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IN .. _ ALL SURVEY AND V . ,4.5 INDI,CATED. � I Ld N - t , I I ' �. -1 � __ "\� C�ldwg�lls 'It - RE . -�� PROPOSED GRADE ELEVATION I ______ I / / I I I , . . - L 0-.�, " , �� - ,- f::,7-)- � I" . , � 2 i . -_ I � I ­ _____ - " . : 51 I-,- - I - -,: 1, - ___._�, , trieliql `­ . I AERIAL PHOTOGRAPHY AND PLANIMETRICS OBTAINED FROM -AERIAL I . . . . - I . _� I a � I � M . . I li­it�_�_�;�-7-_ -- . 1�_____ - I/ I � ALL NEW : I _1 1, / I J \ Lij - I � 1%, % i; , ,-� __ \ ,,, '. - � 1, I - I _/ ',���-��; I . -S--OTHERWISE NOTED. 1, .i! � .I- � I I -_ -_ ;�� I .,L-1 I, CA, ORLANDO, FLORIDA. .. FENCE GATE 3'�WIDE UNLES , . I . ." ! I _�,_ . . .Vnjlrz ME TO BE SCADDED. ALL . -i . . I I I—, . I � . � - - I - I , �` __ , . � � I ,�, `,,� � " � '!, . . � - _� - ___1 - _. - ' '11� . . . I _______� � ,,-, 0 P4 5 1 � il, . 1" . � . - DRAINAGE BASK - MAP . ��� � � > I � , !, .. - - - - :;-� 1. . I-- D WHEREVER LEGEND . I .I- .. "' .. - -_ _ i 44 EXI�TING CONTOUR LINE USGS DATUM --- �._ . t I - ­46. SCALE: , 1: 24,000 I . � . I . "-'% '-'-' M-`---' I I I 11, - \\ I. - x � 1, �1� " - - � - / 5 . , - , ,6- � ... �Z­Rllil EXISTING COMPLEX � a- A . . - l ., - J E S S u' P I 0. .77, , , I �, I �. .. . I . � L � I � : --' 61 : � , A 4.- - _;-- . . �BENCHMNRK NOTE: . Uli`;` 11 % . � _� . I . . -r- \ . . .- .. # 11 -t ,I - t� - - . __ N - I. - i 44 PROPOSED CONTOUR LINE ON!�jj1_F­T-I_NTERVALS USGS DATUM � � � ;-5; ­� � I . — , — ... I I - I I . I . � . 1, % — - :� , _�', " ," �'4.:% ' 1�� ���: 1 � . , I . - I I M N I __ --- I - `­ � 4 1 11 I EW BUILDING t __ I- __ - � � . t", ,�� �L*'Zt`l - -, . I I "', \ I �� � I - -1 ic�­'�,,�,_, , . L . ,4 I I . , ," I _�,%tt�� � , " � , � , �'. ­�', " � I-, I j ... ��� . . . I MAXIMUM SLOPE 12: 1. FDOT INDEX NO 304. 411 't "'. ,: - I , - - ,A- --I- 1, 9 1 . I . ....... I .... I/R\ HANDICAP RAMP LOC-ATION. i . � , 11' �__w 1, _ ,�_y 4 1 t, i I ........................ . I . : ., ­ � - � _; 1u. ` � - '. . . . � . ....'.......,........... I - - ::, . __ ."..Iliw�i I, ...-I.-I I __ I - . . .........................] NE.W SIDEWALKII STAIRS & STOOPS I � �� � I . ............. � I I M i I ............... 0 . . I . I . . ' TL ROOF D TL BE SCHF,DUfX 40 PVC UNLESS � z ,� l'-, �:_� ­1 . I I . . BM! #1 EL. 5 1. 81 LOCATED ON . RA R AS.SHOlqt.. AL RAINS SHAL, I ,-�', .r ,.,. -­, - I., � , -2 THE EAST 1/2 OF THE. I - - - , " � - , I � _. � 1. I _1­ix1­11, "I - OET P ( I '_1 _i�. . IRON M NEW PAVEMENT . �) ' I < ": 11 I ". I � , AL ; � I � �, I �� �% 1, � I � " " j DEPARTMENT RIGHTS OF WAY. " I � ".t,L I- ­ I ­:­1 � I I . S . LOCATION) � � I I 1. 0 1 , �1_ ,�,'�, I.. t # .,: ''i I : . DRAINAGE STRUCTURE NUMBER AS SHOWN ­_:� � . I .1 -, , , il ". 11..� �_, � I �t,l - _- V7/ ­� _. - - - - %1 , -1 � . i�-, � , : ", '� , 1, S F T 131. � . � "(9), I - �, � It:— -,T­�_,� � W " -5 FEET, THENCE SOUTHEAST MOVED : DRAINAGE -STRUCTURES SHEET NO. C-5.',." � I "I �", . I BM #2 EL. 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" a. 1 -+_— 14e��elc / -1v 0 . e4lelz� 625-A�lc1 cov5r,� 45 � F '12(I - - 4 0,3y x41,2 � l �A 0 �,y /y/ H,I 01 5CP.EEN C94ma-p- eZ,) 5l,eVe1ZLAN CAIVEZA T ;_ 1I 'kl N ///VV.3�/ 6 WY1 , 1, t IN V5)4IM 47, 0) >)l L16H7P019, -> 40.1 4I , 35. 0(, k-rEl.. r0-5CR4EN Cb(4m FIR 1PPAkrl5�'/T x , vI LA, 1- : . t,3 I D5f //sW �7 D) _ 0 42.5 X/rl - x 51.5 NOTESj V � ! � :I _ t 1,i /F LTELEPHONE LINE �MPROVEMENTS sI 1 1. l, 4 1-I I - , .,' ..�l1 1, !!,I, , tl ELECTRICAL SHUT Er -I. II' � I - REFER TO 11 . f ­ .,7I"t * ! I LEGEND ti 2. FOR DETAILS4OF LIGHTNG ACE FACILITY DEHO- 1�, ,I , `211 ! ,Z �� i _p i ON, ANTI LOC -1 EXISTING OMPLEX , i I LIKE IMPROVEMENTS REFER TO ELECTRIC E-1. ',I It/ 4 � - *. -_­ .145r 1c.­LF ',;=:.N� EW BUILDING DING %. . , 3/. . FPL OL R JFURTHI ER. 'NOTES & - DETAI'L.I S SEE ­I ' ISHEET I 'CI-I6 I& C-7-. I r ,0 CONT&CT TELEPHONE Q `�`.,',o I ,) /'_�_ --46/ NEW SIDEWLK W4. CAUT1 f .1 � � /,�f.I ` ANY BjRIED-.TLLEPHONE LINESNOT SHOWN. ­�� j, L,1­ ­ -"�11 l v. k_ EAI-T, LF - 4 INv 4o.4854qq 5. C09FLICT BET I E i,. .l o ._� I ` xJ.�L ' .�" x i!\ OD-r, 7�ly SN-f j-cEC TrAT SERVIC$ 4UILDING.,. . . , grW,PAVEMENT TO B REMOVED. I , ) 4 - - LQTIN ECONSCT- POR:tIONS OF',. WM DISTUjW110 -, . rl15e Dt < '­ )611Aj ` I . r It � BY STORM DRAIN CONSTW�fIONo.. EXIST 9 s4V,1 - ` .�� �l .,� , ­ . I ­ , . . - I I j I . I - ____ .1 . NOTES I, DURING CONSTRUCTION AND LANDSCAPING ALL TREES THAT ARE TO BE PRLSERVED SHALL: BE: A) MARRED BY POSTS, PLACED NOT OVER SIX (6) FEET APART, WITH AT LEAST THREE (3) FEET OUT OF THE GROUND. THESE POSTS MUST BE LINKED TOGETHER BY EITHER A CHAIN OR BY TWO COURSES OF ROPE, AT LEAST ONE HALF (1/2) INCH IN DIAMETER. B) THERE SHALL BE NO GRADE OR ELEVATION CHANGES WITHIN THE PROTECTIVE POST BARRIER WITHOUT THE SPECIFIC APPROVAL OF THE CITY ENGINEER. C) ALL ROOTS THAT ARE EXPOSED OF THE TREES TO BE PRESERVED, THAT ARE ONE (1) INCH OR GREATER IN DIAMETER, SHALL4E CLEANLY CuT AND THEN THE CUT END OF THE ROOT SHALL BE PAINTED WITH EMULSIFI,�D ASPHALT. D) NO STORAGE OF AIY MATERIALS. SHALL BE PLACED WITHIN THE POST BARRICADES OF TREES TO BE PRESERVED. E) THERE SHALL BE NO ATTACHMENT OF WIRE OR OTHER MATERIAL TO THOSE TREES TO BE PRESERVED. SODDING: 2. All unpaved areas within/ the construction area and all drainage ways shall )�e sodded. 3. Any damage to grassed areas outside of construction area shall be restored at contractor's expense. PLANT MATERIAL KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE CONDITION REMARKS AR ACER RUBRUM RED MAPLE 2-2 1/2" CAL.! B.B. STAKE CV CALLISTEMON BOTTLEBRUSH 5" CAL. CONT. SSP KF KOELREUTERIA GOLDEN RAIN 2-2 1/2" CAL. B.B. STAKE FORMOSANA TREE QV QUERCUS LIVE OAK 2-2 1/2" CAL. B.B. STAKE VIRGINIANA CC CINNAMOMUM CAMPHOR 2-2 1/2" CAL. B.B. STAKE CAMPHORA PM PODOCARPUS YEW 2-2 1/2" CAL. B.B. STAKE MACROPHYLLA PODOCARPUS SH AS AVAILABLE l SHRUBS 3' HIGH 1 CONT. 3'O.C. PLAtiTiQG DETAILS PEEL BACK TOP BU;LAP MULCH U3') EARTH SAL)C:R 17 FINISH GRADE COMPACTED TOPSOIL MIX o 11,11 D -- 2D— - SHRUB PLANTING DETAIL NOr rO SCALE EDGE OF BED MULCH 0") COMPACTED 1/2 D .SG (D) TOPSOIL MIX \1 .0 L, _ GROUNDCOVER PLANTING DETAIL NOT TO SCALE RUBBER HOSE (Above Isr Mo;n E oncn) WIFE TIE WOOD STAKE (2- x 2") GUY WIPE TREE WRAP (-- --- ) MULCH (3') EARTH SAUCER WOOD STAKE (2 x <" x 30") FIN. GFLADE� COM.PACTED- i OPSOIL WX NOT TO SCALE 1X I I •\ r i � III I I 46.9 46 4 46 1--- ---------- - --- - --- — X X7 X 46 —7��� — -- -- ( ( 46.3 _ 45. 6 47. B X ` X X 7 4 7• 1 4 6. (��grl�SG 4 X XX X X X X '0aq7. 47 X llV// r CCII �� 46 5 X X ~ 4/•2 �X 42. 5 X /; 5; 5 + 6 -T X LEGEND: I EXISTING COMPLEX ' / 50 - I NEW BUILDING 4 3. 4�15 NEW SIDEWALK ', - i 53 6 Lill ' X NEW PAVEMENT PAVENIE,NT TO B,E' REMOVED ( ti . 1 sH-` SHRUBS @ 5 O.C. ' 2 �.1 45. X / /9,, 56 38 89 - CID 0 LANDSCAPE PLAN, 1 SCAL5: 1 = 40 1 re��. Sta. 234/6.76\ Survey 46 42 mil 1 t r CONSTRICTION \ SEED & MULCH PAVEMENT: SEED & MULCH �� I Top of Bonk E/. _ •43 /- FL . Ditch 4/. 5 \ Q 2 A � NA C E TO 2 , U , vv, 1 1/2" FDOT TYPE III ASPHALTIC \ �•6CQMFC�2M TO � D,C�T, � CONCRETE WITH FR CTION COURSE FC-1 Sod 2'-o" 12'-0" 12'-0" 71* sod 2'-0" \ 250.0 l� Ir 341 �<8,-o„ k POND „H„ - -- 2 8'-0" Shoulder Profile Grade Shoulder 4/ 6,6„ ;� t 0- 8" Limerock Base (Prime BOTTOM - ti RETENTION AREA - �� SEE SHEET C-7 i r O 25 �. 'y 6" FDOT TYPE B STABILIZATION MIN. LBR = 40 ,j* � O ELEV. = 4 /, O o o d STABILIZE FULL WIDTH TO OUTSIDE EDGE OF SHOULDERS I, i DD O sEEO O 2 , a /LlU t ACCESS ROAD TYPICAL SECTION Varies � �� 5 0 Varies � „ - 0 See FBD 5'0" Varies Min 2` NITS r i O w D See �Y Ditch � I � EASEMENT ON,�'T� i Ditch *Note: From STA 30+50 to STA 33+88 Grades Grades *RIGHT PAVEMENT WIDTH VARIES FROM 1210" TO 24'0" 9 , I i NEW PAVE)wENT AREA }c r F Ditch Grade I (Typical Both Ditches) RIGHT SHOULDER WIDTH VARIES FROM 8'0" to 6'0" , DITCH SLOPE MAY VARY TO 3:1 MAX 30 I /00 43 - f �� SEE PLAN FOR LEFT SWALE - OOtYSTR. 80 L. F DOUBLE Match --t� 5-27 ly v /2 X /8 R. C. P. CL M/ TRED -_ �" q3 -y' -'''" �-��`� Gro Ex I's to q o� � 2� "WHITE STOP � E -.. o Con�ir. I � END SECT/ON F. D. . T. 3 M Pav t. B Base Construct I to Mai h Existing c INDEX NO. 272 Construct . , 250. 0 _ �Porkin Areo �, L� CONSTRUCTION 0. .w_____ �3ao --- T'.______�''` I N � _ J, END CONST ACCESS ROAD ST 4+26�* A Reconst.� Entrance T I ��, ccose I 1 Q STA. 3 4+ 39. /5 N 44 Remove (Existing �Povement B Base ENTRANCE rn o f o �' I - --- -- - - \, - =� MATCH EXIST. 25 _ _c \ ° -- 4 SURVEY - ° --_. ° ,�; m - - - - _ - r z-- PAVEMEN T 42 PROPOSED f� 0- - - -- - - - ° - - - - - - - �- -¢ - _- - -. - - -� -o E.��xv) - - - - - 0 nn - - - �- -0- - - - -- E. KV 2!- -- _ �• M- --� - � - -- ND o f M r p /v TO • � 20X2+5Ip-- -- - - % /eE00 t2FD. EXISTING f�' / STY. C.B. DWG. / STY. C. B. DWG. /STY. C.B. DWG. /STY. C. B. OWG. /STY: C• B. DWG.��-_"90POSEO 'L REMOVE EXIST. LAMP /26 r �'R f3Y /,D,0, AS DIRECTED BY S F, F/. E/. = 4 4. 8/ F. F/. El.. = 4 4.72 �,O� F. F/. E/. = 4 4.58 F, Ft. E/. = 4 4. 33 EN G/NEER R o� ' S•( CURVE DATA e CONST CURVE DATA e CONST, 151a 33* S3 6�2 SODDING NOTE: 0= /0°04'40"R n _ /0004'40" L STOP SIGN AHEAD W3-/ ! \ 0= //0 27'33" D = // 027'33" STA. 3/+20 RT Survey \ T - 4 4. 09 T 4 4.091 �2 4? ALL NEW GROUND AREAS IMMEDIATELY ADJACENT TO CONSTRUCTION L i% b Z ,>C i v t (, u v t F w Q -- --- --- - -- �- .-- --- -- --�I- - - - ---- -- --- - - - - -- -- - Eid - - -- - .-- --- - - - -- - - -- - -- --- -�-- --- - -- - --- - - --wf o c. M n. t r R of Rqb6r j7 Gone_ - 7) OD iv ins Copl,x .. - -- - - of La St n and r p� - 4 .4 I 5. t u ye S o. 6 4 43 � � ; Q� W 4 r e St 3 2 \ y Q• `Xi � i I I E' Et>! =I E 4 I I I 4 / ' -f- - - �-- I -� � � E I I I I i i I I I I J I I I Q 0 14�i I -i4-4 -- Q � I I i i i O h•. I a � i i f W I , �_ E- j i �: 1^ i I i �O I I t r4 it ' i o rn - - - - --- - - - --- ---'--I -----'--- - N W \� �� -;-.I }-\ i -r I t + � -dl --- I-- r-- + t • �' � } r- - � -- - --f _=--� ..- - --, - -- --- - _1 _ r .. _ �.-- - --- -- C}- -�.. i -4- -r- - � //6 ° t i I � I I i I i I I , ' t_.. _ _ _ _ 7 1 ! I � I I -- I j f t I. I I _� i i i 7 i I , I - i i 1 I i ' i I � i j � i i i � I , 4- 1 , - i I 4 I - I i I i I i 1 I i ^ i I , I I I I I ; I ' r r r- r r I- - _ _ _ - - - - - -- - - -- - - - - +- - - - t., � - - + f - • r i � - + r - -- - '_ - - - - i --- i- ALTH - ----- --- - - -- -- -- --- -- - - --+ --- -_--- ---�- - - - - - -�-- - ---�--}--- I , - I j I i 2 i I I o _ --- - I 0 --r------4--rnow Q_• U. /z .�2 .D/ car_ r_o .0 LJZEr R�'D c , D_t-W� ---�1kk-- -- ------�--- -- -- ---+- --- -------- - -- - - - T TON1 F POND EL. 4/.O I ; i -� I t r t-_ - T Q t.- � � � _ ILI A TC 1 /7 2 I -- O i ' I 0 T ICJI C� ES .,LL .. -- }-- -•- -- - ._ - ,. _ . _ _. �- - +- - --+ ---�--+---- -ICJ` - , L 40 ' I I I I I I I I � , i r` r I j I I I i air mi rq 1 Loa -_ ___-__+--_ i �'{.._-, - _ ,�.._--+.__.-+-_.-_---�-.-'�-+.._-_'--_ ___-a-__--.�.._-.r.-._._ _ .___�-_-� _. _ •__ _ _ _. _, - _ .. .._ _ - _ _.._.._-_ ._-- - _Y--i-- _ _-t.--1--_ .�-}__ - , , I a I I Cl I � _ I + o--- � ' - I �. momCONSr U TV 2� i - - - - -- - - - j - - - hd + � i--r-�--- I ! }�� #-- I �-�--•----�----1--- --+- - -r - I-'---�----r--I--- -1- I --+---�---�--r--- - - - � LEGAL, DESCRIPTION I � N I I t- i i i I � ; -�- � p•� N I I BEGINNING AT THE NW CORNER OF THE E THE SW-1, OF SECTION 14 TOWNSHIP 2 O ►v, h 1 �,� E NEIf4 0 ,0 SOUTH, _ ~''!� - ! wj RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, RUN SOUTH ALONG THE WEST LINE OF SAID NW14 cc II U. 1q- OF THE j i SA,A DISTANCE OF 300.00 FEET, THENCE RUN S. 5 9 39 E. , 1046.91 FEET TO THE ' - --- 1 I -�- --- I- t + + -r \ ��- -L - �-t-- --t-- --t - -- +- t +- - +--t-�-----�--- -r- rK-fi - - �- - WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 17 & 92 (S.R. 1 5 & 600),THENCE RUN N. _ - ---r-__-----.__-- __.� -.- ' --.---.._- _ _ _-- --- - -_-__' -' _ _ J ii J I j J `� N a0 46 ' O1" E. , ALONG SAID RIGHT-OF-WAY LINE 5 0.00 FEET THENCE RUN N. 5 9 39 ' W. +- ~ z 2 5 0.00 FEET, THENCE RUN N . 40" 46 ' O1" E . , 200. 00 FEET, THENCE RUN S . 5 9° 39 ' E . , 2 5 0. 00 FEET TO SAID RIGHT-OF-WAY LINE, THENCE RUN N. 40 46 ' 01" E., 384.47 FEET TO THE EAST LINE OF SAID NW OF THE SW'-,, THENCE RUN N. 220 21 ' 18" W. , 381. 32 rEET TO A POTN Q ON THE NORTH LINE OF SAID NW'-4 OF THE SW; SAID POINT BEING 144.70 FEET WEST OF THE NE - - - -t- -I - - - --r-- - -7- 7-A--- -+- - -�- -- - - -- - - }--- - - -- - - -- - - - - - --� - -- r ° 1 i �I __ �._ �_ _ _ � j-, � CORNER OF SAID NW-4 OF THE SW'4, , , I I I 4, OF BEGINNING. CONTAINING 1 5.6613HACRESRUN S. 89 47 41 W 1172. 1 FEET TO THE PO �,.,,, 7 POINT Im ' 4� Q ACTIVITIES ARE TO BE SODDED. . ALL EXISTING LAWN AREAS DISTURBED = 87. 95 � L = 87. 95 MOUNT DIVIDED HIGHWAY BY CONSTRUCTION OPERATIONS SHALL BE RES'ODDED. SEED AND R= 500.00 R = 500.00_ CROSSING SIGN R6- 3A f MULCH THE BOTTOM AREAS OF RETENTION PONDS AND WHEREVER PC Stu.29•-l-62.39 PRC SIG. 304.50.33 BELOW STOP SIGN R3A STA. 33 * 75 RT, NOTED IN PLANS. PRC Sta. 30450.33 PT Sta. 31438.28' SCHEDULE OF DRAINAGE STRUCTURE TYPE # STRUCTURES FDOT INDEX NO. RINI EL. INVERT EL. PIPE S-1 INLET 4 PIPE 232 4 S.5 43.2 64 LF. OF 14"x?3" R.C.P.@ -0.31% TYPE "C" CLASS IV S-2 MITERED END 272 -- 43.0 -- SECTION S••3 INLET 4 PIPE 232 4 5,0 42.2 5 6 LF. OF 14"x23" R.C.P.@ -0.36% TYPE "C" CLASS IV S-4 U-TYPE CONC. 261 -- 42.0 -- ENDWALL S- 5 INLET 4 PIPE 232 44.0 42.0 48 LF. OF 14"x23" R.C.P.@ -0.42% TYPE "C" CLASS IV S-6 MITERED END 272 -- 41.8 -- SECTION S-7 INLET 4 PIPE 232 44.5 41,7 48 LF. OF 19"x30" R.C.P.@ -0.21% TYPE "D" CLASS IV S-8 MANHOLE 200 201 4 5. 5 44.3 -- TYPE "P" S-9 MANHOLE 200, 201 45.6 41.6 288 LF. OF 24"x38" R.C.P.@ -0.17% TYPE "P" CLASS IIT S- 10 INLET 4 PIPE 232 44.0 41.1 16 LF. OF 24 x38 R.C.P.@ o -0.620 TYPE "E" CLASS III S-10A U-TYPE 261 -- 41.0 -- CONC. ENDWALL S-11 INLET 4 PIPE 232 44.0 41.2 48 LF. OF 14"x23" R.C.P.@ -0.42% TYPE "E" CLASS IV S-11A MITERED END 272 -- 41.0 �- SECTION REMARKS E SHEET C-7 FOR SLOT DETAIL E STEEL GRATE `-- 14j D SCHEDULE OF DRAINAGE STRUCTURES (CON•TINUED) cc 0 SCHEDULE OF DRAINAGE STRUCTURES (CONTINUED) STRUCTURE 'TYPE FDOT INDEX RIM EL, INVERT PIPE REMARKS REMARKS NO. EL. STRUCTURE TYPE FDOT INDEX RIM EL. INVERT PIPE NO EL. co ' S-12 MANHOLE 200 4 201 4 5. 5 A"2.8 - CONST. TOP TYPE - (BURIED) 7NT 0) Uj , I TYPE "P" S-22 MANHOLE 200 e, 201 49.2 45.6 72 LF. OF 15 " R.C.P.@ -0.83% CONST. TOP TYPE 7-NT T- TYPE "P" CLASS III wj S-13 U=TYPE CONC. 261 -- 40.8 _ CONST SECTION "BB" WITH BAFFLES "AA" MODIFIED FOR 8" ROOF DRAIN S-23 U-TYPE CONC. 261 -- 4 5.0 -- CONST. SECTION WITH BAFFLES - ENDWALL ENDWALL AND GRATE FOR 4:1 SLOPE SECTION "BB" WITH BAFFLES T SHEET C-7 FOR SLOT DETAIL S-14 U-TYPE CONC. 261 -- 40.5 -- CONST. ;E STEEL GRATE ENDWALL MODIFIED FOR 8" ROOF DRAIN S-23A U-TYPE CONC. 261 -- 4 5.0 -- CONST. SECTION "AA" WITH BAFFLES 11 r -- ENDWALL I AND GRATE FOR 4:1 SLOPE I W )NST. SECTION AA WITH BAFFLES & GRATE S-15 U-TYPE: CONC. 261 -- 40.3 CONST. SECTION "BB" WITH BAFFLES )R 4:1 SLOPE. PIPE TO PENETRATE SIDE ENDWALL if F DRAIN 6 LF OF 15" R C P @ -0 31° ) SEE SHEET C 7 FOR ORIFICE DETAIL I V♦ IOT END).MODIFY AS NECESSARY S-16 INLET 4, PIPE 232 43.0 39.2 56 LF. OF 24" R.C.P.@ -0.36% ;E SHEET' C-7 FOR SLOT DETAIL TYPE "E" CLASS III 7E STEEL GRATE �E SHEET C-7 FOR SLOT DETAIL 3E STEEL GRATE DNST. TOP TYPE 7-NT (BURIED) DNST.TOP TYPE 7-NT (BURIED) RADE PAVEMENT TO MEET RIM SE C.I. GRATE ONST SECTION "AA" WITH BAFFLES GRATE FOR 4:1 SLOPE SE C.I. GRATE S-17 U-TYPE CONC. 261 -- 39.0 -- ENDWALL S-18 INLET' e, PIPE 232 46 43.6 48 LF. OF 1 5 " R.C.P.@ -1.46% TYPE "C' CLASS III S-19 MANHOLE 200 4 201 4 S. 5 42.9 14 5 LF. OF 1 5 " D.I..PIPE @ -0.62% TYPE "P" BITUMINOUS COATED) S-19A MANHOLE 200 � 201 48.0 42.0+ TYPE "P" S-19B INLET 4 PIPE 232 49.0 0.1'ABOVF: 16 LF, OF 15" R,C.1) @ -0.62% TYPE "C" C:ONNECTION CLASS III TO EXIST'. _ INVERT DOWNSTREAM 5-19C INLET' E; PIPE 232 49.0 SAME AS 16 LF'I OF 1 5 " R.C.P.@ -0.62% TYPE "C" S-19B CLASS III S-20 NiUlFiOLE 200 4 201 47.0 40.6 -- TYPE "P" S-21 MANHOLE 200 4 201 49.2 46.2 -- 'TYPE "P" MODIFIED I.OR 10 R00 SEE SHEET C-7 FOR SLOT' DETAIL CONST. WITH OIL SKIMMER AND STEEL G1Z1T•E CONST. SECTION "AA" WITH BAFFLES, AND GRATE FOR 6:1 SLOPE USE C.I. GRATE CONST. TOP TYPE 7-NT (BURIED) JOIN TO EXIST_ 12" A.C. ROOF DRAIN USE C.I. GRATE USE C.I. GRATE JOIN TO EXIST. 2.1" R.C.F. CONST. TOP TYPE 7 -N•I ( BURIED) I CONST. TOP TYPE 7-NT S-24 INLET 4 PIPE 232 4.3.0 40.3 9 - TYPE "C" CLASS III CONST. WITH OIL SKIMMERS AND STEEL GRATE S-2 5 MANHOLE 200 4 201 44.0 40.0 (E) -- JOIN TO EXIST. 24" R.C.P. STUB OUT 39.3 (S) CONST. TOP TYPE 7-NT S-26 MITERED END 272 -- 40.8 80 LF. OF 12"x18" R.C.P.@ -0.5 %I SECTION 4 PIPE (160 LF. TOTAL) CLASS IV S-27 MITERED END 272 -- 40.4 -- SECTION J OD OD STRIP NGREFER Tt FDOT INDEX NO. 17346 'D NO. 7352 Q 0) - - ---- NOTE: USE THERMOPLASTIC STRIPING AND MARKINGS N ITEM LOCATION(S) (CENTER LINE OF CONSTRUCTION STATIONS FROM STA. 32+00 TO END OF CONSTRUCTION 0 M 24" WHITE STOP LINE(STA. 24+00 40'RT + STA. 33+75 +' ( -)� � ACROSS OUTBOUND LADIES) CO H DOUBLE 4" YELLOW CENTER LINES (BEGIN STA.19+00 END STA. 21+701 (BEGIN STA.23+20 END STA. '31+60)(BEGIN STA. 32+20 END STA. 33+75) Q A ' J - IL .ROSSWALK (STA. 20+33 REFER TO- SHEET C-2) i +" WHITE EDGE LINE (BEGIN STA. 20+82 LT. -END STA. 31+65 LT.) (BEGIN STA.32+00 LT. -END. STA.33+85 LT.)(BEGIN STA.23+70 RT.-END STA. RT.) Q O i" WHITE SKIP (BEGIN STA. 22+25 (12'RT)13ND STA.23+70 (12'RT)) (BE•'VIN STA.31+50 (12'RT) END STA.32+75 RT.) i" WHITE SOLID (BEGIN STA. 32+75 (121RT) END STA. 33+75 (121RT)) (nLU W 'LEFT TURN ONLY" MESSAGE AND ARROW (BETWEEN STA. 32+75 AND STA.33+75 IN CENTER LANE) V U, X Q 'BIGHT TUBS( ONLY" MESSAGE AND ARROW (BETWEEN STA. 32+75 AND STA. 33+75 IN RIGHT LANNE) «; 1 i �r 4. Gl :A.. •� II- ou ►'ZIA SECTION AT CONC. CURB „ *# I�t3 - R - I/ - R2 1b q PREFORME EXPANSfON JOINT MATERIAL SIDEWALK SIDEWALK DUMrAY JOINT DETAIL EXPANSION JOINT DETAIL 25'M0° MAX. 5 EQUAL SPA V) V) Ati w �, D E D D DUj D E ' LLJ � N ' NOTE - EXCEPT WHERE SHOWN IN PLAN, ALL NEW CONC. WALKS SHALL E= EXPANSION JOINT HAVE JOINTS SPACED AS SHOWN (► THESE DETAILS AN 'E ; AP slC► 1 p DUMM'Y JOINT JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK FROM OTHER NEW OR EXIST. CONC. CONSTRUCTION. SIDEWALK JOINT PATTERN SCALE • /4 I -0 M * L �. UNDISTURBED 'j e 2 EARTH UNDISTURBED EARTH AXV � ; ' -�• r►�/7 / �-�.,'�. Thy . � T' IIV-- 221/2 9010 URaED •T VLOCI 4�i,000PS.I. CONCRECY ( Minimum) ' 611 i • MIN. ` I •,� a. 2„D,♦ �. UNDISTURBED EARTH ,• Oa SECTION W YE TEE CRt755 4 HORIZONTAL REACTION BLOCK DETAILS 1.40 SCALE 16 o'- - 4 s UNDISTURBED EARTH ' - �h i ` / �`�� • EARTH cELEVATION v t • Z ELEVATION O.D.+12"MIN. UN( :coD o 0 j. 3 NO 4 BEARS c' EQWV.LY J I (C?• 1A ,' UNDISTURBED EARTH - 3 ttD„ SECTION 6-8 SECTIOW C-C UNDER BREAK k'. •. ,I�VER BI�EAIIC __.. L� pp REACTION L AC p`im NO SCALL 0 EARTH COtilPACT.ED f/LL 41NOER ul I 8L . "' 5'TYROFOAAj DomSLAB yoTE . G'ONC.C�.EJF• ��YC/'SEiYJENT S/�9LL •• , E.f'TEND TO 5"' DUT,•S/17�" t�y o;r orr A C. sr�-�'� 5f�.�LL CoiYFa,en�' To /PE A5 5&_C/F/CD ON PLANS DETAIL CONCRETE ENCASEMENT FOR PIPE UNDER BLDG. NO SCALE Y 1 TOP SLAB DETAIL TANDA.C'O C / �l6IiY//OL 6 F.E'A�YIE . GO,K!5Z ,SEE 3;41"7_' er _' e 3/' ,e ZE LMMA "v f !) d LIFTING NOTCH NO HOLES TO sf Qb —Fc ht LID. Ew VXIN A S�N i .4 RYA CURB DETAIL. BI! 3" O.C. E.W. BRICK USE FOR ADJUSTMENT Ti GRADE IF REQUIRED) 'REINFORCED CONCRETE TOP 14" MAX, SLA13 TO BE CAST -IN -PLACE 4' MIN. 5" MIN. OR PRECAST. _ 0 F5 STANDARD C.I. MANHOLE FRAME 81 COVER SEE DETAIL THIS SHEET MICK PLASTERED WIT 1/2 PORTLAND CEMENT S z 4''4 ,12" E. W •059 Id' O.C. , E.W. SHALLOW MANHOLE (DEPTH OF 6' OR LESS) PLAN • SECTION aj�� DROP MAN BARREL D ON SEWER 14' MA) ; :LASS C Ct"7NCRETE ;AST IN PLACE GENERAL NOTES, 1. BASE SECTIONS SHALL BE SET ON A LEVEL, COMPACTED BED AT LEAST s" THICv BEAD SHAL!_. BE SCREENED GRAVEL. 2. STRAIGHT BARREL SECTIONS SHALL BE REINFORCED CONCRETE PIPE CONFORMING ro He 1_A!S l EDITION OF ASTM STANDARD SPECIFICATION C-76 , TABLE IV, WALL B. LIFT HOLES WILL AC)T BE PERMITTED, PROVIDE EQUALLY SPACED LIFTING LUGS OR RINGS. 3. THE ENTIRE INTERIOR a EXTEROR SURFACES OF ALL MANHOLES SHALL BE COATED A �♦ .NIMUM OF 12 MILS DRY FILM THICKNESS WITH INERTOL "PDXITAR" OR APPROVED EQUAL. 4. SEWER MANHOLE COVERS SHALL HAVE THE WORDS "SANITARY SEWER" CAST INTEGRALLY IN THE COVER. W PLAN I 25' 2.3 1/2" 7 SPACES - 4dt 21 112 I ---=----------------- 3A R. 3�21.. 32 SECTM A► -A I STD CAST IRON MANHOLE -FRAME ei COVER CONCRETE 9 ASPHALT PAVEMENTS- EXIST. SURFACE a BASE TO BE CUT SQUARE WITH CONCRETE SAW. WEARING SURFACE TO BE SAME TYPE 8 THICKNESS AS EXIST. PAVEMENT. - LIMIT OF PAYMENT LIMIT OF P YMENT EXIST. VARIES WITH SIZE OF PIPE VARIES WITH SIZE OF PIPE WEARING, ( MAX. O.D,+40") SURFACE FINISH GRADE COMPACTED LIMEROCK ` ` ` o OR MN. 84 THICK EXIST. ISA`SE ! REFILLED > OR E QUAL TO f! T . COMPACED IN. •yy EXl5T. BASE � '•.•. ID7H •VARIES* VIIITH :.• : •• � 6" TO 12 LAYERS SIZE 0" PIPE If2 WIDTH ( MAX -- O.D.+ 40" )- 12' MIN. CLEAN EARTH FROM 1/2 WIDTH O ORIGINAL MATERIAL OR - •�.--;�-,— ` I2'MIN. U A A 04 SELECTED EARTH. SEE - �. • � REF/L LED CO�YLagGT�'O � . - •REF/LL f SPECIFICATIONS N MI PIPE 0. D. 6 _ 8 IPE O.D. MN Cl/.f9f'�L'TEIa I CLEAN EARTH FROM //y ORIGINAL MATERIAL OR ' D.E'/G/rY�9L UND/STII,E'8FD SELECTED EARTH, SEE PIPE , �s• r` /047'11_c'1F'/AL. PIPE SPECIFICATIONS. - D.P/a HAND PREPARE /�f1#�'`.F'/.9L. TRENCH FOR � . `� SHEETING ORDERED LEFT � LOWER QUADRANT OF PIPE (T Y P.)------•'' - _ , U�ISTURBED � • EARTH IN PLACE. SHALL BE CUT OFF 24" BELOW FINISH GRA •P, 4R I2" $FLOW SUBGRAOI~, UNIMPROVED SURFACE ASPHALT PAVEMEtV i , T�,r ,/ ,,r`� ,fit / j'� �^�'' �• y //� j�/� �,/ I--`• �•- J ,� / j`j �•' -�-• / � !' /` f.� /•I*` L L 21 CII G i � fG/ i"!`7f /' �wG%V%~ i�r �L. >�� / i/ T .G/�G J i71z J _ !{ Ono 18"x 18" REINF. CONCRETE COLLAR ON GRADEFOR EACH VALVE REINF. W12 44 O.C. B.W, _ _ k —m Irr.99- t`Il+l1StI CxRADE - ...._.._....—....- _......-.,-.-a-.« ........,..._.....:—...... .. L_—•ter•,•• 1� cc CAST IR0tJ EXTENSION UJI TYF'£ VALVE Sax � '"'� '�► . y.. w % :' =� GATE OR BUTTEF7FL`( CC j r VALVE-MECHAti)CAL JOJNT �e U.-MAIN L114E : , Cl%/Yf'.Z''.<ic''"%C�.+f' .'fir'fL E.J'/Eff'p .is '� ✓ ,�f% .<"' e .�i1'v 4 X: mom ., 1 SUEf6,�lJ0�" •�'//•J'LL .ff� Gf./.P' �# +�. �/'•y....�+ � � � � � ~ '_ � r #J ,CtSTURBEO EARTH k---ExCAI/ATE FOR ALL PIPE �a a FITTItjG JOINTS !� , -W VERTICAL DATE VALVE Lo 3 "e,`/.tJ . c7ut'' r3.9r.. � lf•'�.�'/� � ?% FIRE ri'IDRAIN 'S SHALL BE R.ES RAINn TO YALVE KITH EITHER UNIFLANGES t O�R� A.�L}..f.,-�Ty'{� PIPE () �'iD `lAi.'lE Si�€.�#.L€. 'fifE:?{ BE �Sl'i�IN£i? TO Il ATER PAIN i se � p. � �Fy C'l1�Yl'flCi /�y !Q LAY.2S "(: a TEST. $ $ HYI�°I?�`. ,�� ' �.. s' , mom:' p' lAWWA FIRE HYDRANIT (THREE WAY`, WITH T100- 3 I/2" HOSE NOZZLES AND MIN Z. 8r' ¢41 014E - 4 1/2 PUMPER NOZZLE. 5 1/4` „ VAL11F OPENING, COMPRESSION—YP£ `4 4 1/2" PUMPER NOZZLE If t HOSE NOZZLE TO FACE STREET (/,/�va-9}rF //yM,�/. y�//t/J!,y.. R .f y+},/�.- .?'� �•• 1^Y'.#{ #' S 1,pgl' M' Z x, � � ="l, lr:i':' A' 'Z,RS rE '� .J fi..�Z, 4 - CHAIN :.."','. •,.:., :1 � ��V SEE � �' - ?' • ' "v % M.7. ,,- VARiA€3LE so t FINISH GRADE r 1 F _-CIL R_It•Ir. CONC, OA . Os EE DETAIL ABOVE , Tl.�i?l , C.I. WEEP HOLE TO 1 ►n w EXTENSION BE KEPT ''ROE # OD o TYPE VALVE ,�" , OF CONCRETE ,.r . 1 y BOX - j! I VARIES , `� ,w. cV MIN, l =� GATE VALVE I 5TRA3PING RUS"tA •s{ 2 ` STONE _ i"A1Ar ARC' ;> _ �. - ._ _ _ _ __ GRAVE �►:�j s #MAINr` r • ,s y Ckv " CONCRETE REACTIQ M.J.INE:ET. BLOCK-Gt tQCt.I.YQ I , �+�.�IAI& AP'PwIRNIPYG SPACE WHERE lTf .;_L IC.4 rF9 ON SITE PLAN r MIN._ 2,400 P.BI, {� ,pt.. JD/iVT .CEs�,ey/iY7' :•'Qs ' c"lrY f Ik " 1 G�?G1� a , j T,YPICAL..,FIRE HYDRA': SET IN , r r' , , S W PIN .. _ Lc - NO SCALElion Ag ,i , 3aa 1 HANDICAP PARKING SIGN DETAII 1 GENERAL NOTES: 2' T YP. 7 - 1. ♦ll lettQro are 1" avriao '"•' �`�` 1. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING �. of n shall have 11-24"R.C•P UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN 7. Toy portion sag ACCORDING TO THE BEST INFORMATION AVAILABLE AT " a rh white ref)ixed blue atdbacl oaod with white reflectori:rd '_tgead 3 "ALUM/NUM POST THE TIME OF THE PREPARATION OF THESE PLANS BUT 4 border DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE - �]' 4' CENTERS MAX/I�IM CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS _ 's 3. b ttaa portion of sign Shall PLAN VIEW PARKING BY have a ve:ltctori&ed white back AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES DISABLED - ground vitb black opaque legend AND OTHER FEATURES AFFECTING THIS PROJECT PRIOR ! - 4 border TO CONSTRUCTION. PERMIT - 0 /'Deep Slotted Opening - 4. Dnc (1) handicap Sign required %0P OF O/L $K/MMER EL . 4 '� • ONLY _ for each handicap parking &Pate //e"t�LUMINUM PLATE 2. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED _ rop OF INLEr EL. 43.0 4 5' OIL SKIMMER EARTH, DRIVEWAYS, SIDEWALKS, ETC. WITH THE -SAME 12. TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION '¢ •0 OR AS DIRECTED BY THE A/E. fTa-zs /NV EL.39.2 EL . EL . 42. PER F. D. 0. T. INDEX NO. 17355 FOND ROT S EL 4O 3 24" EL. 40.3 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MARE A 24"R.CP REVIEW OF THE SITE To DETERMINE EXISTING CONDITIONS a El_ 4/.T PRIOR TO CONSTRUCTION. __�_ � 4. ALL GRASSED AREAS DISTURBED BY CONTRACTOR SHALL TYPe1 "£ INLET F. D. 0. T INDEX NO. 232 `EMBED POST 3' INTO CONCRETE BE SEEDED AND MULCHED. SODDED AREAS AS SHOWN MODIFIED AS SHOWN (STEEL GRATE) FILLED .PosrHOLE (TYP.) SHALL BE SOLID SOD. SEE UNDERDRAIN DET. BELOW 4"Removable ttveoded pug DETAIL OF S- I6 5. EXISTING WASTEWATER PUMP STATION IS TO REMAIN IN FULL OPERATION DURING ENTIRE CONSTRUCTION PERIOD. .^�t- N. r.S- 6. CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS OF 18 Sq.x 4" Thk. Existing 7*44 ALL EXISTING APPURTENANCES NECESSARY FOR CONSTRUCTION, concrst� stab `- 1Neinf, w/ 24r4 oc, 8W, 4" CJ. rep 0jr InrLEr EL• 4 4. 0 /'DEEP SLOTTED OPENING POND SLOPE ::•'/ (2.5/l AV 7. STEEL REINFORCEMENT SHALL BE ASTM-615, GRADE 60 DEFORMED. BARS CUT SHALL BE LAPPED A MINIMUM 2.3 EL.44.0 OF 24 DIAMETERS. /NV. EL . 42.0 EL. 43.0 8. ALL OPENINGS IN THE EXISTING WASTEWATER LIFT STATION E"L . 43.0 SHALL BE THOROUGHLY SEALED AND MADE WATER TIGHT6 J::� �,,� /4 `xA?$ WITH NON -SHRINK NON-METALLIC GROUT AS MANUFACTURED _ / 1 \ ' EL. 42.0 R.C. P` BY MASTER BUILDERS, EMBECO, OR APPROVED EQUAL. "rrom GROUT SHALL BE 3000 PSI MINIMUM. Ph,g at end of line EL. 42. 9. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE TYPE "C ' INLET F. D• 0• r INDEX NO. 232- FEDERAL, STATE AND LOCAL STATUTES, CODES AND REGULA- CLEANOUT DETAIL. MODIFIED AS SHOWN (STEEL ORATE ) TIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY NOT TO SCALE TO FAMILIARIZE HIMSELF WITH THESE REGULATIONS PRIOR TO COMMENCING CONSTRUCTION. DETAIL OF s- 5 10. ALL WATER LINES SHALL HAVE A MINIMUM OF 36" OF COVER. N. T. S 11. SANITARY SEWER MANHOLE LIDS SHALL BE SET TO MATCH FINISHED GRADS SLBVATIONS. /' DEEP SL O T TED OPENING 12. TT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY t% TO NOTIFY "CANDY" AND ANY OTHER INTERESTED AGENCIES � 1• e' r"POND .SL,OpE; / (2. S: / Mii�.1f ) OR PARTIES OF HIS INTENT TO EXCAVATE AND TO OBTAIN l tN TAP Uf /NLEr EL. 45.0 FROM ALL AGENCIES OR OTHER INTERESTED PARTIES - W iz EL• '��'O L14 1fNV. EL. 42 Z isi LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KINDEL.441 �...IN THE ARESAS WHERE HE INTENDS OR PLANS TO EXCAVATE. M ") � W O � EL. 44 SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING f D Rorrom "R. C. P CONSTRUCTION AND SHALL BE MAINTAINED DURING CONSTRUC- IL. 43. � �) EL. 43.0 / TION. ONCE CONSTRUCTION HAS BEGUN, THE CONTRACTOR SHALL TYPE C /NLEr F.D.O•T INDEX N0. 132 BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO M001f/ED AS SHOWN (STEEL CRATE) ANY AND EVERY UTILITY OF EVERY KIN➢ LOCATED WITHIN THE BOUNDARIES OF THE CONSTRUCTION SITE, AND ALL LINE POST DETAIL OF S- 3 SUCH DAMAGE SHALL BE REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR. N. r S 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR O I'DEEP SLOTrtD OPENING OBTAINING ALL PERMITS NECESSARY FOR THE COMPLETION LTI OF THE WORK. ALL PERMITS SHALL BE OBTAINED PRIOR J rap OF INLET-, 1.5 POND SL7PE 3: 1 (2.5: l MAX. I To STARTING CONSTRUCTION. Z q EL. 4111.5 EL. 45.5 Q k1 INV. EL. 43.2 14. CONTRACTOR SHALL CONTACT THE GAS COMPANY FOR RELOCATION V `j EL 44 EL. 44. 5 OF THE EXISTING GAS MAIN AND GAS METER. RELOCATION OF 'THESE LINES SHAM. BE COORDINATED BY THE CONTRACTOR. Ci P41itD O t BOrrom / 14"x25"R.C.P._� THE CONTRACTOR IS CAUTIONED REGARDING THE PRESENCE V EL. 43.5 OF THESE GAS MAINS WITHIN THE LIMITS OF CONSTRUCTION N O W EL 4�5 AND SHOULD BE ADVISED OF CONSTRUCTION SAFETY PRACTICE WHILE WORKING IN THE, AREAS CONTAINING GAS MAINS. 12'FENCE FABRIC INLET ! D. a T INDEX NO. 232 IN our MODIFIED AS SHOWN (STEEL GRATE) 15. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATION �"--�"---� OF EXISTING UTILITIES ON THE CONTRACT DRAWINGS. THE __~1`1HOR/Z0NTAL CONTRACTOR IS RESPONSIBLE TO HAVE EACH UTILITY GRADE CROSS BAR COMPANY FIELD LOCATE ITS FACILITIES PRIOR TO DETAIL OF 5- / EXCAVATION. / 1 W N. r S ` I 16. ALL NEW SIDEWALK ADJACENT TO PARKING AREAS OR DRIVEWAY SHALL BE CURBED AGAINST THE PAVED AREAS UNILESS OTHERWISE NOTED. ( �t CONC. FOOTING SEE SIDEWALK DETAIL SHEET C-6. r' EACH POST I 17. ALL STORM DRAINAGE STRUCTURES SHALL CONFORM TO i _. !.9' DEEP SLDTTED OPEN/NG "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS". JANUARX t} NOTE: 1985 EDITION. '/ 1 mp ojp INLrr It. 44.5 2. T' DOUBLE WIRE ARM 18. ALL DRAINAGE PIPE SHALL CONFORM TO "FDOT STANDARD ON PERIMETER FENCE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", j S AS NOTED. SINGLE fL, ,¢2 T 1982 EDITION. WIRE ARM rowARD EXERCISE 19-. SANITARY SEWER MANHOLES SHALL CONFORM TO ASTM U YARc) ON REMAINING FENCE` C-76, LATEST REVISION.QND $CiT. EL' 4/' G 20. SANITARY SEWER PIPING SHALL BE PVC CONFORMING TYP/C,4L FENCE TYPE "D"INLET r F. D. O. T. INDEX NO. 232' ASTM 3034, LATEST REVISION. MODIFIED AS SHOWN (S rEEL GRATE � 21. ALL WATER AND FIRE DISTRIBUTION LINES SHALL BE POST DETAIL C-900 PVC 200 PSI PIPE OR EQUAL. N. r Jar. ��tf�'AA ,►C DE / L OF .. 7 Ie1/ 22. ALL PAVING., PAVEMENT MARKING AND SIGNS SHALL N.T. S ITH FDOT STANDARDS ROAD ,I E 40 it4�t� BOT EL. 43, s SECTION _POND `A" BERnA SLOPE 30� SLOPE BEI�M RO A D I6'P+91N f I , EL. 43. 0 N Wi ArC9 /Z A D SECTION POND C. NTS. 5HO ULDE2 ,SLO_pF 3:1 pr,�KIWG POND $L(f" all l (2.5:1 iWAX ) EL. 44.3 -EL, . 42.7 1NV 2L. 4I.1 SOT FL,,41. O 5ECTIO LOP_ E. 3', I ✓tiri IiPOND D. 24'- 011 54. 7- ROADWilla f SLOPE3t SLOPE LL P1p� $OT EL, 411_0 mw .5,ECTACIN PONP"E t al zo. 8e��'M s� sc,olae :szope o st o� C�RAt7E 6' MIN �- P,0A,D D I TcH LAffB 1 , 5 4 .E L �� ! 5,% E04. r 5ECTION POND F 5"4 apr -ro l� e 7� 5LOF9 30" OPe ER EXIS r- GRADE /0 a: .1 Q '� A It .« EL,44,2 TOP OF 8Ie1�M �. EL. 44, o. �L.41-0 q q 01 SECT -ION P0_N_[D itGo N .T,s, SLOPE 90' SLOPE 15' , q•• l 4: l ' gum - rOP Of BANK I �r EL. 4.3 LL 0 _ Bor. E-L. 41.0 t� SEC T/ON POND l N. r S _ 0 U. 1 (n OT, j z - r - 2' SOLID WALL CAP, � BE IN ACCORDANCE W , c.-t -x C6'•'_ G. M .U. i•'► I.AST ER � � I1.` FILTER MATERIAL SPECIFICATIONS: - 1' O COWC,, ILL E0 ',V/ 4.- # ) + Z , 23. SEWERS SHALL CROSS UNDER WATER MAINS AND SHALL FILTER MATERIAL SHALL BE COMPOSED OF CLEAN CREEK GRAVELS AND SAND MIXTURES HAVING BE LAID TO PROVIDE A MINIMUM V7,RTICAL DISTANCE AN EFFECTIVE GRAIN SIZE (D ) SUCH THAT 0.2 !c D �' 0.55 MILLIMETERS IN DIAMETER AYD OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE A UNIFORMITY COEFFICIENT (p /D ) of 1 . 5 OR 9T?n AND THE CROWN OF THE LOt474 PIPE. WHERE THIS MIMI2' M 60 10 TER• SEPARATION CANNOT BE eia,.?ITAINED, THE CROSSING SHALL BE ARRANGED SO i1iA'_' `T'dE SEWER PIPE JOINTS CL OF PIPE TOE OF SLOPE AND WATER MAIN JOINTS ARE EQUIDISTANT FROM TDE POINT OF CROSSING WITS NO i9S THAN 10 FEET BETWEEN ANY TWO JOINTS. ALTERtd,.TIVELY, THE SEWER MAIN SIDE SLOPE VARIES MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE 3:1 (2.5:1 MAX) TO ASSURE 2' MIN. COVER ON PIPE TO OBTAIN THE EQUIVALENT OF THE REQUIRED 10-FEET - SEPARATION. 2' MIN. COVER 6" TOPSOIL & SOD 1211 .: �•� ,.. . ` POND . , • BOTTOM 611 6" DIA. SCHED. 90 PERF. PVC PIPE @ 0.5% SLOPE WRAPPED IN FILTER SOCK. CAP UPPER END. INVERT EL. A 5-16 = 39.3 SELECT FILTER MATERIAL - SEE SPECIFICATION ABOVE TYPICAL UNDERDRAIN SECTION RETENTION POND "E" ' NTS low.�/�j �� 1 I j1 Yrif LINTEL $LOCK1 cow(=, t- 4+ 5AR I=":Otvi POOTING TO FILLED I- * 4 -COWT. ®OLrs FOR 13"I%C.R E50KD 58A,A 1:4 DOWELS INTO co ArrdCHMENr rD F:c%-0 I VC �'R 30 CIA • LAP. I=1LL �` mi IIV.r ` ?.'TYP. � -! L� W� �©�1C, "('`(P G 'Zi-p ►1 0, C; -- $ x$ x IG C,M.U, 3 ALUMtNU�w Posy , A / CENTERS PLAN OF CREEN WALL 'rRuSs TYPE HoRiz, OEM SCALE /4-" = i -0 -` REIRF=0RCING EVERY O! f�f�E OILS*tK' UNIER Ll OTHER COURSE. , PLAN VIEW INCLUDE 4'� PVC f'iPf;� SECTION r.- TO ALL.a'* DRAINAGE FROM ADJACENT W Piipf ERrY VVHEREVE R NECESSARY,- 7 W rVP 00t OIL SX N AILAP46d 1 pP or INL ET FL. 43. 0 6" D/A. ORIFICEOIL SK/MaNE'R 110 AWA fN11M PL Ark S T U C G 0 f= I N IS H TO 7 EL . 43. 0 POW0 a OpAr 3.4f �'�. MATCH BUILDING. �+► (2. 5: I MAX. ,� `� , X .� FL. 4/. 5 INv ei.. 4rao to V. �► 'N *4 YCONT., �. M 'o ,. a „ Im. E'r F D. a r INDE'X No. 232 4 , Q Ofl1,�'WV .4S SHOWN (S rEE'L SRArE)' iE�J aw PO S r 3'IN Ii'/ur Old Si�tli� ��t . �` � STEP F O o r I N G A S RE q U i R E D CONC. FILLED POSrHOLE" 1NLe'7', g(il1'Q�► 117 41. It4 6" 1WC:RIEM1~N-_MCTo FOLLOW { 4 W St D '7QIL. GRADE,L .2-p V (TYP.) QQ DEML OF -24- ELEVATION SECTION I iLN. r S S CALS V-Oil rT)i t � � �.:_. 3 S�. �y%1 U 4 a} .