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1990 - (#32) Land Development Plan
Tor ' INDEX OF SHEET 1.. TITLE SHEET 2.: SURVEY `,-.SHEET 3. jGRADING`,DRAINAGE PLAN A 4 1 GRADING & DRAINAGE PLAN B L 5 • ' DRAINAGE AREA MAP A R 6. :DRAINAGE AREA MAP"It 7 UTILITY PLAN A 8 . UTILITY PLAN r 8 9. :. SANITARY SEWER ,,PRO '° 5 10.' ' SANITARY; SEWER PROFILES 11, SANITARY SEWER,,, PROFILES ; • ; >"12. SANITARY SEWER.PROFILES ' . 1, ,`:' SANITARY SEWER PROFILES `OFFSITE UTILITY' PLAN 15. SEWAGE PUMPING:STATION.DETAILS n s . t F, I I 11 ......... , rsun lot •• \t�A Middle is ( �i } im r• ' 1•:.titiyf{ r Z,a,,a.. ;. ' •%, Duck Point rr .r• rf ' QM • I Xy 01 LOC_,64MO►.1 Mef-' T�+1t.EN FRGM U.S.6.S. SECS�STIA.f`i ��^PhM1�1_E .f M Masteller & Moler Associates, Inc. M CONSULTING ENGINEERS LAND PLANNERS Post Office Box 781045 ; Sebastian, Florida 32978-1045 Ph. (407)-589-4800 Nov 2 1990 STANLEY F. MAYFIE ' ' P.E., �41997,, 7 RECEIVED NOV 0 21990 ! 1 t t 1 T f F CONCORD ROAD N 89'59'47" E 294.56' �y Z ZB�o° 2 i I r f 0 f o �� Z1 ...332 i 32. Co 23 x25 S 89'36'07" E GILSON AVENUE 659.44' 96><ze. C1 CURVE RADIUS I LENGTH TANGENT CHORD BEARING DELTA C1 68. 0' S .49' 1 138.33'i5' S 21'48'43 E 1 '3 '37" STRUCTURE NUMBER TYPE` GRATE THROAT INVERTS ST1 014 AND OFFSET 1 TYPE •C• MOD 26.0 25.5 N,S 22.0 "S 74 50.0 E 2 MES -• -- 12.0 4 901.- 102.0 E 3 MES -- -- 12.0 350 • 00,.- 0 4 TYPE *CO MOD 22.5 22.0 N,S 16.3W, 15.8E 290 • 00, - 0 5 TYPE •C• MOD 22.5 22.0 N,S 18.5 180 00! - 0 6 TYPE *CO MOD 22.5 22.0 N,S,W 17.2 W,E 31 80 - 22.0 W 6A TYPE '•C• MOD 22.5 22.0 E 18.0 31 • 80 - 132.0 W 7 TYPE •C• MOD 22.5 22.0 N,S 15.2W, 14.7E 180 • 00' - 0 8 TYPE •C• MOD 22.5 22.0 N,S 13.6 W,E 290 001 - 0 9 MES -- -- 12.75 350 • 00: - 0 10 TYPE wC• MOD 22.5 22.0 N,S 17.2W,E 26 • 381 - 22.0 W 10A TYPE •C• MOD 22.5 22.0 E 18.0 26 • 381 - 132.0 W 11 TYPE *CO MOD 22.5 22.0 N,S 15.2W, 14.7E 180 0 00: - 0 12 TYPE •C• MOD 22.5 22.0 N,S 14.4 W,E 290 • 00! - 0 13 MES -- -- 12.75 350 + 00: - 0 14 MES -- -- 12.0 13 + 20 - 280.0 N IS TYPE •C• MOD 22.5 22.6 E,W 15.6S, 15.1N 13 + 20 220.0 N 16 TYPE •C• MOD 22.5 22.0 £,W 18.1S, 17.6N 13 + 30 - 20.0 N 17 TYPE •C• MOD 22.5 22.0 E,W 28.5 13 20 - 20.0 S ...` 28 TYPE "C• MOD 22.5 22.0 E,W 18.5 1 • 90' - 26.0 S..{' 19 TYPE "C• MOD 22.5 22.0 N,S 17.9S, 17.6NE 1 + '90i 34.0 N T•t 20 MES -- -- 12.0 2 • 70' 90.0 N 21 MES -- - 12.0 9 + 96' - 330.0 Y 22 TYPE •C•-MOD 22.5 22.0' N,S 18.5 9 + 86' - 270.0 W 23 TYPE •C• MOD 22.5 22.0 W 28.5 38 • 05 - 210.0 N 24 MES -- -- 12.0 37 • 45 - 210.0 N 25 MES -- -- 23.25 39 • 20 - 30.0 N 26 MES -- -- 23.12 39 • 20 - 30.0 S 27 MES -- -- 20.75 0 • 10 30.0 N 28 MES -- -- 20.62 0 + 30 - 30.0 S 29 TYPE •C• MOD 22.5 22.0 E,W 18.5 5 • 80 - 26.0 S 30 MES -- -- 12.0 5 • 80 - 74.0 N 31 TYPE •C• M00 22.5 22.0 N,S 18.0 14 + 90 -' 272.0 W 32 MES -- -- 12.0 14 • 90 - 443.0 W 33 MANHOLE 23.0 -- 16.95SW, E 26 10' - 5.0 E 34. MANHOLE 23.0 -- 16.95SW, E 32 10 - 5.0 E 2'5.72 L 2780 `2�3.ta '1C aI .4Z 33.19 `- =4 51J . 2b.VS 28.4--z ?.yc>.12 6 / ZA. In ` Loa yz �s 24 / SZA ` 4N 0 LLJ l--- zi.as 2.3. 6�► / � Ld o / �-� �+ 1'4'OwVS Za v � � � I z zv.s 23,0 TA I 7 0' ZO.s ti° N / , � o N �tntiw I , �. �U n � n W zw .� y! L>l� / 0 14O- r 00 Z / 7- 2O.5 13.0 . J 20.5 23.0 - W 00 O i� a2 CANAL CIRCLE S �,,,,.., I 57•,¢ .023 19\� W I a) 00 I / 20, Zs.o 0 . sr+R•# w CUT F�CI�ThI�jG ��v�N►t=tuT- ` •3 ZO.E _� 2�•O -n/..-r- zl.S� b.NP Tit-../�.h1S ITItl�a W 1T1-i o j ,5 '3.5 ZO•S� ly /' `20.5 ' 17 Z-,S.o z2,3 ..w...11-7.,A, s 20.5ST 20. Q 2 f3. "J Zo00�.es za.o �s# 3 15' Gcno•INsrdst* Zr3.p T / F�t�r•ntvf.rr- P3 I 2Q:s t 5 � I z.0•,J �-�,- ! r 40.5 zs o 23 . o EASLNh e? hJ STR i ,► ( I STR 6 Rv'3 I E. �QAINR.E r2.s z0.s I \jA0 / I I I1�20.55T232. M Masteller & Moler Associates, Inc. M CONSULTING ENGINEERS LAND PLANNERS s^. DR APP Post Office Box 781045 -Sebastian, Florida 32978---1045 Ph. (407)--589--4800 3 SE6ASTIAN VICKERS GROVE FLORIDA PIPE NO` SIZ1c INCH LENGTH LF_ 'SLOPE 1 18 100 20.5 2 i8 120 2.0 3 24 60 6.3 4 24 175 1.0 5 30 110 1.0 6 30 60 1.4 7 24 175 1.0 8 30 110 1.0 9 30 60 :' • 1.4 10 18 40 1.0 11 24 200 1.0 12 30 60 5.1 13 24 60 ;. 1.0 14 30 100 5.6 15 24 60 10.0 16 24 60 10.0 17 15 SO 0.26 18 15 50 0.26 19 18 40 1.0 20 18 60 10.8 21 24 60 f' 10.0 -22 24 210 . 0.73 23 24 110 0.73 '24 24 35 0.73 25 . 24' • 35 0.73 ALL PIPE • SHALL BE ASPHALT COATED •CORRUCArEO METAL 'PIPE l GENERAL LEGEND I= a 5' WIDE. SODDED EARTH BERM C{ = MITERED END SECTION C3 - STORMWATER INLET �--5 STORMWATER PIPE ... SWA LE _ PROPOSED ELEVATION 3&x28 = EXISTING ELEVATION - -- - = PROPERTY LINE - - - -- _ EASEMENT LINE SODDED EARTH BERMS BERM TOP NO. WIDTH EL B 1 5' 25.71. B 2 " 25.71 B 3 27.3 B 4 " 27.3 B 5 " 30.4 B 6 30.4 B 7 32.0 B 6 " 32.0 B 9 33.4 B10 33.4 B11 ". 34.1 -nee to e9 doaurnento ~ bear the eaprvi of Meetoller ! Mohr Asoodoteo. ti4 Is vested O"y In Yarwar t Meter Associates. In- oa V400 dO Onto am prevwod to the owner solely In correction with this project. Any ether use or Huse of thowo dow i to or any reproduction display, ode, or other d1 powltIon of thew do"O"a is by anyone Is osprew,Iy "IbRod wsl+-• Out eeno"ht of MeotoAer . Malor Aswclatw, Irm pursuant to the Federd eopyrvt 1"w., GRAPHIC SCALE 0 vom *am "IM111M *mom e- -- - -- -- -I ( IN FEET ) 1 inch 100 tL I NOT RELEASED .FOR CONSTRUCTION DRAWN C.M.w j aircm 405.1F J_ , j DATE 10 -"3 NOV 2 1990 w.o.q. SCALE 1" IG7Cy' STANLEY Fi MAYFW1 Do P.E. FL;' *.41997 0" 140. r I I 0, zy`O �`'`✓ 'y • zp.5 /23.0� lei Iro tA l a 23 D \ / � V�� j SM "22 i /5 2D.s i / ` .900 N� Pjs� Z,p^ O / T 1p 23 O� CP O �L 23 v f! �. Z3 •p 210 20, ort6.l 00 / a3a A 7A5 3 °o Q 2c.6 ¢ , 01 4 O 1 Z $' O Z �.zso ` 6 2 O° zO.aj I �• 23.p 23 o I Zo.S srR*b 20 �. MENSH AVENUE � zo•s a: � ,30 Z2.o STR 1 zo s �►R —� os ao } pis STR- !9 0.5 L2 i . rzso 22•d yO.�i �- 23 •o �- zs .o za.t� i� �.Lo 5 , 245 6ro6h..1►T.� N� h. �20.5. -•Unn-a �� ��^- L.2.2.0 '"._ Zt5.5-W-•-PZ/o•5_.,.,�.- '35za'0�1" E 275 5390. �89Zos2o' --to_50. cPZ. "J5� Z30 Z:0.5 2'J.D_ •L2 i �j 4_[205 o Zs•,�c�.�aa►a�sJr CJapBEACH LANE 20.5 I 2.0.5 Z'S+C• r»Z�S.o•-1 l-z3.o r"za.a i r zo.a zro 5 '►+'`.'r'• zo.5 za•a �..rr- �.zo.so ZpS �^i� r• 2o:g• �z,s O z0.5 t6 00 zo . 5 ... - ww-,.. .. zo: S za:g-+tiw�.-- = S Av AV A SONS .am mam amab Z2, PAVEMEAlr S 89'35'01 W LINE TABLE 2645.309 LINE DIRECTION DISTANCE L1 S 00'24'59" E 50.53' L2 N 89'35'01" E 0.50' L3 S 00'24'59" E 60.00' .e w CURVE TABLE JULIAN AVENUE GRAPHIC SCALE a �I I o goo a eo roo zoo 400 J CURVE RADIUS I LENGTH TANGENT CHORD BEARING DELTA C1 25.11' 39.64' 25.31' 35.65' N 44'46'47" E 90'27'41" C2 370.00' 138.17 69.90' 137.37' N 11'06'51" W 21'23'44" C3 260.11' 342.77' 201.41 318.50 N 52'39 52" W 75'30'13" NOT RELEASED FOR CONSTRUCTION Inch Boa ft.GRAD11iG 8c GE PLAN., B . . I M Masteller & Moler Associates, Inc. . M CONSULTING ENGINEERS LAND PLANNERS t . . s ;. Office Box 781045 Post Off . •. .. sees. .�� , 978-1045 ` Ph: 407 589 4800 Sebastian, Florida 32 { ) ®� - M C R(DIVE .V 0 � � RN �• � , "BD���� ' : - -- ^. - .. - - , - _ f'LORIdA SEBASTIAN , '71t1• to a/ dooumsnb d+kh ►ss tM eaPYrl�t of Yasbllr i MolarAssecfatM, b rested solely Im Yostsller Z Yoler Arsak"16 Ina. lls.e dbau"+•nb see rov to me a~ •ally ti ., ml. re,� Any•m.r wee b .r sir •r "Live ads, h«. other or ssdoomnebr+teof Ys'yormahrM A� dbeta Red M G- • i low.' r+.�.+t to .sera writ s . - - NOV 2 1990 DRAM �.�.�. -.. ��°� s.�.r.,. .. DAM ICE -89 . • -: .. - , _ ,:.. W.O. - :,. 13 90 REi//SF—D PEP Mr—' COMMENTS F` �.F�s . SCALE t :�.,'pRA�.t/gl3E EASEM`E.VT,... J• �5,��►s SHEET A• OF nL� NO. - DATE DESCRIPTION DR A PP STANLEY 17. MAYF! L0 P,E. FL 41997 - , o,ONM A933 : REON, ..� ` VISI . - i r F- .. 1 .:, i .�:_- sees- ......_.......... '- t. - _.--z ._ f.,r ....� .:.. ..�. __. : -. - _ c.-.. :... ..:sees._ :. �...-.-sees _ .._... ,. ._.. ... sees_ _,.__�_�,�.a--___ _. .. sees ,. .. _. .. .-... s i �• — �. - sees _.--...-. _ -., .. ...- `� \ T ............ \ .' 00 VTR 3 < .28 24.7 � WLd ------- \ I. �\ F Lr t W a \ Oi N Ld \ i W `\ ;\ W m J O 28.9 i 1 I . Q it .. CP UDJ. f 32.9 , STIR TYPE GRATE 2' WIDE THROAT r INVERTS ``' r� ° STAT2ON AND OFFSET.' 1'.. TYPE."C'. MOD 26.0. 25.5 N,S 22.0 5.1+.74 SO. 0 E.•. 2. MES -- - 12.0 4 • 90-'102.d.E 3. MES -- -- 12.0 3SO + 00.•'. 0 4 TYPE 'C• MOD 22.5 22.0 N,S 16.3W,.15.8E . 290 +`00 - 0 S TYPE 'C' MOD 22.S 22.0 N,S 18.5 '180 * 00 - 0 -6 HEADWALL . :' 22.5 22.0. N,S,W E0.5 . .32 '+ 68 - 22.0 'W 7' TYPE 'C' MOD 22.S 22.0 N,S 16.OW, 15.5E 180 +. 00 - 0 8 TYPE "C" MOD 22.5 22.0 N,S 14.4.W,'E 2901+ 00 - 0 9 MES' --• -- 12.0 350 + 00 - O 10 HEADWALL '22.5. 22.0.NyS Lm5 2S + 46 - 22.0 W -11 TYPE 'C' NOD 22.5, 22.0 N,S ..16.OW, 15.SE- ISO *`00 mo 12 TYPE •C' MOD 22.5 22.0 N,S 14.4 W,E 290 +,00 •'= 0 13 MES -- -- 12.0 350 4 00 - 0 14. MES -- -- 12.0 '13 + 20-;280.0 N 15 TYPE `•C''MOD 22.5 22:O E,W 15.6S, 15.1N. 13 + 20 • 220.0 N 16. TYPE 'C'.NOD' '22.5 22.0 E,W 18:1S,.17..6N .13 •.30 - 20.0 N 17 TYPE PC' MOD 22.5 22.0 E,W 18.5 13 4.20 - 20.0 S" 18 TYPE.'C' MOD. 22.5 22.0 EfW 18.5. 1,- 90 - 26.0.S 19 TYPE •C• MOD 22.5 22.0 N,S 17.9S, 17.6NE 1,'+ 90 +.34.0.N " 20 'MES --' -- 12.0 2 • 70 -'90.0 N 21 MES -- -- 12.0 9:• 86 - 330.0 W. 22 TYPE 'C• MOD 22.S 22.0:N,S. 18.5 '' 9 + 86 270.0 W 23' TYPE `C';MOD .22.5 22.0 W' 18.5' 38 • 05 - 210.0 N 24 MES -- -- 12.0 37 • 45 .-.210.0 N 2S MES - -- :23.25 -'20 30.0 N-.: 26' MES 23.22 39 20 - 30.0 S 27. MES - -- 20:75 0.' 10..- 30.0 N 28 MES -- -- 20.62 . ^'0 + 10 .- 30.0 S 29 TYPE'•C•'MOD 22.5 22.'0'E,1i 14.5 5 + 80:-'.26.0 S 30 MES -- -- 12.0 5 + 80 74.0 N=' 31 TYPE 'C' MOD 22.S 22.0 N,S 18,0 " 14 90 - 272.0-W 32 MES -- -- 12.0 14',+ 90 443.0.,W - - --- , .. • I CIO 'Z z I . 9 � vsZ q� `,.34 J7 t \ f� 3s \ t W W N _.. t ± ,¢ \ 0 A. 0 . -.. f ( . �^w-tom I �\ U" I'ri,v 7r"I, IFtim LUN-111'I ..LF_ RL1')pl? ... .:,r in Itn 7.rt rt 'art 1 Ir) 7 ,n ..,t 4ti rr t Al 41). I t 4 'r,f) (.0 i :Sri tu1,1'. ,.fr t0.tt tr, .'4 'r .1 .7 is I v 1 R 41) 1: 24 r.n '.ti•rl I SODDED EARTH BERMS BERM TOP WIDTH B 1 5.. 25.71 " B 2 25.:71 B 3 27.'3 B 4 " " 27. 3' B 5 30.4 S 6' 30.4 32.0 B R 32.0 $ 9 " 33.4 810 33.4 Ali, 34.1 :., t S L 1 I. t f��._... _ 5 T 20 5 G --+•t F k+ I i 1c i Tc H - �. � �� � s R 3i T \ IA01D , 572t3Z - s i z •; Z3. "� - CSE E SNE�.T- �O �� _ I � � too 0 Arq GRAPHIC SCALE 5o too 200 c IN FEET ) 1 inch 100 t _ f . +p0 DRAINAGE AREA MAP A - NOT RELEASED FOR CONSTRUCTION DRAWN C.Z).t= M Masteller & Moler Associates, Inc.'! foE� ... ..ai„ • t. i .. e Post C{`ice Sebastian;Florida ENGINEERS Pox 7 810 : 4 .� 3297/F-1045 LAND PLANNERS _ Ph. (^ )--. +o� 589- �8�0 . - SEBASTIAN /�\� \( �%% � jj (1� (� �q R(O �V SUBDIVISION - FLORIDA -Title to cl. documents which Dear the copyright of Mastdler t Motor Associates• Inc, is vested solely D+ Maateller Mohr A.aoelate4 Ina These documents am provided to the owner solely in cornectlon with thb protect. Any other use - dI reuse of these then d1sp or any of the uatton dbplay; sal.. or other dhpoaRlon of these dowrrteraa by anyone k s�resaly prohlbtted wlLh- - out consent of MocWer tt Molar As totes. Inc. - pursuant to the faders! copyright tar.' - - NOV - 2 1990 - -. DATE 10 89CONSULTING W.O.34 - _ SCALE t - - SHEET 5 of 2/ �._. NO. DATE DESCRIPTION DR; APP STANLEY F. MAYFI LD, P.E. FL �41997 REVISION DWG N°- 0 4 f S :.. Z 5 t .., � I I I —� 20. 20.5 zo:5 i 5 2 5 • : ... .: - N 1 iII - � 9 0 .�nnn�•-� � a —,. ._ ten- K ..m�— ZO 5 4 _ TAN_GENT___ 25.31' 201.41' V L14�f�9��5'01" _ CHORD _ _ BEARING DELTA 35.65' N 44'46'47" E 90'27'41" --137.37'_ N 11'06'51" W-21'23'44" - 318.50' N 5239'52" W 75'30'13" NOT RELEASED FOR•CONSTRUCTION- "ids to dI documents whbh bear the copyright of Mestellw & Moler AseocIctes, Inc, is vented sowy Ir Mc►tella k IAo!er Anocictes, Inc. These documents ore provided to the owner solely to eonnectbn with this project. Any other ux or roux of these documents or any raproductbn disp'cy, sole, or other daposftZ of these documents by anyone Is exp a ly prohbtted wlth— out consent of Mosteiler k Moler Asaocietes, Inc. pursuant to the Federal copyright low.' DRAWN CHECKED S .� DATE ! 0 - B a N®V 1990 W.O. 34 SCALE - l SHEET G OF 21 STANLEY, F. MAYFIELD, P.E. FL, #41997 DWG NO. 8933 e i I .. t i { STA 39+36 a i H I 5t9 OF-FSET27� OFFSET 15 FE73 v TAP w/2 ",,t : 8 4 O W F" F�T Y P� _ L g' x�" Er ►�/ ram' h"Yi7/livtJT / ? fn �C�•C w \ .4. is oFFsE7- 27 \ 6 GV M ( w STA.i►70 OFFSET 20 i STA 3 PA 60 o `hJ`'.'srA 2 9 FIRE HY DRN.IT CTYP.� R' ire a U - eI'�A- 5�o.0 J o0 20 D?Ain INAG ^� IS' lr.J o.G>= '�St�n�1�t� t�t-r -� uTIUri�SE► , o \a GRAPHIC SCALE 100 0 50 100 200 cm 400 6 CPV .T w/DOx c.oty PAD t ( STA 35 70 J \ F_ ( IN FEET ) I N E_ SEE SHEET 8 0� 2 1 1 inch = 100 ft. t UTILITY PLAN A DRAWN C . J F= M Masteller & M of er Associates, Inc. for CHECKED S.F.M. _ of Masteller t Molar Assoelat«. Inc. a vested _ 1ggp.. DALE g9 - 'Tltie to aA documents which bea► the copyright ` IC7 olar ► CONSULTING ENGINEERS LAND PLA NERS in con Mo with t Motu A>soc�th Inc.0 # M ����j��\//\� Q ORDIVE These documents an prodded to an owner solely V L Y v to play, d*�on rtlh the pdisbct.pos My other use NO or reuse of these documents or any reproduction W.Q. � display, sds, or other disposition of these documents by anyone Is expressly ProhlbRed without SCALE 1 7/,90 R YISED PER =.FZ.Go GOMME1aTs COIF/SFI+i pursuant cant to of Masteller o Mot. Aeaodates Inc SUBDIVISION pursumt to tM Federal copyrl�t hw.� SHEET 7 OF Z N0. DATE DESCRIPTION DR/APP Post Office $ox 781045 REVISION . Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN FLORIDA STANLEY F. I�lAYFIE , P:E. FL, #41997 DWG NO. r I ... . ... .. %'. ))�\ A�. A. I . . i i I , : i I -__.. _ .. . ... -. . b . 1.... �. . ".-, . .. � .i. ,..- .I � ,. _1;�.i.$,If �.I �. :I.I.I'1I � ..:, I. I �,., - ..I -� � , . ,.1.. .II I ,.�;.,1,%,:..,. 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II �I I :.., 11 M CONSULTING ENGINEERS i- - I LAND P CANNERS C✓�i(�j (�(�. VEV .e.Ltd t.S lTll� R(O MI-... ......:I.I. ...III . . I '�I I� I 1_. 1 . . I 7 tN0 RV-V%SeM MPr =. F4.C.o . GON1N16MT COP�5FM I1I .. . .I1I 11I .I . I . I . I- I. - - . . �=- . .1 . . �0I. 1 . SUBDIVISION lI I� II II., ,, �, .'; .. . 11 I .. I : 1;'. . � -I No. DATE DESCRIPTION ` �. � DR APP Post Office ,1 I II Sebastian; B ox 781045 Fioridcl``32978-104 5 Ph. 407-589-4800 SEBASTIAN / / ) �. .:.: .-1 I i FLORIDA � I . .- I.I� '�..1 � 1 - REVISION � -.. .. - .' . .. . _- _- II � . . I . -..1; .� ,:I I [ i. I;, r I a - ' .-: _ --<- I ' .;. . I � . a, - . . _ _ _ _ - - it 1 a -Me to di documents which beor the copyright of Mastellr k Moler Assoclotee, Inc, Is vested solely In Moetelir ! MolMolera, Aesociato% Mle24d' These documents are provided to the owner "sly In connection with this protect, Any other use orse reuof these documents r ony reproduction14 display, ode• orother dleposltlon of these documents by anyone Is expressly prohibited with- out consent of Mostellr k Moler Assoclates, Inc. pursuant to the Federal copyright low.' I • I NO ,v ���� I , '� l \,,� 1,.! 90 19 \d DRAWN C.J .F- CHECKED S-T:'-_ ,M , DA1E 10 - 8�' W.O. 34 SCALE I" = I n(2)' SHEET g of 2l _W STANLEY F. MAYFI LD, P.E. FL, #41997 11 DWG ND, 8a33 .. I -- I . f )?/.$Pf IA.IRi tl- •IM I.-4V. 4 /4-14 lAoV. 4 /4. 11 .25-1 fPR0l�03EL� PROF/LE OV—='Ar -'-.,':Z,4V17)ol 5 E WeAt go- 7. 2-f A' V. e aS 15- 5- Al 70'01S N. 20 .5 0+00 -j 00 7 1- Cc-) 8 + UU 5CALE HOK-z.. V ---------- W DRAWN CHEC)(ED 5-EM. Vol DATE, jj-g9 W.O. 3+ SCALE 4,15 kl,97ED - r--- I-HrPT /,0 OF ISTANLEYT -"I' DWG NO. K NLA v , ,.. _ ._. ,:.. ,. :.. a _.-r—•--�^ ...., .. ,.... ,..., .� x, �. 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( E 9 S I Qv I(e . 16 SCALE : Horz 1"= 100' Vert I" = 4' GRAVITY SEWER PROFILE 1 I� SCALE Horz I"=100' Vert 1" = 2' Masteller & Moler Associates, Inc. CONSULTING ENGINEERS • LAND PLANNERS HM Post Office Box 781045 �'zi Sebastian, Florida 32978-1045 Ph. 407—589-4800SEBAS11AN C ) fog ' WO(DWIER8 (OROQ V SUBDIVISION 1 , FLORIDAREVISION 'Me to dl deann to .t+kh t� the ooplrW of T"" � ~'�a Theee dca,m.,b we ProNd.d to tl,...n..elNy hip a eonneetlon �+ tom ro},t My oar u.. or �.e of tt,..o dewmentf a �,y ,.�et,etl«, e w a,. r.d.d e� �dVoy, vole, or other empwMw � a,�• wtd*cvor„t. by arlarteyme Is y prohlDrted .nr- out oone�,t of MartelM► t Molr Aeeociotee, klc �OJ9O �p�1 DRAm CJF 8 KG (�((D C DATE y rqo .. 4 ( 7�90 REVISES PER S. R. Co COMMEfJ'i'� gd.F�,FM r=Al 5' t�10TED NO. DATE DESCRIPTION DR P /A P ! r STANLEY F. MAYFIE , P.E. L, #41997 893'S We a� ' I � I y { I MH 4*36 RIM 2-3RIM INV- Ia.B3 (E) I NVR 18.78 5) M H # 39 IM 23 INV = 11.576(N) INV- 1 1-n (E) DROP M N# 4o YPE A RIM23.0 INV=11.03 (W) INV- 10.9A(5).-- INV'18.12(N) 0 0 3 I 3 I _ 2 a ' I 48 � I 2 I a � rn 0 -- }-- �� -- nv 43 a PT 19 1 1 0 PROP MH #4 1 TYRE A RUM 23.0 INV= IO.ta2 (N &S) E1dk37 23.0 o INV=l9.3 0 46 _ 47 I + ---J I I 52 53 54 b5 6fi 57 I 50 51 94.45 I 0 0 0 M H*}2 �143 RIM 23.0 RIM 23.0 INV= 16.66 (E&W) INV= 17.98 (E"a.W) i 0 o o pT ,oc 58 q 59 8x� 9 a~ p 98 x 96 !n + e 28 U ' IL -- MH # AA RiM 23.0 INV= 19.3 (E&W) MH 12 RIM 23.0 INV.=16.83 0 2 26 ... --• 2& LtO 24 24 AG 22 2b { O o 20 IV Ito 14 12 14 EEF 12 - a IQ IQ • 8 8 SCALE.: ALE.: NoRZ : 1 "= 100' VERT : 1 ", 4' GRAVITY SEWER PROFILE M Masteller & Moler Associates, Inc. CONSULTING ENGINEERS LAND PLANNERS Post Office Box 781045 Sebastian, .Florida 32978-1045 Ph. (407)-589-4800 for M ,rA�V'— ',^�(j — Y tii� Y �o Y V .. �U�DIV'��ON SEBASTIAN FLORIDA 'TTtl. to en doaitnenb wnkfi beer lf+e �PXtd+t e carte tleetw t Mohr K ti� T e decu r It w A»oNatd thot, a ftw s thee. deaxn�+b s» provided to the eern► eddy M aannectlon � this pro}et. My eth.r wee a reuse of 1h.ee dooumanb or my nproNcttan doocy, mK or etw d*eeRlon of these consentout of uoe.n: t yw*w�i� � t�• F eopyrfpht k.� , �/ f� +j /� oY 2 9q0 DRAm ``° S.F. M• �A1E _ 9 W,O. 34 SCAIE AS -NOTED NO. DATE DESCRIPTION DR/APP �'� I� � 2I STANLEY F. MA IELD, P.E. FL, t41997 REVISION DvnNO• gg33 "Title to all Me.wt8 which beer the coryript K naetellor a Meier associates. Ira, to vest" - - solely to Wtallr a Misr asmeetatme, Ise. Theme - - Otte ar. M•..i.ed to the e.mer i 1990 solely Is collection With this project. MY IV U V 2 1-bar use or M.me at these Mewwotg r a" rept 4tion display. NIa. or other elepealtlM M of theme cveowto by ahreee to sspresety Prohibited eltht too*"* of N"tellr a Rol" aeseclso&too. let. prre.wt to the ►eeo*el. copyright low.,.. .. �..�.... -� FLORIDA �STANLEY F. MAYF ELQ, . FL, f41997. / tHAwN c,1�g AF I O — 89l. . ;HE E ? J Lf 01 21 'WO i 11F., ey333 �- -- - .. .. .. HOSE BIBS STEELSSUPPORT POST PUMP STATION GENERAL NOTES: SCH 80 P.V.0 CABLE CONDUITS TO - - ' ! I --r- t I I. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST s CONPOL) PANEL (ENTIRE LENGTH) FLOTATION OF WET WELL UNTIL ALL BACK: FILL IS IN PLACE. HATCH I -�- T=o" I'-6" -6" 2. ALL CONCRETE SHALL BE CLASS A -A (49000 PS.I. FOR DRAIN PRECAST AND 31000 PS.I. FOR CAST -IN -PLACE) UNLESS - r \' 2-3/a"x 90• SEND OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND " t HATCH HINGED SLOE P•v.G. Fo2G€ M/s1t:1 ,. HATCH HINGED ��� 3-Na 5 /j PLACED IN ACCORDANCE- WITH THE AC.I. CODE.SPLICES SHALL " +t SIDE , I_ _L� �Jy/---------- --- ----------- `'� ,_ BE 6 TIMES THE BAR NUMBER SIZE OR 18"MIN. UNLESS r o / i� ���r ( OTHERWISE NOTED(STAG.SPL.,TYP) //// \ I - fo // / \ r - - - - - - - - - - - - 1 I I �_' 4. ALL BACKF)LL AROUND THE PUMP STATION SITE SHALL BE t // � ___ ���� ��I ; ..�.... �•':•:::.•__�• I 1--1 COMPACTED. 1 / 1 DRAIN z b" T7 5. CHAMFER EXPOSED CONCRETE EDGES 3/4'(TYP) LLA _ �- M:�E•:'_:.:r;; to --{+�PV TT i 6. WET WELL WALL SHALL CONTAIN A MIN. OF 022 SQ./LINEARp / / II tea-- + };; �''`1 f a FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL u ^) in o DIRECTIONS. I O I I 1I 1 i _ 1 >+ r� �:_t• • h _ - z T. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED . 11 c,+ I I = - --! FLEX COUPl NGS :i: �' _ $ r- 8. PUMPS SHALL BE ABS. 9. CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OFWET Fit WELL FROM THE INFLUENT PIPE. del �G* X 90• I BEND , I I A 6'GV (v PV I • I �•- - - - - - -11 / / 1 �._ .•..:� .•. _ 1, ^-' :�• • \ f , ____� , , , _ _ EIS ;. ------ ----MIN. -Jrrr ELEV 1 \ i L - - - - - - - - - --- ELEV LEVEL 4' VENTJ , 2.. PVC. DRAIN " OER ; REGULATORS HATCH HINGED �MERGENCY PUMP OUT 4 AMALE A N0.5, 5'• QC., EACH WAY SIDE KAMLOC OR APPR'O. EQUAL : S.S. SLOPE F FILL GROUT EACH FACE. SL I U TO NOTE 9 ! E EVE ' CENTER OF PIT `- - - - - - 90• BENDS ' { ELEV...d NOTES :i. PUMPING STATION DATA TABLE:' LIFT STATION NUMBER trP�` PUMPING CAPACITY G.P.M ,2lo TOTAL HEAD (t) FEET EFFICIENCY % .4- a�•t� r PUMPING CAPACITY G.P.M. � /a, TOTAL HEAD FEET N/A. EFFICIENCY % "/A PUMPING CAPACITY G.P.M. TOTAL HEAD FEET EFFICIENCY % 11 /s, MIN. SOLIDS PASS IMPELLER INCHES 4 71 PUMP MODEL NUMBER NO. A - PUMP IMPELLER PUMP SPEED ( DESIGN) RPM. MOTOR NAMEPLATE H:P. H.P• /S MAX. PUMP H.P. REO'D. M.P. MAX. NPSHR AT SECONDARY FEET MAX. MOTOR SPEED RPM. ILI INITIAL INFLUENT RATE (PEAK) G.PM. MIN. PUMP CYCLE TIME MINS. 17,7 ALARM SIGNAL ON ELEV. ELEV."A" lo•o INFLUENT PIPE INVERT ELEV. ELEV."B" 10.E; " LAG PUMP ON ELEV ELEV"C" LEAD PUMP ON ELEV (+) ELEV "0 PUMPS OFF ELEVATION ELEV "E" 7•0 ALARM SIGNAL ON ELEV. ELEV."F yVq BOTTOM OF WET WELL ELEV "G" 5,p *) =TZ! L N IM NOECONDARY n lvn n#kL-mnu wl-rI_11rH1 IVNQ JnALL tlt KtU1KtU IU INS IAL.L T1tK5tT MODEL FRP II: I *•`; OR MODEL 6CM REDUCED PRESSURE BACKFLOW PREVENTION DEVICE AS ` DETERMINED BY UTILITY. s 3. APPROVED EQUALS HAVING FULL UL,USC, ASSES S AWWA APPROVALS MAY BE FLOAT CONTROL SYSTEM t INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE 'UTILITY. 4. SUPPORT BACKFLOW PREVENTER FROM WALLOR APPROVED PIPE SUPPORT SYSTEM. PIPE t SUPPORT SYSTEM SMALL BE BRASS, COPPER OR O.U? AS APPROVED BY UTILITY. :.S. BELOW GROUND 2NSTALLAT)ON IN, A VAULT MAY OONSIDERED FOR APPROVAL ff FIMSHED PLAN VIEW _ W LEVEL,` 'GRADE Li_AST >L0 DE OF BOTTOM OF VAULT IS AT ' AS PLAN THE HIGH r WATER • • • ' N. T, S. _ ELECTRICAL DETAILS 6 PIPING 2 1/2' OR GREATER SHALL BE THREADED CLASS ST DUCTILE IRON PIPS I N.T S. 15ACKFLOINPREVENTER' CONTROL PANELPECIFICATION NNUNCIATING LIGmT s "AMCFURNISH AND INSTALL ONE NEMA 3A CONTROL ftfWL WITH CKLO"E AND DEAD FRONT 47IrP PlaTt:: INNER DOOR. '' STANDARD PANEL SMALL, INCLUDE, PUMP BREAKERS, PUMP STARTERS, OVERLOAD (T ♦ P,CAL I z LIGHT ALARM HEATER COILS, OvERLOAO RESET BUTTONS, CONTROL BREAKER, NOA SWITCHES, RUN PILOT RECEPTACLE SEE LIGHTS, ALTERNATOR RELAY, 12OV. CONY. OUTLET, CONTROL TERMINALS, GROUND LUG, NEUTRAL-' S.S. LIFTING CABLE AND Ea•ERGENcY GENERATOR BLOCK THERMAL OVERLOAD TERMINALS, ABS SEAL FAILURE RELAYS WITH INDICATOR 3Or'X IsUr' ELEC CABLE HOLDER W/ S.S Q SPECIFICATIONS FOR HARDWARE BILCO TYPE JD -AL, DOUBLE LIGHTS. BILCO TYPE J-AL SINGLE t�AF L. c o o RECEPTACLE MODEL CONTROL PANEL SHALL BE MANUFACTURED LOCALLY AND SHALL BE FULLY TESTED PRIOR TO ACCESS DOOR OR EQUAL WITH LEAF ACCESS DOOR OR EQUAL W/SAFETY SHIPMENT. STA04LESS STEEL UPPER CHAINS BOTH ENf15 AND S S. SCENCE CONTROL 9PANEL SHALL ALSO INCLUDE THE FOLLOWING OPTIONS S.S. HARDWARE. • GUIDE BRACKET W/ SS I 4" VENT W/ 2-4"X 90° BENDS. S.S. BOLTS B ANCHORS ', HARDWARE. FOR ODOR SWING ( RESET + . INSECT SCREEN REQQ. LOCATE OPEN (TRUE ORIENTATION) SEE ETM ETM ETM �. MAIN BREAKER 1M/ GEM. RECEPTACLE OPPOSITE ELECTRICAL CONTROL PANEL I PLAN �"Ig Q NOA watt•nNc LIGNrs ELAPSE`IGHTTIME AND HORN/BELL ALARM C� PHASE MONITOR RELAY GRADE ELEV. 23.0= o 0 0 ;, _ LIGHTNING ARRESTOR 2- NO.5, T. a B. W! 24 V. FLOAT CONTROL N NO. 3 AT 12" (TYP.1 GRADE ELEV 230 �.. MOTOR CABLE --------------- - ITYPItALI •O N =O TERMINAL SlOClc FOR - "KAMLDC MALE f ,ROUSE Hw+os TrPE Q EXTERNAL ALARMS ti t3 .. 7t. r _ p N - WATERTIGHT .. ,o -... 8- 6 -0 CONC. OPENING 4" k _„ CONNECTOR _y ARIL CONNECTOR WITH . "IKOISCONNEGT ' T - - •: NEOPRENE GLAND O - COUPLER I SET PRECAST TOP SLAB, WET 4 ro (BRONZE) ON 1� HON-SHRINK, N WELL v c torus CABLE. FuwsNEo M A 14 TO RTU Z NON-METALLIC GROUT / 2=0' 11' P.1LG HATCH DRAW " P.V. • WITH CIAIP _ _ of •2 •3 O• u • „ FLE)c_ COUPLING a No. 4, 12"O.C. VERT. - 2 PVC COWITH U STATION (MIN.) . / 3 • B. s CONFIRM WITH OIAdP MFGR. 1 -ALARMHORN SS LIFTING CABLES, 10' e" PV 6" NO.4, 6� 0_C. HOR rL LOmGER Th" OEPT?1 OF CONC. OWN _ b• Gy _ RN . _ • , _ TYPICAL (CONTROL PANEL. 1°QI v��.TE>= s+=T:_vtc� .�.iMe,�. a '• _ WET WELL _ .. - O N.,os TYPE'cGe" �.cIGFLow �cr�vE►.rr-Erb K 4-" X 90' BEND _ ►-- - + -i wtOOT„ C M FURNISHED ` - - - 1 7 SLOP�E33 e�c�rYP) DISCHARGE FRONT VIEW _ S.S. GUIDE BARS 1 CAST-tN P (olAnL) 2 (2 BARS EACH PUMP) r ..... 2- 4, 4 WAYS, _ - -NO. �n 1-11�►-t CH It�1LLN.K 5, ! BY CONTRACTOR AS •.- PER PUMP EQUIPM .� :.� '�.. OIAG. (TYP_) - PROVIDE ICAO-E G PRECAST REINFORCED CONCRETE •' MAWFACTURES SHOP •_ MANHOLE RISER SECTIONS DRAWINGS ' :•- i MANUFACTURED IN ACCORDANCE ELE V n WITH a STM C476 - A •� •i:•�•- '• 'o :• o.:'ie- •• NQ 5, Sr QC_ EW, E.F. (STAGJ T— • WTER CONTROL ►NL r"� --- ---� i OALV. CHANNEL IISE t' 6" MINI �' pLT TMRU MAST f� O !NG COtilTP9-� - 1 _ ' PUMP s�'ATle!�11 CbNST 4OL-p E3"4s y I LIM£RCK:K ------ ••--' -- ---- TRANSMITTER a RTU l=m . , ._� f 1.1 ^� wE,- w L I �. - -- - . • _ BIB UC' in EACH STAINLESS i .. I STEEL SUPPORT POST PUMP STATION GENERAL NOTES: f " SCH. 80 P.V.C. CABLE CONDUITS TO - - coNTROL I PANEL (ENTIRE LENGTH) I` , --r- t �) I. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST 1 I FLOTATION OF WET WELL UNTIL ALL BACK FILL' IS IN PLACE. HATCH I I -r—t 2. ALL CONCRETE SHALL BE CLASS A -A (411000 P.S.I. FOR T-0 I-6' 6• DRAIN - PRECAST AND 39000 P.S.I. FOR CAST-IN-PLACE)UNLESS 2-3/4"X 90• KENO OTHERWISE SPECIFIED. / I 1 / // SEE S rrt= PL.d N t= otz cr�2¢Ecr HATCH HINGED / —� 1�— 3-NOSE / HATCH HINGED SIDE DI F4�G�GE PIr--f d2,t=1,,A -taTlOti[ 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND �� -,`//i ------ ----------- PLACED IN ACCORDANCE WITH THE AC.I. CO�DE.SPLICES SHALL \ UNLESS ♦1 SIDE // I _j_ � r------ BE 6 TIMES THE BAR NUMBER SIZE OR IA MIN. ' e 3w x 4' INCIZEA.SER o / //// \ I OTHERWISE NOTED (STAG.SPL.,TYP) j*17 /// I ---- -•- --- ---� -1 N 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE / / fel - - - - \ \ I r .�•:;._;� . I COMPACTED. J N/ �I , .. , r I HATCr DRAIN •T:Pvl.I I z 4.x�d� .5. CHAMFER EXPOSED CONCRETE EDGES 3/4"(TYP)l ! w 6. WET WELL WALL SHALL CONTAIN A MIN. OF 022 SO. IN/ o :. / / 111 `-; �� i f ��' jL _-- \ _ aI FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL / 11 - 1 -d y►r._:-;...:111• 'a lu I, ;o _ DIRECTIONS. ! _ji 0 0 zT. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED t I ( I I I ( FLEX COUPLINGS ,- i �• _ $ ~ .' 11 0 8. PUMPS SHALL BE FLYGHT OR ABS. 1 / / I - r - * �'---`• 1 ,n 9. CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OFWET 1 1 ` —+— d-_ �� — -� WELL FROM THE INFLUENT PIPE. C4•ay P.V.G. 1=0TLGEM/Llt�l I A oIf;. ELEV IIAI, y� // / I 3" K 4` ItJCR FJZ 6'• MIN. ! 1� "� ..r. •:•:.:• •. 7� ELEV/"C a LIQUID r %� i , •L-------- ---------- -- -=-� CABLE ELEV11 1 LEVEL 4' VENT/ �� / 2• PVC. DRAIN - HOLDER REQA_ATQRS a -- y - / HATCH HINGED0 HOLDER PUMP OUT 4 MALE ALUM. OR NO. 5, 6" O.C., EACH WAY / SIDE KAMLOC OR APPR'O. EQUAL �' S,S, SEE ELEV tIE11 EACH FACE. i SLOPE FILL GROUT TO NOTE 9 '• ELEV. ��'� �' �� CENTER OF PIT I' 90• BENDS NOTES "FI ELEV."d'tz L -7-- PUMPING STATION DATA TABLE'': LIFT STATION NUMBER �atrd� PUMPING CAPACITY G.P.M. 100 ' TOTAL HEAD (t) FEET 29 EFFICIENCY % 41�_ Ott 6 � tEF'F�tA ° PUMPING CAPACITY GPM. NIA TOTAL HEAD FEET % EFFICIENCY /. "/Q dO PUMPING CAPACITY -.GPM. N/q TOTAL HEAD (*) F E ET N/q EFFICIENCY % NAk MIN. SOLIDS PASS IMPELLER INCHES 8" PUMP MODEL NUMBER NO. A ,22 41 3" PUMP IMPELLER INCHES CB-/1 PUMP SPEED (DESIGN) RPM. 950 MOTOR NAMEPLATE H:P. H.P. 3 MAX. PUMP N.P. RE0'0. H.P MAX. NPSHR AT SECONDARY FEET MAX. MOTOR SPEED R.P.M. INITIAL INFLUENT ItATE (PEAK) G.P.M. MIN. PUMP CYCLE TIME MINS. ALARM SIGNAL ON ELEV. ELEV. «Aw /O.O INFLUENT PIPE INVERT ELEV. ELEV."Bw /o• 55 LAG PUMP ON ELEV. ELEV"Cw 9.5 LEAD PUMP ON ELEV (+) ELEV'D 9.0 PUMPS OFF ELEVATION ELEV. "E" 7.o ALARM SIGNAL ON ELEV. ELEV,`F ^//q BOTTOM OF WET WELL ELEV "Go S.0 U WI L N I NO NO Y *) PdNTS. CONTRA% PANEL. SPECIFICATION FURNISH AND INSTALL ONE NEMA SR CONTROL PANEL WITH ENCLOSURE ANO DEAD FRONT INNER DOOR. STANDARD PANEL SMALL INCLUOEI PUMP BREAKERS, PUMP STARTERS, OVERLOAD HEATER COILS, OVERLOAD RESET BUTTONS, CONTROL' BREAKER, HOA SWITCHES, RUN PILOT LIGHTS, ALTERNATOR RELAY, 12OV. CONV. OUTLET, CONTROL TERMINALS, GROUND LUG, NEUTRAL BLOCK, THERMAL OVERLOAD TERMINALS, ABS SEAL FAILURE RELAYS WITH INDICATOR LIGHTS. CONTROL PANEL SHALL BE MANUFACTURED LOCALLY# AND SHALL BE FULLY TESTED PRIOR TO SHIPMENT. CONTROL PANEL SHALL ALSO 1NCLUOE THE POLLOWtIlM t"b" • MAIN BREAKER W1 BEN. RECEPTACLE • ELAPSED TIME METERS • ALARM LIGHT AND 140" 1 BELL • PHASE MONITOR RELAY • LIGHTNING ARRESTOR - • 24 V. FLOAT CONTROL. j E/P j i i i i 0. - G� 17 , 2- NO. 5, T.8 8_I W/ N C NO- 3 AT 12 (TYPA t GRADE iZEY 23.0 ` 1 r I/:ITOY•OIRCALfBIE.ry -,---- ---- 'l_ _ �,.• ------------- T[a1PIP1AL tiIOCK FOR Is"oCpRtZ/�LaATEI�p :tT :' ..8 •KAMLOC'MALE , CROuSE - HINDS TYPE 'Q EXTERNAL. ALARMS 1�g� 6'—O� OOrtC.OPENING 4 KWIKDISCONNECT p 'kAML.00-COUPLER C%d `CGe_ WATERTIGHT CONNECTOR WITH SET PRECAST TOP SLAB. rL WET 4" 4'(BRONZE ) Nfo+°REN£ GL1N0 TO ON 11NON-SHRINKWITH WELL •' I IrL" P-KC HATCH DRAW 4.' PY.NON-METALLIC MATCH CABLE. FURH6HE0 PItAP- R I{ TO RTu GROUT I 1 -M 2 PVC CONDUIT TO STATION (MtN.)T COUPUfIG a N0. 4 LZ�OL VEFaT- 8" ' � t CONFIRM WITH PUMP MFGR.FLDC &S. LIFTING CABLES, 10' :�' 4` 4-P.Y N0.4,6�0_GMORIZ N ALARM HORN i Sr^_-rT01..I SIT P'N CONC. O ( + 1 LOt.GER T?tAN DEPTH OF _ - ••I; GY �' � � TYPE -CGII TYPICAL CONTROL PANEL � IV WET WELL •=�• HIwS e, : '- 3• x 90• BEND — , _ — ►-- — �' - CONNECTOR FUR«IsHEa wITH PUMP - � .. .•.. �^ FRONT VIEW . ::. SLOPE 3• :• MLP ITYP) I O15CHARGE It TEE AS REQUIRED BY UTILITY SS. GUIDE BARS 3 e �— owl.L) _ _ (2 BARS EACH PUMP) BY CONTRACTOR AS CAST -11f- S . - ...... . . • - - . , ..... .. �.. _ 1- - •... �� •.-.. : !: '' •:'� ': - 2 - NQ 4 p4 Mf1iY5, DtAG TTP.) - o — ! PROVIDE DUSHONG TO FIT CABLE (1 PER PUMP EQUIPM :.- FACTURES P iAANU RES SHOP � PRECAST REINFORCED CONCRETE MKH AOLE RISER SECTIONS - • . DRAWINGS '• MANUFACTURED IN ACCORDANCE : • s w ■, ELEV. A • WITH asTM G476 - C • METER I:OKTROL t•PIL i 1 i' GALV. CHANNEL TMu MAST 6" MIR '' BOLT 1 1 "LIMERCCK TFJt tAA■A elal .;_+ TPANS&MTTER • RTu , GRAVELAROUND Ts THIS sE IFREQUIRED s10 tt 10 � Ow .X?✓12. 1-4 6.-e. I 4 ALL STRUCT. SIT UTILITY- lZ' ELEV■B■ II II �/.tilING c 4Z-� I PVC CON"T . ` To . STATION /0 Ij • DBAaE� ER WIRE € PUMP1 I ( a- -,A 8-pS INfrL_UENT PIPE MOTORis ' FwtSH GaAOE xl � COtit�T'p 1„1G'T-' LOLF 6" (DIP) O.Ob�4 ,/� INV.a IO.%% �. t (S�EsIT Fs-�: Fo2 coo ter.... orz,e�.rro--rlola)• —ELEV C (ONDInT TO ►OIIIfR p I; ; e l COPACKTE SUPVORT • - • ■ POLE SEE SITE RAN '1It. 1 1 _ ]Q00 F5, t•Ol/tEO AGAINST I • RUBBER SEAL. FILL JOINTS ELEV. D := . —PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB, NOTE CONDUITS TO FvoW, 'I 2 ItW' ;, uHoiSTURWO sow ♦\' W/ EMBEGO GROUT OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY. STA SEE FLAN �`- !1� ♦ I"QJ W/�TG2 SETLVICE W/M�TE2 • ;... - Sig c Low j I ELEV. `E■ ::, Rouro Rao `. ✓�- t sncKFww az�vEN�- E/P 9 Yn1. ELECTRICAL SERVICE ij 9" MIN !S- — NO. 4, 6' O-G SHALL BE 3 PHASE. FRONT' ELEVATION . ♦ SEE t�ET�>ft_ sr -IFFY is ovzt IS" , ELEV. u o " F" �_ ---STAINLESS STEEL 80LT5 AND P. SEARM LEDITO PREVENT RN SMALL ETER� CONTROL •NL Q 1 Ynl_v�.x ;; 1"1 Rf 1 } ANCHORS FOR PUMP BASE' LEAKAGE. FEtiIC�E� C-rvt�j L.INV, " GROUT CORNERS- O N w . s- GALV CHANNELS Ix CoIVST2uCT' 4•" P.V.C. OF WET WELL b ELEV. G . CONTROL PANEL TO BE I Fir-cE Ma.�nl �i?> -4- APPROVED BY UTILITY 1 (FULL CIRCLE) _ - NO. , O-G IN CENTER. SEE 4 6- PUMP STATION BEFORE INSTALLATION. MAN e+cR aru L3 GENERAL NOTES FOR WET WELL WALL REINF. o PLAN VIE y =:• 1 x '�- - 6 MIN_3/4- I r. /� ocLlMEROCK - Y 1 V \i I V► I :fly o - T PICAL SER I E • v • 00� .� p - . o di o�• 3- GRAVEL - ENTRANCE ! STRUCTURE dft NO.S 6oQC. EW. E.F.'"o ENT f t�c�eriRT'Y 1..IN 2' MIN. I C371�1TtZG�L_ i�dJ�lt__l _ 2 MIN. Pump, sr%-rtit�►.i wtST" wE L t- I 30� I CONTROL PANEL DETAILS _ I N.T. S. SECTIONAL ELEVATION PUMP` STATION, SITEPLAR I- N,T. S. -; PHASE II SEWAGE PUMPING STATION DETAILS { NOT RELEASED FORL CONS'RUCTION DRIwN C j � M Inc. �{ astell�r ialer l�$soc�aies ! �,,, .1,1 , II61 eHCaED s�r� 'Ill l• Iw •11 A_IYM•1• Mlrfl •o tYlrl ..... «•.... ..._..._. _-»- _._...W..._..._..... -. ,f Ib•d•I1,of 1 loot$o ►..«%1HP•. Iwi 10 •FII•• +Y UI Y•o%•1Or 1 ■w 14 1••. 1" ifl. OAT# 4 r/ .., �_- • � C.'•_. �„+ �. '. ', ;. - � - - rw. o• N%ww%o •rri r1 w.11•A Ir 1M xrnoh - .: CONSULTING ENGINEERS LAND PLANNER -(DROVE,. - - - .rUlr Iw .Mwa 11w« •1f1 1«1• ire fthl byD A -�- wlfl•1 rr• MI h•Hr• wf 1Md,• AN. Y{dn/• tll ,«1 1"' O �/ � W L:-] AIorIP►: odld. •/ wl •d1 AIOPr•111«« : lilVCj . 1 - -_... wf %flood Mr w■•wl6 110 •wrtlw• is Itrrd Aol, SC . -II St.At F '" :. � -- -. -.jj-.l'_F. .. � - - - p1 r«IAIId7 rllfltltli 4•wN«I wl ■•oNI UP 1 .1..i IVl.,1 c'.1-:.1 1 r •c ' . .. w«.. SUBDIVISION UESkIPIION t. .. INO DAT( PO4L Efflv9 00 1045 o� EASTN041907, � �.3o5 M09 4 D�Wtllt nEVISIONS � t Nt)Itr+ E t`eIr "u, { 0 0. NO 5, sr ac- Ew-EF'(STAC•_) �•o i %e C ONC . - FI Li - 'F , J_ a 9 i , 3 I j i d g w' 3 *� ' {4r Y SSpp\Y 4� , �Y i[ _ (1i I� SHAPED BY TAMPING TO FIT PIPE. WIN; qmw I A. YF' 1. I f t C 4. E, r i ' a cD Lc: N0. z ,r. DUTY,E # F M / RA V R COVER STANDARD No. 175 WATERTIGHT _..- SIDEWALK -K - No. 175 WATERTIGHT N0 1270 PIPE SIZE SHAPED WIDTH BED DEPTH . „D„ A,. 1. B., , . . 4 6" 5 4 " 81, �{ 6., 4 .. 10" i 7-1/2" 4" I "- 9 • 4 , --- 15" -- ; `II-1/2" 5" 18.. 13-11/2" _ 6" I. rc v Iry r M I r w rlC 14%, rr YYM L L [ 1r r v Iu � vn a �� n w�. I 0 .5 •7 : I . _ 2 5.0 � x I 3.. HANN F R F T R TI T 0 0 - C EL5 0 0 0 E CONNEC ONS (S JBS _ SHALL BE CONSTRUCTED FILLED WITH SAN D i ... •. _ " .. ,. 9 COVERED WITH 10F MORTAR - - A" WIDTH AT TOP OF PIPE "B" AT GRADE (ESTIMATED) C" COVER "D"PIPE SIZE':. 24"MAXIMUM 6� 4' OR LESS 4", 6", el: 10a 12'� 30"MAXIMUM 6' -10. 4' TO 5' 30" MAXIMUM 10'- 2d 5' TO 12' 30"MAXIMUM 22' 12' OR OVER 36"MAXIMUM 22' 12' OR OVER 15r�, 113" . - - ..+ .y.: r: {��J� r?:.,':!..�: ••• •• ••-�••• ,-...v .. ...nv .+. ...�� u i.a ,r. .��v mrrl- pG _rvnInC ,rnuir-% iivW vr. I nt'-Wv"i% 'rKt- - VATtON OF ADJACENT P • -, '••.•. P0PERTY AND STRUCTURES, "AND -THE 'SAFETY. OF. WORKERS. BEDDING DETAIL :kt.t�:/!•' fir''.-•.� .• ' TYPICAL TREN H WIDT D T H E Al LS 9. SANITARY SEWERS (INCLUDING. SERVICE LATERALS) AND WATER MAINS (INCLUDING SERVICES) SHALL GENERALLY BE C T6JCAWAATCO Akin CAMIORoVOcruprolSoiore, eu'A101 FocT�„II�� SUCH HORIZONTAL SEPARATION�..LE'. i '.. S NOT.. POSSIBLE, RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2' - Ir ze r-0' .6 mom. Reeoanerdee sizes are for concrete pipe. Sizes for onwr types of pipe swot be verified for fit in ooeordarce with Index No, 201. For larger pipe see bottom Type J dare# rWO and Index No. 200. Baas Of Sleerolt Drop• itDtogonal ROOM Only �j 'r e A e •q,,Qe �g in A# Except Ding r►st Row � s e *4r// M o Woa+ff • -r -r- 5.8, 5 B' 5 D' • ,* • 7' 7 B' 7j, 6.5'* • 8 f 8B' 7.J 6.54 • 5 2 7.8' 7B' 5JJ' 2 _ 8 _47- S 6.6 3' 4. S 93 . 9B' 3B g!F A)30' E.44 K1B' 3 2' r Cl r L _ c ,t S. r r - IF g• 0 8• r' 8' �1 Csla�t► �� �Ry/ ? O e - x / o r Ki l f'- L^ 2 2 r rb/e Sd �i* A e - Distance from frail edge d siderdt H16 f! Ian ��e 40 ` e{ ` / b back point d 12 : rslape. J rcrwr C1eor (( V °�/ • Bost of sAdewdt drop required for ill - i - A J }. PACTQRIAL NEW Batt of s/derdr drop rewired for PLAN: b f ; .< s►devdt alapas ODe and port 0.02. 6'-o'rSAl.t r6rSlyi I WitAaA Graft ) SECTX�W BO SECTIdI► AA °r� 6'-0'Curo TraresnAon J O'Orap Cure 6 O'G11r0 T►ansnAan ,p d a►ro fare W sAolrn An Pions (bom T p Bart Of Siddswk Sldwedr (5' Std.1 rA'reea pf/ltrrrsa � � of j ONttrr T 4' - JQA o QI SAern Trfw *r t - - J w� b I I 0 0 rdAcdQr►t une �.- Ante+ r- S• r s r s #� } .Craw Berl i 6strtsr Stu a' r-a' tp or Q,rntr -�j �'-� } SECTION M i AImr. i DD (�i x�, - 1 I t OD4 - ` - See Rdex Ala_ 2D0 O� O --- - -� L 5 r J r eo 0/1oID Cure I Coro 0 GlAfer ODI / Alan.. O AbI Asses Akan 2'd Iti Aelwr/ aura edjxmt b dAopond frep z INLET WITH BOTTOM/ TYPE J F Stearn i ` awe wntlrn eloesvl! IIrtI►s Traffic Orr Standards. Wald Main flora a 12 , IN". Y Crosardft r� and co flQuOtiln Toro erxst 0oreford b T t With f/ °-� Fillet reds i• morn Bars 5' x S (AbkAw! For Cross Bars 1 SECT BB x SECTICM► . DO Cross ears f f , ; r IF Con►rnae raid At win Bar Abldw 1 SECTOV CC worn ears And Cross Bars FAeh On Tap. I r- r 1. Tins hid with per~ bur grime sk* be used for tAwned access j-- --� �- t /n� facilities and offer bAWde restricted facirrtAw Auhj ct b n.aly 1NTRABLOIrK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE TO SIDEWALKS 5 GuryOr TrmsnAan 5 * 5'QATer Trarnsr/tan Awft and. war be used In AaaetAane Ielet►e AMds Too A and 8. 'I To Be Pold For As S+lmA*w Quttar To Be Plaid For As aces To Bo Plaid For As Shadder Gutter with tree grate igna�q, ore unzsaedeEo GY+ Ilofted eocera C facnnes with eeeAgro+we e+tidr eeaewes erg en asonrr ►aennres. For Grote Details rndGding races arerpassnlg IAeWd across nrgnvlars_ ma relktrl►ne Bar* Of ANa1 See Index No. 231 orate still be used. D �► - - -��� Of Qrtter E E 2. Relrtorcing sled all Ala. 4 ears at p'clr►ers Coln cars rttA I CURB CUT RAMP • rdwarorce b Inside d WINS and Ao►Aaw- errs b be aA or beet Olbe - : for � aNhhv dorr.re wrastl 1 ' Bar Stt,ds ttT -'Ctrs. Alf Sn:Gs STOP VIEWS F 'J 3. AN exposed wises and corners SW be bead to � radhr. tare► _ . ___ -- - --- - ,,{ ` --- .---=a---� - 1 I. When Alternate G gross Is sdrnled b plats. Mr grain Is b M j} 7 �� TAaarenkd T ( , I 1 e not d4wet7 9040100d Oftw faMkdkn. t Qdtar Lhr -- NOTES / S. For sllodarnentory eehrlls s« ht+ex Aepd. 2On Ord 2(lr. !I I{'t OI/seI •_: SECTION EE i' 1. ALL WORK SHALL BE COMPLETED _ IN 10. ` CONTRACTOR SHALL' COORDINATE ALL WORK WITH } WITH FLORIDA UTILITY COMPANIES PRIOR TO START OF {, CONFORMANC .A APPLICABLE Lip Of9Ater '+ DEPARTMENTS. OF S +.TRANSPORTATIONS 'STANDARD CONSTRUCTION IN.ORDER TO PREVENT DAMAGE TO ear Ske _ a SPECIFICATIONS FOR ROAD AND BRIDGE EXISTING' UTILITIES AND THE ADJUSTMENT `ANIs/OR' 7 / / /SAorshltr Pbraaeert j / / / / / (See Defen! GENERAL NOTES CONSTRUCTION, • LATEST EDITION AND THE INDIRAN .. RELOCATION OF SAME IF REQUIRED., D / �TDNy ter �1 RIVER COUNTY PUBLIC WORKS DEPARTMENT . SECTION FF I. Tnrs nit Is eeskvw for vnAsgw swot". d,Aynes. or ONeer drew -,elect to DE TAIL Or BAR STUB to" wlwrAaods. mInA etee debris and subjwct Rr pdewtrMn and/or ST ;: AN DARDS .. il. CONTRACTOR SHALL COORDIANTE CONNECTIONS bAareya ►reffk. TO . E STING STORM DRAINAGE 2. INLETS SHALL BE PRE -CAS ' � XI ORM RA #AGE FACILITIES AND /� T IN 'CONFORMANCE SHALL VERIFY LOCATION 'AND ELEVATION OF SAID SHC Lars aimw TRAN$iTADAr STEEL GRATE t, w1wn °ttKroM 1 orele is srrctfrd An plans• ow groh Is AP be Aatd4pw WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 FACILITIES PRIOR TO THE START OF CONSTRUCTION. peNlentzwd after fabrkotAorr DAY 4000 PSI CONCRETE... ALL INLETS SHALL BE ANY FACILITIES DISTURBED. SHALL BE REPAIRED TO TRAFFIC BEARING.EQUAL OR BETTER THAN EXISTING CONDITIONS, 3- Rabwrdwy 4 ears of Arctrs. bode ■qs. Cut or bawl bars as of wq of /+Olt b dear ill» � 3 .:. SHOP DRAWINGS SHALL BE SUBMITTED- TO THE ; 12. CONTRACTOR 'IS ADVISED ,TO FAMILIARIZE OWNER'S REPRESENTATIVE FOR ,REVIEW AND APPROVAL HIMSELF. WITH THE OVERALL SCOPE OF WORK TO BE I_ Aaestoew/ aetpwa aril corners ahaobe Aoohf b reldAs. OR TO MANUFACTURE. PERFORMED PRIOR TO SUBMITTING A BID. GUTTER INLET TYPE S - PRIOR S. For s;daneerrbrydaM#a aaa deer Nb.2Cr. � 4. -ALL BACKFILL OVER' PIPES UNDER 13. IT SHALL BE THE 'CONTRACTOR'S ! PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER RESPONSIBILITY TO NOTIFY THE OWNER OF ANY r r ., F.D.O.T. :, STANDARD SPECIFICATIONS, SECTION CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS ' r•o0/ C Ar O 12S.8.3.,: TO 100% OF THE MAXIMUM DENSITY PER PRIOR TO CONSTRUCTION OF SAID CHANGE OR .. RASH?0 T-9A. � DEVIATION. fasts Of Arwt r Trani/►brl r r 0.b R S. ADJUSTMEN? OF INLET TOPS .SHALL BE _ 14. THE CONTRACTOR SHALL TAKE THE NECESSARY m INCLUDED IN THE CONTRACTOR'S BID.- NO CLAIM PRECAUTIONS TO SAFEGUARD ALL EXISTING- r ti' ti` d SHALL BE MADE AGAINST THE OWNER. AND/OR STRUCTURES AND UTILITIES. ANY DAMAGES SHALL future cure Mil err j�x If s '� QAhr Construction / P 14 AaWrad r f war ENGINEER IN THE EVENT ADJUSTMENTS ARE BE REPAIRED BY THE CONTRACTOR AT HIS OWN r B Mot or es LAN NECESSARY. EXPENSE. � NECE SAR E ENSE. � Pgprrlf -- - slemvn Ono" tr 6'- 0' r " e' r r- r E>p Joid 6. THE'CONTRACTOR SHALL VERIFY THE LOCATIONS 15. TESTING OF'SUBGRADE AND SASE COURSE SHALL STRAKsFIT ENO t S w J r 4 ., } (rMese OlAart►laa (tttrear OF ANY UNDERGROUND UTILITIES PRIOR TO BE COMPLETED BASED ON ONE TEST PER 10,000 • Shown In Plans I Olnerwrse EXCAVATION. SQUARE FEET OF AREA TO VERIFY CONSTRUCTION .IN T- Edge Of Pavement 8, S :_ s Smown to CONFORMANCE WITH SPECIFICATIONS AT THE A I C w Aldw► To Meer Ate, 23D 4 Plan- 1 7. ALL GENERAL CONSTRUCTION, MATERIAL CONTRACTOR'S EXPENSE. THE ENGINEER MAY SELECT b p't TOP d putter J'Trwwltan For ray D.tons And ,T TESTING AND METHODS OF INSTALLATION SHALL BE TESTING LOCATION. V Gutter Cure And Gutter --- ;P , • N - = Gutter Edge Of AOweemw Too Of Cure Sedbrls ._ a SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER ''"'•i '•' 4' b End 0I Curb_� AND/OR PUBLIC WORKS DIRECTOR OF INDIAN RIVER 16t THE 'OWNER RESERVES THE RIGHT TO REQUEST PLAN ! S.5 COUNTY. FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE /� Warnwatora ears = Nofw S11w1ure Bofbw Typo J. Aft.8 Otey. Sea Max No.2W. COURSE MIX `CERTIFICATIONS TO ASSURE COMPLIANCE L 5'rrwwIrA)n / FF�P-� yarn Sara S. INSPECTION OR FAILURE TO INSPECT ANY WITH F.D.O.T. SPECIFICATIONS. �b LAN 'N~ %'lWYllf MATERIALS OR WORKMANSHIP BY THE COUNTY OR.; ' �... ,� ♦ (l,. Ilherl used on Mph sAde d rowl.gs. Ills arose PION Pl l([ STEEL GRATE - dVL£T WITH BOTTOM TYPE J ' r o - ++spa of /M Putter ~a~ No crass slopes $TRAiC,Hi END OTHER AGENCIES SHALL IN NO WAY RELIEVE THE MA DURING CONSTRUCTION THE CONTRACTOR SHALL d Mt ad jaeeen► porwrrt env llr MkYnless d CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM ." MAKE ALL PROVISIONS NECESSARY TO 'ELIMINATE SECTOY AA No Hp ~be 6'. bees- otherwise slxuvn an date. FLARED END rro RFouw£D PER /y(fT rFor Pbws !D'Ob,And Lorpwr 1 THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, TRANSPORT OF SILT , OR DEBRIS INTO THE 6' S' STORMWATER EXFILTRATION SYSTEM. THE 6' r-6' r - Ai r-r TYPE F CURB TYPE A E&VOOPwOmw+► Top0fCuro 5'SfeetGrora Normd:rsSs SPECIFICATIONS AND LAWS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, LMeree kte Bars T . J' Retkv*w Bars if. 1F 9. ALL- DIMENSIONS MUST BE VERIFIED IN THE THE OWNER WITH AN EXFILTRATION =SYSTEM ;THAT - 2'R SP - --� FIELD BY THE CONTRACTOR AND IF ANY '• CONTAINS NO FOREIGN MATERIALS. WHICH WOULD, • . Qrfter Sled Grote : Yar*rfdefured fly Borden. FbrAaa $Jeer. US" Foundry DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL REDUCE THE SYSTEM'$ EFFICIENCY. NI Irving.Rdlo're-Grwdkh(Or EWor)" BE NOTIFIED IMMEDIATELY. i J' TrannAan joint PLm S' - D' see°' FLARED ENO PtOYI(F J SECTION 9B P,R 6' r- AT : hiR E . Jiaret cow. Poet. {E>qv AaAr CURB AND GUTTER TYPES E � f bkt FAM tarn s.dw MEDIAN CURB AND GUTTER ENDINGS _ - t •. •.: TYPE E 9. . concrete Carrreh Sun7aa !a SAAe Of Pbvwwerl 0 sea Nate (I t Ae, i Gutter Porwwrt To Be f Oft, tip Of QMar EAcwt r- r 4• FC - 2 To Bo f Above Los. Swfwo Qs r r r- e SECTK]N CC Prefo►ad J W H10 SAde To Be FAait With Q~. _ A' £ 2' tr tT Qm fAerstArl AS SAtrrn r r VAll.El' GUTTER Fir Sbpe VorAw A� St Peer ' � StwMGrotfnq. See OsbN -� EXPANSION JOINT BETWEEN GUTTER ., .,- 1 I �►� AND CONCRETE PAVEMENT - ::::;� nowr►ble Part. i - SAertdrrd SAw/dar thr •:,r , Eorte safe 6' r 6' vorNe � C E/ys Bb►► a r � Wes/• `. - ; R/w . Jo AV* To Fit fade L B B S.. Nee. 2a a nine., �' r'► P� N P, A Winn owls and oaten. svw*r pMhr. wft IdfOr aril dt*W cv►0 in 1 E E n2' e * 4' flc•JrM •d a •-L s• J r 1° ore ammiruchel adjacent to fhwW* pmemmomi. flat fdcs of NO lip �9 in of lit► putter s1d be sAapl as sham hl nta deAoN, y CURB AND GUTTER ADJACENT •' '� i �• MIN t %, � Ley ♦n.J. 'L•,s M y. 1"606 SHb!/L17�ER GUTTER DnOP CUB I I J wx i s wx TO FLEXIBLE PAVEMENT = - - - - - - - - - - I �,.x r �. e • Sea Able (I) Above. C'Yin. norIts 0� Yrn. ( ` s 1S _ �) I • a o ASPHALTIC CONCRETE CURB Note :see genera hat. Ab. J GENERAL NOTES 1-_ ��i ` ' r cr.ar a' r c,.a► I _i 1. The cure old gu►►ef debNa srwn are for owwlrutimn ad%aosrM GIDNCRETE CURB AND GUTTER CONTRACTION JOINT IN CURB 2. For curb OLW&r""'d cge�e �put►': constructed adjacent b A'-J . OR CURB AND GUT TER frerA'Je porwaert. No f' we�ceAan Jblro attain wow hat be used. b J. fLQr 1curb. pulsar. errs and palter and traffk aeparobrs provide *Yln. S - 7• wrtractian jontr of V carters (max. ). Contraction joints - - altal �p SEC y Y •' _ 1 yZ A9PH�LTIG CoNGFET� TVGE S-t 4500 CPS. Smw As adj carw b PCr paruewt om kwVwWs and fiat curves - SECTION BB TMt M - 4 Lon.GTEf� LIMEL2ocK 005E M,N L MR. T Joint Sad ! cram �nla pa+wert jaMs• wIm irtvwaeraN jo/rlts rW b PLAN (For Pblas OfDb. And Wider 1 Job# Sad r. -r5' ,coo x. M►ae o•r� lsrry AAaHTd r-ISO r �T- Joid Seat ' R • r 4. Ends of Curse Types 8 and D anal! ►romr?Aan .from full b _ _ _ _ _ _ NtA C•Or L_ATRY SUB - gsa MIN. 1.,.,B.Pt . 40 2• 1 1 Coal Or RILNwd �- :aro nepn+s M 3 /eat. R • M.VC PI-�.ST _ 1 rT1,1 OC ru r COM Po.-GTEsl� Tb '. • , = t 11 98SL - Mn•ac. pCr+!'SrT'y. M_SHTO T- I>s0 Care. Pdw't. Cont. Pa/l. �` .TR Corr. Pwt. e e a r 11 )'yaw• R . •Ems. Jura► I th 1•r jrOr • _1 jl _ �R i ` Ems. JoAoI >T R Jo/M F►mar Exp.JOAN Tit t° Holes '4 L'PIRrr ODIAord TYPE Art Fiper 1fR TYPE B 2'R .614 FiNM �Y/n. Isar. No. 4 Baia. A� �q GUTTER INLET TYPE V TYPICAL _ ROADWAY SECTION. TYPE D a >� 91 ( Two Per Guard 1 I (NOT TO ��GAL E� CONCRETE CURB CONCRETE BUMPER GUARD CURB AND CURB & GUTTER PAVING AND DRAINAGE DETAILS NOT RELEASED FOR CONSTRUCTION.-.. , �/� V aste1Ie VI rAssociates,Inc.. - r • t DRAWN .SJ.. �F. CHECKED M ,: >..,.. • :. ;.' . •' •. -*'. '-.: s - - . . «>.. , .••a.,. ,1.•. ,t•�•<. ., tomt.n< .,•;epi•rc•kI.ro. r, „ - . ry " i ♦ _. J i , . i , � .. - ,' .'.. ::.' .. .:-. - O O O w.ee..e ,:;.<<rn -.- •a., u.�:ll• •.< Vr•:r lded,•t•, •lr!,< u. Oro Y onT E - - Nor ... r..ww � rnr , .. •fr.• ..J : ' r �,..... < .,.1• 1 90 - .:: - �` ..IrC .i�n..,;t ,.n •<..r or w••re:c:<r � _ SCALE NOTE-D NC n g ,,N QE C vk - , 1 :`: :... „,. .. :.: - - ,. t WBDIVISON . ..�. - 1 .. •nr tnr veil, a r SHEET OF 21 �CI F. MAY D P.E. FL, #419t9?, �,: .�r � E v ; s i O � � �t r�a�.� �C F t r ,ud -329 - � ��3 �o � n o c4o�� sag eo SEBASTIAN - _ �.. _. _,.- Y _ --. = FLORIDA : _ _ I DWG NCB g 32 � i. I I I I ®®®®®®® OriMMITEe ••• . .. lmlr_Am� W:iiIV4ffiMW-4MMF4F- MW7-M��►r�' �at�Z�<F�tT?��l�t��al�'•� �y0�FiM�J�b�a�% �'�t��� :• tiF�iy����1�� �� � t raatr-AMr•� mWa•0waM a, s:Mrri �Q=�rr%a�:a�r:� •% rr:aca �c��WZAM r� MQ� a� ��►a•r��c•� EW-a0 M�afF-MW WAIWWW� rr=��a0VIAA �=a IWILM mma��a=-MW�MMM a ->araar,�rrc"rr�■Q��E�;i■�r�ar.FrarAMA>a���7�� ��=a�����■��s� s�a�irxrarxr,•r. Nwvw■�a.c �;�=�acr:rr3rr�� a czar=as�cra=�NWAMW .NVM M , EL%�fi74%�� %•rE�JQ% <F��7i77�iF��'�����t:� Or -AN r�aWALMZZfMMUM E.-W-M . rFFiiE/� �ll:,!'Q� Q'W1r=�7�m l mu -morn sr4MIUA Ars.:acr�r, %_# �i■■E mW';arv_rs mwjr-mw:w���si�■ - ��rl�>It17t17 r .: a rf iE2i, r-a,raAWA-MM a�->•SWILIaW--"E/=MCKIamog;mr�f-im ate: rxmrzmcsatMra mv_-m M�a. at , 0 00.4V , .. OF'i07AFM�',iMf MWP w'X nww"WFA rWJ[L:AE W-WTIA��r rzi•�r� ��r�a� ���at�►�c•� snack,■ rirFa�a. ��;irr.��r r"rTrMMMM r�r�: •�Qi� aria ��:at��c� 03W339-1EM-MRzIL.C.] at WIMSri rr aci�,�E: a�a .:ism—M r risk•=rmm 0 r"4ML•iWANT NM WA, A KMAm0 WON m� W4r M0WjMWIv-AMY4m� Or-MKWAS morMfL;]MfZMMKQL'AWIL&A �C� -MMAIM .� !• ©�!♦E'��'?� M=arrr m 'MmrW_mw;t�y����o� ;ar�:srssacr-r�r:�Wlm= .■rm c:•�raa���:�t��z�;�■�;rrr%"�Ez_%a�%r�:-i�Jl�:J�� ��L:�tl[:�il:�t�t•:�r�iF� -,i�-�arF�,i�a�ry�,ems=�Er.•aEt�cfii�/���f[%�r� 'i■rr�s�ir-�r��� �r-.�■ �:�r..Q-��:����E:���;�s%;■�EE:�cr_•a■����rcri� r.•a�srr�■r�s�r� �r:� e TABLE OF DIMENSONS AND OUANTITIES FOR ONE ENDWALL SIZE OF PIPE tN I T A B C D X OME PIPE aILYERrS I Two PIPE CULVERTS THREE PfPE CULVERTS FOUR P11PE alLVERTS L RrrR w Cr L MPRrw CY �P G L rr.M,w CY _&. .. L R7ra p w Cy L CP CYP r•d r-�' d•d a-d r r r•a c•T a 12 n. Is jj /6 _J2 K _..n,.F. - 1d 19 n'- 2/ 22 z< r-c r d r-d r-6' a-d r r r•r Q r 2.4 5 13• r 2y C .e .6 JD p-/ r d J' ! d- !-r If J b_ I u • l _� _ 23' 8 _31 49 6,- 5J -6e ...2F _2�1 Sd 6j 3C •d r•d 3'-r a d _r•r 5'-! IT-6' 1 . AY-7 55 y l.. liI .r '-d r•d r-d r-r r-! 6'_d 15'- �- EJ Q6 ZT'-r qU q7 3J'. 19 12e d 6• Rr T- r-d . r C' r•er r ! 6'•Sr b'•9 T7 8.0 _ 1 ZY 61 rOD p6 JD' r 121 13.2 37'-d 1.b 6e 5r 7'-r 3' d r-d r-a 31-r r-d T d' IQ'- 9.! 91 26'• 12/ �9 _ 3S' 8j IS0 b1 .f-. ne AA 6d d d r r•d r-d d'-C 2a-d MD I6 _ 2r-61 1'55 37'-a ne 9J .5_C 2/ 232 6r d'-T' 3'-d r-d r•d {•i r-o' 9'-r a,-T 129 13,6 Jd 001 _HA d 1a/ IT- MI 21b .9'- 246 272 Tr 9'-r 3'-d r-d r-d 5'-r f-r ro'-d 2Y-3' 15D /Se 33'-r 21D .3'-r 239 26.2 53'-r 2d-3 315 TQ' 9'-q 3'•d r-d r•d 5'- !-v C-9' z.'• 92 roI 3577 _9.1_ 221 24/ .6'-. 272 JO/ 57•-I 322 36/ q'-� J'-d r•d r•d f-Kl If -!r 26'•6' e95 2o1 J8'-r 25-3 276 3r/ T3. 6r C 369 N... . �."M mmajo Mir 0.0 sfa�iQ%9i mim%WIME��K—um , ��+:�r•.li+tom f �.�<Fi�t��lt6'� `■�'i � ��r����■ ®ter®= ,: �rIFam M � , �iT"i1T'MCi�'•� . •WAM K,7..-*=.I :. •�i�iiL�;ii .• lAiC:l• //:r•Q.�WT'M AIrl►75:�004= mum in Sad r . Sad 61r+1M Or lero Cb s 1 r � Of ft&w1 to7n..1 c b o b o b in or Pipes -+ 1n- d.r . ` h.. ►? >� so a �► D Lam- 22-'r .• �-.-� . to r S? y to .4-441 art J• Tel bjet� L w $ PLAN tgr �` b [v PUN _ FIleat PUW PCIW 3 F a �---- - -- g ° -- - --i '' F_� a 8, r• c•r r o k i � Ned _ N t 3 h True c a r type c 2' Cr �b . i o 41. r F- Type D 4 • r Type D 3' • r Grate 1 -T e > w 1:u ; $ `o 1\ Glee►. E .l TrDe E •' c Type E r Cr J Eye Barr T n l^ 1► \ 1 F o wed / ! 's• - rd. 1 i Groh \ I I ee, Seo Mates 20 �I Soe NOON MY � Ere &-0 � Grote Ir �rcy S« Mete. 1101 G- fore Be+rs , s»�� •e. d StrA u h n. "� r•.. a 'T tb. d Bars •[.Ctrs. awl • Q'n Arcirs. ---� b b -`T' be.1 Sets b --• -•, •- ._ �. � 1 a I SECTION b • finis. SECTION �! TYPE C SECTION SECTION $i lita�aOs pit Sin rarhur e TYPE H 6 - 0' J' 6' r-Oefex•trpWe TYPE D TYPE E wwaeeewe teaxAtaa• P(pe she r r pow rrP*+ #%=NNrtbs her slat Pee She t e.1....ws .1st,.. PM SAre . r - d wle - iN Ptoe B' Snows oMerrrse Slow" Otherwise r - r won - fw pvo r - d so- PN Pp r- r ova • I- 6C Pbe Shown On Pia" Snows On PA" ! - r wtr - JTS' Py d' - ir Now - dr pipe l - JtY pAoe INLETS Nb►w StLcNre Blttaal Type J. Alt. B arMr: See Index No. 200. STRUCTURE 80TTOW TYPE J FOR INLETS TYPE C. D b E r IF �1 GENERAL NOTES -4' GIST /U• aATE bT _ .•fir-,T r 1 � /rt7+rTTEn O• AqE T rnE D I i ` t. raw .ova Mir• wince for awd• w/ v~rta. err aye Mir• tr erbe we Mr .►.wee. ealArr wile esker Orion stl•/,d b Mreviet► drk bottltpa Dud Mir• not b be pAcrs A draw "Jort to " Mar wrtod bob. T+Mods ee)Wt 10 MIR11eoi/e►eU Altetb •e etfrtrWW w►rber 004 WWO Mob b a ( Or Groh I , raw +y "n proven etlob Stu" w [mnrruftl wile anew. Sbnr s+lets bosh nitbb reeiaoey `� ►� 2' I� fA I 1 G �. weer mots ear Cat .fine em.esmb b orsifine Able "a tewdp jab. TAW t JJ Ijj I 11 ►renre0lo sW mdffk tfr Is at eaelplYl I b bNr T100 M- S'bRt e• se ewtro~ d dtber or beet wry s Awn w PAM. 3. EMW art Irmo or ate. Ps�O�t Mir be raw on bob rt.eJ Abet�, t �r -- „ s,;- G' - C end w - 1. roil ore • henry. AMA. Ste/ erehs ale• rearmed at T - ii -•t -i ••I r J are wft trwrble Alois SW .a &AWS .+we aov► N.PIt Is O ICO I I - HALF SECTION CAST IRON GRATES � TYPE H wart Atsornre G orwe IsAP§cOAW In ear Amid. diner At rein*. Ad dbrtae TYPE C TYPE E gee,wrrr der rrrbenbtt. or Ale ow Ir.t rate Aw be err. tore we err Mrea.rart/r ES Ibe. Atrex_ eNyn 725 Lis. otkHMe me pertkabr typo. - ► ere Approx. Weight Z35 Los. e. JkoweMr .ernes A se. rhe aatrrt Poi a dictdl.aa Pipe. CASTIRON GRATES P�. ttrr Asper maw, the.dria.r.d.r+be r /.ffit. S. AO etloeed ones end esyee or "wrote ore to An dionfo/r a . Ji-- j � G. tidweer to M teat an lorets wtrbw)/ eb# Mir Aalra wAe mil - ,' .L Sores a 2T - ►roeerasre stirs 0* whet use for AN mo PAstwb/ rt10alrr _ - 4- �- )2 8ers • I end ►rarerssN able Priors. Cst b w or hifo At asntracta* war r 3�� i ; � � � Baro ' r+r. for rr.►A. o.rnra s.sw+ r• for rer.r►bn sty_ +< y _T- T� /1 r. Trwsdair a!b eta itrtc►r b MAO" threes elate be POW for a Mitre po lw. - � t1t .,� a„ 1• .�.�-- ` x N liAre Mtollde t/• We for jaw e•[rtoys. Aa'lno Mid eA reprlrr fu0taaeewr refs. •� e • ~ $ ` si+w - "I Y 0. SeAIMO to be urea on I Mors M bodied b to draw w! 0•AO for ✓d•r doetret uW P•Ice for Sod0kV S7. 9. For Oledwienbry Oeryts Ass hder no. 2ar. Bard . TYPE E TYPE H TYPE C TYPE D Sir atlsr Sirs r a Seto, Boles o a f lOti Strelyr Berg r xa• �} Rerlarrs r or • >f Sore Boors 7 , AArAax►+. BorJ 7 a i Rlea/Ine 9rra ts• � Ada {• f Rertn/tna Bo•a if. f , Swtaa T, r 4W V, rM7^' 2+`. taw Baros t{e Soda t{a f 1llpree welow eo to STEEL GRATES spree ..ay. 3+s /a _ 4weoa. Waaytr lad to DITCH BOTTOM INLET TYPE C,D,E&H t r 6` tNst Top Type 6 No. 5 Bart r- - =- GENERAL NOTES SpwastrAoy About 9 1 e _5' Ctrs. 6' 6- 6' AID. d Top Bort I. the finished grade and siape of Me Intel AMe are to callore with tM fin,s/ted crofts move ( Provide hbr17.. ;; �r---�' � MD. 4 Bohan Bo Fiild Eery/ Bast Corner I hoot On Throat, I 6 r 6' Slops o Yafdi AdJaeont Curb With Pr Too AddkAs and grade of the Drowsed sidewdt and/or parelrq: pwrod When Aiild Bortan II A End Or Too Bar I ti Bottom Choi for Of If AWhA reaf Z. When /ne►s are b be constructed on a tvrvo. refer to IM parr b ddernNn• NO rWhA Or Riser Used P L n �• it cw"r and. rnsrs necedsvry. eoOJly the tNN Odolts omar0hyy. Beel s►aI rner+ necaoaery. ed•roc. V 10 •50SOt. T�*�i ;i1T I I J NI reinforcing s►e•Ishdfhave If Otnitun cover Loess otMriol" sMvn. Inlet lope sffsl 1n ,TT-T� *"S-T� • I _ 1 be either cost • In • p o of Precool conCrore. 6* Or 9r - �A g - T- B I. Prwwf,,g of this ltrd la0 rrt/De Dorml►ted. Prot tents shocoriforw to the dAmi*6t r I D ateuerl or in aac»reor[ee with glDrorod drigb drorhlga. Rt[pr•at r0f ship Oearatp qlp/urd it - r --N� G •led 1• No. A Boles IL shod be directed to and State Dro/nape Engineer. fo I ! • 6'Ctrs. z 5. (btcrda eesethlp the fewlretiierda of AS.TJI. C AB (dJ700 PSJ. I eq be used inl/au Of - , t R a �� Corrw F toot c Sse Able I. 1 CAass I owwrdo for proctaat untts• mon f0clured /n pAaMs w/sAdi are under "in SAaeWrd [1 uberaflrq Procaatrrs for the rnaDec►bn o/ Drsaoe/ OratreW DroOuc>s P DAM Sors -- $ • I • ' I Mow d M Ne. d • CCtrs. tbril. � .iron roats •r• A be I I ! , D � I 6. rho corner /IMdA sriatrn for reC r MfLU4a are II•CetaDry Win' M. T I ti s d Law O Q �CJAanfa used In mn/vrl►on with clrc for Ind bottom or rhtr+ use. on step with recAsytbr A - - No • e 8,Ctrs. rerl. Inlet boor. O=6'_ 3 1 k1W BSA Or RAW For Ind bailees sea Wes No 2UD -_ - - -1 -- 8. 71ien rnld Aapr are dr,gr+ed for tAee with sAsiahro curb [Itd TOP VIEW f Sled Cww SAIwn I g .ter rype E aid Typo F. Locate outside of ped trtrJai Cro.aree INLET TYPE 5 SECTA N AA whore procfkw. (Curb kid Top Tyo• 6 S/wAmIrAcol With Len tldf 1 9. See idea 29 for suppioneitdOetaft. r_ B q. AN sleet used for /rases and oaer ahaN s[w1 1M rapdreAtsrds of AST. A 35. M. f ~ cast Iron rowers or stet cavews jo be unit- Iran rnrars attar be Clow •o. 3D t - cwthip in cocardie with AST# A 46. To B. Pak For Lle✓►a Or OV40 cons►riletbrt -- I T• 8r Pb.d F•r I I Ad Offb o Q/taf awl. WhenA►I•rrrins fi t�ref its ap•cJ ►d in ON* dMrf fat tcnsf irph ceerr As CLrb • QAtM I ( I and govant7ed steel fraw• or this the gm%WWed steel Cower ad frOM west F.L. Or QM•r ( �• be used. Carers are to be graAed In a000ralaiee with No grot I&V oYAAI �r tlAeett M jw► Z of 2. Ale Ned► of Ad w&WAV. - - - - - - - - 1 13- Tdof wed nowee tofret• wro boot - uo bars or dbe. 3 _d B' -d r_ 6' r Of Gutter Trar/tton Lirl►p TraseifAan Mer■elbh Bars SEC TM M I Oteranthiund Bslttreart AdIaCer---------------------- -� {� wirw l LWir rCen Bers Closer T I[Wi Cer►srs I SECTOY PP I AAan Sold Fbor PAa►e a i tu l..-pictnoiso 1 `� .a: Net 167rbw Blots ' 1 teurA �- ---- -_ . __- ---- ---- l Lenora 0/ 7e SEC rlgr xx (AICovers Are Retlaoete 1 STEEL COVER SKETCH SHq�dYG FRAME SEAT AND THROAT RECESS TOP &WFICATOV FOR TYPE E CURB /sae sired 2 of For Frei. And For cast /fan cat,.. , CURB INLETS- TYPE 5 AND 6 1 astellr + oleo ssoclates Inc. +A j ' E- ,;C,If-JEE Ej` i ^.iC� F'LAf\WNERS DE 5C-1P': ) NO C,a< E Post. Office BOr 7E31045 REVISION�, set)a� c;l�i,l. F c7r-,Cja 32978 --io45 c4071- 589 4800 SEBAS nAN I I! f Type A Or B Rlser Type A Or B Riser s : < HM E 1►`�!/' ■■■■■■■/i � ■■■■■r �.•.■�. ■■■■� �■RREM EV'. I f■����!♦ /� `q■■6i•Ctr among■ems\ .�■ �i I Corner --" AiJ Around TOP AND FLOOR SLAB TABLE - TYPE J ALT. A AL .8 SAllUB tUtxEss ALLOWABLE R try 5 ILL REINFORCING b FLOOR SLABS I.D. ripTii LEN .Cf. Yln. Yox. 3,-e wintrod 8' 2' 1 29' •6 0 6'CrRS. BJr. 4'0 UNt l►r r 2' 25' 06 O 6'CTRS. BJr. 514 614e 0 Z' zr '7 a 6•CTRS. air. 6' 5'0 V0 r 2' 2d 06 a 6'CTRS. B w. 6' 6V 6V ADr 2' 25' 07 a 6eCTRS. Bow. 7 or 6'4 6 2 it 7 e 6'CTRS. B.w. 5W 610 o 7V d 2' 25' •7 O sf• CTRS. BJr. 5,0 8'0 8'0 Ad r 15' '7 a if• CTRS. BJr. Larger BOAS. Rewire Specld Design Details c t TOP SLAB REINFORCING STEEL DIAGTOP SLAB REINFORCING STEEL DIAGRAM 'o RAM � m.• „1 � � � ��. Is IVA% = f . z j ,vim• PLAN w y 2 k W A'DrIMM or Corner FILM hoots Required ttbocs R rd 3'6't Typ. l i�'r T. 1 e i CoAtcr O fit. f¢ A egul riM A►a/d p s,\ SOrd'4 ss s•6 &Ira •6 Bers a c Raw eerie $ I _ F I c j c ur.r Oth•rwAe sbesw - I 1' r6 ' of $ F I I „ F 6 t7'ior a Dbs. rarto or CwWr•M I{p Aircare•►•�_ ,fp ; [t I I j art• Caq+•s • eCtrs. -4 a. I I u „� �' III 3.6' ` a y � ! �� �$ ► a O!� Qa` o Both"Ah corwer i a _I • w 1 ►f•a ( `: y One Ova •5 a ectIs. � � ► 3 � � � • � E EI k. e • _ Z at iii o Concrete Waft I � 2 *flora e 'S ; i Bbta tqs h C•I[Ntr f Of 0I Bafs • lrc►rs:. J Suer es a r �, e a i2'C►ra t y ee j; +'finer.►• rnr tbrh. on r.rse F b 1 0 I E. I $ W am wepa. m' t8 £ e i �1 es Befits l 6'CTrs. _ S ; s s i $ a - Y - a ` toe : e to a i' ct� I I t . '• ai t�• � t► sf hprr7 � d� a I of - w ZiF • • b s ss •i Bees *!?Ctrs. •4 Sort a S9rCirs.G sSee SAeb Table e• s •+ se s as BDth ways_ ViaFs ALTERNATE A **PerfowrarBars Or Straight End ALTERNATE B Eebedatows OW Be used ,n Llou Of ALTERNATE A ALTERNATE B c SAaiabrd hoots. M Aaordance With - Details trdex No. 201. Sh. J Of 5 TYPE PE P TYPE A! FOR INLETS. mANHmES AND JuArTi v BOXES FOR INLETS, MANHOLES AND JUNCTION BOXES I1 - GENERAL 140T£S 1.�ftft of elrotbr eirtehrrs t Altorfre0 A Poxistructof In pA>er ANY be or 4. Rea/eraeewr Is Est on Grade A. Grant 60 Of safer rlre feofk. ritber B. Ab sfd bit SW ale• if Ak owin remora+ unless dMrrtM IMaO. Bier"" d stew A+ _ r r atneturs thelbe lt AAe/'r o ennDwiee aI ?I Ear dAa!eders at affprs. Li - rohforse accrete or ark* or rabforow Concrete. Progriddy d rttAtr seam taed or defor• MW be LOW ale Derr". Al AUAe o. ArWax 29. • � - stricture t A7ermh 8 I ~ be Constructed or reAforor WMfole aril. Shod • of S. 9. Tw Carter fNsft Erato are ror"sa7 far forhrptlar stracrurss used wren effalor f'sers Ae d ery S. Strurre 00"oes Twins J MiP ebe used In ae/ucrbn with our• Mee► Riot didApr mrods end used an stoe rtM rocomylof risers. Meet a,d /tie throats. Rich 2 `esr tas Mitioba Miroiderussr ere for ~ rewertotd ant-Ireplizo of Typw 1. 2. 3.4.5.6.9. aw b. aid •'y eddblo Of ftOVAst Ear urea OthefwW I wit be rsWtred to the breed and of lw A". B rlsor wAv i sed rim [Ile All. A Doi. _ Prsoost aierea [wits oaeor 'tit /wooer atrauer [sib nor be furtitt l0d di oat M net own or after otlriebrd dra►kW. Strleiuro sorbs Type J. All. B who ,was b ac o rdd=o w"tr rteew A.S.TAI• C-96 (IO ► 9rdAmww I of may an [w M tLn kraAwi wiry[ attli Net Typed r b B. or ay dike s- IN "or g AS.rM. C-76. Lyre p.8 Won. AodArw store Its ofwbw st"Mys area isif Le " eMr terialso $Ae to [he obit of after tllwdard drew4w. A. Nlet Medals. rise Of etrltde bss ShallM secv.ed b pricbrss a slur^ ae Index Ab: M. Ptxef In Me Curer wwwrd of AM wax. p S. Rc4bete Aar stncarfabe roe W or directed ty Mile EA~ Inorder is M. Slrwk pe wnh M"r her W ere tb be Mw3r fW for W&A EI detgntr of re/ac/ drahrps- 3_ !:Too end nwr s1r 0 kJlllsos ant fobt%nMEOtt en fof Of tAm of CWWIKlAe- - fddrwe tberistl0ne between ten iM cMrre waft dal two S~ a4m. "Ago Toe end Abet alit fer T)pe J [watts aha w of Cbs l C@Mfd•_ Cevjs se T. Exert what Ab hAetx en aptrWWW fopdfed. awltetla 00 Ms1 bled h0 del ar•e ales �' lrrger Run �ll/ed st or t eses Mier be elbler y Of W d Mir ?kf5.mwr[Suo drat bT3 I� a0tictfted Lot AS.rAf. aws (4ow Art IO• w [sde b llwr d CAIM I M Ohm jr � " raked wtft drwkw OeEeOtrW Or PrrWwdl fewsocomw b Amfdnsie lemb We maw uw"a rill rot case. or Atrere maw Ind Ottit d IA•IL re n ANi Strut AerW [dory . anwroh b Pw~ item eat✓etstirr M At- 'A dtAdt are tooter no Severn/ fMiforc7edlf debt Aryan "der 'tleerr S►rdAyr Erd Eaeeleerr Or Per blot. nOMortrtwr Sae w /wedanse d iw odd"Mel trtl b tip pyertewr, tors+' A"Mere A tors areor rAfforMfe B WWIS wl[tgA dWm&of It* D IA'rrr- TMt err MOP" it lira kdON dliy- :Operarkv Procebtei for ow kretctbn of Precast 41ohm* eralaus. In Llav Of ACl S0ddrd Matt Fen rc0 bet SNOW Shia', Item be. 20. Slier 3 of S. - IJ. For .more aN It"Ifitit Ear t0os- for /roar one sorer t, and. for a990asrarr7 ~I se awe Mc. 29r. I. STRUCTURE BOTTOMS TYPE J AND P r Bolei}a2 o EMAy - Sad Grout O Each S►de O Epoxy - Sad Grout Each Side Epoxy Sad * I I �• trout 9 T 2 � � "E• Gro++wtd i Epoxy Sad Grout 4 ---N -- Grommet i � -`- SECTION OG, SECTION ON PLAN SECTION NY PLAN H CAST IRRONN COVER AND GALVANIZED STEEL FRAME O O O O C=X= O O T • GALVANIZED S T£EL COVER AND FRAME G O O O O 00 O O G i OOOOL-�000 vi ALTERNATE G DETAIL 'L OO000= C- T Bar J A h O O o 00 O -T ►� Ooo000(-i0.� ANCHOR DETAILl� o o OOO��O O o� o. lea o. Or Fret•te O O OO max== O 1 _ 1 _r ro. to o. or Corer ` ; H f ,? I TOP v 001 01 L6 it3f . j CAST IRON GLOVER ;i 13xr81 to ; PL4 ------------------ I Anther i; - r I See Dwelt) r AnClor HALF SECTION ap a Tod Viewr rot Cast iron Cower I SECTION EE 1 ( Foe Cost Iron Cover I Bart tlP Bars S • i�x I • _ _ 2 Per Side h 4- O S o. to o_ Of Frabe - � M COrst " Andean -t p TOP V►EW to 3• - r o- o. Or Cover T' 9! 0' l'---------__-----��i - 1- i L 6 s 3 fx FRAME I' to I ; ( For Steil And Car? [foil Cowsra i ' Ld x 3, f Corer Anchor 1 .% HALF SECTION LXJ i See Dodds I I• I For Soar Covef I SECTION EE I For Stets Cover I i I! CURB INLETS TYPE 5 AND 6 PAVING AND DRAINAGE DETAILS NOT RELEASED FOR CONSTRUCTION DRAWN fort T1t:< to a31 au ueenta inks sea, in, cuD'rigCt i CHECKED _ I - ,.t M etel ter a noler aoorfat ea inn. fa term a .. - -- - e.:<:• in Masteiler a Mole, Aasnclatlit In, DATE _k7-89 Tor sormenta are prnvtn<O to the 11r11er •r4 •••'� R a. .,•e.In,, prof .rawts r an> W.D.e•he< ` O r- r<DV 00�� t � - - .,! one ae ear ueenta Mir anronr is eatreaely .. SCALE AS 1.IC5r>✓U ritnout consent of naatel ter t - -� M..ier A.... tat es, Inc: pursuant tc. the teaera: _ -- ,r�Dyrftnt far SHEET,. ZI OF 21 SUBDIVISION.'.`STANLEY F MAYFIELD FL, #41997 FLORIDA DWG. NO 46-33 1, - r' i' Y } 1 1 } t ' ' IF 6 INDEX OF SHEETS 1, TITLE SHEET 2. SURVEY SHEET 3. GRADING & DRAINAGE PLAN A 4. GRADING & DRAINAGE PLAN B S. DRAINAGE AREA MAP A 6, DRAINAGE -AREA MAP B 7. UTILITY PLAN A e. UTILITY PLAN. B 9. SANITARY SEWER PROFILES 10. SANITARY SEWER PROFILES 11. OFF -SITE UTILITY PLAN 12' SEWAGE PUMPING STATION DETAILS 13. SEWER DETAILS 14. WATER DETAILS 15. PAVING & DRAINAGE DETAILS 16. PAVING & DRAINAGE DETAILS 17. PAVING & DR AINAGE DETAILS imr m �9. -_: • \rl�un lot SI'f t• �p ' ' -- =� ' `, Middle Isl t t17 rYti .......... i l C) •r: I Point ti rrr T.�.,..• Xe r•J. JJr�•,,rr••,�,� h•: rr Y r! 0 ¢'fir}'::•{�:';:. fr •}r B � � 06 �,!J rrr�rrl fti • rv.• ;; •r�•''•�iy : , "� c r } r 2 TT' • Y5 I z • '-. rvr+rIt, �r N LOCATIOf..1 MAP (scei,.�.; lez.000 ' LO�ATIC�1.M6•Q TAt<.EN FF=GM U.6.G.S. SEA=3Ttlat`p►.iAt7QA1.�oLE M Masteller & Moler Associates, Inc. M CONSULTING ENGINEERS LAND PLANNERS Post Office Box 781045 Sebastian, Florida 32978-1045 3 Ph. (407)-589-4800 STANLEY F. MAYFIELD, '.E. 0jiY#4 1997. i CURVE TABLE -- RADIUS LENGTH TANGENT 6851.49' 138.33' CONCORD ROAD N 89.59'47m E 294.56' �i C1 . 0' =74- 33'00 DRAINAGE STRUCTURE SCHEDULE F I I 27.0 24 O ` ✓ 2+ O 00 4�.7.0 24 O �✓ 24 O • O PZ M2s . 9 Oo I i / 03 a STR�2 LJ w LIJ3�' Zs.a z3 fs 30A00 I- N W W O W''0( 01 3 u .•� 8 � STR IR GRATE 2' WIDE THROAT INVERTS STATION AND OFFSET 1 TYPE 'C' MOD 26.0 25.5 N,S 22.0 5 • 74 - SO.0 E 2 MES -- -- 12.0 4 • 90 - 102.0 E 3 MES -• -- 12.0 350 • 00 - 0 4 TYPE •C- MOD 22.5 22.0 HIS 16.3W, I5.8E 290 • 00 - 0 5 TYPEIC, MOD 22.5 22.0 N,S 18.5 180 • 00 - 0 6 TYPE 'C' MOD 22.5 22.0 N,S,W 18.0 32 • 68 - 22.0 W 7 TYPE''-C" MOD 22.5 22.0 N,S 16.OW, 1S.SE 180 00 - 0 8 TYPE -C- MOD 22.5 22.0 N,S 14.4 W,E 290 00 - 0 9 MES -- -- 12.0 350 00 -. 0 10 TYPE 'C' MOD 22.5 22.0 N,S 18.0 25 • 48 - 22.0 W 11 TYPE •C• MOD 22.5 22.0 N,S 16.OW, IS.SE 160 • 00 - 0 I2 TYPE 't' MOD 22.5 22.0 N,5 14.4 W,E 290 • 00 - 0 13 MES - -- 12.0 350 • 00 - 0 14 MES -- -- 12.0 13 • 20 - 280.0 N 1S TYPE •C' MOD 22.5 22.0 E,W 15.6S, 1S.IN 13 • 20 - 220.0 N 16 TYPE 'C' ROD 22.5 22.0 E,W/ 18.19, 17.6N 13 • 30 - 20.0 N 17 TYPE 'C• MOD 22.5 22.0 E,W 18.$ 13 • 20 - 20.0 8 18 TYPE 'C' MOD 22.5 22.0 E,W 18.5 1.• 90 - 26.0 S 19 TYPE 'C' MOD 22.5 22.0 N,S 17.9S, 17.6NE 1 • 90 - 34.0 N 20 MES -- -- 12.0 2 • 70 - 90.0 N 21 MES -- -- 12.0 9 86 - 330.0 W 22 TYPE 'C• MOD 22.5 22.0 N,# 18.5 9 • 86 - 270.0 W 23 TYPE •C' MOD 22.5 22.0 W 18.5 38 • 05 - 210.0 N 24 MES -- -- 12.0 37 • 45 - 210.0 N 25 MES -- -- 23.25 39 • 20 - 30.0 N 26 NES -- -• 23.12 39 20 - 30.0 S 27 MES -- -- 20.75 0 10 - 30.0 N 28 MES -- - 20.62 0 10 - 30.0 S 29 TYPE •C• MOD 22.5 22.0 E,W 14.5 5 60 - 26.0 S 30 MES -- -- 12.0 5 • 60 - 74.0 N 31 TYPE •C• MOD 22.5 22.0 N,S 18.0 14 90 - 272.0 W 32 MES -- -- 12.0 14 • 90 - 443.0 W Q 3a5 ` Z OO 4 1e� it �? / �33 2 i 32.4 / 36K28 • C1 13 x ZS S 89'36'07" E GILSON AVENUE 659.44 I ` / eB ��■ / t L `29.s�.eS a1.�Z `38.1.� =4.96 Z�.7Z aB.5 00 25.'SS 2b.4S' ffi..► . ' za72 ... t r sf o 27.l�S Z� .4"Z � 31 . 19 `�z .9V `.34 7L S7. •� 20. lO 3.S ( / / t_ / r� s I 00 / 7 u.3s z3. Za F LLJ Qzo.T zS.o a.t Z3� �7' A !� O �• zsti..� I i N / O� �O • �' N I�O � O 2 •zo.s 2s.o -- =• � �00 d 1 ' �.�•-� (p_G G �-24.58 20 5 23.0 OO (� G / J �3-0 � i9j�t70 / � I � � mow.. I STR � 23 CANAL CIRCLE 124. l Z3.o a o0 / STR �24 1 W � � � a i al I d� �.o I o`sF-L �-z3.o � �� • ) 20.5 o0 I 001 ` 20�.�a` 23.0 0.15 •. // W CUT F�Cl3T,f�1Q ra�vt! MEr�T' 2S.o 22.6-� -zl.S� TO o13T.�-thl SST' ��I�- 2,0.3� • �t2O s 0 14.5 Z3.5 � 23.0 0(} / 6.Nd T1ZJL�ISITION.1 - WIT4--I � / tyt� w P�v�N7E�JT zs.� ` I p�17 r- zs.o z¢,s� .w.�►z�.s 4fi3.o 20 S 20.5 / 20 s �l'iL .# ►,- , -+r 20.5 � I ^� 2-0.15 - 2.3.0 23.0 cu era 3 29. z3.v I P3 z3 o I zo.5 / 20.9 / 20.5 IgSTR# 4 •••� Mai / / I I I zs.o N STR err 5 $TR"31 l / / E,I3EME.vT A cp I ' Wes--'Y III rJ!R�3�• 23. zo.5 23.0 I \ 1 s' prw4_4 r.t =-_ � ,2/90 �E✓/sEo GRA/NA06 BASEMENT No. DATE DESCRIPTION REVISION M AT"C F- - L_... I IV E• mm Masteller & Moler Associates, Inc. CONSULTING ENGINEERS LAND PLANNERS � . 14. ISFM DR APP Post Office Box 781045 Sebastian, Florida 32978-1045 Ph. (407)-589-4800 �SE E SHEET ¢ OF' GRADING &DRAINAGE PLAN,,,.A for v0(0K[p=0q8 (Quq(0vF= SUBDIVISION CHORD' 1 BEARING 1 0)') nr' S 21'48'43" E DELTA 7•T np'2-7" N DRAINAGE PIPE SCHEDULE. P f PF S I7.R LENnTN RI nPF. { iN Inn 10.` 2 1A 11,) 2•41 24 4 24 2fln q :10 111", 1.n h 3„ 60 4.• j 24 200 1.41 2.4 60 4•0 t o 18 41) t . 0 11 24 200 1 • 0 12 -3n 60 s. t I R 24 Er, 14 30 100 S.h 15 74 641 1n•" 60 17 lti 5n :6 1R 15 5(1 r).2h _ 19 1A 40 t•n 20 18 An 10.r1 21 24 (J) tn,n S SODDED EARTH BERMS BERM TOP WIDTH 25.71 B 2 25.71 8 3 27.3 B 4 - 27.3 B 5 30.4 B 6 30.4 B 7 32.0 B 8 32.0 B 9 33.4 810 33.4 B11 34.1 GENERAL LEGEND ® - 5' WIDE SODDED!,EARTH BERM Q - MITERED END SECTION p = STORMWATER INLET �--s - STORMWATER PIPE SWALE 3s.9e = PROPOSED ELEVATION 36x21l = EXISTING ELEVATION - -- - = PROPERTY LINE - - - EASEMENT LINE GRAPHIC SCALE 7M **m vw mom ( IN FEET ) 1 inch = 100 ft. 400 DRAWN C.Z.t= CHECKED -rtl• to oB do.0 wets st7kh hear the c•pY►1!>f,t DATE I C' of Mastellr k Moler Associates. Ino. M vested solely M Mostovr ! MoNr Assocbtw, Ina. ln+ o documents am tin greed to the Of solely / x ►n connectbn rRh tfiM pro)oM. My other use � (� W.O. or rsuee of these doaff ants or Q,y r p,oeuatlon dway. "0' or ether alepwetbn of these SCALE I" = fOo ' documents by anyons is e�reesly prohEfted with- out ..wt of wo"er k Moler A-Clotes. Ine- pummt to the Fed" copyright Ior.' SHE T 3 OF 17 FLORIDA h ANLEY F: MAVFIEL49E. FL, 041997 DWO NO. E� SEBASTIAN i �I �I li ( SEE SHEET o� 1-7 ) ;� I! ` tad°° -r-h rp . 1 , I Z+5.6 I I 20.5 23 A ` �`' At 9 19g0 .. \ .I. 23. // /------rrwrr 3�7Y��irr. ei e6 MAT'GH - L 1 N E I I !STRdk 6' -,0 � �•�� I - 3TlR tB ij ` i � / ' Zo•6 20.9 STR# 7 # Q 4 ZO.S 2D5 u/r-� Lo.6 20.6_ zac `i / 23 .cam ` I� P6 20.6 20. S � 25. TJS I 23t� 20• 5 1 ZD.S =sue••-R•MEhLT CAPROL LANE 23 I Z3.0 22.75 20.5 20.5 I 2.3 0 I zs.o (� I zo.5 O 1 z�.s 2a p 2a5 O 20" 5 20, 5 Zz.0 22.0 23.0 00 20. 5 ' CaE 7-0..ts • L L9 .o CLUB COURT 0 LAKE WATER SURFACE I z3. o �6A.SEI✓lE�..IT Z 3 + 14.0 MSL W zS.o T 22.5 Waf 1 ' 20• 5 zc. y I V) 1 I I W U Z t 5 I #-zg>-5 1Z II STRi# 10,.^ Za S =r-> 5 L 230 CK P1 -1' � J =a.5 zo 5 LAREDO LANE # ra IS' Nabt� W l= y�c� LI.1TS (TyP.) s zo. 5 p A O 20.6 o. 3 O 1 3.0 2L7 y O - � 23 0 O zo•5 Z Zo.5 MENSH AVENUE 3 So z0.5 apt z2.0 v W' G I i, I ZO.S D 5 \ 75 c� pl� �aSo 220 2D•15 ,z3 ,o �- zs .o zs o zoo Z O 5 /-� z3 .O � 2 .. .. 5 2 2. 0 20.5 �Zo.S . zp5-- za"S- TT Z0•$ Zo.S I I I I L.,2p I I I is GdsE EI�1T 0 -20. 5 v STR Z.7 � 1 15.v z3.o zo•5 13-0 22.75� i� If s 21. s r 20. 5 PI I BEACH LANE 0 ,Z.0 2� S Zb.o 23.0 ( fir# /6 z3.o 0 205 (41 ZQ5 23.p l-Z�S.o^•� l'230 �-22.0 5 i ++ 1 ST1tC # Lo• b zv. 5 --- W"T' Zd. 5 zc•3 .- Zp 5 � / �2f•S +v z0.5 �.5 ._ .-ann�r.. �zo.5 ��zo 5 ..� .�+ zp s o --zo 5 23 a S _ -T r••. zo. s zo. 5 ,-. -AAA,.- zo•5 �� 22' PAVEM£/t/r S 89'35'01" W w w JULIAN AVENUE GRAPHIC SCALE -- 40o I OJ I c IN FEET i 1 inch = 100 ft 4 ZIyp iPEI//SEO ORA/NAl3E EASEME't/r J• N/SFM NO. DATE DESCRIPTION DR APP REVISION M Masteller & Moler Associates, Inc. r M CONSULTING ENGINEERS LAND PLANNERS Post Office Box 781045 Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN � 00 ro 00 1(n �R Z3 D � �i STR "Y2,�1J0 f 9- j� \ va z \\\ j 0fi Z 0CP 2p.5 • 1 / 3� Z34 •� 2p / 20' � - � v °° OQ 4 / tA , 00 \• /err. 3 23.0 ,. 2p.6 2 O° z.�.o st"R*k 20 STR3p -� 0.5 o0 P14r- ( 4.o)w5 r 20.5 00 89'35'01"+E-275.39' =�� t.%2.0 20.$ . 2!45 Las zo.5 �.�\ <P Z0.5 X C3 � 00 zo.5 16 00 sees 2645.30' LINE TABLE LINE DIRECTION DISTANCE L1 S 00"24'59" E 50.53' L2 N 89'35'01" E 0.50' L3 S 00'24'59" E 60.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 25.11' 39.64' 25.31' 35.65 N 44'46'47" E 90'27'41" C2 370.00' 138.17' 69.90' 137.37' N 11'06'51" W 21'23 44" C3 260.11' 342.77' 201.41' 318.50' N 52'39'52" W 75*30'13" GRADING &_DRAINAGE PLAN. B I on X r�aq`03'iR e"a(0eE SUBDIVISION FLORIDA 'Me to .a documents which bow the copyrlOt of Meetener i Molw Assoclatee, Ina Is vested wWy ti MastMNr ! Molar Assecietee, Ina lhwe documents are provided to the Owner soWy In connection nRh thb pro)wL Any ether use or reuse of thew documents or any reproduction 080ay, sde, or other d1upceltton of them doasnents by anyone Is eWreealy prohlbRed wlth- out consent of Ma"ler t Molar Aesoclatee. Inc. ptnucnt to the Federal copyright loc.' DRAWN C.Q.F. CHECKED DATE IC:) 8✓ 3 / / W.O. 's4' `/ 1,�-7-0 SCALE ShM A- of IT STANLEY F. MAYFI D, P.E. 997 owc No. eg33 4• r 4•-r A 8 Grate Elevation Refers To Th/s / r t b 5�r'j!�ju"01 rn4i N- Eye wt $M I/Idlx 201 N B B fill 4 L 6' 2' 2' 6' 8• r - Ir 8' I 0 E Qg�J 2'C r Clear - c = to �l „ To • ___J Tm I _ A PLAN ........... b f whi" Graft ) SECTION BB Thordkof QAfer L he r-9 Md0► 6' r-Ol Lb Cur GlitterIr ti SECTION DO SECTXW CC 5'Gutt r Trmslfibn 5- 4' 5'Gwor Tromllkn To Be Paid For As ShmAder Qd/er To Be Pak For As hlef To Be Paid For As Shoulder Gutter C � Bar a k,t.f D ----`-�� Bad Of Omer to - - Q//iM line /E' f offs0 - �p ro Of Q.."Or - D -J-� SHICIJLDER OUT TER TRANSITION Future Curb And , Qlifer Cwwtruc//an� `B !O' R or Cur C shorn on piorw L Exp. jolt j- �-- A I C L V 6ir►tei Curb And QMer r r - PLAN SECTION AA 6' 1--6' r-d r t 2' R SP I SECTION 89 rR 6' r - Id r SECTION CC VALLEY GUTTER t_ Skwder0 5I.w*W Lbw 5'- 4- - --� i �6'� r�-� _ Fl1 o• e• 2'CHar Cfear 1 SECTION AA L 5 x 3 x} Weld ikon Bars To L with 4• RECD MENDED Yi+U(IYUY PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 4 0' 36' Note: Recomwerded sizes are for concrete ppe. Sizes for other typee of pipe Bust be verified for fit in accordance w,M Index No. 201. For brger pipe see botfow Type J detaff right and /rdex No. ZOO. 4r-YQd To Old Fillet welds AlaIr Bars S x f Naklmd For Cross Bars 1 Cross fors ff x r j Contimma weld At Naln Bar Notchm I Naln Bars And Cross Bars Fkah On Top_ __F I -- ( IMN _1 For Grote Details See Index No. 23/ E E - Bar Sh,es F �J TOT' VIEWS 5' Ct rs Cult S hits - (� ►� SECTION EE !see DBeen •aM, r� a ThIFt tear - SECTiON FF Du TAIL or lw S TUB STEEL CRATE GUTTER INLET TYPE S I I Q D t *More (I), wh«t usd on hk* side of roas%Vs. the Crow skpe of the 9I11fM sW wood the cross &toe of Me odJacdAN pdresDO It wfd Mw IPk*118 s o/ the lip steel] be 6'. uMess oMwrw,se storm on pen. TYPE F • �R fEAP. JDW bM FA TYPE E • See cafe r ► I Apwe. gape To fnDrkvwW o _r1 r 1.,►n/► CURB Shag(/(1�R GUTTER • See Able r I u ADore. CONCRETE CURB AND GUTTER Edge Of 3` 7rawli� PLAN 5TRA/GHT ENO Edge of Povelms e. 5• 8' 4' r Z - Ir 8• 4• r 8' z r-i► m TFlhlwsa 011wrwdaw TI or Shown in Plops f !Mess Ur►rr.Ase yore OI• Plow see k%ftm No. 200 INLET WITH BOTTOM TYPE J I_ This Mel with pordtet Dar grate ~ be teed for IOWW WCOM focflrfles and other Dlgcte .eetrktoW forWrtles "see At heavy oads,and . mo* be used As k,00f m whwo k'Ids r}ps A and B. with wide grate opening. are unwcooft /e. OR hafted OCCM foclllrew with desiprated bktde ecresa ant en elf other faciln,es. /nrhding roods orerposs,ng !%nee access hky..ars, the rwtic/Ine grate shdlbe used. 2. RelnforChlg sleet aft No- 4 oars at Ir Center] buMr wars with 2*dwrace to h,eidw of wags ad kotsa+. gsrs is be out or beef for if ■Meow deorvre wrounf plbe. 3. AN exposed wqm Curd corners s/fslf be bated b T roe&-* 4. when Airerra►e G grate Is svocffled M Pkvtg lrw groh Is b 60 hof dipped gobvllzd after febrkatkn. 5 For giro mmtiry deMt/s TWO Axdex eev ?fXl and ?Ts. r% T Of Gutter �l 3' Trmwlllbn QAter Edge Or Powe"one Top Of Curb EM Of Curb 1' T ralwhtAsn PLAN aA*.r PMOIrIIE PLAN PAOrtLE FLARED ENO 5 TRAK,HT END 6' CURB TYPE A Pa : - Ton a are 6lr/tar Ih�(�I a \3' rranitAan 'Jolt PLAN PFiaF/LE Tr slag. Cm*. FLARED END m. Po✓f, CURB AND GUTTER TYPES E i F Sasw Skpw As v Ad/avert POV1. q -, r .,elm Seat r T1 b/M Swag ) i T--i-, L§ R it. ore. Port. Care. Po✓t. b� •�R Core. Plan► E.P.bet Exp. join �p b/M ffJler �2'R EAp. JDW �'R J \b►n FNrer �R jo/M Fewer TYPE A J TYPE B TYPE D CONCRETE CURB E+p. bed MEDIAN CURB AND GUTTER ENDINGS Cher@" C ncra►e Surf=@ Law SJdu of Pla+ewen i putter Pofom t To Be f Ab0% Lip Of Q~ EACW a, FC -2 To Be f Ab" LAP. Surf=v 0+ Prorarwad jaw H10 SJde To 90,Fkah With Outten. fNer SAW Mortar EXPANSION "NT BETWEEN GUTTER AND CONCRETE PAVEMENT FFribl. Po,,. I t 6' 1 vorlws T 5' 2' .�.4 Si>OprOda 1 i �I P. Qv p when curb and guthv. sttoor qu"ve. raft �i~ MW drW curb a are cwwfrrcle/ djaconl b new&@ Pvv ww .the face of Mee /fp ins ` of Ilw gut?✓ shag be skltwf d sham ter Mrs d'wloN. bI. 4P . CURB AND GU T TER ADUACEN T l 3 1 stitaxx. TO FLEXIBLE PAVEMENT Cr urn. Yarfes D ifin. ASPHALTIC CONCRETE CURB lyol,e .Sm generaf note M_ 3 GENERAL NOTES 1. The curb ord guher de/atls shorn Cur• for c WmvfJon ad/o=t j to oorcrefe p womm . a.cvl as noted. CONTRACTION JOINT IN CURB 2. For curb. gutter ad curb and Dotter conctrwfd adfocst b OR CURB AND GUTTER fterinle pwomelf, tow j agnw:tun JaIM shown wiN not be used. 3. FQr ``curb• gutter, curb and 9~ and troffk separators prarkfe 4'Y/n. j 7' owwract/an pints of A'cWvrs ( wax. ). CortroctAm Johtls ad/aCww to FrC povem" on ks,gw,*s and fW curves F NOR are to mood the AmenoW joh s. wfM /nerswdbM /olrb rot Ib exceed C, centers. R , 2' 4. Ends of Curbs Type 8 orb D troll fromNlIon fro• ft& to zero heights In 3 fed. ItIl - _ 2'Ytn. �Orff'I h°x-J in To tkywa rM'r �'P/Ryt ODIk+d 1 t trmin. 9'ilar. No. 4 Bars. t8'Long a ! Two Per Guard I t4T1 CONCRETE BUMPER GUARD CURB AND CURB & GUTTER nr masteller oler Associates, Inc. -._. .- _ - 1 C� (407' 5E39 4B00 C P Dlogonor Rome Only _ Y `F� AH Rooms Except Dklgovd R-M 6 Buck Of S,dewalt Drop i* 11' o 1 *+0+0 x 5' 0' 50 5B' 5.0' + f, klL * • 7' 7.8' 7 ' 65'* 8• 0 8.8, 73' 5'* 5 2L, 7 B' 7 B' 5.0' 8 4B 8B' 83.4. 8.4 r83 ��9.3 b' 3f J .4' toff .9' 3J' rt+r�� it ■ 4i�e 4ii/y ` o 7' WA: C b - x - I o. A71 - Distance from front �z4r R s �` rs D edge of sidewalk 10 Dact point of 12 , I&". Bast of oldeiovit drop reputred for of/ side+dt s>opes. PICTORIAL VIEW Boat of sidewoft drop repulrsd for s,dewdt scopes 0D4 and port OD2. G D•QurD Tratc/lkn r D'Drop arc 6 -O'Q/rb TransirIan Top Of Curb Face w Bad or Slde.dt Siderdk 15Std. 1 O b anr.r Wlyfly Strip q' on? r ifAo. 1 0 DI i mill. I SECTA N AA 0,015 r im. I OD4 r llbx_ I OD+ f Abnw. , OD2 I Nbrle. , � �,,ers N1e1 ill � rot hcurb adJoc'eM >b dAspwdaw rp Drop Curb Curb QAt►r (i Tyne F SAvw'n / ad w1M1/n CrosawalR /Awrh r 12 1 / Nax. 0 Crosawast wAdfAs ord oonf/grxofkan +pry: wusf whore Io x I, - Traffic Design Stadords. SECTION 8B i IN TRABLOCK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS ' TRANSVERSE TO SIDEWALKS CURB CUT RAMP II NOTES 1. ALL WORK SHALL BE COMPLETED IN 10. CONTRACTOR SHALL COORDINATE ALL WORK WITH CONFORMANCE i AS APPLICABLE WITH FLORIDA UTILITY COMPANIES PRIOR TO START OF DEPARTMENT OF TRANSPORTATIONS 'STANDARD CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO GENERAL NOTFS SPECIFICATIONS FOR ROAD AND BRIDGE EXISTING UTILITIES AND THE ADJUSTMENT AND/OR CONSTRUCTION,• LATEST EDITION AND THE INDIRAN RELOCATION OF SAME IF REQUIRED. r. TMs /Men /s dwA7W for v/tkge swages. dachas. or other areas x*leat b RIVER COUNTY PUBLIC WORKS DEPARTMENT ' ' whea/Aootla. edn/eaw detwfs Curd snub/erf *1 pdestrrm mwor STANDARDS. , '', _ 11. CONTRACTOR SHALL COORDIANTE CONNECTIONS eiry'de Ireffk. TO EXISTING STORM DRAINAGE FACILITIES AND 2. INLETS ,SHALL BE PRE -CAST IN CONFORMANCE SHALL VERIFY LOCATION AND ELEVATION OF SAID IF When dMrra►e vorefe to spacrfred Am okras. the grate Is lb be rot d4v" WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 FACILITIES PRIOR TO THE START OF CONSTRUCTION. gsk,onlr d after fehrAaotA». DAY 4000 PSI CONCRETE. ALL INLETS SHALL BE ANY FACILITIES DISTURBED SHALL BE REPAIRED TO TRAFFIC BEARING. EQUAL OR BETTER THAN EXISTING CONDITIONS. J Pe 11>1lp 4 bers of V Ctrs. &^ .Iris CIA or bond pars mo of ww of /'do to der prPe1- 3. SHOP DRAWINGS SHALL BE SUBMITTED TO THE 12. CONTRACTOR IS ADVISED TO FAMILIARIZE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE 4. ANoollpme and corners ~jw IltsM/ to rodke,. _ PRIOR TO MANUFACTURE. PERFORMED PRIOR TO SUBMITTING A BID. 5 Fe, sulrifwamlMry d~s see Mox No M ' 4. ALL BACKFILL OVER STORM PIPES UNDER 13. IT SHALL BE THE CONTRACTOR'S PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER RESPONSIBILITY TO NOTIFY THE OWNER OF ANY ~ F.D.O.T. STANDARD SPECIFICATIONS, SECTION CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS 4'-0'Or r-Ar 1 Ir Or 4' 125.8.3., TO 100% OF THE MAXIMUM DENSITY PER PRIOR TO CONSTRUCTION OF SAID CHANGE OR $ AASHTO T-99., DEVIATION. 4'- Y n ti r)_ S. ADJUSTMENT OF INLET TOPS SHALL BE 14. THE CONTRACTOR SHALL TAKE THE NECESSARY L 5 x 3 x 4 RefM TO ►VM so. L>f' For Wwv Oefoits And SOdUrw C 4,Itrele we oars ilaln Rars STEEL GRATE TYO REQUIRED PER AYLE t 5' Stet Grate bioln fkrs 5' a r kWormadWe Bars r RetkLrne Bltri If, IL SteetGrate : Wovrocrured Br Borden. FArrldo Sled. US. F Irving. Rettare. Gre/kh IOr Egad I. A --J PLAN • : • andry INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM PRECAUTIONS TO SAFEGUARD ALL EXISTING SHALL BE MADE AGAINST THE OWNER AND/OR STRUCTURES AND UTILITIES. ANY DAMAGES SHALL f Nn ENGINEER IN THE EVENT ADJUSTMENTS ARE BE REPAIRED BY THE CONTRACTOR AT HIS OWN NECESSARY. I EXPENSE. - r 4' r 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS 15. TESTING OF SUBGRADE AND BASE COURSE SHALL (urd"S OMwrwise ((news OF ANY UNDERGROUND UTILITIES PRIOR TO BE COMPLETED BASED ON ONE TEST PER 10,000 Sewn ti Plan 1 Otherwise EXCAVATION. SQUARE FEET OF AREA TO VERIFY CONSTRUCTION IN • sown in CONFORMANCE WITH SPECIFICATIONS AT THE 9 Psaw 1 7. ALL GENERAL CONSTRUCTION, MATERIAL CONTRACTOR'S EXPENSE. THE ENGINEER MAY SELECT TESTING AND METHODS OF INSTALLATION SHALL BE TESTING LOCATION. 0 SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND/OR PUBLIC WORKS DIRECTOR OF INDIAN RIVER 16. THE OWNER RESERVES THE RIGHT TO REQUEST _ COUNTY. FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE Not• SAiclUre fbhbrw Type J. Art.8 Ora*. See Max Ab. 200, COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE S. INSPECTION OR FAILURE TO INSPECT ANY WITH F.D.O.T. SPECIFICATIONS. aNLET WITH BQTTOi! TYPE J MATERIALS OR WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE 17. DURING CONSTRUCTION THE CONTRACTOR SHALL (Fw Plows 30'D1o.And Lorgwr 1 CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM MAKE ALL PROVISIONS NECESSARY TO ELIMINATE THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, TRANSPORT OF SILT OR DEBRIS INTO THE SPECIFICATIONS AND LAWS. STORMWATER EXFILTRATION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 9. ALL DIMENSIONS MUST BE VERIFIED IN THE THE OWNER WITH AN EXFILTRATION SYSTEM THAT FIELD BY THE CONTRACTOR AND IF ANY CONTAINS NO FOREIGN MATERIALS WHICH WOULD DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL REDUCE THE SYSTEM'$ EFFICIENCY. BE NOTIFIED IMMEDIATELY. 4- Jr e' r. Y r era ENrotkn As Shwrn E kiwi oil Pkre Steel Grating. Sew Debll ^I �- w • Eye Bat► }B See kww ear J �E an ` 1 4-Z:4 it �, I 1nl � mF b , SECTION BB ( For Pleas 24'Db. And Uhder I GUTTER INLET TYPE V PAVING AND DRAINAGE DETAILS for SUBDIVISION SEBASTnry FLORIDA SECTION AA ' - ,w- use.. • •• '�.• -n. .p.. :.• u • oo,-.. rocs Iz' G' MAN. 5H10ULAER %,. �� � r y .....U. ,4, eso a ,-.,.,,. -.� � i•5po i Z Mix the, L i %Z ASPHA-1-TIC CO4Cr-ETE TYGE S-1 1500L3 M , (" CCVIM.C.TEI'� LIMERoc_It ESASE M11J L.6 R 12" CO�ISTFiUCTEP 5Ug - ra,. �' i`�IIN. t_.6.R . AO "AX , PLA-SIG 1 N�EK OF (o � CrjM AI.GT Erb Tb 98% M.tx. nCU STY ti-r�SHTO T-IQO TYPICAL ROADWAY SECTION NOT Tp eC_&,L-E) STANLEY F. MAYFI OJ% Pe L, 041997 DRAWN CHECKEn S.F'.t`rl. w :; ;, ';HEF T Imo__ 1 _7_. 1 5 3 6'-1.-----� ..--..-J.-.-.-- ---- i_r 4 roraltlon j ! + D or Span1D or Soar 2 - a &Irs I I D or Soon j > R�6'1 Controf Llne r awr Zane LW?InQgperdo nt Dr F ronr Slope I £nd Of Pipe f t �/See Note B t Q LYsnaf.olyd PerAJt►ed - - - Control Po/rtt WhenrSee £nd Wow ` Stgp• Int•rc pr o fE�r�I j WsWe Clear Zo I - ' Cont. Joint Peramed I /("% t Dards Rawfrod- ENO VJfW Dmrels •t Bors. Ar SIM 9' EstedotmV a le Ctrs. p T - _ - T For &Ir Grode Aril C' T /(/%�Pi(�D £ -- f Pay d Sae Nat. 3.1 tXATI�O••N CONTROL LW Ii END HEN I ENLARGED I TOP V*V ENLrALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING 1 x x-S - 54C C 1 ' f X-S 1 I" T VIEW - i- „T V" 0 _ 5 ( Interior I Outside - ' Pipe f Typ_ I Pipe I Tyr, I JJi Loovtron Reference Line / Sae tDp,,tlon Control Above I TOP HEN rw vita SKEWED PIPE NORMAL PIPE LEGEND o Ptpe Stir S Ceder To Ceder Pipe SPOCkV X Ce terrrre To Ce>faritne Dlf•edion At Face Of Readlyd ENDVALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE STRAIGHT ENDWALL SINGLE AND MULTIPLE PIPE Dth(ENS/OVS AND QUANTITIES Y p X A 8 C f F G 5/ s Ox/.V• tr, • �� N b„ye i ily� Ouou. See Ganerat Not• No. 3. Pipe Pipe Plpe So* Sheet 5 Of 6 For 5 { Sloo 0,untlil" GENERAL NOTES I. E/dralt diererts fam. loco flore and Do$I1Ions ore For roMd and elr/pfACalarrrole plpe and for roird and pipe - orcn corrugated sw at p/pe. A Utd porC/Nf pipe slorn. 2. FroN slope and deal frOft/tA s SW a /n O=rdMW efM Index NO. 250. J.' En*xvls sect' be Cost to 0wo or prem0-mrde. Rehdorcitp stowswDe Groom 40 or 60. Aaldnbnaf reln(orceneer necesfory for Iiondlhp preCaat dens $hobo dMfrafnd q the ContfoLtar or NO swater. Goat of roworcernen► SW Df lnokx d In Ins oordroct tow prke for mnrroto f roaW% I. 1.1 ConerNe n r#V flee reWfrWmV4 of ASM C,08 f 4000 psi) MW be US41d M I/eu of Coss t CMreflf In premal item mesAocIhired In Owes rhlrB or* 1 order ffN Sk lard OPSrWbV Prac+eWfee for I!!e hrpatkn of premat drohWo Praaepfs. 5. (n evffaN dHd*f enA SMO 1 `9 fww tAon pratde, W troXmllbm from Ow erltA.ar b Nis FA~ SW* sA>Dels. rye of e+el' WMdf►lnp. 6. For saddln0 ormod erxileaYs see Molex Ab. 219- 7. Paywo for CaferNf Yumv/tter for d d+.dts i sferd to Ple Pipe stilt bO 02* on N* (CIbl AV pasts s Elraedf Sker To Prpe Use Taou(ated VpAM 0'b5' 0. 6' to 15' 15' f6' to _W X. 11'or orw e. Ptpe sovfA At" Wvrnfes ~be Daad m Me pb+ ed bmeh m skwv in No sftxtrd UWAM mnfrol end etee, or legfrm pmseld an spec)& edefafl boofbum wild for hs Ito At m. 9. Payment for pips fit pipe CJverfs ~ Do Dosed on plan puWrtim, OlIftared for edrd/ boofbrm &,650 uenny WAO'~ of Fite E vk-r - I E f A 6.,er A 625' OimexWrw permitted to osor We of f'Akvdefd Am IerpfM. O IO.47 OICA' OIAQMAb 0WMthe /o actor ue N tr seeessrd Poe'&pie+ e O Cmcrere sego jew be doped to form or" wro.e croft+ N pye. See ae:fkm sefor. soil 90 of AuN Corners Barenaf Or IW�I Corners - - - I , I ---- r - ---- --------- ----- - -- - / - - -'--------------------- -�- / t� 1 __v �-�_--- , , �� ' _ p t to f C_ _________ ______________ _L- I I , ________ __ \ - - - y_ L I Corer or 5A*. r Or 5 / ' TIMl. 0 R.kvo,.d rice VwF 6A6 W.4,W I aI , Ir TOP VIEW SIIMGLE PPE It ft M'I Otis/&• _ �-_ ~�_ f]rrrNo Sko. r Or 51 ' Tlrkf. la in Sod Fit S F $Fab ��B=� Reklorod VIM w0F 6b _ V1.4AVr.e I A CacrN. TOP VIEW b JLTIPLE PIPE ij' SaaVe _J - • L _ SAd. 0" Craft No+ rNe+ 1 •I 9+r _ No Poe fie. Aeratfrfed S i 5'S•f IA~ _AWfvvvdr~�--- - f •I SAOo , • . t rffw , To ( Pipe For PIp" AF Are/ Saedf.r, 4 For / ; + F I P4. To 9, flattdd Under Left Prkae For rne,d E/d S coon IP .1fa Plow 2f Ar/ IJrg.r. - --_ __ ..... - --Z - - , ---------------- - -- 2 .I rner . to (Ppe For P4" jrAId Saei.r S CTO j 0, IF*, Plow NArw lager. MITERED END SECTION astelle ° Ier Associates, - r 1 SEBASTIAN i 1 Lr a r - rr Iris• Amer —--- ----- •A• \ / I J I tit z ��• ----� -- I \ � --_ �- 1 1�'� SECTOV rr --- -- -- �' — - --- - — — -- - FRONT ELEVATfON Nof• For as/rrN• coil mrrup~ -ft Dlp.s-tbrcr Ne pipe i TABLE OF DWENSAOYS AND OUANTITIES FOR SIZE OftE PIPE CULVERTS TWO PIPE CUIVfR15 L 14t -CP W c'Y _ L of- T A B r D x �N' Cr PfPE _�� ._ CYP ..!? _—. _ --" s CP fs CW rb J' K r a r lr a .a a s r r r p' r T - N r6' ra_ r. 0' rs' as rr J's' 1a J 2.,..2� i3'a _ J: Ja 5. r'a _ !'_r . o o' ._r 2' S' r /J_f; .:_ ._1z.. .._7 ... _ _sz./ ss a r_�_ ?_r P / 6_O K' I �-z ..6.1 ._ i- _r r a r-y r-r 6-Sr es' 9' ,d 6'-O !_o,--r=a _77 _Q.� _2J.6'._. 00 pb 5r 7' 5' 3' or - r a - -- a r tr -- - - -d E le -- _. 2D a 96 91 _ Z-6, � _ W., 179 r a J' 5' F a - ------ ---'--- ria ITOT r O !_0' r4OF r-a r-r r—a N_•r r29 JJb X) r'fT be �f_ 9' r _ _3_� !' 0 rr-0' 22 _ fP _ s'-r S 9r rM f- u' 10'-0' 0 9' _66 _ -7r 2-Y-!' ?. !D 16'-6' 15D l71 19s PSB �: 207 33, r - J5' 7f' lB_.T.._ 19.4 ?7z7d 25J IIDsr 17f. 6- FA' fr s' 1; STRAIGHT ONE ENDWALL iNRff PIPE CULVERTS FOUR /'lF'E CUIV£RFSi - ----- PRAP CY L WEIR C+- Rr L r r CYT .. �. _.. ..... . ny iE' a-9 1 53 ?,' J, Z3' Tp 6 J { 16A 211 5r /• aJ 10,0 I?7 37_. f `` n3 t tilt 70• : r iPJ + I!7 37' a t II6 KB 4J' r ?19 Z62 51 _r ?AJ 7�3 I e� Yf? .}71 A• rZ. J21 fFI t 61 elf, Ill i SAND —CEMENT ENDWALLS L)WENSIQNS AND OUANTITIES i p X A B C F ° Gr . Pipe , M r.z. pr F D' !',pR _ ""_..�P. Pf•u. - 0 See Lenerp, Note No S __-. ' - -- - See S 5 C 6 0 1 . krb Oa n ea -_-- T _ �--�----'r'---X. _ _ . he@ 1+Zi FwT- -b'�( 1 ...1)0 ilJajB 7 s V 1 11X 15 _ 0 �J _. 0DotJ2 51_9 -r 1OJ8__--IF Ji- '3S9 B03' _� 9 .._....:TZi _ ��d_ _5-1 , ''t , I _ _�,8 - . �I _ _2_ 2rJ3 i Tb4' ----- - - ----. -J�.y, - n- I J� ....M-- a �.M - - -- SAIps - - Z.trr- g.�$ _ 0.75' - t B_ ? _ 58 B N --_ �1N �t`I__. _ _ . _ �� iDJ� _ CBI .. _ ADD' NA ? 61�' _ _n/f SZ5'- r _ Lot- ��2. �_ _ 1l0 2« ' - N,• N _ _ 7 __ 13A 20 �Qfy _ I , -- - - - - - 6 J9�Y 16D 200 �-+� �11i /123 x L� yT" -�T- _31 - �1r - BeoW Or Aard Cbrrors - - i Tii I h 9 \ J 1 i fo V + 1 fc aIQ it I n � ---------------- ---� i '> Carrot• Slab. Jr 0, 51 •T- fi - RMNoreal VIM VWF 6a6 -V).,Wl., II Tnp vlFw SWLE PIPE I� I.1 Yoi. so' CA j�1 I Per~ Eld I eglfrr-d PALING AN VICKERS GRl f Sere/ed Or Aexd Come" rv- -'--1 --__- --- "` 1 n I - .CarerNe W. rOr 5I ' TWA. O .;, PNnrorcd Vrm VVf 64 eI a1Wi 4 �Ilf ' Arvnr , TQo VIEW - YC/CTfPLE PIPE Once 6rd• -, Ya�il rOTf: Sae Stro' b For Deana AM brat Soddfe - •4 Bar 5' Sol �JI f 1 • SApe : , : I YnN To ( P4e For Pip" Ir Mil Sedl•, Under tWr Price for Yfferd End Secfion I t 2 ,tfor Pipes 1l And Ldrg.r. _ -_ __, _. _. _.. .._ _._ 2 :1 miter to ( PIN for PIP" 16'AV SONOW SECTM I:Ifor PIp" ?rAnd larger. r. MITERED END SECTION FLORIDA W67- /-� -D STANLEY Fe MAYFI LDI Lv` 4l997 1 „ f.)AWN c.JF j clar.xEt'5-FM DATE 10 -89 _ -- w 0 34 KALE AS NoTEo SHEET /-, OF ✓ 7 DWG � NO B933 e.ew.�resMrrcA�eeef4%ee. _..:.see�sxra. �g».fie.-.ems»�'.�-x ass,avw-.;.�.saAce.Yrsewcxeep4SB�tRr.FSY�-+AAtw.tmlmss:7fos...':9:�,«r,;.&I¢:r:r.�sr+IsmTo:+ i SAND —CEMENT ENDWALLS L)WENSIQNS AND OUANTITIES i p X A B C F ° Gr . Pipe , M r.z. pr F D' !',pR _ ""_..�P. Pf•u. - 0 See Lenerp, Note No S __-. ' - -- - See S 5 C 6 0 1 . krb Oa n ea -_-- T _ �--�----'r'---X. _ _ . he@ 1+Zi FwT- -b'�( 1 ...1)0 ilJajB 7 s V 1 11X 15 _ 0 �J _. 0DotJ2 51_9 -r 1OJ8__--IF Ji- '3S9 B03' _� 9 .._....:TZi _ ��d_ _5-1 , ''t , I _ _�,8 - . �I _ _2_ 2rJ3 i Tb4' ----- - - ----. -J�.y, - n- I J� ....M-- a �.M - - -- SAIps - - Z.trr- g.�$ _ 0.75' - t B_ ? _ 58 B N --_ �1N �t`I__. _ _ . _ �� iDJ� _ CBI .. _ ADD' NA ? 61�' _ _n/f SZ5'- r _ Lot- ��2. �_ _ 1l0 2« ' - N,• N _ _ 7 __ 13A 20 �Qfy _ I , -- - - - - - 6 J9�Y 16D 200 �-+� �11i /123 x L� yT" -�T- _31 - �1r - BeoW Or Aard Cbrrors - - i Tii I h 9 \ J 1 i fo V + 1 fc aIQ it I n � ---------------- ---� i '> Carrot• Slab. Jr 0, 51 •T- fi - RMNoreal VIM VWF 6a6 -V).,Wl., II Tnp vlFw SWLE PIPE I� I.1 Yoi. so' CA j�1 I Per~ Eld I eglfrr-d PALING AN VICKERS GRl f Sere/ed Or Aexd Come" rv- -'--1 --__- --- "` 1 n I - .CarerNe W. rOr 5I ' TWA. O .;, PNnrorcd Vrm VVf 64 eI a1Wi 4 �Ilf ' Arvnr , TQo VIEW - YC/CTfPLE PIPE Once 6rd• -, Ya�il rOTf: Sae Stro' b For Deana AM brat Soddfe - •4 Bar 5' Sol �JI f 1 • SApe : , : I YnN To ( P4e For Pip" Ir Mil Sedl•, Under tWr Price for Yfferd End Secfion I t 2 ,tfor Pipes 1l And Ldrg.r. _ -_ __, _. _. _.. .._ _._ 2 :1 miter to ( PIN for PIP" 16'AV SONOW SECTM I:Ifor PIp" ?rAnd larger. r. MITERED END SECTION FLORIDA W67- /-� -D STANLEY Fe MAYFI LDI Lv` 4l997 1 „ f.)AWN c.JF j clar.xEt'5-FM DATE 10 -89 _ -- w 0 34 KALE AS NoTEo SHEET /-, OF ✓ 7 DWG � NO B933 e.ew.�resMrrcA�eeef4%ee. _..:.see�sxra. �g».fie.-.ems»�'.�-x ass,avw-.;.�.saAce.Yrsewcxeep4SB�tRr.FSY�-+AAtw.tmlmss:7fos...':9:�,«r,;.&I¢:r:r.�sr+IsmTo:+ BeoW Or Aard Cbrrors - - i Tii I h 9 \ J 1 i fo V + 1 fc aIQ it I n � ---------------- ---� i '> Carrot• Slab. Jr 0, 51 •T- fi - RMNoreal VIM VWF 6a6 -V).,Wl., II Tnp vlFw SWLE PIPE I� I.1 Yoi. so' CA j�1 I Per~ Eld I eglfrr-d PALING AN VICKERS GRl f Sere/ed Or Aexd Come" rv- -'--1 --__- --- "` 1 n I - .CarerNe W. rOr 5I ' TWA. O .;, PNnrorcd Vrm VVf 64 eI a1Wi 4 �Ilf ' Arvnr , TQo VIEW - YC/CTfPLE PIPE Once 6rd• -, Ya�il rOTf: Sae Stro' b For Deana AM brat Soddfe - •4 Bar 5' Sol �JI f 1 • SApe : , : I YnN To ( P4e For Pip" Ir Mil Sedl•, Under tWr Price for Yfferd End Secfion I t 2 ,tfor Pipes 1l And Ldrg.r. _ -_ __, _. _. _.. .._ _._ 2 :1 miter to ( PIN for PIP" 16'AV SONOW SECTM I:Ifor PIp" ?rAnd larger. r. MITERED END SECTION FLORIDA W67- /-� -D STANLEY Fe MAYFI LDI Lv` 4l997 1 „ f.)AWN c.JF j clar.xEt'5-FM DATE 10 -89 _ -- w 0 34 KALE AS NoTEo SHEET /-, OF ✓ 7 DWG � NO B933 e.ew.�resMrrcA�eeef4%ee. _..:.see�sxra. �g».fie.-.ems»�'.�-x ass,avw-.;.�.saAce.Yrsewcxeep4SB�tRr.FSY�-+AAtw.tmlmss:7fos...':9:�,«r,;.&I¢:r:r.�sr+IsmTo:+