08,3010 g3% To 002.98 2�� SPLASH PAD DETAIL #3 SCALE:1" = 10' 2Z Qq 101.5 101.48 M \7 � 1.47% 1 1.52% 101.27 101.20 a I 101.26 v 1.52 "1.`a4% 101.44 LEGEND PROPERTY BOUNDARY PROPOSED TYPE "F" CURB & GUTTER LIMITS OF DISTURBANCE CONCRETE SIDEWALK " a a d G xx xx PROPOSED SPOT ELEVATION ._ XX XX EP EP - EDGE OF PAVEMENT XX.XX TC TC - TOP OF CURB/CONCRETE ME - MATCH EXISTING INPROPOSED STORM STRUCTURE - PROPOSED STORM PIPE P WT - P WT PROPOSED WATERMAIN - POE- POE- P OE - PROPOSED OVERHEAD ELECTRIC P ss P ss PROPOSED SANITARY SEWER x WM BURIED WATER LINE x BE x BE BURIED ELECTRIC LINE x BT x BT BURIED TELEPHONE LINE x BFO x BF 0 BURIED FIBER OPTIC - - x OE x Of OVERHEAD UTILITY LINE - - - - - - - - EXISTING STORM LINE --x ss - - x ss - SANITARY SEWER FORCE MAIN 7� CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! Know. wha IOW. DIAL 811 Call re you dig. SUNSHINE STATE ONE CALL OF FLORtDA, INC. CD NN C1 \ � Llj _ M O W 1-- Z W U 0 z z 0 0 En �iJ U > LJ 0 � � CL ~ Z) N z Z O Q 0 0 W 61 z U � Z 0 Ln w W 0 I- o QQ z U o O d o Qf Q Q V) I W 0 z o f \ Q(14 � IYrn0 o U 5 a: � W Z W LLLJ w I - ~ w Y C") J Z Q Y O � � to @ r, LD W O7 J z � <L m W NLLI t0 N U r J 0 \_ \ i.>7 tX 0 w F- Q U CC G CN CD a = ' w Q c1 w 0 crI 0O a-0 I-N Q Q m m m i o o W _ © J z U U W x _ 0 0 0 U a w 0 cD z v / 0 J. 0. V1 0 W CL w Z) 0- N N Lj- W � V) � T ...1.� 0 w C.� N SHEET NUMBER C-63 J ID 0 .5 0 U) cn 0 E 0 O - o. O U) J 0 C E 0 7 E 0 U < it < 0 z N c 0 0 0 C) < 0 Q) C) U (D 0) a fl O -U 16 0 < co -c 0 0) cn -c D c: Z -c' 6 E > :5 0 _1 _j M CD 0 0 co c: -c Y) Q) U) c: T C/)Q) Q) (D 0 U c 0 U) 3: 00 0- N c E M 0 0 M LEGEND cq LiJ < PROPERTY BOUNDARY C) 0 0.- PROPOSED RIBBON CURB (PLAYGROUND PERIMETER) GRAPHIC SCALE IN FEET 0 5 10 20 STANDARD DUTY ASPHALTIC Z CONCRETE PAVEMENT LLJ k (FULL REBUILD) < of C)0 cn MILLING & RESURFACING p z 0 Z 0 SU5 > S < LJ < Z S 0 CONCRETE SIDEWALK 0 => < z > 0 PROPOSED SPOT ELEVATION Z LLJ C) XXXX EP EP - EDGE OF PAVEMENT 0 W_ XXXX TC TC - TOP OF CURB/CONCRETE < 0 x E 0 ME - MATCH EXISTING Uf IM-1 PROPOSED STORM STRUCTURE PROPOSED STORM PIPE 4" PERFORATED DRAINAGE PIPE SEE SHEET H-7 FOR DETAILS NOTE: REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE OF EXISTING TREES. UNDERDRAIN STRUCTURE TABLE UNDERDRAIN STRUCTURE TABLE STRUCTURE: DETAILS: STRUCTURE: DETAILS: CLEANOUT 12"X1 2" YARD DRAIN GRATE: 93.55 GRATE: 94.51 CO (S) 6" ADS INV: 91.15 YD-2 (NW) 6" PERFORATED IN) 6" ADS INV: 91.15 ADS PIPE INV: 91.61 (NW) 6" ADS INV: 91.61 CLEANOUT 12"X12" YARD DRAIN GRATE: 93.60 CO-2 (SE) 6" ADS INV: 91.33 GRATE: 95.11 (N) 6" ADS INV: 91.33 YD-3 (E) 6" ADS INV: 91.85 (W) 6" ADS INV: 91 ;85 CLEANOUT 12"XI 2" YARD DRAIN GRATE: 94,27 CO-3 (SE) 6" PERFORATED GRATE: 96.52 ADS PIPE INV: 91.40 YD-4 (V\I) 6" PERFORATED (NW) 6" ADS INV: 91.40 ADS PIPE INV: 92.12 (E) 6" ADS INV: 92.12 CLEANOUT 12"X1 2" YARD DRAIN GRATE: 94.70 CO-4 (SW) 6" ADS INV: 91.70 GRATE: 96.76 (NE) 6" ADS INV: 91.70 YD-5 (E) 6" PERFORATED ADS PIPE INV: 92.40 CLEANOUT (SW) 6" ADS INV: 92A0 GRATE: 94.86 12"X12" YARD DRAIN CO-5 (N" 6" ADS INV: 91.78 (SE) 6" ADS INV: 91,78 YD-6 GRATE: 98.37 (NE) 6" ADS INV: 92.60 CLEANOUT (NW) 6" ADS INV: 92.60 GRATE: 97,24 12"X12" YARD DRAIN CO-6 (W) 6" PERFORATED ADS PIPE INV: 92.31 YD-7 GRATE: 98.22 (E) 6" PERFORATED (SE) 6" ADS INV: 92.70 ADS PIPE INV: 92.31 12"X12" YARD DRAIN CLEANOUT YD-8 GRATE: 97.23 GRATE: 96.43 (SE) 6" ADS INV: 92.04 CO-7 (N) 6" ADS INV: 91.70 12"X12" YARD DRAIN (SW) 6" PERFORATED ADS PIPE INV: 91.70 GRATE: 96.82 YD-9 (NE) 6" PERFORATED CLEANOUT ADS PIPE INV: 91.86 GRATE: 95.87 (NW) 6" ADS INV: 91.86 CO-8 (W) 6" PERFORATED ADS PIPE INV: 91.47 12"X1 2" YARD DRAIN (NE) 6" PERFORATED GRATE: 95.78 ADS PIPE INV: 91.47 YO-10 (E) 6" PERFORATED ADS PIPE INV: 91.63 NULL STRUCTURE (S) 6" ADS INV: 91.63 Drain system for Playground Area-75 GRATE: 93.20 12"X 12" YARD DRAIN (S) 6" ADS INV: 91.97 (N) 6" ADS INV: 91.97 YD-1 1 GRATE: 93.49 (N) 6" ADS INV; 91.30 HEADWALL (SW) 6" PERFORATED HEADWALL I GRATE: 91.60 ADS PIPE INV: 91.30 (S) 6" ADS INV: 91.00 12"X12" YARD DRAIN HEADWALL GRATE: 93.67 HEADWALL 2 GRATE: 91.60 YD-12 (S) 6" ADS IN91.15 (SW) 6" ADS INV: 91.00 (NE) 6" ADS INV: 91.15 12"X12" YARD DRAIN GRATE: 93.48 YD-1 (SE) 6" ADS INV: 91.28 (NE) 6" ADS INV: 91.28 r -1) CALL 2 WORKING DAYS BEFORE YOU DIG 40 IT'S THE LAW! Know whars below. DIAL 811 - Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. � (If D z:jc LLJ CD 0 M U') r-, N LLJ < CIS -j z 0 0 LLJ 0 0 0 0 LLJ 0 Mtl M c) > 0 M 00 < 0 LLJ zLLJ < < C) LLJ d' (D z CL CL z 0 O U) LL W 0 .J <W D0- W N 0 Lj- 0 W LL- 0 LLJ U N SHEET NUMBER C-64