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HomeMy WebLinkAbout2004 - Roadway, Grading & Utility Construction PlansSITE INFORMATION OWNER / APPLICANT THE CROSSINGS, INC. 1682 HIBISCUS BLVD MELBOURNE, FL 32901 321-953-3300 SURVEYOR WILLIAM MOTT LAND SURVEYING, INC 1275 SOUTH PATRICK DRIVE SUITE H SATELLITE BEACH, FLORIDA 32937 321-773-4323 ZONING PARCEL "A" — CG PARCEL "9' — PUD—R LAND USE PARCEL "A — GENERAL COMMERCIAL PARCEL "B" — RESIDENTIAL SITE DATA — PARCEL "A' TOTAL SITE AREA = 14.403 AC SITE DATA — PARCEL TOTAL SITE AREA = 45.674 AC TOTAL NO. OF UNITS = 133 DENSITY = 2.91 UNITS PER ACRE OPEN SPACE = 27.17 AC = 59.48% BUILDING HF_ IGHT 35' MAX HEIGHT CONSTRUCTION SCHEDULE START CONSTRUCTION APRIL 2004 END CONSTRUCTION APRIL 2005 PERMITS REQUIRED CITY OF SEBASTIAN CONCEPTUAL PUD APPROVAL CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION APPROVAL INDIAN RIVER COUNTY RIGHT—OF—WAY PERMIT INDIAN RIVER COUNTY UTILITY PERMIT SA.R.W.M.D. 40C-40 DISCHARGE PERMIT FDEP WATER DISTRIBUTION PERMIT FDEP WASTEWATER COLLECTION PERMIT FDEP N01 PROJECT DESCRIPTION THE PROPOSED PROJECT IS A SINGLE—FAMILY RESIDENTIAL SUBDIVISION OF 133 LOTS FLOOD ZONE THE PROPOSED PROJECT IS LOCATED IN FLOOD ZONE X AND 'A' AS PER THE FEMA PANEL # 12061CO078 E DATED MAY 4, 1989. WATER SOURCE— INDIAN RIVER COUNTY UTILITIES WATER MAIN SEWER SOURCE INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN TAX PARCEI: I.D. NUMBER(S) 31-38-22-00000-1000-00002.0 31-38-22-00000-5000-00001.2 SITE ADDRESS N.E. CORNER OF CR 512 AND CR 510 SEBASTIAN, FLORIDA TRAFFIC STATEMENT ADT= 133 LOTS x 10.1 TRIPS/LOT=1343 TRIPS LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 22, SAID POINT BEING THE POINT—OF—BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE RUN NORTH 89'47'24" WEST ALONG THE SOUTH LINE OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SAID SECTION 22, SAID LINE ALSO BEING THE NORTH LINE OF LANDS DESCRIBED IN DEED BOOK 0015, PAGE 0305, OF THE PUBLIC RECORDS OF SAID INDIAN RIVER COUNTY, A DISTANCE OF 209.00 FEET; THENCE SOUTH 00'12'10" WEST ALONG THE WEST LINE OF SAID DEED BOOK 0015, PAGE 0305, A DISTANCE OF 225.31 FEET; THENCE LEAVING SAID LINE RUN SOUTH 37*40'53" WEST A DISTANCE OF 96.67 FEET TO A POINT ON THE NORTH LINE OF SAID DEED BOOK 0015, PAGE 0305; THENCE NORTH 89'47'50" WEST ALONG THE NORTH LINE OF THE SAID DEED BOOK 0015, PAGE 0305, A DISTANCE OF 438.58 FEET; THENCE SOUTH 00'12'10" WEST LONG THE WEST LINE OF SAID DEED BOOK 0015, PAGE 0305, A DISTANCE OF 681.84 FEET; THENCE NORTH8952'01' EAST ALONG THE SOUTH LINE OF SAID DEED BOOK 0015, PAGE 0305, A DISTANCE OF 715.88 FEET TO THE EAST LINE OF THE SAID SOUTHEASTI/4 OF SAID SECTION 22; THENCE SOUTH 00'12'10" WEST ALONG THE SAID EAST LINE, A DISTANCE OF 101.34 FEET TO THE NORTHEAST CORNER OF ROMAR SUBDIVISION, .ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 31, OF THE SAID PUBLIC RECORDS OF INDIAN RIVER COUNTY; THENCE SOUTH 80'52'01" WEST ALONG THE NORTH LINE OF THE SAID ROMAR SUBDIVISION AND ITS WESTERLY EXTENSION, A DISTANCE OF 766.55 FEET, THENCE NORTH 0912'10" EAST. A DISTANCE OF 467.45 FEET; THENCE SOUTH 82'19'08" WEST, A DISTANCE 398.41 FEET; THENCE SOUTH 65'57'41" WEST, A DISTANCE OF 588.45 FEET TO THE EAST UNE OF LANDS DESCRIBED IN O.R. BOOK 0697, PAGE 0901, OF THE SAID PUBLIC RECORDS OF INDIAN RIVER COUNTY; THENCE NORTH 00'08'39" EAST ALONG SAID EAST LINE, A DISTANCE OF 1,586.20 FEET A POINT ON THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SAID SECTION 22. SAID UNE ALSO BEING THE SOUTH LINE OF LANDS DESCRIBED IN O.R. BOOK 1092, PAGES 0616-0620, OF THE SAID PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE SOUTH 89'47'50" EAST ALONG SAID NORTH AND SOUTH LINE, A DISTANCE OF 1,691.79 FEET TO A POINT THE EAST LINE OF THE NORTHEAST1/4 OF SAID SECTION 22; THENCE SOUTH 00'25'23" WEST ALONG SAID EAST LINE, A DISTANCE OF 663.99 FEET TO THE POINT OF BEGINNING. CONTAINING 47.854 ACRES OF LAND MORE OR LESS. SS y E R D ��.AS] y� , 'ter. j.,7AN :• ROADWAY7 CONS SECTIOI�I 22, GFiRDING TRUCTION ato nd UTI I I Y PLANS SHIP 38 S, SEBASTI-AN. FLORIDA i JANUARY 2004 REV. MAY 2004 i OSIVNER SEBA n -AN CROSSING, INC. 1688 IV. HIBISCUS BLVD MELBOU.RNE, FLORIDA 32901 PHONE (321) 953-3300 ENGINEER MOSBY MOIA BOWLES AND ASSOCIATES, INC. CCMUL`)040 ENQINEERS - CA 03728 2455 —14TH AVENUE VEEO BEACH, FLORIDA 32960 PH;;�f= (772) 569-0035 F -AX (772) 778-3617 SURVEYOR WILLIAM MOTT LAND SURVEYING, INC 1275 S.'PATRICK DR. , SUTE H SATELLI'M BEACH, FLORIDA 32937 SHONE (321) 773-4323 RANEE 31now LIM ZA-1 LU:L-1 \ WABASSO RD CR 510 VICINITY MAP NTS INDEX �F DRAWINGS oc, 1.OER �O 2--'rlf wow SITE�� h 3- r }DIVISION LAYOUT 4.A/B ZA-1 LU:L-1 AND SEWER PLAN Z. -CL 6. LU:C/I Z:GG -- ZXG N =AND PROFILE LU:C/I LU:L-1 S. Z:CL LU:C/I PAVING, GRADING and DRAINAGE ZA-1 LU:L-1 \ WABASSO RD CR 510 VICINITY MAP NTS INDEX �F DRAWINGS oc, 1.OER SHEET 2--'rlf !SIG CONDITIONS/ DITCH MODIFICATION PLAN 3- r }DIVISION LAYOUT 4.A/B F AVING AND DRAINAGE PLAN 5.A/B AND SEWER PLAN 6. P N AND PROFILE 7.P'z_'# N =AND PROFILE S. PLAN AND PROFILE 9"A/B PAVING, GRADING and DRAINAGE SECTION 10. PAVING AND DRAINAGE DETAILS 11. PAVING AND DRAINAGE SPECIFICATIONS 12. WA I CH DETAILS 13. WATER SPECIFICATIONS 14. SANITARY DETAILS 15. SANITARY SPECIFICATIONS 16. LIFT STATION A DETAILS 17. _LIFT STATION SPECIFICATIONS 1 20 Nov Ln ! :r) l Growth , 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SHEET 1, OF 17 Aarorl.l. Sowies, P.E. #55313 ENGINEER'S PROJECT NO. 03-560 NOV 1, 2 2004 963.26' .9y } h x9- Z Z o � o xO• 0 ° xN jr a (j/ - zQ e :b 0 ir oJWo a x 0 e . M m ^ = 11 6 I$ Q Q LwL_ ♦ E• z L q V+ e 1• Z Z Y W e x p W m x+.'e U -� C3 e x, 0 In 11 0 • U /0 a: V, U > } e . Z M1 tr a x `� D a r�r V J V, (n Q I C`( m m w U) W Lt 0 V, V .SHEET "' _.... of 17 AaiOQ J. Bo�v11, P.E. #s�3i3 03-560 NOV 12 Z004 4' DARE WIKt FENCE IN POOR CONDITION` %.y AilM. / � r 6' /.° .. _... .._♦1. `- A'X 4' CONCRETE x e o e NOKTH ab //,,�� LINE F ^ x°�x a 50U i r1 1. vl V e' x`y NUK I rltAy 1 4 r %� °' 7t1, i 1vry 1r su �u jo- 1P 11 °, o" '� 9 ° -- e e •, a '� b q f^b° xc9 ^ ' 1 MONUMERT=• 1e t 1p. = Y^1. 1° x ^ ^1e ♦1. e 1q. 1e ^^1^1r e ^a `1r b ^ a ^y = x♦ e 1 % f♦ =^ 1 ,, , ° %^1• ^1 f ,♦° .1b „♦ R ,N r •�' a ±b x. ,Q ,.°' °° x^' 9 ;° - (FOUND) =1p. �^°. �1b 1 •^6e r tr a b ♦1" ■ `♦b° w^b1 19' 6 NO I.D. 11 w^qp •OM1 `► 1e x♦q %♦1'Y ,',! xe ♦ 1� e f♦1'1 1� ib1 `1r M eq %, %eO s e. , a • fb' try % 1 Y b0 y %° a f♦°e q ' p° - e fbr x^br %O. x^1 ^1k •^ } ` x♦1� fq� �e % ' bq `O %^q^ x`1 „^°q %♦ f`1` O ,♦1y %, M1 i1� %^°9 x`° x♦O^ f♦°'°' ^eb • .ey e a^°• f^°q :12 �b 01 =b0 01 x^0' ♦qy ' ♦ • ep e0 •` • %♦bb xe1 f`yr b0 f e? x♦ey - ` - '` y = ^ q° a` ♦ 19 ^ „^1' x p 1 i ° r♦b % '`1' O 1 r °' f 6- � b . • 4 o O b ,e' x^6' bq ^ eq a♦1° r %^q! x^1 %,q^i f^ f^yq f^ ^q♦ %♦•1'% x11 i %' ° %° „♦° ' i °e x It ', ^b1 '^1~ f^b 1 f^°,' } ell d r 1M1 M1 1 x x A' .♦1 e, 6'1 i 6 °e .0 w♦ "`° w r ,IO %^q• e,_,•' _ 'j, 1} x^b x ` x ,♦q' p ^1 x r♦qy .1 !b y �' x^1' x� ♦ f♦1� x� 0 ti ' 0 x^1 er f^ i b• q q y } x10♦ ye ' 9• % y ` x^q' ♦ ♦ x x e9 x 9� Al 1 O 1 f tr x 4s ` y ° 1 >`° a eq • "^ J J Z 11.1 �^ e ^ f^q� \ x`0• x'♦1y =1q. 1y'. %` 1e' f\1? F^e'� O ♦ `1 10 `^ ,,q` • q O xb '� f♦1y x♦q'� %'1^ oo q xu• ,4 a 1 A� x 1 ° ,6 1 y :e. 1 x x `°' x` 1 :° ' ,bf y '°, bei x\ up Q f`" y1 e° 1 l C" 44 ' ' e xCl!a 4' �!a ' ` ' • D1 , % ` 4 f x4 y: : • e x u9 b , 9y „ b° x xe. x♦b oy h xA °1 , a!� , b1 a` Z 1L 1i.1 Z b- 'b^ EA5T 1/4 CORNER OF • - r f^q^ x ° e x e x q tr tr9 0 ' 1 , ' ° 1 tr° ' • °, b° f % ee 1. 1- �Q SECT ION 22, x` M1 q ' b o x4. 49 x ^ �. ' �° x .4 e vb 49 * •♦1� " Yq r♦ 9y a ,.e `e- x e' , e' ° c� x : tr f ^'' y1 ';,-1 �a, x°• 3Y i� 11i y0 >>O TOWNSHIP 31 SOUTH, RANGE 36 EAST cn x♦1 x♦qy r x^1• ,^ bq x : 1 1 „♦°' i ♦e• x^ °° f : by x x pr x °? . = f` 9 a O •,,/-� IFOUNDI x19 x♦1� x00 x4 a xbq x9 e - xbr br b° =.iq wQ b°= ` 4"X 4" CONCRETE MONUMENT = .`y o 1• 1` e 1 x°. x4e R11 ♦ q • u `� ' tre a b� °e °. -1? � 1b1 GGR# 012523 1 r Sx111 'o ' ) a` "^0: q0 `°- •b O i °b ♦ " x1q. 1 "� xb° ; trM1 e • trr x 41 x44 ry M1 .1-1 x f J -t- r. x♦9� qy M1 x e9 a x`°� z xb1 xb4 %` e x e. x4° x4' : i °a ' = e . ey e ° `e x1 4 .: - IL _41M1 141 wx q} f4e 0 �x'`41•' = ` °'y. %%�10 %%99•r'� '`bOq' . x„°°4 x`♦°O 61 x.`q0 x♦b19- „`' x•41 Yb9 ,=4 !' „° xb.� x04 Or x°e1r ,°' x°0b' aee x x•1°y . i° ♦e? i°°' xb 0 9 "x4eO• w• x•ee x°4 b4 "x O° „e4 ,,e°q e? ,! x h xa6 •x °?r ai0O- b- xtrdry0 e� x b"A w °° x^eiL e9 ° b ee tre y,41 4O% =b T a W, q'M1 ^ __1 xu�, btr *b1 ate cli P O.0 b ��1 e4 0y xpi q1 % r O x0 y: Y O ry x, } } 94 x,°y x41 �bM1' x°0 p.,J "trb xa0 b° x 6° xtr 4 x, • ° x° x° „ O x - y Re xe q x` , e4 „ % q iy' •\a''4 "^ x�q x`1 t+Y i1e 1. e'� x^ y x 4. 9� b0 6 a 4' q 14 1 y i _ EXISTING SURFACE WATER #1 TO BE t 4° 'tr .^ '4 "b NORTHEAST CORNER OF trM1 b> a •` x `b EXISTING SURFACE WATER #2 TO F{E° THE SOUTHWEST V4 ryFILLED OAS SHOWN (0. 27 AC.) a INVERT.,5L.=13.51' x`ING S ;vAS ,SHOWN R #2 AO.) ( 4' % ',' ° M1 SECTION 22, x4a = xe. x^°' =44 c� x4. } r x y 4 x�e? 4y `4' b 1• O 44 Y♦1y �. 4 O e - - •` INV E E -13 2' "^° x ,? . . • , . 4. _ " 1 = x x , x TOWNSHIP 31 SOUTH, q a I R' L 3 ° e KAN&E 38 EAST c4 ° _ tr° x`° • u: 4y ti 4" CONCRETE MONUMENT •k` 4 Y k J 5 8(47'24" E Y t w� v __ _ _ GGR# 072523 Lft ` e v ^ n• 1 q �° = e+iNVER' EL -'1v%41' b''' , ° °� q' 4q . '' ,q 'q' q, 5 TH L.11NE OF "THE OF �bTHE N¢RTHE/�4`fi V4 OF SECTION 22/.�1/,3b _ }��y�� -J /� C x16 I,d1 X. 4" eGO�1GR TE r 9� ^ t10 xq1 Ytre ._ QU x x`° w x 4 x^y9 1 .� _ x�' ' ,�' „4' x xb i 4'� 41 • �°' 14 Y 8 , 4 / r24" E \ 41 =°fvIONUMENT' "b ' =b' x`°1 O by el %°- 'b ° °4 0 °^ e♦ , x a .eO MIy�Q/�/�` 1° b' 20 I.�J<J ' (FOUND) = f tr, 9 ,b' ' _ No I.D. „ x e, e a 1 q r x^ a "b ry br q `bq x. b x4' % e a4- VISTING PIOES 4. tN•VERT EL`e=12.82' trb .4' 4- ery e y q z x b e $' p1 x` e9 x`° =4 •`0+ x4 b° ♦b1 M1 b° 4 ° xtr b" '' „1try xb° b' f x4 %4 1 b' 9' % • x Td BE REMOVED^ a h ,> x ,b' 4 " x x ee " ey o = a x • x4• 1?: �°? eM1 „4' t e� .14 x b' ell p , � x ^ Y♦e y e4 x46 ,4^ a 11'- 4 x tr b •° 9 xe9 4 xy9 qry bS " xlgr q} •0, a xbe b1 xtrA ' �°°` 49 b} 4h =°° ,° x♦er ' ' •°° ' xby we -A xtrM1 ,b' %,e x°h x°q q 1 4. 4 � 1wi.1 e b' ' b€XISTING ACF,- WATER #3 TO BE ``" b1 O g► • .1 oz FILLED AS SHOWN (0.32 x1J1C.) '^ x4, 0e •`b '' 11 1' x`1• f4• % x1;1 ° x141 x`°1 d "4` 1 f41 ► ` 4 ' % 1 •^ Y '^"�' M1 ; q O4 e9 r xtr e4 x40 e r x`° 4h' M1 °6 xby i ° .141 M1 x49 5 3740'53" W » ..) b? x11R' x�' x^O' i x^°�xlbr %-� 4° b x`O. Z e O b 4y ' 0 i h % ee N~ ti ' ib a x1°e • b� 4` i 16.67 0 ,ry 10 '^ es NOTE` - q x�, t lex 4'X 4" GONGRE}0TE '4 ' °y.. > MISGELLAN�OU INTERI� FENGE5�b ANC DITGHE5 x"' t, 44 _"' x^ x`� w MONUMENT I- 6 - w NdT ='45HOWN OR. LOGb'ATED x y = e S F W = plFouNDI ` x 1°b b r 1° �' b• a4 O 1 tr' ae r ,1 r �1 y1• Q o g :tr' x '9 _ ALL FENC E�5 LOCATED -.ARE „1. % r No 1.fd. t x4 xtr atr ab x 4' a '� Xe? y 4 .q1e DROKEN TDP p r 4 6A6 WU;?,s: x`° ° _..,„ ,_� " x _�- 4'X 4" CONCRETE � r x` 1 4y =4. e b^ h - ♦ y9 b? N 8147 50 W 448.66 ` MONUMENT =10 q,' %,O• xqe =b? x^b1 09 x a x x^e x1b x` ,: • i ° 4, °' by % xby a IFOUND) j q' xgM1 x�. x eq xee w NO I.D. w 41 xb. K x 0^ 61 . y IL y0 p ,.� NORTHWEST 1/4 OF 4y r - ' SOUTHWEST 1/4 OF 23. x y x x y x 1? r l 1 x - x1y' , �:, 706.4' - e x°M1 x`, •`"/ x9 ,b? 61 ;° : xb TOWNSHIP 5ECT1O31 SOUTH, % '60 'e} ib "yt %bO bq ° 0 • %^yk O Z r ^ q r b, RANGE 38 EAST h p ,y 4: „b' •^ ell HEADWALL TO BE REMOVED .1'<'1 O e xtr 4° 1e 1 = 11 r•' INVERT EL.=-fi.3w4' RIPRAP HEADWALL (TYPICAL) ►- ~ ,� =9� _`'� w x 14 EXISTING SURFACEx°iNATER #4 TO'BE ,� % 1tr► '^ ° b y EXISTING 36" CMP =may „ O F(LLEpS SHOxWN (0.60 AC.) ay b INVERT EL- .80' TO BE REMOVED r x x„q x` x y - " 70P OF .BAN `7 3 0`' x,4 _,4 1 la! +�- `tr _ EXISTIN CMP I x,1' x^q• `} =q • '\q' 'by '^y° b ^+'ILII -11!. ,!Z M7 i 1?. REMOVED 1.; S Q = b 1y4 , • e RA -140 !U -,A 13 -e� ■ Q w xb• x aa -13 1 IN +r.�.36 CMP TKI15UTAKY " h ♦1' °r %^ x °' ' y ' "`b- 1 fxA -n +'wm 17.1 f1II-170 If.11- 71 al -174 - b,`b Z ry o e tr` o ' K4 17.1 _ r "" WEST INVERT EL.=10.28 O m n.s W7a :7 - 79' 3 1- 1 �4.i W� i�'u°,-17� !u- .% EAST INVERT EL. -9. O _t 04�4x^^ ' •,- r ° ^'° .:c 14 e° 1 r - - - IV ERT EL.=9.51' I— CA . a W �,,` x 0� , T x v .1 z ° •`1 41 < - 'lu-t7 iia {. a as , V < Z =,°' .`` x10 % x14 ,ss '� ♦1'a'-�13D '�/4fw s ,Ia Iii-te lu-tyry i�RA'!141" :a ,7itrq �, -,b- VERT EL.=10.13 w O x i 36" CMP x,' ^,, q A 'r:�- M!"""a •`°4 ^ 'k� WEST INVERT EL=10.26' w 1b W6.4 s � 7 q" b' eq Y9^ xby x`qy xb1 •^q „_ Iu'°4 w1°° -,a Iu:sa"iu-'°' sawn -7e4 a4°0° . ,n 4`, `4 r� 1 / 1 ,b' EAST INVERT EL=9.81' 01- b % h r VERT 'EL.=12.8 -� r p INVERT EL -10.06 IF w a O = 4 "! A-,00 � !IA -N _tA7 10.7. r rr p. t b 1 ♦ 1 M1 1. x .L- xe. �o x1°- :,0.f p O.f •' 1 tr ^ 1b ` 1 '! x,�. ♦`'' x♦1 x1e qy K W7, Ia�w y b' 6 EXISTING DUAL 36" RCP NOTE - EXISTING d! p ^10 EXISTING WETLAND #1 TO BE xt4 TO BE REMOVED AND REPLACED W/ MISCELLANEOUS HEAD STONES' y FILLED AS SHOWN (0.016 AC.) DUAL 29 x45 ERCP ;� »t +af n17f,.-«. q - ' p5 .0 W. INV.=10.25 LOCATED EAST OF DOUNDARY LINE W •`1 fl• -- a7 'awa°�-ae Wafui-w ns �-M' "`"-"�' 11> cl E. INV.=9.80 i NOT 5HOWN OR LOCATED. 101 's/a"-ea 17.7 •17.1 w"-0 �. 11i tat • 17.7 10.. i flw-n 'na wn-a °1 ba xe' 14 y'1 1 y wA-!6 17A (' -.74 '�'A i,a! wA-04 0y. 1qp x x, xb _ w tr "'"» \♦k ' 'Iu-s7 !u` 6. 706.4' Q 17s kits 'CATE QA 74 --- x14 - e1 9• l J sry 17d CAIE 3- 17.3 • 1^ ` . ,14 x ww-ei-� 1 _ 17.1 IA -ed' A9 Wal b ' FENCE ONLINE + n.! 5UE5JECT VACANT 14.403= ACRE �p�" �►� •i•+ '° q9 PROPERTY IS TO PROVIDE STORMWATER a 'R.MIO 1M -l7 x b x`°M1 x^e° x4• x^1° V ' - WE +-� 9 TREATMENT AND LIMIT C.ON5TRUCT I ON 50 +"A-64 e A5 TO NOT ADVERSELY IMPACT EXISTING 4"x 4" GONGRE = y ADJACENT WETLANDS TO THE NORTH MONUMENT �1�OPIp IFOUNDI °' (ZIDA GRA' NO I.D. ROAD O - , ay x1g1 x• „4' x� - 3 Q , II� O INN %D l0 Z p %~ MAM35/1156MS EASEMENT r o / 5�ec F! 5112 W 0 O THIS WEST 6or OF THE EAST 11956 v � 4"X 4" CONCRETE � MONUMENT W (FOUND) w 4"X 4" CONCRETE W MONUMENT 1/2" ROD - (FOUND) "P.RM. 1192" or (FOUND) NO I.P. 0 s it V2" ROD Ir - 4"X 4" CONCRETE j "GARTER A550G" COUNTY ROAD 512 4"X 4" CONCRETE n I LLl MONUMENT 4 IFOUNDI )FOUND) Z 0.19' EAST 60' R tGHT - OF -WAY MONUMENT "GARTER A550G" 0..19 NORTH PER F.D.O.T. RIGHT-OF-WAY MAP 88040-2507 (FOUNQ) try > DOT P.G. STATION AS RECORDED IN PLAT ROOK 10. PAGE 36 NO I.D. :° ,? 1 OL 0.72' NORTH x° 276+07.33DM) ) EXISTING 36" STORM PIP:: LU 27.62' NORTH I I F- 30.85' TO BE REPLACED 0.71' WEST N R-rASI "' W 1- � 1- 0.06' WEST '`.GAT tr 1 b - la• 1 0 L6 �L I���� o o L7 ii�if���ii �ii%/i.�1�T���������� ;q �'e =.0 P. to to 1_6 6A5ELINE ()r SURVEY FOR 119.26' 100.00' d 100.00' 100:00 COUNTY ROAD 512 N 8(42'12" W 619.26' COUNTY ROAD 512 DOT P.I. STATION RIGHT-OF-WAY VARIES 258+80.74(M) (GR 512) PER F.D.O.T. MAINTENANCE MAP 66040-2515 AS RECORDED IN PLAT DOOK 10, PAGE 37 N^131126" W awl 361.45' o"' KI Ad`4Q'7A' ,tiy 9, `trer 1107.41' �P EMST. 10• cOgrc 111 lle _DOT P.i. 5TATION^ ` 265+00 (CR 512) DOT F1 '-TAT16I _ 16.53' +84.83 (GR 5121 \ 103+93.80 (GR 5101 \ O > 1- Z � Q 0 5 8136'05" u EROSION AND SEDIMENTATION CONTROL NOTES: CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC .CAPACITY OF WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND, OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED_ SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM STANDARDS 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION -OF ALLSOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAyE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DPAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTR.STFD RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT'"'. '1 E PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, I; =•°ai OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT=LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS %RE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REOUIr7f) TEMPORARY OR PERMANENT CHANNEL LINING.SHALL BE INSTALLED :04 '3?CTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. WHEN WORK,: IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT 'TRANSPOR'` NNO STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIA L -`RING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOP THE CONSTRUCTION OF CAUSEWAYS AND -COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPUCABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT -BY TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE :ROADS BY SHOVELING OR SWEEPING AND.TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING: SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING ACTIVITIES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABIUZA11ON OR AFTER THE TEMPORARY MEASURES ARE NO;LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOILAREAS RESULTING FROM THE DISPOSITION OF TEMPORARY, MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. CONTRACTOR SHALL CLEAN ACCESS POINTS TO EXISTING ROADS ON A DAILY BASIS CONTRACTOR SHALL ROUTINELY INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BASIS AND MAKE ANY NECESSARY REPAIRS. a<N W'] * In w cO Z Z o � 0 0 w jr a (j/ - zQ N 0 ir a<N W'] * In w Z ,I- '0 V, 0 0 z Q co (j/ - zQ N 0 1n oJWo 0 F- M m m 11 O Q Q LwL_ z L Q V+ Zw Z Z Y W Ld p W m Q U -� C3 V 0 In 11 0 • U /0 a: V, U > Z �M� < W Z '0 V, 0 CcW 10 z Q .0zJ (j/ - zQ ZQIZ oJWo 0 F- a Fc Z =U OOVLL V - VF -0 a O00C z L V+ x W co Q _j V 0 Z`` V, Z 0 /0 a: V, U > z �M� < W D a r�r V J V, (n Q I C`( m m w U) W Lt 0 V, V .SHEET C2 _.... of 17 AaiOQ J. 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AaCr J 3 AG `Fla I I { 1 *� A !� I - - - - - - -�` --;.5 ,i�` // AD STOIC MARKER ale AC at+ WAC at5 3r 5 L •!l d, " gip• . • ' 23 I nL J _ J L _ J L _ JEAI J L ; J L _ J . - J' iY - - - - - -- - - - - - - --�j HEAD STONE MARKER _ 1 _ - _ ,r t j ,^ 71 8`f4T50 W 44866' ° EA �•° (- -1 ! - ., . to -now` ,_ ` •:::; � _ �'' - _ - - DRAINAGE EASEMENT ' N Ir > ", ' - twTFRSEcnoN -` R s IU+U4.b1/ STA. Ioe+11.27 * (' _ _ LOIS. I- . ` „aa., I• of S T. I I I I I I I w1 1 1 1 I I I* *' I°" I I #�'! 11 t,'1 � �,. I �!I I fib` A < ' _at51tC ,1 •^�2 11 J �I �0 9I la 8 J k7 J 111.m b� I SII II I }3l J I ice'-1�:. r �,• .°I -. �''I 1a7ao sosd le7at1o55QrT 5>°s AC ars 715 Ac ars Ac 018 AC Ga s Ac aaletpc 7'721°7 Ac to Arc °a°t` Accn t• •tom I CO,OIER NIMI.tII I�L_J�L AC 0.15 J L -J L -J L_J�,� J. L_,J ■' _J L_J .'-J _L_J I I ( 10 UTILITY ASEMENT ► R4t' ° , ,0° , t - - .441 ■ > s �,C� 1 _ I • _, fi _- . - - - _ _ - _ , .. . _ _ _ 1 MMR► 6..LOYT� tM1QI fta 7r s�a� I 2S I IFr. R�iCE.IWN 17.0 0.15 AC ��..v. r' 0.17 AC �•! - - . - .. RA -11t tM -i30 - tU1'-129 t?1 vu I, r -11 sl rl� '� -1 +, „ 1tA-m wA-twA'� st tiu-t ' pn *�� L ■ t» tail, ^ a9,1s8D�d� I I �T.i�saFr I. ,a w as �1-t _ 13A 1- 015 AO _J I pO {bp �_ 9.79 _ ;'1Mu-its .. � NEST INVERT E4 t3a x i , t as �t0.Z8 ^ Z a AC ,A r -'-: 9iVERT EL -9.7V ," - _ •; � ftA0,0f1 FDOf Rya ` F � ° ' �i � j W ,.► - - ..� • r � ,iia �' `� A i (- ,•} at - ° 152 tsa ' tat - tRw-1s wA•-s /6.a :;PEP AM W/ 00 IF "Re • , ■ rfA-ttp ftA-a : t4 e . _. wA=ts a tn4... „ _ aw tr■4e- n1m No WAtimi 7 � tl1. 1 - 1 � - ,- RM29 . %11' - - - 1. la,5o1nU,1 X17.4 ' ,AS PFA.FM ma 2W ^ I. Ae r I a,t 1°„n° ,m .'A sI wA-a wA-a 'ru- , fp 'l�A t tit!" F I F� i v ao Q,9Ae I FELLSMERE BROOKSIDE ' +�^ ' '""-r. °°"°""`°' I VE HISTORIC CEMETERY "'"' tat 15 y -' , E rusT 9tvERT EL •t0se' �• - - ,°� � 4.^ ,,• %tltktot w"A-wa tsa 'fu-tm �-��p N� * ,kf ls^ r• IV a WR EAST INVERT EL. -9,81• O- ( _.�L ,A \" • w t ./ - OV1-rij! fioAllf ♦^ r1 0., �:. ; ^ IFlP01ARYfE11M02iACTiMr2j CIRCA 1888 •a.o.> - factILANo�ACfCRA) DEED LANDS DESCRIBED IN Zo 'Tt" 1-tTT ITt1t,tT7Yt Y _ y BOOK 0015 PAGES 0305owe?-1 -- W W F W �j OW w i• Q I � 1 co `0 0 '� CON5TRUCT ION EXIT -7 DOUBLE YELLOW LI S� SAVIF--CUT " R1-1 WIDE k":�•r' SO.O'- .-GATE a J L -_ _ __- _ • ....ter•-•L•`+..:7Z I- 19' fC1 -... CROSSNAIiI 1 A CRU5HED STONE PAD LOCATED AT THE 0' WOE NOR=_.,r• t � ..��� � � � � MARKntc PER FT>OT INDEX 17343 C OM5TRUCT I ON 51 TE EXIT TO PROVIDE A IFOUN01PLACE FOR REMOVING MUD FROM T I RE5 - - ��*,'! *�� * = - = - i 7 1`J .�a EASEN►t; j Np THEKE15Y PROTECT INC PURL I C STREETS. INQtFSS/EQtESS EASEMENT �. ' =�� _ �- �. J 1` INGKIE VEGRESS E/151>slA�ilfSo a�E EA r�tza5• -� - _ - AGG�S ��,Fwn+�'"O'T j THE WEST 6Q' OF THE EAST 1256' T I 94t RSS/EgIESS EASEMENT �� f : "w ' v �01 � 7HE MT GO' OF IM EAST 705 - FclJ- F - \ INTERSEC710N _ - I I _ �-� :'^ t►� a° d I 'si i+eo 00 1 j N _ 1 Iuw w _ _I- b n ry 3 COUNTY ROAD 512 I v( W Z 60' RIGHT -OF - WAY �PER F.D.O.T. RIGHT - OF - WAY MAP 88040 - 2507 a►` > I . J ,�• � ,� I > DOT P.G. STATION A5 RECORDED IN PLAT I5�7�K PAGE 36 •� odFif,idAo w 276+07.31 1 tt 30.85• ftr nrArr-or-wtT a „ "I rear IfIN MAT> M 1% edio-sea i ----- ; 1- ..- �� ad� AS IRCOIOlD M RAT 9071 10. �A4L >0 V (1.` � i uo■=i iu- 9, .-_._ .,� .0 li „•_ `` . t7Lw ftva,f Mm -w:. jA __.. - 1 t. T r, ' 1 _ �.- 1 L5 1 L6 / ,, ,,b ,d .i 1 I 7 1 LSA. wtanc a tARIIE 140 T / \ JE OF SURVEY FOR 1 1 I L� +� ---1 vN - ..tr vH JNTY ROAD 512 -" - - I - � - sA3Etr�9 aF.aurver FOR 0Q4MTM Row m:couffly . k . AX Fi 'fcai m M T soas�'w v�Aa ta1M� maosrcv soADp - - - - FAM 1112 COUNTY ROAD 512 9 ydt' -. - - - ��x�3� r0_'.FQM_MI : _ tos.4- acne :° ' ,...,�.. - DOT P 1 �TA*fem DOT P,I, STATION RIGHT-OF-WAY VARIES DOT P.I. STATION N `- -' \ BENCHMARK: +84.83 TGR 512) ..:...u..r,.sr. tlww 79P MONUMENT 258+80.741M) (GR 512) PER F.D.O.T. MAINTENANCE MAP 88040 -2515 265+00 (GR 512) 4a ,.,,,,...,,.,. um INDIAN RIVER COUNTY 'GPS 23" 103+`13.80 TGR 510) AS RECORDED IN PLAT 1500K 10, PAGE 37 EE =i8.74' N.G.V.D. (1929) O co ;J20AD 512 RICHT=aF-IYAY VARIES PER C.,QO.T. MAMTENANCE.-MAP as040-2Sta •ZI1� AS RECORDED tN -PUT BOOK t0. PACE 37 NG PAVEMENT SCALE:1' - 30' SIGN WITH BAR (PAINTED WHITE) A C OR 510 DRIVEWAY CONNECTION PLAN SCALE 1" = 30' 0 48 HOURS BEFORE DIGGING ` CALL TOLL FREE 1400-432-4770 SUNSWE' 57ATE.' ONE CALL OF FLOMak mLjjIjjjkl NI i ..i II _ I a<-.1 M 1* to w 0 It cT � \N M tU w cn 3 3 N O 7A N N cl: Ix cr a a. I ir of a<-.1 M 1* to w m W Q A� U 0 Z Q rWo a co T N C4 Zm L a Q m 0) c0 L z 0 (1):)0 F) m < J VJ rz v, z 0 0 a vI U - z 0 Qm V, m rW V♦ SHEET C%3 AaT n J. a0'r j s, P E. T: #553 of 17 t 3 03-560 NOV 1 2 2001 a 0 w 0 11 Z Q (7 m W u- 0 `" It w N 0 I m m m II �O Q uw- 0 0 w W Z Z 2 3 J a U w Q 0 LJ U F- D (Un U z m W Q A� U 0 Z Q rWo a co T N C4 Zm L a Q m 0) c0 L z 0 (1):)0 F) m < J VJ rz v, z 0 0 a vI U - z 0 Qm V, m rW V♦ SHEET C%3 AaT n J. a0'r j s, P E. T: #553 of 17 t 3 03-560 NOV 1 2 2001 a 0 w 0 11 Z Q (7 m W u- 0 `" ..: ., ,}.. .. ,: .�,. F. ,,,.,�,�.., .. ,'_ „_.,.q,.+.:en.•y,,,^•n-,«,... n-,.+-...�...r�•.-•:r.'-.-.-.--".-"�--•:rn-T-- - .-,r .y. ,,, •_ . '.'*.__f __'_ -z_-_ -_-••,: > *,--,••-•__'.^'*"....'_^-..,-., +,+-+.-•-•v+.-...-__^•"•ww .. - _, -,_.._ ,-- _ ., ,., p .. - ... ". .. ', ... - .' i• '(' .. ,w - ' ,. _ •:lir r'w++.....-,.r *" `7 m,*ar'^-•,.'••-. _._.n.,.,n .. ,,..,,.... r.^ ..r . - .y. 1: t . .. _ ...., .. .a y' ■ :"i ,. 1 z w, I < i• , . ,(-. 'K l.ti' .. - a „ .. , . , . a. .. e - .. - ' g . M W - - ,..._"�, �_ i- U 1�I t11 I cn m m O '•- Q Q � .. S q - e , i r• t ..+ , . LA DS DESCRIBED IN i- . .. , ® B K 10 PA ES 0620 ,,1 " " ,. t i : ': . i 0 R 00 92 G 061.6 . I ,�, x acs Y,tF . . t b ti,, 'ro � I, NORTH LINE OF SOUT E- /2 OF NORTHEAST 1/4 OF SECTION 22/31/38 ` I MEc X K V ` �? y > » MEG MEG MEG MEG MEG MEG MEG :' MEG MEG to ,@ X +'/x X k,'►dtG `v !-t•IEF.IE-( ,,,-MEC r. (/MFG t` S 9 47 Q �y F MFG /MEC MEG' ' BARB WIRe FE IN ro o 9 MEG (� OOR N 1 a, n .,h' , �/ �/ �/ C D ON Q 1f 18.9 r. (18.7 ` s „' t P :• J. C - - --. °tea' I'F ° - • r � 2 �/, �� .... L3 l L- x �., , ` ? .., ,,� / y, C i -ro .. .) R, g ! "'�(i 8 7.9 ' ' rg a - - - - _ ..-. _ •- - _ i a ' �- _ �p�- 1 �1 r �' r� t� 0 (�. uA H X c� y e+ r I'r w SILT iENCE BARRIER ' ? �, 8.5 `l.0 7.8 ay--- r E�� r,• -,ti. y.,• (t c Y? ,, �. `(TYp) r(: ?"�:A,..9� .1Sw a 8.3 .0 1 BOCK A� 8.3 1 ,r r A 4 4 DOTS __ x. Y, x ,' ti . ,h.' ,F, . "° (, inn {�.n - 7.8 . x.57 .7.4 Cil-� i8.. $.G 7.3 �i-C F.F3 7 3 40 4.''1 �� 42 43 4,,4,, 45 46 4 7 48 49 ,., _�, I t, :, ` r� 3 !•:_ ,9.06 , F.F 18.83 F.F.E.= 1 59 F.F.E.= 18.50 (F.F.E� 18.50 `t ,'� ) 't• �) 17f� 3 :, ~F t`F.F.£.= 19.18 = ( :'(' F.F.E= 18.37 F.F.E._ 18.611''• F.F.E._ 18.85 F.%E_ 19.09 F.F.E.= 19.32 F,F.£= 19 .''' 1 c' `-� F.F.E.- 18.5 :..tsiE, ., y:1 .1' ^ 1 ge18 FF.E . 18.88 F" F.F.£.= 18.61 F.F.E.- 18.37 c, .E. k 18.14?' ,F.E.- 18.36, t r _"'' 35 5� _r{ fi 1 F.F.E.i*' 18.80 t , h h' ly ,' MEc x S1l SS1NC L 8. �10 UTILI' Y EASEMEhJT � _ C, B�V �A .� 6.$ 7.0 715'.7 Ci 6.9 os=1 - SEBA _ C O. - -- _ _ __ Jcr7,9 �, - - 7.0 6.5 �.i .917�7J �4�<i.a� 7_ �'�i-i�sj <f7o� t 2 17.03- n_s tea' _�.ej is.a / ,,'- - - - - _ - - -- _ _ �. 7 x ,, 1 16.10 n l• I I 1T ... - _� .,, �_ ,cO'' ., DS -TQ 8,0 . �' , 1 n 17.30 6.9 j 7.3 ... o :1' 17.36 4 -� ;\ �' ,, ', -� 7.7 ` z;., t, x, 16.9 b' A 5 4- , ,,� 4''` 1 '' / \ •117.15 __ _ 7- 'A r.' ti' t 16.0 - ` OW 1 x \0 rb I F,F.E.- 18.T',g� 1 Q Q '' ..1 x 1 17.4 \ ^ 17.11' �.'•, ( h y,. r- ---1 w - ---I �_yC•�-_� I ` L._ 6.9 '\ x" _ _-Srr `.` .__-j ter..,. 7.6 _ 7.fi` .� i 7.4 ? 7.3 \ / .Q,� 18 1 4 n,' x ` 2. y` ,. / V 17.15 00 9£ ^ ! y 7.f_) y.i' OD.ii.`al W7Yti 7.0 OOt� 10 ^ �i a'I - �.-..._. I- -- .. , r �- ( , �- �\ x,' y x' (, ` / ^r 1 I/(i r ""1--� ;"' �2� 00 tc , ��� / . m0 j,,6z &441,, I Z �8.1 \ 7.4 Z 7:•1 `\ - ,o-,�. r - - t,,� 0 MFNT s.s i _ _ -1 V_.,1 -__. _ __ - _. __ - _____-' - - '- _..._ I- �� 1.<FJ .) y�c, -'SDs --- - ,' 1y� I , l _. 1 5 RCP' .. _._ .. _ ...... --- -- - OOG � 17.50 . � 9 t `� ',1UTILITY I ""'( -- _ _ ��_.._.��.. _ - .. ------ _.C`_.. _.. ... - �__.'_---------- --'- �- 15- RCP /C , � - + „ _ �: � � I b 7.5 1` 9 `, ._-.... _ , - .., \ _._.._. _ .... '--_ '"-_ ._ �-- _' ;1', -- -- - -'-_ __ �- ...r __ - -`_ -_ .__.._ .... .. _. -� __ ._. -�. -_ , oy T_ J J....,, �t J ,\� ` ` O . 34 / .C�' R �Y .: ` 1 w iC T11_I ASFMEN 6'' :1! �? - - - - %a•,- 'ti� - - `. ,� .1 - I F.F.E.= ,ta�.77 'e.'' 1' I I TY f �, , x , 1 - I I _ r ��_ 10'.•,[)T1L1T:Y.' EAiEMENT _ i1'.o) "-'1. x' i I s �` h► \ oil. .r F_ .MEG , ({$r-),tt�y i �' / 17 7.E 7.4 17.7i` . 7.9+` 8.1 J 1 ) . 8_� 8.2 ,r? Q ?'� 7.9 ,, 7_7 7.4 • Q�q .k �' x �� �,' ' /C- - .g� 18' RCP .�_/ , y 1., f a r 2 I / �; ` x' c 7.4 7.9 \ F.F.£.- 18.8 ` ,c,• in >: _ - __ I 114 115 116 , .. X 17 11 r � � - c� �. , ' i , S,' 119 12 0 1 1 xw. A W I. _ _ - ,- 12. 123 124 .: 125 ., , 26 • 12 7 a 28 x�. v 1;.;w Z ` ' , ,. 11,.,3 :, . F,iF.E.- 18.20 '? F:f.E = 18.20 F.F.E. 18.40 F.F.E. 18.60 ar-1 A _ 1g - , . W J L. i F. '� 1880 F.F.E= 18.60 F.F.E.- 18.40. F.F.E.- 18.80 F.F.E.r` 19.10 F.F.E.- 19.05 F = 18.98. \ � ;3 I _fc,C-t'LE - 1d ; FX.E.+ 18.90 �� n� � , 4:ea� +�.: ,., �yE . x , F.F.E.- 18 T4 F.F.E 18.49 F.�F,� = 18.25 I F.F E r,« X8.24 0� 1 2 9 7 $.2 $.7 X MEG � � W I L ff ft a SCALE=1' = 60' •t O w I O N C V ro _ 10 t0 N -- U 0' o O w ZO � � W V7 t/7 N li XCLCL.N 0_' w OQ a < 4 M to t0 1y t { g 6.5 , 78- RCP x Y 0' - • ef, h x ' . . ` , �' ro r. 5 F.E. ,8.85 v . o. _.)•- _ .-� /� 1' 6.5� 6. r 6 , e ' x 3 0 Z x --_ •. I ,: I 6.5 .• '0 g ti G.S� ® .5 6.5 " F ' ^Q� Q Q ,,�:,.,•,:'��x y,t r,�' 01 L . 1r_;, '� � �/ ••;' s. .c t I G.5 ,,,,' 1 6 5 Y�r 1' • ,_ y ,i I a W ■ '7 y , ti I < 7.6 ( � 4 T 6.5 ti'" " '` ti < • x g ,�" �' L 0 M 33 ( i -1 - Lo S /� �, �. i -� i til x . , , ' F.F.E 1862 - / _-CIG 5'1 ` x` ° O r - ao 6V•; �- C1 i3`i - S T 'c x ` . - -� . irt- i it r r - i~ ? 11..' F, I. 6.5 � x ` _/ ' I N 7.11 -� ( '' •' ' , F' ' ` . ` x ' 16 �0' .�10' F.F.E.- 19.03 , O W N ` I .1) 8.3 � i r , 1 , c h LJ _I � Q � - �� �- �----95'RIVkTE-- -^•=- - - .3,I Y,1� �L , �/� ^ r t1 •!r�-- 2'' �-` _-^,�c�_ A I "�/ �'_� Y'. g ` `, ;.R�g rO ' f--- Z Q W VJ v �� - °11 , I , . , - , _... - - , - . _ - SEffNI_ . �_ . ,_ _. DRA__ > �`. e,. I EG Q w :, - W , �1 nRallyAGE�i4 ---- ---------- --- -= -EASEMENT _ - x IW- , :�' s. E �9 z r ' MV._9.50 ,c- --� •-�- 4 5- _s o I ��. lL y• � ` Z o 1 " I ' F.F.E.= 18.35 >. x F(,, 50 r , I �? I x Fy `- O a r n - _ WAT INV.=8.50 ,<' 1 h y v 0 `° DE ERiNG BASIN PHASE,�III', - ---- � i ; 32 __. ' _ : I " SUBJECT P R 0 P E R T Y � h♦ -5-12 I E - 4 3= - --x f.F.E.• 19.05 ., ` I 7 6 . 'g Y m V . U 1 F.F.Er 18.. I I I . " ,� `'---�t,�_c>•,-'. 1 �.- _! - .' .� ,., .. , � _ -i<"_ - DR 1NAGE EASEMENT1t - - - - - - �ti _ s.s Imo: I . � �- , z Z- _ - _. Y . �. _ _ N RET ) h' �� o-� - I �g 5 , ,- W ( - � 45 5_ 6.5 1 AC S ` I � ,�,. I� „i' ,b' • 1::. , / / 6,5 6.5 ,6.5 r 6.5 �.k 1� F�.E 19.2 8.5 o Q i ETI ACT • 7 +- - R .- 6.5 x - I ' s.o - J 1 �1 I t ^• / I g O '^ I: r, `h ^�I x t rj - LL ?;: i 4! 15' PRIVATE STORMWATER ,;:� ti, y�. x Y MEG Q DEW tERING SETTLING �� i i r� w ti' 11.1 v a / :, �. ; 1V U IILI T tAJtMtN I _ x n. .h-- C ` rw `ti/ ^•F.RE.i 18.15 a E \ - ' Z � qA EASEM AN - I J ti M ,-115" Rc� _ INAGE NT M BASIN G;� 7s 7.4 7.6 I g° N a AUEMENT�`RACT B K C �» PHASE 1 $ 7.15 �ti -� o' r*. 3 1 -m 30" RCP " / 8.0 ,. I 36 RCP W 0 F.F.E.= 18.17 " 6 - � :'- - -(g x.:l •yam N 5� - ;l' ^5 ,h 1° ,9 _ 4.84 ACRES x r„ p. ,F°. :x x 5 w,, J ,^ . N Q ,. ,. - N ' � ��� � 5 ACRES Z , ?, 1111 n_ 1 i a 7- ti' Sy x` - L J � � ,fin ___ - �7.� I 13 7 x 1 134 - , a 35 ) -i - 3 7.3 < „ x � .; ..•� � _ i..a., , •,:y:>"i ,F' - \ •' 1 ;' � ,�<.- 1 x 1�.�.J 2 F.F.E._ 19.10 F.F.E._ 19:3 • `4� � `-• a [' "`8 '`� ,ct ( iNV. 8.50 n x . COU�i ALL TO * _%F.E- 18.70 F.f.E�`18.70 a f.F.E= 18.50 " F.F.E.= 18.20 RF 5 Fk.E_ 18.35 `' 1� S ) "' Q Z �o o+- _ _ 8.0 q' . 2' x` , I U ,�.._ I I ' ^ ' ,,'> c, R ua. I _ rg'" / 113 x rn x '��� i r 1Q V / NG DIT ,. STI C H �\ - Z 110 h EXI ) I I�" - 8.2 �.. y,. t.. a. �0' U UTY EASEMENT o x, a `� ._ O �., r,ty F.F.E _ 18.15 - - - - 7 O 7.1 ?��` W .-. r. , • - ,: , , V�: n,`. t• � , \ti r __. �� r0 _1 0 .. - B LOC A A > ---� � - - - - - - ,1 a Q I / DS -9 - - / t' ' �+ , ,. r l F.F.E.= 18.32 P _ ., {117 �) � - - - -- - --- - --...___...-. x �c, -__i'= '� 0 5 l� E N I 1 _ I TRACT - E / - r -•t sg �C- / 7.5 / / G a Z 7- P Y .MEG , - .1 .. 16.95 x, :1 ` . . - Y Q a , 7.5 +00 s.to� W .. W N �`J '' . . r.. 1R�00 :* L� ) - ` N O ! 7.5 ' 7 7 ( Y 4 6- °= _- -1 _- �--ti�/�/�F�t-tf.�-�ci I��. '� 11:15 y cr ' 18.30 -I tS • ,^4 5 9 J W O - _. r r ,,1 y - -.- -415- _ , cl;;, t 9 `" �4l f�. F.F,E+'19.0 �1r W O - - �,' - 1\ :c c, s -- jhhl' ,' ni S 7.4 7.3 �, ",:~ a,d / W 0 I � ._.,e 244 RCA \ c ,z a 16.5 c. F ?Y I r x� 7.2 , 4. �. �- .- Y c -- - - _ �..._ t- E, • s.e �- 109 _ - o -- -- Z LL ( ' . 6.s� / G.5 1G.5� s.s ss �. �` DS=G '�' �� `� x` ; 'h �, Z O > „ ,• Q Q `Z O F.F.E = 18.35 r .- l i3. t (. /� _� / �-� J. J , -38' RCP.- •a _ 7• t ' ,, . �� m - _ I •,>- Illi. :, t 11F. ', , '__c1 r //_/_��(� //,(�{ . .. , I t .6- ': `{. .r- - ,, _ r _, I I 7 J / 77 11 / 1 r i r,�. ?Y' . r ,0,� 7i' F- .. ,.-. _ J 110 C7 L 2 _ , iG , r 7 . , M 2 .:„ , z 9 .. I lot v 8.0 � �L�K B { - - Q r . r , ® F. hA J - Z 1 TI A t 0 I E T t _ U L TY _ ,C_ __ , C) F F.E.• 1856 rt+ . , i 10 UTIi iTY t"A. EMENT ,t, Q TRA Z tI] I 7 - „� T E 36 RCP to J Lr_ ,- r , PdE._, _ ao 1. , ,1 , .,. - Z an F.E. ry AC 0 ` '' N - t]] 1 - t , . --X17,77:'. !D B� O N I - ...4,- 8.9 ff ^- S.. 8. 7.9� , - / , 7.9 8.0 7.9 7.7 cn I _. m �,� •I , I r BENCHMARK: fI � _ Q N �. �. x e 3 2 61 :, - 64 Q. I: % , (' i ?,' �� F. 8.50 F.F.E._ 18.20 S :�.E 18:q'3 F = 1 ; ,1 �' ,. . O W i _ I sf - ..I 6:35 x F.F.E.- leo <� h TOP OF BOLT AND DISK O II ( I J : K13+8315 , - " . t- :� : . �, , .: . ,, . •� 108 � �;� z W m N e,=: v ^?_ x� SILT CE PC < '.�•`: ' " P 3435" 107 106 105 104 - 66 cTYP" wpw EL.=17.54 N.G.V.D. c�9 _ I Q d `' F.F.E.- 18.55 1 03 1 9lJ 9 / 1 +a: r 29� 02 .101 10 g g BARRIER �, 1 F.F.E _ 18.80 F.F.E._ - 19.00 F.F,.E,- 19.20 F.F.E.- 19.4b F.F_E.- 19.45 F.F.E = 19.3 F.F.E _ 19.15 F.F.E.= 18:93 F.F.E _ 18.75 F.F.E 18. IN ' . ,,w'',',. F.F.E.- 18.70 ~ 28 _ � ' f •' n , , r _ 53 F.F.E.- 18.35 o t 6.5 r ~ �. `,ti 7_ . „ r, ,, 1 7.2 17.9. �� - 38.21 8.� �.8� •�8.0 t i.8 - X6.5 j I t,•`� 6.5 -H F.F.Er 18.57 - w �, n __� w 5�, 6.5 1 6.5 x 1' . a ,CK . • A T 0 3 , 5 OP SIGN / , c I N ;:. �_ • 7.4� 76.5 1� � til• ?+ Mt ( ,.. n. ' AND 24" STOP BAR ' 1� .- -•� ..= 2 7.7 x ~ x _ - - -MEG _ 5' I x •. 1 --- 1� �• ... - 1, __._ _._ _ _ __ _ _ �� C�� YGI' U i ILI EASEMENT - , •.-- - -' ..,. h' r r _:e --� cy :. ,, _ �i7" Ii - n,' �. -e� , --- _ -.- - vi ' t�.' w� 153 - - r' .� - A / `� A ` Z ti 7 -.. n , r9 . ., 1 '+1> _ 1 ' r�- ,yyr.L �., .�! - .� : ,.I .,.. •." 4f'. }311 i'.- ifi.65 tr .+�<.Ps. .n,:. , n..; ,':_ - -__._'- - - - .. .. ... _.._ .�� .. ..�p O I =Y ' -_ �. ._ '`� -,: - g• 'r , .,. _ __. _ - nI I. .�,.,. -. - $�9 4 2 4 E 15' PEDESTRIAN , - C ( �' . x 15- '' .. f� ,- - x v ` 1 ,!r' R• �} L7 i ^"•�1 .e 1 , t 1 35,,;pk f,d .y t �c 1 11!70 +� I ., Q 20 FOb 203 00 2 t b 1 PRIVATE ., , E CEMENT SILT FENCE BARRIER t. �'�_____�_ - .' I - i I -i i t 205j100 \I 206.1,+00 1 2071 OF_ 116- 1 +' � a � _URAINAG` �A FiE - - - - - - - -4-6 209 .00 ! ," ' (TYP) 24" RCPT ( i t 17.90 ..{ i � fF6 711 8. h .I B.4 8.2 7.2 16.0 - �,• 16.65 :< i :• ,; - :. _ - _ - T - . _ 18. r� - ci 3.15-, �•' ) i7 a) (ta.o) ts.2 1 70 27 ,; :� `- t ._. �_ -�_, a,% r. iB.O -- 7_9, 7.6 - - 7,4>.,, r , �I (i 7.9 6.5 ( <,t' � " ` I E_ 20 V= - - F.F.E._ 185 „ IN IERS� CIIUiJ , '�" Gd_ w -f � __= - IN'1 R5 ON �_� r.l 0.t: I NOTE: I- G,. 3S. -- - - - -- - - - D ^, s. Mr(• .., .. m rT7� 1 -F r1 � - -- -_ ._ --- _. _ . _ .. - - - - - x �" iA. 13+`x2.11 �` . � ?, x` <,- „ - - - - I I oo SCELLAN J z m --3o'sTOP�IGN_�}?' S I.' MI EOUS .INTERIOR FENCES w �TB.2.1 p %�: _ ._ Y' 10"-UTIO CY t`AEF/T ---a+ y x rO ,�' /•' r ,,,. 17,7 �^, - . STA. 4"+.;7.91 AND 24 STOP BA STA. 208+1 . . y „ x " , t. , , 5 _ . „ o X1;.9 3 17 , �. - a, 1fl_7 R 1 2y7 i Y ° N NOT SHOWN :0� LOCATED 18.9 8.7 �a 5 �'8.'4`� 7 1 ! �f �' t. %° • i` Is O N m' 4 w -' % /' 9 7�V7�n Q -O` ( .." I N j ! / /`-� / ALL FE CES LOCATED ARE R WIRE d 4 I / �j 8 i 4 BARB � . �Q 18" � 1 RIVATE x S.tiJ :.: r', 1- �,. / ,�' F.E.= ,8.20 h 30- RCP I -- 8 4 5. 8 CQ� 7 88 9 0 9., g ,� Mr G' F.F:E = 18.56 " �. I F.F E.= 18.73 F.F.E=93 F.F.+ 19.14 F.F.E.= 19.20 F.F.E:� 19. , - 5 ,•D AINAGE EASEMENT ?'` ti $ a, .1' +, ��� ;,� F.F.E = 18.605 F.F.E. 19.71 F.F.E ;1St F.F.E._ 19.21 F.F 19.20. F.F.E- 1$.9 r F.i E = 18.72 F.F `1,3.52' 1 �f W - - ( fi STC i�MWA 1 Ct-1 I I � o __ 1(, , I r o-. o - 6,5 _ NV. -8. 0 -'�' �f t)`' 1 5 BLOCK _C = , . -_ - - - .i A . 10' l)TILtT�'EA 1 `� N - 15.7 ' . t t. I 215 RCP S EN 1 I h. i .-- `"T � Eti I AGEMENT TRACT,. C .;�. - ^^^, ,6 C, ? . Y , 10' UTI ITY . ` T I L.� x ,1 ; •t ., ' r1>i,._ 8.4 E ACRES � ,_ 25 '. ,y .,, �_ .. (tFi,4) �,... (1"i , � (t`o_t7) - T4,� a�1'q-1 � . .,STB � '•r Ff1SFMENT Q*' i• � . ✓ . _ W V / _ r, 4•- Q %� � 2 V t1FC :'`_ _• F.F.E.= 18.59 ',` _ / , 9.2 / i�'9 j 8.6 x _ +, ,V x +.: • - - - . - , ,7.8 I , .., , . t 111 ,�_._ �. _ 0 6 9 DEVIfAT - HA I �' a-- ?� ' % y� .3 I .. 30 RCP F.F.E = 18 35 i t" y r. , S , 3 71:40 5 3 W w ERIN BASIN P SE I I- - i z ea (;t: - �. _ . 17.n ? j+111') X1R 1s' S iA.7 U i �,' r, �, C,O N"� f T r m.. -' ':' . 3 18.9 18.7 18_4 y,- o' �_j . ... : ... _ r I N, . .. y , .. , I i w; ,'rc 4« W e 9r' �� �. .. , .. - 1. % „ - - _. . y , Inn`` {R:::-"F'."T'< �X,xd / m ,+ • < - _ , w' 11 - _ • .. _ _ % ,' - - . . - - , , , . - It a - , - - _ - . _ - , - . ,, . N fV ~ s M , 1. n . Q . .- ., 4 (V , . , - d . , , . I. . . ' . , - - N 1, I, 0.INE - SEESHEET C -4A . 0 1. 0 '. " ... -1 .. - , . I I �. '­,�,._.... . I : I - I . .- . 1 1 11.1 I I , , I '. . .... : % '..... : � 1 �- �. . . . . . . . ... . � . . � . . . - -.......­_ I . . . I I . . . .. Q N Y C ip o 7.9 8.1 r `1. OZ W FWNp� _I m LV SC a 60 (n (/7 LL AIF: 1, , W W W �( 8 5 8.7 8.9 8.7 _ 8.5 8.1 7.9 7.7 0 ,tJ22 . I LOT<a I- <ooma 2 e.a '� - r2 (n i N0¢� EG 7.9 FEE.- 18.24 I W� p �3 �2 �1 0 9 8 A �LI" 7 6 5 4, 3 2, 6• RGP -� - _ W ��' 6x _ ( F.F.E 18.60 F F E 18 7 F.F.E.- 18 9 F.F.E = 19.1 F.F.E.= 19.20 F.F.E.I- 19,5 F.F.E.= 19.7 F.F.E.= 19.5 F.F.E.= 19.2 F.F.E.= 19.2 F.F.E.= 78 9 F.F.E= 18.7 F.F.E.= 18.5 ; ' - ...e. '- - - �. 8.8 19.0 9.2 9.4 , " J _ ip , It I '".-10' U11LITY SEMEN s 6 R s,o �, ` s.2 t 1. 18.9 .: , - , 8.9 D N 20 _ a.a l ILITr _ASEMET�T ",,_,, ax• ' .' 11 EG _ . , EG MEG MEG , .,,,: '.n ., ' MEG F.F.E.- 18.. I I 7.2 7.7 Er, w- EG EG MEG MEG :a;<;, dM�A�EC MEG M jj 8.1 7.6 7/ - -- - -'MEG , _ - , / I s f. O . .. I 1:_... :.... _..... : - -_ :w... __ i - L 11416 I.L. .. I i ! r; I Illi 1 N O _ _ ,.... ,. __ , .. _, _ _, .., _ _ - ... I II . _ ...... _ « _ _ �� YIM1124 I I • ,1 ; r 1 wc- I 1n .. WA -123 i f i I f I r I! I M m m II �194 _. L_ . . . 14 - -.. { MEG F.F.E.= 18. I I F.F.E.- 186 :. _ _ .._ . ..._.._-:..:.. - _ __,-.-.._�11 1W1BLA2 1 ;_, Hili, { I • ' . , . �► i N � 2 17.0 l' I e- 7.7 . --- I iLco _ - , _-_ _ .. _ , - - .- -- -- - -_... - - -- . �i WI A-119 14.7 �_ _!-i i i 8.2 '_2 7,7 8.2 - - - .- , _. ,_ - ,__ - i WU1-120 WLA-126 13.1 - I ' t �� .r 0 . . _ - -_ _. __ _.,. 3 FE 13 :N 0 I _ _ ::.: - _ wIa - o z o _. _ �_ - - . . _.- tWLA 118x 18.4 138 11. Z Z Y W I , . _ _, , - 8.2 1 13 7 WLA- 31 _ 3 -. • 0 70 Q W 1W- - l __ .-_...Y . _ WLA-11 - 2WLA-130 V . . m (!l Q I I I �._ _ , - . __, ,. _ -, t. _ 27 ' 13.1-' MM -732 36� CMP F . , � 1y1LA 1 �j 7.7 i .. ... _ _._ -111 12.8 WLA WLJ\ - D D U 0 (n F.F.E.-'8.7 I I - -- - % 5 < .. _ .. :.... _.. '..: - wLA-128 - - �^'� - WEST INVERT EL -10.28' . MEG � - „ !!@ ... . , 13. 1WLA-113 xtWU 33 x3.8 1 f . 6 ;:.. 135 , 7.9 F.F.E. 18.7 - -._ ... '.: ... :, _ . _ WLA 112 EAST INVERT EL. 9.79' : _ ..- W 8.4 I i ` 8.2 _ - , . _ .. : , _ . i HEADWALL FOOT /2bd t� 3 I i . _ _ _ . _.._. _ .. _ �- . ....... . ..... _.... / � / / x iNA 4 2 14.3 I4. EXISTING DUAL 36' RCA L - !- - I- - _. --- 'T'RA __ ...- -_.. • 15.2 14.3 ,� WLA-12 / x fWL NLA -9 15 3 r TO 8E Rt MOYED AND DEED E I ;: I I A , ICy) 17 1.. . . - - - . . _ .,..,. . _ _....._ ., ...._ _, .... _ ..... _ _ : ` _ ....., _ . _ eo REPLACED w/ LF .. - . _ ....... _ . _ _. , .. , , . _ , , .. ,. .. ,. _ . . , i.,15.9 WU 15.1 W�-29 WLA- WU-8 DUAL 29'x45• ERCP AND HEADWALL to • t 5.1 " ' 109 14.8 15 15 4 WLA 28 WLA-1 f f 7.4 M 1. . _.. .. " -106 4 _ 15.8 AS PER FOOT INDEX 250 • - I' . MEG F.F.E.- 18.9 • _,..- _ .._ .. _ ..- _ 1... L �' iS.Bwu 4. wLA 30 1WLA 33 'WLA-22 157 11 W. INV. -10.25 Fl .. - C:) M / 8.1 I g �� :.... .:. . _. « .. _ :.. i �' WLA-105 , 3.8-31 - 8 • "' �- WLA 1 ,o - .. .. . - - '- - - - 15.2 16. -32 5 E. INV -9 80 8.6� - - - .. _ , ..... ,.. ,_ -.._ _ ., . - / _ 36" CMP0 (° t- 00 /�� ., .. . _ .: -_ .__. _. J.8 15.1 WU- �� _� IN OF ALE \ W) A� 7.6 „ _ WLA-104 Q _ ..... _ ......... wu toe 15.5 ^, 8`►2e� WEST {NVERT EL=10.26' Z W cv e Jf` R8 . .: ! '. _' .: _ �... __ - 15.8 14.8 WLA-107 W=A -35 1 `� 14.9 �I . -1 ,h' ^ o -, ` EAST INVERT EL=9.81' - I- •- z W C CIRCA 0 . ,_ ... ._ _ .. _ _ .) - WLA-103 OF B ��, WU-37 �- WLA-19 _ .. _ .., .:., r , ,. .._ _ .. _ ��a, : `` } K 6• RCP � ,�c� _ �'` TOP AN / TEM aR wETLAN MAPACT (WL -2) 2 W \ K ... .. - 15.0 •h' O F.F.E - 19.2 •.` __ .._ ... 1:1( , 1 888 MEG �i WU-38 I- O {0.006 ACREs) � � � LL _. _ _.-4_ ..._ 8.4 ri _ .1_ 1,r. 3� f I .' ' 3.p' WETLAND IMPACT (WL -1) '!z' LANDS :. DESCRIBED I N w � " _ _ Z �- 8.9 7.9 - _,. -_,,. 9 ., 14.7 15/7,`r !� 16 A Z O Z �_, .... _ - _ a :i i _ _ d _ , _ _ _ .- _ _ ., _ _ _ wu 42 REGRADE EXISTING SWALE s I- :� "t -14.0, (0.0 CRSS DEED B 0 0 K 0 w J _ _ «> p� �- 01 � � rad _ _ ._ 15.9 15.6 TO DRAIN TO DITCH TO Ilii W . ` W I t . I '"7 V _ ._ _. _.. _.. _. _ _ _ _ _ _ _.. _ - -- _ L _._ I _ _. r /- • - 171 .,.. _ . _ .. _ At, WLA_43 ,b . . [" y�A, N ''.. 1 __ _ .� I _,-. � / SWALE TO BESODDEDAND � I .. N � i_[_ i - L - _.- : �. _ -. _ - _s .__ _ _ _. : - v' _ _ _ _ :_ �' . ... _ _ _ STABILIZED WITH RIP -RAP WITHIN \ so I r- Z } p Q � UJ O _. , , , . .� __ .. _ _ -- -_ _ _ -� _ .. _ _ .... » OU RECONSTRUCTION. 4' O . _, , . ._ ., , -.-.. , _ - '� _ . , _ _ _ _ , .. - /t 7 �H TE THIS IS A TEMPORARY cv :j• F- 0 WL,� 1 U - .. /�_ NO 12 1- W Z wJ �11_1 1 _.. + / . CONN C710N DUE TO THE REMOVAL N 0 Q Z , _ 7 : _, w - _ -18.2 .AICA - �c OF THIS SWALE AT TIME OF o I LTJ Q -- :, • -� . = ......- . , _ - - - - � I 6.0 ! 1WLA-44 ADJACENT PARCEL DEVELOPEMENT o m �p p w W --. ... .. ._ 1 Id - .. 1 ' J. .._ _ -. i Sui _ _ MM -46 . Q . = m w B.>` 04 - - _ _ Z rn _ Co _ _ �/ X15.3 N110 � 00 ao n N ., - 1� // �- .. ._ ri .. �% _ �x WLA-45 y Z Q N -/ �. 18.1 rr _ /;ex4.%,- 4 - - -- �_ 1WLA 47 < p -86 / / / - . 1 _ ^_ _ _ . ..., _ _. � _ _ t. / ... %I 17.1 - /�1 1. .., 4 w i - ,.. i VLA -51 W _3 id.1 -ss ',0 ,,. F O Fw- Q �I ��•, - r - a ,O,' m _ ._. _ WU-85 t 1 '. f 7 :- 18.9 � ' ''. I ,> ' V � O V ((� _ V lLA-73 - - . / . _.1 . S .. - /' �' WLA-54 � to Q < " ' U C3 CC 1. �_ _ �, . _�.. - I-, , i7.6 : NOT INCLUDED 8ta• RCA + I 28 - a0LIJ Z J W 17.3 _ V~�� 1! I WLA-56 ._ w J I b0 m r __ _ W!A-72 ..- i _ _ �. I r O • c0 GATE t`_, _ r - jt' 17.4 Z 1 Q CONCRETE DRIVE 8 W 0 J 17.3 - - -I _ .. , _ WLA- CRETE DRIVE w wLA-69 . _ I . ' • 15' WIDE r 1 W > I t7j3 - _ , . .1 ( ?O N15 WIDE cArr_ U U) ICK 17.1 , - ... , - , � s � dF , � 6 THICK �/ WL.A-68- ,- . ' 'AAA -59 • N - ' - i� Q ! 18i3 �• N C 8 Vl 1 R, I t 9► - - R.�w FEN rW li 'L �E 71 -� w j . 1 7.: nn 1.. CE ONLIP JE . `J ,6.7 f ; e tdP `..,w.. . • ' " GAT - OF V AC A z ,. WLA 67__-- ! .: 17.0 dF v�� - . 0 A .1 HT ,�-,. �.+'7. X�.. eA arr �asn+-aAvoio�T . , J/ -7o c� . , .. : ; `::- CONCRETE DRIVE N -� Y i w PT RA - > 16.6 .: 1 , 8., , . • 1 „ . 15 r 'T R �`.� _ - . oau xi - o S ... WIDE . , .: �i ,: E� - Z wu-86 wu-6 't C _: F. FZI - 6 THICK 8' WIDE SHELL R K O U A \ m _ _ 1 wTLA'-ss- - S STABILfZED TRAIL CRA - _ -�- I: VER PA L 1a Q � Q - • 1 ' t �• , , +ND 24 STOP BAR � 1 � ,..,•....: - � � AS DES _�� .--*I-` ` . . - -t -:v sm um - _ m 50.0 -- o R BooK hn r•teI _ ` , r roe N , V W Itl GATE 8 L _ E os -28 . , _. - -..,, K'' . • , : ,,; � : 12�• P GE 24 �- � a Z E N . 15 -3v � .... , .. DEN �, �o�� .. R Y Av :. _:. DR 10' WIDE MIDBLOCK CROSSWALK �.'""" - ��o ..: _ _.. _ A N PE IND 17 M RKI G R FDOT EX 345 rr rxa .n., wn+r.:aw.r ca^cMn :,.r .�aa._a... r_... •n „ n -a.:•,. -we- •.,,"-: ,e,.zr_-ra-,Tll-• £...,n :,m, -•.s -r•', r.•.ras •.I :...... ,: .. 18, Now`wyA_ ,a.75 » c.,.,w, •i•,�uiwsirm•:•.tse.ar. .. .,.. .m ..,, >_. , _ = -6 �, f DS -29 r, 18• RCP i L_ ____ I . �. DRAINAGE STRUCTURE SCHEDULE _ I III ?s em _J _ 0 •. V':•., : - , ... - . , ,-..•..,�...,,,.,-,-� m >a,..�.-., .w, ..,: DS 25 I D \1 • Dp-1 R STRUCTURE TOP INVERT ELEVATIONS NUMBER STATION ELEVATION NORTH SOUTH EAST WEST DESCRIPTION 0 > 8 50 � .. _ , . , _... 0 ,' N J % 1 5 ' 88 p,S�MENT j- '1118.25 K sra ^^'.:<s... .++xrrmr:wrs.^ar_:-r .:. r••„a.-.srsamm.n�-aaeacae�'e�.aa.:: . a•am�avanas:nnaas+sn� -no•,:•,e;ur„�•am x "; , yen.e,�,�s"M: Vllm, naoaa:+reeW. - 16• Rr'----.Ii� ■ OS -1 6+00.00 '17.80 14.60 MODIFIED MIAMI INLET ESS TIL T ', I 15• RCP t t1 CC AN ENILVt" Z _ - .. __.._ rte. __-__._.: .. __ __ . _ _ . ____._._.._.....__ -_---------- ---- D 1. DS -27 QQ'S2 0 ` �t-f ` NyD unuTY ,{' DS -2 6+00.00 17.80 ' 13.93 13.93 14.18 MODIFIED MIAMI INLET C� �l .--__--_._____.1 OS $, 8+1181 - 17.28. ,. ,..13 50 13 50 P-7 MANHOLE - �', c 15 ACCESS �'j INGRESS/EGRESS EASEMENT J 0 0 --------. _.. . . -._,� -._:,, __-.--- - --•-_ , .. -- ------------- _,.... , _-.___.1_..1 :...I.._.. Rte. n DS -4 9+62.27 16.10 13.10 MODIFIED MIAMI INLET THE WEST 60' OF THE EAST 766.40' I � (_,) C LL .__.,.,_ _.,__.______._ _ ,_ ._..___„-__ ._. _,-._ .--_..,._-.__.,-,_. .-..-_ -. _._________-__.___ _ .-_,__._-___,__._ x, = I (d DS -5 9+61.27 16.10 12.70 13.20 13.00 MODIFIED MIAMI INLET °i INTERSECTION �. W DS -6 10I 11..61.70 16.30 1200 12.50 MODIFIED MIAMI INLET - SIA. 3+UU.UU LANDS D E SCRIBED I N c� - .._.._.,_ -•-,-- __-_ _:: ... ,_ -.. _,_... _.._. � `r 1.x STA. 307+60.00 Q H -., ._-._._ ....___-__.._ _ _._ .:_____w, _.______-_:__..._.... " 68, PAGES 0952 z DS -7 11+8518 16.65 12.60 11.60 11.60 P-7 MANHOLE I 4�, L' FORCE MAIN BOOK OS N O E- _.,.__._.. __. ,,,__. 2 , • N F_ LOT 1 W I•- - Q 0R -:. _ .....----- -.-.. -----..----- ... _ .. __.. _.- . DS -8 17+i6 16.10- ._ _ . _ 11.00 _ _ 11.00 _____.. -_.- .:_ MODIFIED MIAMI INLET N Lj LLI / Z ___ ___ _____..__._.. , _. _., __,_._.___.. 1, f49 LF -6' SINGLE !- 10 -6 WHITE IP � F_ Of ' lE SK -� 0 ROMAR SUBDIVISION ~ � _ DS -9 17+53 16.10 11.00 11.00 MODIFIED MIAMI INLET O ___-- '_ - _.__ ___.._ __.... - ._.. ____._. a PLAT BOOK 10, PAGE 31 -' W DS -10 25+16.4 16.10 1310 MODIFIED MIAMI INLET 9 . 13 ' -----,__.------_.,,-_ ..__ --.. --_. .___- ._._-.----..._,..... _. __-___-__-___ _- .... _-_.__,_�_._ S '., N ,, W o SANDS DESCRIBED DS -11 25+16.4 16.10 13.00 12.75 MODIFIED MIAMI INLET a , N LOT tI LOT 3 �' IN i- ________.•_-_.__,.__„- .. , . _.,-_._._ ._ _ _.________ .. __,_...__, ,__,____,._,__ . - __._ _ „_-__-.-_-_ _ .._____--_-__._- � .1 a,l I �I O.R.BOOK 1550, I W 0 DS -12 32+81.4 ` 16.10 13.10 MODIFIED MIAMI INLET C 01 'n w _-_.-..___-__.,.__..,___-._.._.,.... -. _-___-____ _-__. ___._.. ____-___.__,._ ._ - .....,_____-_-..____-_-..:_-_,-._..- ..__-,-,_:,--_ . � -- .< z In PAGES 1447-1451 J DS -13 32+81.4 16.10 13.00 12.75 MODIFIED MIAMI INLET s I ,r; I U a - • ccw, _-___- _ _-_ _. _.__ . ,_ -- _..- __ __-_. ..--,__�-_ - _._,-_----._--_.- -- -- ' .-. _..._--.-_.-___--.---'-- - . -'- .-------,-. JJ LEGEND DS -14 39+73.9 16.10 13.10 MODIFIED MIAMI INLET 3' CURB TRAIVS1noN i m I U Q (TYP EA SIDE) I- _�. _­ - _,_-_____„__ .__....___..-... __--_,_ _,._.-.__.__.--,. _ T.o.e TOP of BANK ___.-._.___,._...._ _. _ _---____ EXISXT,NG 30• cM�� Q DOT P.C. STATION W W �'-� 276+07.31 (DOT; G H G k O O I ,�� • • 1,�h ♦fro Nk6 ♦O!L ,°' o,• x,� x♦� x♦ xN x^1 x�� x♦�' x, x, x x x � x X - NORTH LINE OF SOUT� J/2 OF NORTHEAST 1/4 OF SECT�(�N 22/31/38 a MEG, » MEG MEG MEc ME MEc MEG MEG MEG MEC X MEG X A E 0 G �1 MEG MEG i / -MEQ" 9 h MEG C0/MEG �ME�k BARB WIFjI� FE IN eP00R C NDZIN �"� X ,/ `°_ .-...N�E�Y( h _ 6� h X g C' x X X X, ��..� r : ' vw - il 87 5 _ 3 8.� 9 : $.0 , x, - 9.0 8.9 8.5 8.3 x 8.0 7s8 1� 8.0 8 2 8 3 0 4 18.50 8.9 X\ ♦ (o `� h ^ g S S1 FENCE BAF2RIEF $ if ff , �O 0 x1 'y k hj x~� 1 ^ O ° °, b x^� �' A x� '�� 1� t ��` x�� �' ^'�k �' '\� x y ,� B�CK � '�• ro' �• ro' , �- �' '1' ♦ 6• 0 ^ ' 1 �� ♦4r 1 x 1� ^ , , , ^ , ( ) 1 , x 1 /r x, x^ x, x, X' 1 3� x^ x x, ♦r°. x x�0' x 4r 1• , x x, , x x x 0 x x^ x x % 1 x x \ ^ 8.4 8.0 7.8 7.5 7.3 T.5 7.8 �. x x x .�� ^� �6 ♦� TT 0� z♦ `$� x x r 0 8.0 x 7.8 x x, x x ,(� 6 , �� 7.5 7.4 7.5 7.8 8.0 8. 8.5 H �� /� /� o; o x 0 x /, x,� x^ . �� ^� ,v� 7.7 X x♦0 39 40 42 43 4 X 45 x 46 47 md% x♦ 49 x x� 5O 51 52 `� .3 8.4 \9ry 7 ^a ,� �' - �� a F.F.E.- 18.5 �k ' k 36 ' F.F 19.08 A 1.F.E- 1 3 F FSE.- xt�59 F.F.E.- 18.36 sF.F. 18.50 `y F.F.E.- 18.37 F.F.E.- 18.81 k 0• F.F'E.- 18.85 - ^"Tt - F.F.E. 18.37 F.F. 18.14 , 11• 1 ,1 x . x ^(' 1 , 9 ♦1 x^1 , ,1. x, x e i'`�.E- 19.09 F.F:E- 19.32 F.F.E. 1918 F.F.E� 8.88 ♦6. F.F.E. 1 .81 . x ,r°' F.F.E- 18.31 x �_ MEG x^^� x,1' x^ 1�hF.F.E.9y19.18♦1rO x �, X ^p• x,1' x^0 x x♦1 0 �A`L x ti ♦^� x^�' x♦�o x x��o x♦6 x 1�� x♦p y �� x�1 x, ^�1 ^o!o ^6� ME k x x x♦' ,1 x `l 10. x 1 x x x x , h F•F.E•* 17.92 x , x ^� x C X 6. 7.9 1^ 7.0 p 6.8 7.0 7.2 8.5 �1 7.6 %^x� /10' UTILI YegASEMENT EMA SS11�L LEV ^� - -- - - - - - - -- x` ry - - 7. 7 a0 ,0 7.5 7.3 ^,�. - X,� DS �0 -a \ 8A D�-1 7.0 7.3 5 _ of / .-. �--� --. - -�-,. .. -_ ,� 7.1 x 7.9. y 4t ;11�,1.".:(�' „�_ �' x x c. x_ . FEE.- 187 0 x54 IL ,fit ,. .. �... -; , :. _ ,.. .-.. � ,.� ♦ � • � 7-` ^ '� .. ' � � • � � _.72 �.. � 1610 � � , , ' ;1�:Oax z x 7.2 °j x x x 1fi 30 �� `1 1 x 7.4 7.6: 7.6 7.9� H_ _. . MHA x^ LI k x ♦ 7.15 a�_.. _x ... /Q�. I I ):. h. 1 10'�UTI TY E MENT x �h X ;, I x I / 1 1 I _ f 10, p X I' I _ X 0 , Wt 7.0 GKit OOi Z. . 7 2 �OOi �' x <. 17.30 UO h8Z CLZ '( �. / x^6 x'�6 op : 1!61 f 7.4 ♦0 k x 17:.15. 7.6 \ - x 7.5 X ♦0 5 x^� / k >. o - i _ �� % / �� /. `-:J5 �tCP. _ / _ .. y,�U Lt 6 x♦ h C T / �, , .._ . �y p n v, ,�• P'� x x,Yf f E A rk - �ry kn 0.4x, Xmeow ♦� 6r' GATE Xd LVE x^� Ur lrz_ LF er �� x,� ��� x�6 x n ti , x< x^a 10 UTILITY E ASEMEN�� x�� ( I ,°'1 o x^^� ^a`I 0 0.32% x^ x h I I '`�° a oLF `� x♦0 �> I rtn F.F.E.- ,�'77 �i. ^1' ,1' x 1 z 81 8.4 1(og�xlt� 7.7 7.4 ^ 18" RCP , �x 7.5 7.4 ,' ro ,�" 7.9 7.9 - x 6. k H x x 7.9 ♦ 7.7 x 7.9 8.1 _ x, '� x^ 7.4 \ F F 18.8 x♦ (yJ 10'I�TILIT�, EA3EMENT� �� • 1 11� 7.7 x,^' 0� X^6a I %� 6� x^� c k "♦ 2 4♦' BE x^ �k W Z MEG 2 6 45 6� x o X `1 x x - a 4 1 r Y O 114 115 116 x 117 I 118,�� 119 120 1 1 x 122 123 124 F125 � F126 49 F 127 5 I I ,� 128 24 _ = In w 0 %F.F.E.-- 18.21 F.F.E.- 17.98 F.F.E.- 17.88 ^O' &.E.- 19.75 F.F.E.- 17.98 F.F.E.- 18.22 F.F.E.- 18.38 F.F.Ek� 18.38 F.F.E.- 18.23 h F.F.E- 18.9• x o x �• �. 29 Q 7 8.2 87. cQ v g ♦ .�� 113 18.45 F.F.E. x ,6' ,rO x^ -, ,1 ry ff ff x 8.5 x co-'" 8.5 0 6.5 .- '6.5 0•- , < Q [� (�� ,`0" ,�' g h x x x 8.5 F E= 1869 U a , I j;` .. FiF.E 18 43 ry , ^'�� g• x I I 1 °'`1 LJ L� B 6.50 x^ x I : ro1 X $ g� �1/ a- (� W S LE � x 1 ♦� _ ^ x, ' x^O l x o x♦ 1 a- RCP / 8�5 ,0� �1� 6.5 x♦ � ,rod �^ y 6.5 x♦ I _ X g, 1 � O L� ,�h 1 _I108 LF x x, 8.5 x^ 6.5 ^1. 8.5 x x /� T (x,,5 x b /� Y r I I x^ x^� I r l]L 0 LL x♦1 x,0 x ♦o, ^ f SIO, 0.40X1 �. .� x I .5 ,� T xL0 k x♦6• 8.5 ^ x / ,0. , 01 bh QI"/. 6M1' a 1S / • • Z O 8 5 A p ^6" x x x, x, 5 ♦ 33 x F. H.A. 2 „ x „ ,�. " p o , 56 x � � � ., �- ' ss a9 ,�' I � 17 I 56 � Q E- k LLJ F.F.E.- 18.62 I i:. !^O_ I # 8.1 + 6.5. .� I x"� ��' 0' x ,o x^ 6 0� `'o� Ij 'I F.F.E.- 19.03 W O (/i ^ ro \ I , Z ` b x ^ a. 1 x e idEG �3't 4 ( �^ , ti 1 �.. _:... `� - °y- x` -� ' �- - `- -k x x ,`O' 236 LF g' / �.: 9 I 1�. 6 Ec p Q -In 1 �, a , o , 5 ^0 16 , X h , 8 < O W W x1 8.3 7.8 I p , x , g ` _4° _ _,pro e� Y1.5- 0� - �' � row- ♦ -4 x N r Q = X X X �• �' x "•' r` h' x♦°� x ♦ x 0�' x x^ x1 x^ y X x♦ 0 x ,0 ro x^ tij ,� h O 3271. T x - W Q) x^^ �� x C, " ^ I x o ^ - 43- r} - _- of - '� X4rO - - _. -- - '�-_ --- Er- 4 5-- g- -� x, I ( I ,1 r > ,,, n 0 x �i x♦ �A� 1^� 11iI X -� ^0 x^� INV. -9.5 -� ^6' x1 x1 x1 I�Vx503® g O 0- (.r� x x♦ x _ r- F.F.E.- 17.97 I x o k INV. -8.50 , ^ / (� o I ^6� x^�� SUBJECT PROPERTY x��� x - - ,6k -4 _ -� 6.5 F.F.E.- x I I O Ir,01X 1�]L d o; < 1 �0 x x, / �. �- -�, -41.5-- -rte --�6"� a1 o-y� �. , �0 lL O 32 ^ x - F.F.E.= 18. I . _ p 1p ^ 7.6 x, ' 6. o, N $ , ' ^ 6.5 x 6.5 8.5 ♦ 6:5 / - F'�.E. 19.2 _ Q ��� .�� ,' p x X ,�� 45.675-±^ ACRES ^� 6.5 �rO // 6.5 rryhP.4� B0 - 9:5 J I' °rk MEG h x 1 x♦V x^ I x 1 ^A 0 �O x x / x j`"6^ ,�� , x,0 0} ,b. CO- 6 ,�g�O �{ x, 00 ^� ,° t. `.1J Q ( ^o x ^61 0 x^6 x^ 0^ x^O ^ x^ ^ /, x x / ^� x♦ x I x f EG J x^ ' x 7.6 g• V ♦rO x x It .� ,1 • 6 . x ,t' x �, ` v < ^ x xlt x x x,ro ^ hb x , 0' ^ 'IU U IILI' Y EAStMtN I ; I I I% (x STORMWATER x �y x^6$ x, x^Ik t f x I I X I I I W ^� 1 i r r h x x, / ^6 � K k 7.8 � I 7.5 7.4 ♦ 7.5 I: IX OF.F.E+�'17.74 , �- A� �� MANA6EMENTx-TRACT B x,eh x b.0 ^� ^6 -6 11 111 I15" & °' ^ . • ^ . 0 x x 6" RCP p x I ^^6 ^hry k 1 x'Y 30" RCP x O x^ h 0 ,�°" x h 0• l x v �. , - g. k , Jz1 0 1_ I ^o y x h ♦ g 7 ^O. x „ h 5 3x, f x1 r 7.7 X r .. ,�. i x♦ F.F.E S 18.17 6.9 i s : - tee: �. x x'.84 ��Es x � ,� � x ,0 k I � �31 �$. � = 5$ 6 x ro ^ ,� ��°`" x^ ,� 1 6� x �� 1 136 X 13 1, 4 13 02 FF E- 1847 ,5' F.F.E.- 0 � OL 0 /MEG x` 1 > � o -. - I x `6- ^o• x x X F.E.- 18.33 F.F.E* 18.48 k F.F.E.- 18.13 x F. = 17.70 I I F.F.E.- 17.74 F .E.- 17.97 h�L, 6 45 BEN - ,1' r / �7.8 x, I x x 8.0 12' NIDE ,rO' "� x � 8, o INVr8.50 \\ CONCRETE DRIVE tv X ,r0' ^6, b 7.7 X ,ph 7.3 ( 7.0 6.9 ti 7.1 1• , 22 LF 7.5 O 6 • _ r / 0' U LITY EASEMENT X / v x I I x 0 x^� h O .40 ^0' - - - D O- ! - h , LF 0. x^1 x V 1 7f » If: ,`o o F.1 O 5 O 1 q roS ro lb" 0 ,0� x1rO k x^p k �? o,� ,rOh , / ^� 77�ECF B'% �/ k .i D_- -v s� - x B L60 C A < , I , x x , x -�,-• -4.J _.. y _ �°G % - EG W ,0 0' ^°j 0 ,p ,0' ,6 ^� x x^ x^� p ^1 x, ,0 x^ ro x 4, / x0 7.h ^ ^h `'`y r 0 x , 3.9 x , ' x < x x �. x,6• z x1 x^�- ,6 0� �ry • - L \ y>011 x x (� .. 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O I� `� O, x 4" REP 109x, x x ^b ^` x� x - \�: 6.5 X "� 6.5 x 6.5 x 6.5 0 / ,�� 0 200 LF ♦..•• �6 240 LF 8' x� ` x x x� x ,0 ? �� Y Z : O x^ �6 x / x X +Ai r .il ,p ,r0' x x,h' O 0.32% ,r0' �� x 4 0.32% x 8.0 .0 Q' Q 00 0 ; �- ' I I F.F E - 17.99 8.5 8.5 6.5 , x'� 6.5 x x, (: ' 5 _ Q O /�Q I ,�' 0 10' UTILITY EASEMENT LO M W 2 � 710' UTILIT ASEMENT 65 x`-) n ff < TRA / X (S NL SHEQf) I / „ x�'�� I � 36" RCP k FFEV- 189 ,k,�` x I' �© � 6 45 BE\ID SCALE: fm 60' U z m�z F.F.E.- 186 I h� X,h. �� .� �' I_0 K E3 S k 14a LF (2} �� 7.8 64 63 ��� 62 � 61 8.1 �° . x BENCHMARK: Z J.7 ,` x` 8.5 8.7 1 p 8.3 8.5 0 0.32 ,� n 7.9 �h 8 0 7.9 7.7 0 h x ��!y h h j � in I >MEG / ao x^ p k s4 S ,� �. o 'ry 8. k 8. x♦ 7.9 .. x 4 xI C FORCE , ^ I ti 6' TOP OF BOLT AND DISK J W 0 a N M - to I N 3 Z cna N W a 14 N n N W U z O to u 1 Q N co t0 M 0 m Q m Q W -II LL r 0 Z 0 W Z 0 3 0 Lu U W U Q N U z c 1 Q U 0� w co coV, Q o x � N ZLL Q 0 rWrnn V, 0 2 W Lr_ = `0 8.2 a I °' ,0' o k g. x, �p y ,� x x^ 8 9 4 . , 6 �� x^� �y F.F.E- 18X12 F.F.E.- 17.79 0 rF .Er 1 �8 fi.F.E- `98 ,A F.F.E.- t) 21 ^ , � x O O 0' 7.7 ,o' ; ^ x ^A' ^0 ^ x x 0' x k ^ x x♦ x h t �i , x^ 1. x x - x X X x, x^� ,ro' x ^ » rr m- ,^ro �0 x` t 8.4 x x x'� - x x x 0' - x h o 0 SILT FENCE BARRIER ♦ r x d Q N x �" �x x �' ^ ♦ a , : x ' k , ^t �13 }8315 x �. 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F.F.E.- 18.84 F.F.E.- 19:0%4 z ` F.F.E.- 19.21 F.F.E.- 182$1 F.F.E:- 18.58 F.F.E.= 12 F.F.E.- 18.35 F.F.E.-r��4 .22 I I r= y# k� F.F.E.- 18.20 ,�' I (�` V K ,�' x x .°jX ^0' x ^h 1 ^ x k� , x ,k' Q X x O' I x x 1 !� 6.5 x 8.5 6.5 x 6.5 x1k. 6.5 % X♦1� 1 g x ^ x, I x o %i x f x O ♦k' 9 'b 7.2 ^ 7.9 �, 8.0 x 8.2 8.4 ^ 7.8 8.0 x o, 7.8 k 7.5 , 1 . x ,"�- ,'h• '� x ,h' i/ V , x - ♦0�' ^o, x ,0� ,°' �°r x �0 ,°i ��k , �° 7.4 ,°'� , c �0� h . 7.7 x x , I x 1 x i _ �� • k F.F.E.- • .11 , ; , ti 1��� TILI •EASEMENT 6 ,t,� a �� ,wry x 5 ME A p am l 1e 7 VALVE �` -�- X • o :' - - - - - - - �'- -�- ---, "„ �. h G ,, k ��� 3.� > 92 ^� ^ -. x. , ,� -x _ - S 8 47 2 4 E i X ^�- 7. a >� . - x - Y- Y Y x SATE VALVEx x x r� r l '� = x - x - n -16.85 1 ,�' n h` ,°� x� . x^% rov 15'x \ /X 6� rO!. 4.5 xe- .r 1''76 _ ," 16.60 � , 209.00 15 PEDESTRIAN �'% 6r' . EE 201+00, 202, 203100. -- OO5i 00 1 20600 .. I 2071 _ 2Q$ $I L xr0• INV.=8.50 �a EASEMENT SILT FENCE BARRIER `•r t - k 1 I I n so r,b 1 2 ,s.�b ^ 18.0, 4 R I l 8. 7. �; F.F.E - x,0 (�) !IH 2 �� % h 1. 1 �,I __... 4 " � _ �I I �� � NOTE:. �{ v: 1 , .. ." - . .16.65 x. ,Z: .. :, ... .. :.:: _�li � •: _ .. ... .. ,� .. Y - '� � 9 r- . t INT TION �I , h w Y ; I W x, I 27 , .:_..._.,. ..,.:. - _�.. �..1� -_ - - _ k �. x x .MISCELLANEOUS INTERIOR FENCES r. S` "C� r+ r� 6 C Jv u is , ri`V2.11 x �' ^ ^� F E.- 18.5 x, ,� ' 6°J 3 . W TAX(' TION- x x _ Q 327L - X°� -�o� -�' trO� 0' - ♦ -x ��-O,2% 7 % -r- 30' x - k x^ ^0 S x, x x^rO x p I .. , ^ ^ - , x x10'`UTI❑�1( EAEfRT x -� - x�TA. 208+11.7 ,� I x , 0. NOT SHOWN OR LOCATED. W X x • - x STA. +�� x - x ^b• AND 24' STOP BAR .: - i1 ?y ,MEG 8.2 STA: 4: +32.91 .�� x - x x I x,6 x�4LL FENCES LOCATED ARE I - Q 7.9 x 8.1 x 8.3 8.5 8.7 8.9 8.7 8.4 8.1 7.9 � 7.7 I I ,j, o �, I � I - T x ^lb* m �[. 4 BARB WIRE CL _ W m -fo- , x ,o" �y ,� x 18' RCP %^�8 6 I I N �1 J S , 9© , F.F.E.- 17.73 w q,• h x 0 h °j 0i , , h r 0 6 k 30" RCP , h 0• x x o ♦ p 26 x,o ♦ x x, �; t , x 91 x , 92 6- . , 93k k 94 , , 6 95 96 x♦� % � x` �. x, k �� k , 0 I ` `r o w �4 X85 8� 8T 8� � 44,, � (���y�r.�� ��.yp MEG x1 F - 18.55 X° ' ti I X, F.F.E.- 18.73 F.F.E.- 18.93 F.F�F,* 19.14 F.E.- 18.34 x••)' F.F.�:- 19.5 F.F.E.- 19.71 F.F.E.• ,4.51 F.F.E.- 19.21 x� F.F.E4P79.20x^� F.F.E.- 18.9' X F.F.E.- 18.72 F.F.E.- 18.5x I _ � - x^ STV � IMWA�Eb , '�. . 1 \' I 8.2 x^ LF g' x � roh 'h rok ; ' 'a f � _'`�' 6.5 � I � INV. -8.50" ,- Et x, �, 0 ( V � LEGEND iJ,J CTC C W 1- P K T.0 B TO OF BAN 7.7 Z ^ f L;r y I D xIIANA�GEMNT TRA U1 .✓ 1 032x x♦66 x X1 BLOCK C 10' UTILIT ASEMENT - n�- 27v[F eP- 6 -, I lb•`6 co2$ RCP 0�'O�� 2 LOS 1 1 '.O 0.32% x'� 1�. I ,6. �� I W I A 2.58 ACRS I PVI POINT OF VERTICAL INTERSECTION %� x^ �^°j 8.8 g 8 4 8 2 , I _ 10' UTILITY x x x♦�, 25 y I Y,ory x�^ x^O 8.4 / X �� V^ 0 9.0 9.2 x 9. 9.2 x,� 9.0 8.9 h� 8.6 x,0 ��0 �6� x X I EASEMENT69 Ix,�� ^th x♦�� x,�ry x� x,h� �I •�i 6� ° 7 )l V-- 25 - HP HIGH POINT F. 1.- ,6.59 °j ( k �' ,O� h % k ,6. X ° 1 v, y I x X,'\ �1 S 3 7 4 0 5 3 W w_ ,MEG ,ti `0. 0 k �• x 0 X y ,�o x 30" RCP F.F.E.- 18.03 LP LOW POINT / 8.3 x x x ,r° x^ �6' ��. x ^ �k x, ,� �," L _ X x X, 66 X. �� ,6� x^6ry .i PI POINT OF INTERSECTION �'' 4°1IC �4RCE MAIN I k X I x W rx- 8.5 8.7 8.7 1 8.4 8.1 7.9 67.7 7.8 x^` ' ♦p0 x,x l !L 96. %`b.5 x,�p ^\�40 '- . x� I ( ^9 FENCE $.5' EAST OF STA BASELINE STATION x(�%I ^`': ,��� i - RCP CONTROL STRUCTURE x^� x X` PROPERTY UNE W P.C. POINT OF CURVETURE jMEG F.F.E. 8.61 I ap t` , x,: y i, x,�' 6 X7". x x °i h I 18 C ` ,r0' � 1 (SEE DETAIL) / r^ 8.3 7.9 -11 m �� 8 82 8 p 79- -q 78 77 76 75 74 73 x 72 x71 N �� I x^� - - - - - - - -+� - - - -� EAD STONE MARKER Q P.T. POINT OF TANGENCY Q 0' UTILITY E ME T 4 k X cQ �• ^ - - - o- o;. o X 6 k k % - x^� F.F.E.= 1$ 73 F F.E.. 8.93 F.FX - 19.14 F.F.E.- i8.34Q F.F.E.- 19.55 F.F.E.- 1%e?l F.F.E. 19.51 F.F;- 19.21 x^ F.F.E.- 19.20 F.F.E.- 18.92 F.F.E.- Q 72 F.F.E.- 18.52 �. p '� 6. �. 6. x° ^rory X^ >f�`�REDUCER x - - ---st` - X'- --x X- - J D8 -A DRAINAGE STRUCTURE ,O r k O- /� F.F.E.- 18.09 } x x �' X I x 7:4 x^6' 7.e 7.s 'a.o _ 8.2 e.a a:2 s.o 7.9 ^ x-�' 7.6 2 8" ,T LVE - 18- RCP ` -) ^,j e HEAD STONE MARKER I� ® CURB INLET ♦� x r �r P R` SALVE �' -6� ,�� LISL - 1(}�' TI LI TY E ASE N T X�6- - `off 7.4 7 , �,�" * - 7 a66.5 k DS -21 �, i t� Z_ x^ m ;U- OP r0 x x `- x , , Vr 1 x / . '^ F.F.E.- 317.57 - - -.- x - . . o EG .z � ,'�' 'litr' - � V �� N. - � - �•' 7 f ff ,�� Lt3 001 DRAINAGE MANHOLE VJ x, 8.2 k o . ` , x ^ _ k ^ ,� OS -22 W RCP REINFORCED CONCRETE PIPE A x O N 89-4750 toZ x • (� rr :.16.65 x MH .,, x^ x 1..70 x , x, " 16.60: '. MH LF LINEAR FOOT `l02tW - 1103+00_ 7�. 1oe 1 °O TEE 8' L1J k° _ _ 0 1� ,� I I I I .au IANsA 1 I`: X o 108 g O $.0 ...::::.. 82 a 8.4 . 8.2 . �, 7.9 x 7.6 7.2 16.� 4 3 8. 5 SILT FENCE .�. O 1 8":RCP , J I k x 0._ - ,.7 YI„ _ - - '�' _ - h• �� INTERSECTION �_ 22 _. .. �. -T. - .. ,� h .: ;.:•. ` ,.,.. - - - -- - - U+04.61 / DOUBLE SERVICE SEWER m Z MEG F.F.E.- 1 4 I - -� - X X� _ J - ^ Ec x 7.s �7fx 6Op 32x ,. 0 0 32% r� - - - - -STA. 108+11.27 - SINGLE SERVICE SEWER EE = W O ,�-2'� 6 x,� x 16h k ��) %, x,h0 AND 24- STOP BAA$ % iv m o ,� x ,L o ; 'x o moo' ,0j� ♦e x b x 1A • y- DOUBLE SERVICE WATER Z Q Z to Y o ,°j 7.9 x 1 8.3 8.5 x ' 8.7 8.9 8.7 , ' 8 C 8.1 7.9 g• 7.3 0 0 M m �.�` LOT. M F W N p 00 ,oh X m x o k ^ltd o` 8.4 x ♦yk _ m o- SINGLE SERVICE SEWER W Z (n J W m Q O 21 0 I x,0 x,� ,� X x^ x 1y�i 4 �°j x 5' I / Q W N , ° �iMEG ,�� F.F.E.- 182 I =F- x^ `? 8 xh 7 / �4 % 3 X,^ , fj ^ 118- RCP 18- RCP �Qo x J.4 132 11O 9 7.9 k j r _ . h �1ry F.F.E.- 18 7 F.F.E- 18.9 �° F.FX- 19.1 x1 F.F.E.- 18.3 I �'^ F.F.E.- 18 3 F.F.E- 19.5 F.F.E.- 19.7 F.F.E.- 19.5 F.F.E.- 19b F.F.E.- 19.2 F.F.E.- 18.9 F.F.E.- 18.7 ^^ .. v, "x+ % x., .� V x k I x 0 X r>i^`\ •O, �6 x x♦�O' x'A o �` .h� 8.2 0. - I Q l J I�1 r m ^ ^ 48 HOUR BEFORE DIGGING W (n MATCHLINE - SEE SHEET C -5B 1-800-432-41 o scC sf-�>F WE C&s r OF .FCORm. o W/ 1 SHEET C5A AaMllJ. Bocrles, RE..._- . #5 313 OF 17 03-560 Nav n j MATCHUNE - SEE SHEET C -5A • - I m =own ■■■e■■■■■tNM■■■■N■■■■■■■■■■■■■■MM■MMMi■!NM■■MMMeN■t■t■■■NMMM■M■M■■N■■■■■t■■■MM■M■■■M■■M■t■■■■■■■■■■■■ ■■■■ ■MEW ..............■.....Nt■■tiiiiiihMM■..■....■.............■...■■■.■■■■■■■■oNOtN■tM■■■■■■■■M■■■M■.......■...........■....■■t■ii■ • ■■■■■t■■■■■■■■■tt■■tt■■■■■■■O■■■■■■■■■■■■■t■■t■■■■■■■■■■Ott■■!■■■t■ -------■■■■■■■■■■■■t■■■■■■■■■■t■■■t■■■■■■■■■t■■■■■■■■■t■■I ' ■■■■tt■■■■■t■■■■■■t■■■■t■N■■MMM■■■■■■tM■■■■tN■■MNt■MMN■■■■■t■■■.----�r■■■■■■■■■■■■■■■■t■ttt■■Ntt■■■t■■■Ott■■■�:�I • ■■■■■■■■■■■t■N■■■!■■■■■■Net■■■■■■■tt■■M■t■■M■■■■■■■M■■■■■■t■s►_--■■■■■■■■■■!■■■■■N■t■■■■tt■■■■■tt■■■r�j•��I ■■■■■■■■■■■■■■■■MNM■■■NNMM■■■■■■■■■■■■■■■■■■MNMNMM■■MM■■► --■MMM■■MMMMN■NM■■■MMN■N■MIL:] ` ■■■■■111*.9■■■■t■■■■■■■■■■!■�■�■®■■■■S�■■t■■MS■M■■■■■■■■■►----•■■■.■■■■■■�■■■t■■ I:J. �� ■■®��\■■■■■■■■■■■ A®d.tA' �\ �� �- . TA'A\ SSI \ ■S■■■t■■■� - \ • .,...[B;J_�.............®rte '���i�e..��■L->�L....■...- _..e. • ■■Ott■■■■■■■■■■■■■� :■ a e'®��.�®al In ■■■■■■■t■■► ■■■■■■t■■■■■NOM■■■■!■■■■■M■■MMt■eMtt■■■t■i wommong ■■■■ttMtt■■■■■t■■■■t■■■■Otte■■■■■t■■■■■■i ■■■■■i■■■■■■■■t■■■■!■■■■M■■■■■■MONS■■■I °� L` � `:� S■�_ �iM■S■1111■NNt■■■■■MNMtt■M■tM■V �' � ��. .!V' .7n ' ��.�t��JMM■■MNMMMM■■■t■MM■O■MMM■AMO/' '�� r• ,• ■�■■■61re■■■■■tltt■t■■■■■■Ott■■■■■■■� /,� / '� �*�� I ttNtt■■■■■■■■t■■t!■■■■■■■ttN■■■t■■■N■■■■■■■■S■S■t■t■S�� r'"'r ,'f. � � I I � � I .�' ��[ � :. Mallonnor .. �■■MMNM■■■■■■■■■O■ONM■M■MMM■■■■■N■■■N■OM1t■■i' LEGEND T.O.B TOP OF BANK PVI POINT OF VERTICAL INTERSECTION HP HIGH POINT LP LOW POINT PI POINT OF INTERSECTION STA: BASELINE STATION P.C. POINT OF CURVETURE P.T. POINT OF TANGENCY D8 -A 1 DRAINAGE STRUCTURE ® CURB INLET 0 DRAINAGE MANHOLE RCP REINFORCED CONCRETE PIPE LF LINEAR FOOT 48+33.84 SILT FENCE }-� DOUBLE SERVICE SEWER SINGLE SERVICE SEWER SANITARY SEWER MANHOLE DOUBLE SERVICE WATER 46+33.66 SINGLE SERVICE SEWER 11.38 48 HOURS BEFORE DIGGING OF CALL TOLL FREE SANITARY SEWER MANHOLE 1-800-432=4770 37+22.41 SUNSHINE STATE ONE CALL OF FLORICK INC mm6wim i t• x 6r Q 1 I)I ilwffiwm GUARDRAIL 2.5 f HEADWALL FDOT #253 2•�' c \ SILT FENCE LO �y--DUAL 29"x45" ERCP r- 50.00-` ROW - 7.00' 340 LF 9' PVC @ 0.32% w a C311-1 N M 0 .Z _ orn SCALE:1' 60'Cr_ w CL cr.; aN r) d ICJ t0 O _aLO o co N o mm u o¢ aL:- 0 0 w Z w Q Z}p v- V ' `v H �g� Pyw w Q I - :Z W 5 9 SCALE" 1' - 20' U •=m \w\ W vWI � 1 Ir • 0aiU.0 Z O 0 r OR QW� F� 60 W LLJ xx,�� x1�� I I x� ' I(0 Q Z W `- a.. ^^ Q '1-4! SVD I�V I ..-4• FVCi FdRCE MN GATE Igo CONCRETE C)R I VE CONCRETE DRIVE 8 W r 15' WIDE GATE 15 WIC)E I' � � 6�~TF-�IGK C C 6" THICK " � I, I� • V R.�w FENCE ONLINE AGATEOF w IL CONCRETRIVE E D(Zj(��'I� ' �•- :, - s�' �vEro,. 16 w10E NO TN GAN-��A� �A = s GONSTI x 6ti ,w`' 6" THICK 8' WIDE SHELL ROK L j E x I x STABILIZED TRAIL [�j�j r - 3U" STOP SIGN ` OYER AS DE " f WD 24' STOP BAR I % .:... ..•; ... -. 50.0'- - .- GATE u0- DS -28 O.R _ �- 3�1�� ,.. sa •ifha+�+0 BOOK 12 PGE 2< ym _ z -°-�-�. A� O _ y -" A GRU5HE 10' WIDE MIDBLOCK CROSSWALK MARKING PER FDOT INDEX 17345 \ T ��' - 75 - ( 111111 - S_ _ - - - COM5TRU( o X05-25 .a� t 0 PLACE F x1�. x,6. x,� I x,�. ' 850- - _ - 715 THERE�1 18.25 - _ z C DS -27 �S 15 ACAS PAD O Q INGRESS/EGRESS EASEMENT R4a O THE WEST 60' OF THE EAST 766.40' - c I� O I , ' INTERSECTION STA. 3+00.00 "-� 1�0 6� I STA. 307+60.00 x x x> 0 b t-41A\t: FORCE MAIN I; ' -x I ° O O C N x Q x EX�37 INVERT EL 16.33' x1 - x1 meq,. x TER NE OF SWALE R 1JM Ll `�� ' I _'L°' CEN7ERIN�E OF SWALE 1;=IVT W V \0- 1 EDGE OF PAVEMENT 1 161.45PING5S11: I BASELINE OF SURVEY FOR COUNTY ROAD 512 N 8T39'26"W 3'26" W TAPWITH >"�.V DIRE n 6BORE 60 t FORCE MANS 361.x" EXIST. 10=FORCE MAIN _ - to"x4� TAPP�[IG SLEEVE WITH 4' G.V. EDGE OF P/vFMEnr .TION •..W - 512) LERT COUNTY 120 D 512 RIGHT-OF-WAY ARIES PER F.D.O.T. MAINTENANCE AP 88040-2515 AS RECORDED IN PLAT, BOOK 10, PAGE 37 G y VJ QL w WN W� tr W > DOT P.G. STA W 1 276+07.31 (D �- 276+07.33 1 Q I 745.96' , DOT P I 5T&T4@N- BENCHMARK: 5+84.83 (CR 512; TOR OF: MON INDIAN RIVER COUNTY "GPS 23" 103+13.80 (CR 510) EL.=18.74' N.G.V.D. (1929) Q 7 z . 0 0 62 A oTt J. Bo wics, P.E. #5'5313 0 z W Q 09 Co 07P o Q � °C Q, 3f 1 Q x z _ ty U. a rWr� VJ `0 L .0 Z C Q �p J WIr Q� �.w • SANITARY SIWER STRUCTURE 80H]tbULE rZ V, V♦ Z 00 STRUCTURE TOP INVERT ELEVATIONS U> NUMBER STATION ELEVATION NORTH SOUTH EAST WEST DESCRIPTION MH -1 48+33.84 17.14 12.69 W W O 0 SANITARY SEWER MANHOLE MH -2 46+33.66 16.51 11.38 11.89 OF 17 SANITARY SEWER MANHOLE MH -3 37+22.41 .17.01 12.15 SANITARY SEWER MANHOLE MH -4 38+33.66 16.69 11.71 11.66 SANITARY SEWER MANHOLE MH -5 42+32.91/200+00 16.70 10.38 10.10 10.00 SANITARY SEWER MANHOLE MH -6 204+8.2 17.88 8.67 8.72 SANITARY SEWER MANHOLE MH -7 101+50.27 16.99 12:80 SANITARY SEWER MANHOLE MH -8A 104+1117 17.86 11:73 11.78 SANITARY SEWER MANHOLE MH -8B 6+72.11 18.24 8.28 .8.38 SANITARY SEWER MANHOLE MH -9 1108+11.27/10+04.61 16.70 I 7.15 7.20 10.45: TYPE "A" DROP MANHOLE MH -10 I 208+11.27/13+2.11 16.70 I 6.17 I 6.22 7391 SANITARY' SEWER MANHOLE MH -11 35+78 17.33 ( 12.50 SANITARY SEWER MANHOLE MH -12 31+78 16.52 I I 10:85 I 10.90 SANITARY SEWER MANHOLE MH -13 127+78 17.21 I I ( 9.52 I 9.57 SANITAIIY SEWER MANHOLE MH -14 123+80 6.28 Rt 16.65 I I8.19 I 8.24 I SANITARY SEWER MANHOLE MH -15 22+89 4.98 Rt 116.93 I I 7.80 I 7.9 0 , SANITARY SEWER MANHOLE, .- - MH -16 120+54.40 4.71 z Rt .1 17.35 ) 7.05 I 7.00 • I ,- I- SANITARY SEWER MANHOLE MH -17 I 19+56.33 4.43 `Rt : _1 17.03 I 6.68 I 6.58 I sANITARy SEWER CHOLE MH -18 I 17+17 16.38 I I 5.76 I 5.71 SANITARY SEWER MANHOLE MH -19 I i5+17.78 257 Lt 16.90 I I 5.07 4.97 I SANITARY SEWER MANHOLE MH -19A 14+37.84 531 Lt I 16.78 I 4.51 ) I 4.72 I 5:78 I SANITARY SEWER MANHOLE MH -20 16+41.70 (30.41) I 18.15 I 8.54 I I I I SANITARY SEWER MANHOLE L -S I 14.68(30'L) I 17.50 I. ) Q2 I UFT STATION x 6r Q 1 I)I ilwffiwm GUARDRAIL 2.5 f HEADWALL FDOT #253 2•�' c \ SILT FENCE LO �y--DUAL 29"x45" ERCP r- 50.00-` ROW - 7.00' 340 LF 9' PVC @ 0.32% w a C311-1 N M 0 .Z _ orn SCALE:1' 60'Cr_ w CL cr.; aN r) d ICJ t0 O _aLO o co N o mm u o¢ aL:- 0 0 w Z w Q Z}p v- V ' `v H �g� Pyw w Q I - :Z W 5 9 SCALE" 1' - 20' U •=m \w\ W vWI � 1 Ir • 0aiU.0 Z O 0 r OR QW� F� 60 W LLJ xx,�� x1�� I I x� ' I(0 Q Z W `- a.. ^^ Q '1-4! SVD I�V I ..-4• FVCi FdRCE MN GATE Igo CONCRETE C)R I VE CONCRETE DRIVE 8 W r 15' WIDE GATE 15 WIC)E I' � � 6�~TF-�IGK C C 6" THICK " � I, I� • V R.�w FENCE ONLINE AGATEOF w IL CONCRETRIVE E D(Zj(��'I� ' �•- :, - s�' �vEro,. 16 w10E NO TN GAN-��A� �A = s GONSTI x 6ti ,w`' 6" THICK 8' WIDE SHELL ROK L j E x I x STABILIZED TRAIL [�j�j r - 3U" STOP SIGN ` OYER AS DE " f WD 24' STOP BAR I % .:... ..•; ... -. 50.0'- - .- GATE u0- DS -28 O.R _ �- 3�1�� ,.. sa •ifha+�+0 BOOK 12 PGE 2< ym _ z -°-�-�. A� O _ y -" A GRU5HE 10' WIDE MIDBLOCK CROSSWALK MARKING PER FDOT INDEX 17345 \ T ��' - 75 - ( 111111 - S_ _ - - - COM5TRU( o X05-25 .a� t 0 PLACE F x1�. x,6. x,� I x,�. ' 850- - _ - 715 THERE�1 18.25 - _ z C DS -27 �S 15 ACAS PAD O Q INGRESS/EGRESS EASEMENT R4a O THE WEST 60' OF THE EAST 766.40' - c I� O I , ' INTERSECTION STA. 3+00.00 "-� 1�0 6� I STA. 307+60.00 x x x> 0 b t-41A\t: FORCE MAIN I; ' -x I ° O O C N x Q x EX�37 INVERT EL 16.33' x1 - x1 meq,. x TER NE OF SWALE R 1JM Ll `�� ' I _'L°' CEN7ERIN�E OF SWALE 1;=IVT W V \0- 1 EDGE OF PAVEMENT 1 161.45PING5S11: I BASELINE OF SURVEY FOR COUNTY ROAD 512 N 8T39'26"W 3'26" W TAPWITH >"�.V DIRE n 6BORE 60 t FORCE MANS 361.x" EXIST. 10=FORCE MAIN _ - to"x4� TAPP�[IG SLEEVE WITH 4' G.V. EDGE OF P/vFMEnr .TION •..W - 512) LERT COUNTY 120 D 512 RIGHT-OF-WAY ARIES PER F.D.O.T. MAINTENANCE AP 88040-2515 AS RECORDED IN PLAT, BOOK 10, PAGE 37 G y VJ QL w WN W� tr W > DOT P.G. STA W 1 276+07.31 (D �- 276+07.33 1 Q I 745.96' , DOT P I 5T&T4@N- BENCHMARK: 5+84.83 (CR 512; TOR OF: MON INDIAN RIVER COUNTY "GPS 23" 103+13.80 (CR 510) EL.=18.74' N.G.V.D. (1929) Q 7 z . 0 0 62 A oTt J. Bo wics, P.E. #5'5313 0 z W Q 09 Co 07P o Q � °C Q, 3f 1 Q x z _ ty U. a rWr� VJ `0 L .0 Z C Q �p J WIr Q� �.w • l r•,sw� , � 1 i( rZ V, V♦ Z 00 U> Z 0 Z a V) vJ Q m W W W O 0 U SHEET C5B OF 17 03-560 l r•,sw� , � 1 i(