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2004 Ashbury Subdivision Conceptual Residential PUD Plan 04 05 2004 (Box 10 #24)
I777-77 L ul lu u > Q > IICL IlUj 00 (f) uj ca most LJLJ lC> jb§7 U- Lij iz co "4' rn U-j i4 Z co (4 c cn C) LLJ tn. cr_ w co us L uj c Z) Q. z L ul 0) 40 co b >- cl elu z cr ICL u ckw IL r- C j (L CL (L (L co co CL to Lu IL: LU Mvg;�100.00N O O .3 0 uj W Z3 CL ;v IGI 301,1040N co 41. lu 122 cc 10 CL 1000a, 7 710d S.:A- axJ iA ri 1 COVER SHEET 2 CONCEPTUAL PLAN 3 CONCEPTUAL PAVING, DRAINAGE AND UTILITIES PLAN AERIAL ATTACHED LEGAL DESCRIPTION Parcel No. 3: THE SW 1/4 OF THE SW 1/4, AND THE SOUTH 534.5 FEET OF THE NW 1/4 OF THE SW 1/4, LESS THE NORTH 250 FEET OF THE WEST 200 FEET, ALL IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA CONTAINING (56.25 ACRES) i ALSO INCLUDING; Parcel No. 4: A PARCEL OF LAND LYING IN THE NW 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY " DESCRIBED AS FOLLOWS; COMMENCING AT THE NW CORNER OF SAID SECTION 7, RUN N89013'44"E ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 7, F 1226.56 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND, THENCE CONTINUE N89°13-44"E ALONG THE NORTH LINE OF THE NW 1/4 a OF SAID SECTION 1, 112.90 FEET TO THE NE CORNER OF THE NW 1/4 OF THE NW 0 1/4, THENCE S89°50'18"E ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 0 Cn rn 3 v 0 U a i rn 3 N N 0 - . MINIMUM W I JILt: - cvv,vvv sr y,wv 51 v,vw si •F' 4.87 AC 0.31 AC 1.90 AC 1.63 AC 0.79 AC 0.19 AC 7,402.14 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF FELLSMERE ROAD, MINIMUM LOT WIDTH: 150 ft 80 ft 55 ft (C.R. 512) 100 FOOT RIGHT OF WAY, THENCE S38°09'45"W ALONG THE SAID NORTH - MINIMUM LOT FRONTAGE: so ft 30 ft 30 ft c' o.SSAc 0.56ac WESTERLY RIGHT OF WAY LINE, 342.16 FEET TO THE POINT OF CURVATURE OF A MINIMUM YARD SETBACKS: FRONT: 30 ft 25 ft 20 ft 'H' 0.71 AC 0.57 AC ••••• 0.13 AC CURVE CONCAVE TO THE WEST, THE RADIUS POINT TO WHICH BEARS N51°50'15"W, SIDE: 30 ft ! 10 ft 7.5 ft. - REAR: 30 ft 20 ft 20 ft / 40 ft. *** r 0.32 AC 0.32 AC 25.00 FEET, THENCE LEAVING SAID RIGHT OF WAY LINE RUN NORTHWESTERLY ALONG - Pools / POOL ENCLOSURES: THE ARC OF SAID CURVE, HAVING A 25.00 FOOT RADIUS, A CENTRAL ANGLE OF - FRONT: 25 ft 20 ft 20 ft LOTS, BLOCK 1 6.02 AC 0.99 AC • 1.51 AC •• 0.50AC ••» 82*40'19" AND A ARC DISTANCE OF 36.07 FEET TO THE POINT OF TANGENCY, THENCE - SIDE: ! �o ft 10 ft. 7.5 ft. o �� - REAR: 10 ft 10 ft 5 ft. / 25 ft. *** LOTS, BLOCK 2 5.08 AC 0.19 AC 1.47 AC +• 0.51 AC •»` N44 30 33 W, 52.89 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE _ - .PATIOS: ; FRONT: 5 ft 5 ft 5 ft CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 310.00 FEET, THENCE RUN - LOTS, BLOCK 3 11.10AC 0.30 AC 3.24 AC •• 1.08 AC •»• - SIDE: 5 ft 5 ft 7.5 ft NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF - REAR: 5 ft 10 ft 5 ft. / 25 ft. *** LOTS, BLOCK 8.57AC 0.57 AC 1.04AC• 2.09AC» 0.70AC'••• - FRONT: 5 ft 5 ft 5 ft LOTS, BLOCK 5 1.19 AC 0.07 AC 13°26'06" A ARC DISTANCE OF 72.69 FEET TO THE POINT OF TANGENCY, THENCE DECKS: f N57°56'40"W, 152.19 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE 7 5 0.34 AC » all Ac»» SIDE. 5 ft 5 ft t CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 300.00 FEET, THENCE RUN - REAR: 5 ft 10 ft 5 ft. / 25 ft. *** RIGHT-OF-WAY 6.89AC ;'; 2.07Ac NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF MAXIMUM BUILDING HEIGHT: 35 ft 25 ft 25 ft MAXIMUM LOT COVERAGE:. 20°28'40", A ARC DISTANCE OF 107.22 FEET, TO THE POINT OF BEGINNING. - BUILDINGS: 20% 30% 55% 56.25 AC TOTAL CONTAINING (1.48 ACRES) - IMPERVIOUS AREA: 40% ' 55% 70% 3.05 AC 3.33 AC 6.76 AC 5.63 AC •»••• 12.50 AC 2.90 AC 34.17 AC TOTAL OPEN SPACE - MINIMUM SEPARATION DISTANCES: 60.7%GROSS AREA BETWEEN RESIDENCES: 30 ft 20 ft. 14 ft. REAR 25' OF PERIMETER LOTS ++++ 10o/a 60.7%> 50% REQUIRED THE ABOVE PARCELS CONTAIN 57.73 ACRES, MORE OR LESS, AND SUBJECT TO of NET AREA of fors is PRIVATE ExTERIQR IMPERVIOUS OPEN sPACE - MINIMUM OPEN SPACE: ,I = (POOLS, DECKS, PATIOS, ETC.) EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. SAID LANDS LYING LOT: 60% 50% 30% 30% OF NET AREA OF LOTS (GROSS -PRESERVE - RECREATION) NET x - PROJECT: 4O% 5O% 5O% ••• 30°/a OF GROSS RIGHT-OF-WAY AREA 80 /o AND BEING IN INDIAN RIVER COUNTY, FLORIDA. ° OF GROSS AREA OF DEDICATED RECREATIONAL TRACT MINIMUM R/W WIDTH. 50 50 40 ••+••• WATERBODIES SHALL NOT CONSTITUTE MORE THAN 30% OF *** PERIMETER LOTS ABUTTING ADJACENT PROPERTY SHALL HAVE INCREASED THE TOTAL OPEN SPACE AREA REAR SETBACKS AS FOLLOWS OPEN SPACE REQUIRED: 56.25 AC x 50% = 28.13 AC -BLDG: 25' BUFFER + 15 ft. = 40 ft. MAX. WATER BODY ACCOUNTABLE: 30% x 28.13 AC - 8.44 AC -POOLS/DECKS/PATIOS: 25 FT. BUFFER = 25 ft 8.44 AC > 5.63 AC 63-67 37-40. AND 88-91, WHICH ARE CONSIDERED INTERIOR .EXCEPT LOTS 13-19, "INTERIOR" , LOTS (THESE LOTS ABUT AN INTERVENING TRACT) i 8/25/03 REVISE PER CITY STAFF: DECREASE DENSITY TO 195 UNITS, REVISE OPENSPACE CALCULATIONS, INCREASE MIN. LOT WIDTH 10/2/03 REVISE SIDE SETBACK/PRD BUFFER LELECE SCHULKE, BITTLE STODDARD., 04/12/04 REVISE DISCREPANCIES SETBACK INFO a� CONSULTING ENGINEERS AND PLANNERS:' - Y V P; 1140 7TH COURT - SUITE'F' VERO BEACH' FLORIDA32960 aPR 2p0�„ ENGINEER AT DATE: APR 1 3 dot �,* �� ,1 J W. HULKE, P.E. REG. No 47048 PHONE (772) 770-9622- FAX (772) 770-9496 AH e. TTLE, P.E. REG. No 57605 `� � ❑ LLIAM STODDARD, Ph.D., P.E. REG. No 57605 TO DRAINAGE DITCH NORTH /V\ OF CR 512 R/W I CZON DJACENTEXISTINGNG RS-10 I 1 DRAINAGE I I 1 OUTFALL I I I LAND D E9TYT(UPPLTO 4 (SIN /Ac))MIL`Q j j ( IN FEET) \ -4-- -- --- --- !� --- --- --- --- --- --- --- --- --- Tract F i 1 inch 100 ft. - - '-OVERHEA_FPL-FMH VOLTAGE-ELETRIc LINES- - - - - - - - --Trazt-E- - - - - - - - - - - - Sebastian Highlands Subdivision, P.B. 5, PGE.. 14_ LAND USE TABLE & OPEN SPACE CALCULATIONS: s CONSERVATION Sebastian Highlands Subdivision, P.B.. 5, PGE. 4, EASEMENT LOTS 13-19 25' P.R.D. UPLAND OTHER ( ) BUFFER _ OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES_ _ ITS: GROSS AREA* RECREATION: WETLAND AREA: PRESERVATION: STORMWATER AREA: GREEN AREA: PEI; ,� NOOMWO2"E-I6'12.476` 5 C• ' - .. - • ' - - - - • ' - - - - •n 0.79nc I 0.79Ac � L � 905 N00'DO'(]2`E 5'•1.50' ,TRACT 'V rlD000'DZ"r_ 250.05' T3' 0.76 AC 0.26 AC 0.32 AC 0.10 AC •C' 0.34AC 0.34AC TRACT 'A' I I 25 26 27 _ UPLAND �'RE�ERV.-- L L AREA = 0.32 �1c. I I ,, I I I I I I I I +b I t I i I I I I I I I 38 a UPLAND PRESERVE 1 $ �,I 19 20 21 22 23 24 BLOCK 1 -28 29 -30 31 32 33 34 35 36 1 II 1 37 I , „ 'D' S.85 AC 0.77 AC 1.43 AC 0.92 AC 2.08 AC 0.47 AC Lj AREIi ='aas Al. � BLOCK 5 le 3.40AC 2.46AC 0.94AC \ I I 6 LOTS - - - I I Not Included In 17 AREA = 6.02 7 LOTS •P 4.87AC 0.31AC 1.90AC 1.68AC 0.79AC 0.19AC / \ I I - -- --- --- -- --- --- -- -_ --_ -_ --- _--- --- _-- _- - - AREA - 1.19 Ac.39 i3 'G• 0.58 AC 0.56 AC 16 / �' / - - - - - - - - - - - - - - - `- - _ ` \ EASEMENT w o 'M 0.71 AC 0.57 AC •"'• 0.13 AC LOTS 38-40 .N 'I' 0.32AC 0.32AC - 0.50 AC T� ~__ cy- LOTS, BLOCK 1 8.02 AC 0.9AC 1.51 AC • I I I I1 40 1.47 AC- 0.5AC" 15 0011BLOV3" LOTS, BLOCK 2 5.08 AC 0.19AC 81 I I I LOTS, BLOCK 11.10AC 0.30 AC3.24 AC- 1.08 AC III1// 1178Il179 1 I182 1 1 14411431 142I1I141 1 140 1 139 1138 137 136 - a• a' BLOC moo \176 IIII I IlI I1 I 11I II 1I - JI 114 TIL 5 E VE ;0LOTS, BLOCK 8.57AC 0.57 AC +.04 Ac 2.0e Ac •0.70 Ac S RES32 41 LOTS, Bloac s +.1sAc 0.07 AC0.34 AC - 0.11 AC•••' AREA = Ac. 2 184 146 RIGHT-OF-WAY 8.89 AC 2.07 AC TOTAL 5e.25nc 13 i I 175 . \- i I i 147 I I 42 W w 2 3.05 AC 3.33 AC 6.76 AC 5.63 AC •`•"• 12.50 AC 2.90 AC 34.17 AC TOTAL OPEN SPACE _ / 18 5 =+ 80.7%GROSS AREA _ 1 1 60.7%>50°%REQUIRED K1,35 • REAR 25. OF PERIMETER LOTS •"' 10% OF NET AREA OF LOTS IS PRIVATE EXTERIOR IMPERVIOUS OPEN SPACE 1 �. \ \\\ \ LAKE 1 I = _ _ _ - =1 1= _ _ _ _ = 13 2 \ 133 I 3 4 I 1 (POOLS, DECKS, PATIOS, ETC.) �, \ \ I I I I I W �. .+• W •• 30°% OF NET AREA OF LOTS (GROSS •PRESERVE - RECREATION) NET 80 % OF GROSS AREA OF DEDICATED RECREATIONAL TRACT 12 I I 1 4 W W \ \\ I 1 186 I I 148--� 43 •'• 30% OF GROSS RIGHT-OF-WAY AREA ••«« WATERBODIES SHALL NOT CONSTITUTE MORE THAN 30% OF t I - / / "� THE TOTAL OPEN SPACE AREA I 131 OPEN SPACE REQUIRED: 50.25 AC x 50%"28.13 AC I MAX. WATER BODY ACCOUNTABLE: 30% x 28.13 AC = 8.44 AC N I I I 8.44 AC > 5.63 AC 1 7 3 W J. I I -I"`: __ /..^ ' """""" ' " Y W W •Y m 11 I I / �.,':::: / - N z _ I I I__-__ __ 187 I I I 149 - / ............. y W v. W W� 55.0 - ..,-�.: �/ i � � :..RECREATION/�ANDSCAPE �p11 r 1 O I t 172 y y •' W CR '� 1 1 C.K 130 i w •k W �YETLANyD LIMIT , y _ _ _ _ 25 BUFFER I APPROXIMATE 4.4... :'::::: @ •:► _ „„ WEIIAND LIMITS � „„ I I � y y y W y' 1 y W W W ADJACENT r I W W y 188 150 K- 5 y - o 10 DRAINAGE AND - - -�-5r- - - - - - rn I I I _ i 1 I w TRACT ZONING RM-8 55.0 UTILITY EASEMENT (TYP.) I 1 I .�. �1 / I I 0 ST,ORMWA,TER MANAGEMENT, -V - - - - �� - - �� ADDITIONAL 9 I I I 171 1 �T 129 1 I-}- - ' REC EATION, UPLAND do WETLAND PRESERV LAND USE RESIDENTIAL USE MULT+-FAMILQ 10 - - - _ SETBACK o - _ 1 1 1 , 151 I r !"� WW W 1 1 W W •Y W W .v w MED DENSITY {UP 70 8 UNITS/Ac. �--Q _ ]AREA = 4.87 �(c. N + o N 1 I � `V.: `1' `i 189 9 1 - 1 I 45 I c�+ y W W ✓ y .V W. .� 4 •Y 8 / w + w - 1 -- I I iSO W w y * W Y W 1 r I 1 0 "„; 1 i 170 1 1 152. 128 1 I - - 7.5 7.546 75'1 I.5' of �0 7 i► II W W�' �'W�'W 1 \ 1 127 i r-1---_-_- - z 169 - ---- 0 o M - ` 191 1 11 153I I I 57 I 58 6 I I 1 yW�W�Wy 1 1 126 11 1 47 I \ ,W a 1 I I I 1 168 I m 1 1 ADJACENT - 1 _'II154 56192 48 , o 5 10167_ 125 INSTITUTIONAL •--J ' I N 55.0' 10' DRAINAGE AND o ois 155 - - �- - - - UTILITY EASEMENT (TYP.) ---- ----I -- - 1 I X.r/I \ \\\ 49 55.0 166 12401 0 I 6 OCK „ 1655 FT. LOT INTERIOR I1 I1 1 I : 3 193 55I50 I 51 I52 53i 54I ,,,..,.,.. :RECREAT123 .165 4 55 FT. LOT PERIMETER 25' P.R.D. i�59 BUFFER ...... 195 I : 157 2 I I I , 11 BLOB T� ` 122 _ UPLAND PRESERVE AREA - 1 11 164.' �� / - - _ - / / 158 \ - - - I 60 woow ': o �' �„ �� :::::::: :::::: r o„ cns RECREATION/LANDSCAPE AREA �:;:::;;•:0� �„ E;1 12 61 o •.TRACT C t160 I I .I. .RECREATION LANDSCAPE: 631152 161 _ 9 8 /11 11 117 116 115 _ I REA 0.34 Ac.'������ _,_ , „ ... _ :ii; _ � WATERBODY LAKE / :•�' BLO K 3 t BLO K 3 1 d o / �, 25' P.R. D. rn 6 2 m I �tn '''•'':':':':':':•: � ;; •.,� ,, „ I I - -• BUFFER I rn ```'RECREATION/LANDSCAPE;;:;€I;I1�'.; z�TRACT 92 II I BLOC OTS . :f I AREA 11.10 3 Ac. q WETLAND LIMITS RECREATION/LANDSCAPE"AE✓ .��a. I1 I II I I --- -- I iI 1 / I 6_3 1 too N00'00'28"W 760.37' 64 91 Parcel: � 1 / , BLOC 4 66 65 'z 7 =r (2.88 Acres) / 90 / 46 OTS \ 89 I AREA - .57 Ac. I 67 I 5 ' CONNTRV ON "° AD�AGENT N� T1�e�;1EM 88 1 87 186 185 1 84 183 1 82 1 81 1 80 ' 79 1 78 1 77 1 76 1 75 1 74 1 73 1 7 171 1 70 1 69 1 68 1 (LOTS 83-67) 'N \ ZONING OG m N j Rom[ 5' CONSERVA ON ,TRACT G EMENT UPLAND PRESERVE 3 COMERCIAL GENERAL ��,� d \ N00'00'28"W 512.41' 50' 0 0 0 o N N00'01 �4"E 1870.03' + c a o 25' P.R,D o ' / J o o -+ -� -+ O i. -i A -� BUFFER rn - -n C,Q \ N38. ° UI v so o Ol w % - rn ao N Am N S 09• Parcel: 2 - o o 0 0 0 0 0 N _ fD 1� (D ADJACENT 0 2 S� (2.36 Acres) :i�: a a 'o 0 0 0 0 !! o W ,o ,c S ,o (D ,a ZONING RM-8 rr- - r .D o G r•4• o "a m Or .: .a o : - - O o - c -4 -4 O io 2 -� CD m x cD x -4 V. x cox "4 eI x -I LAND USE: RESIDENTIAL USE (MULTI-FAMIL o o O. m a la fD " c A 2. v N v c o ,o rn {n ,fDo MED DENSITY (UP TO 8 UNITS/Aa » n o \ EET NAME SIGN cT oD r4• > s N rt r+- s N tiSTOP SIGN :: , 7 o o WIDEWHT. c c oc oc oc c7c CDoc p : ✓'.'.' +D w'0 a I^ o U1 rn rn M " o r 4 I^ j CD '' V t� pOw O,....':':':ka -4 'O .:: A ha CrI ko j U ::'::::::DI 1ITE j.:' A .iy:U a r (D r O O r0 z 3 'yrsr eF'::::.COMME;RCIAI.':C•4St2':,'::. o V -4 -I -+ -4 j r % oho ` .............. Ln N s.Sr i� %(REA•=' 0,80•'Aa:'• ZONING: R-MH W $ N A :'::::::::::::: LAND USE RESIDENTIAL USE (MOBILE -HOME) N o / \ ... ................. O � LOW-MED DENSITY (UP TO b UNITS/Aa) i. \ N O • O 0 p O 1-- N is 0 m tm v> a Z3 6 of E3 w w o Z US C3 t''fi E ckt •- N M I CNI oM 0 o 0i d vi 00 o W _ � J 0 0 0 o K W , ($1 w�ONO�NeQ j �WWOU�Q]tiKW U'a Wtj bbwOjwO fto l.= V woz�zz�zw�(waa�auw�� I Or �Ii33 W�1C3 W�dV .. . � � I U ' J J W c 0 rn Ch z Q� >- OU o �J W O ILL o =< 0 zzUW Z O m 0 Cn Q 0 o � zo>� w �¢ILL.N Lij f Zz U �n . o VJ Z a H M U_ � N W W p� U , U � W ti O� J `tN _ J ��V VJ V z J Q l--- I � I w z 0 L) i I Y Z as U (n m i- w 0 rA1,11kirrBcERn�canoir OSEPH W. SOMXE FL REG. NO. 47048 ❑ JODAH 8. 81TTLE FL REG. NO. 57396 ❑WWAM P. STOD, 5 DATE: A 1 3 200t -� SHEET 2 PROJECT NO. 03-022 11 LAIWINU W.M. PAVING OF POWERLINE ROAD BY THIS PROJECT PAVING OF POWERLINE ROAD I I I ! I I BY OTHERS TO DRAINAGE DITCH 1 I I I I OF CR 512 R/W EXISTING �ZOfNINCENT O I I 0 \ DRAINAGE I 1 I O i OUTFALL LAND USE: ESIDENTIAL USE (SIN FAMILY) P LOW DE SITY (UP TO 4 UNI lAc1 I I ~� c AO ROY AVENUE 7 ECTIONI IN FEET) -- ---- --- --- --- --- --- --- --- --- -.-- --- (D SEBASTIAN HIGH DS 1 Inch = 100 fi" \ -� _ _ - - - - - - - - - - - - - - - - - - - SECONDARY/EMERGENCY Tract F \1 _ OVERHEAD-FPL-FfIOtrVOLTACE-ECECTRIZr LTN S_ _ -Tiacts-" .. ACCESS - - - - Sebastian Highlands Subdivision, P.B. 5, PGE. 14_ LAND USE TABLE &OPEN SPACE CALCULATIONS: 5' CONSERVATION Sebastian Highlands• Subdivision; P.B. 5; PGE. 44, EASEMENT LOTS 13-19 BUFFER P.R.D. 1' UPLAND jLiLiEg ( ) BUFFER _OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES_ _ TRACTS: GROSS AREA: RECREATION: WETLAND AREA: PRESERVATION: STORMWATER AREA: GREEN AREA: EEG N - NO.O'W'02"E'-T6'12.4-a- s c' - ' • - ' - ' - - - -- - -- - - 0.79 AC 0.79 AC V L 905 t; rn` O'tl r. 'B' 0.76 AC 0.26 AC 0.32 AC 0.18 AC 1 , UPLAND KESI`RVE V 0.34AC 0.34Ac UPLAND PRESERVE 1 1 1 I I I I I 125 1 26 1 27 I I I I' i I I I. I I 1 �° 1 38 f 3.65AC 0.77AC 1.43AC 9.92AC 2.96AC. 6.47AC 18 11 19 20 21 22 23 24 28 29 30; 31 32 33 34 35 36 I A�� 137 1 �; 'e 3.40AC 2.46AC 0.94Ac 17 \ 1 1 ( m I / Not I x 4.87AC 0.31AC 1.90AC 1.68AC 0.79 AC 0.19AC / \ 11 -_ _-_ _r _- -- --- --- -- --- _ -_ t _ 39 t> W 0.56 AC 0.56 AC 16 � �� � _ _ _ _ .- _ - _ - - - - - \�/\/ 5' CON NERVATION a `� / / S00'DO'02' S •DO' SOP '02'W ` H 0.71 AC 0.57 AC " ' 0.13 AC as 23'\\ (LOTS 38-40 T 0.32 AC 0.32 AC - - - LOTS, BLOCK 1 6.02 AC 0.99 AC • 1.51 AC - 0.50 AC- 1 5 gti I I 1 I 40 � 1 1 I I -} 1 1 � ( 145 i fi � t� LOTS, BLOCK 2 5.08 AC 0.19 AC 1.47 AC 0.51 AC •"' \ � �<�. 18 0 181 � �' / 11 177 1 1781 1 179 1 I 1 182 1 1 ' 1 1 1143 I 14211141 1140 1139 1138 13711 136 1 1 _ q LOTS. BLOCK 3 11.10 AC 0.30 AC 3.24 AC - 1.08 AC - ,O 14 , 176 i i i i �Pds I i LOTS, BLOCK 4 5.57 AC 0.57 AC 1.04 AC • 2.os Ac 0.7o Ac "•• / / / 4' SIDEWALK N 41 UPLAND PRESERVE "` ;' + x' f// 11 I I 184 i I i 146 ---__= I LOTS, BLOCKS 1.18 AC 0.07 AC • 0.34 AC 0.11 AC - m 4 RIGHT-OF-WAY 6.89 AC 2.07 AC 56.25 AC 13 _ I I TOTAL � ^�.,o^ � �i �- - - - - - - I � � I I 42 y �• w oa 3.05 AC 3.33 AC 6.76 AC 5.63 AC "•'•' 12.50 AC 2.90 AC 34.17 AC TOTAL OPEN SPACE" - r p� k `J \ \\ \ I I 1 8 5 I 1 47 I d S 1 I w W w x x 60.7%GROSS REQUI \ \ LAKE I - - - - - _I I_ _ _ _ _ \ 133 3, I V13 - 60.7%> 50 % REQUIRED • REAR 2T OF PERIMETER LOTS "" 10%OF NET AREA OF LOTS IS PRIVATE EXTERIOR IMPERVIOUS OPEN SPACE \ \\ \\ I I _ _ _ _ _ _ _ _ _ 13 2 I I -- (POOLS, DECKS, PATIOS, ETC.) 12 1 I 1 174 w \\ j. 43 w w w '• 30%OF NET AREA OF LOTS (GROSS - PRESERVE- RECREATIOM -NET 50%OF GROSS AREA OF DEDICATED RECREATIONAL TRACT I k w w \\ I 1 18 I 14 - - -I - - 1- - -- •'• 771 30%OF GROSS RIGHT-OF-WAY AREA ..'_ - \\ .w°r ....: .. / n _77c W w WATERBOOIES SHALL NOT CONSTITUTE MORE THAN 30%OF .L a 0 .f1 THE TOTAL OPEN SPACE AREA 1 w �-`I' \ ••4 OPEN SPACE REQUIRED: 56.25 ACX50%=28.13 AC 1 - � 1�----- 131 49 ,1 O „�.:.,'..... ......:: .:::.�; ;: j MAX. WATER BODY ACCOUNTABLE:30%x28.13AC-8.44AC rD 11 1 k 173 w �' 1 I 1 / ,��,�'' :�i �" �" �' y 8.44 AC>5.63 AC v ..1. (� ...... .•• - a - I I_1-187 1 I N I 1 14J _ ..-:-i'...::`:•.:: v W w w I -- - _ .. w w w t 1 RECREATION/�+`'e'NDSCAPE: w.. w v w Z O tP 1 I.....,.........., •,. w w w ,y 1 1 �......•......w,........ ' • • • w w w w .v ®. = w .L• 10 130 - I 1 172 y W APPROXIMATE Et"IANDD ThMITS 1 ` i I :' y w y WET4. LAND LyMrr w w '(' ADJACENT I w 188 1 150 1 44 w w w -1 A y w zoNING IZM-� I w w \ ! -� I I (Ei y w SJORMWATER MQNAGEgNT, y i,T1 r y w 9 I I 14 171 11 �,�' a, �, 129 1 �- - "{ REC EATION, UPLAND &WETLAND PRESE LAND USE: RESIDENTIAL USE (MULTI -FAMILY) a w w w -S I w w w w w w w w •Y MED DENSITY (UP TO 8 UNITS/Ac. RMWA(Iit MANAGt:�ER w -, 189 1 1 ' 11 15117 _ 1 I 1 1u Y W .1 w T_ © a' `4 8 I r-��MW1bt Ply w o 1 _ I i 45 I$ % w w y w w w �, n w A - 1 Io 170�c .E� Z w 190 11 N 12� 128 N � O ° ., •Y _ W.-N v� ` \. # M _ °' I 46 Z 1 . .^ ^^ w W L w ,, W t ?1ZO ,....,......+, n l 0 7 1I 1f 169 � w �. -� w 111� 127-1=___-_ '� ca g w w , o w 191 1 1 153 1 1 1 57 1 58 l 4zv 1a 6 I I w - W w - 1 - a 126 I I 47 I �. - �\ rf: o zKz r 168 0 1 �I 1 _ Aw ZAODNJNAGCENPTS r r-!I<_- - ..^^-„,-...-.� .^•'r a �w ww �N , r�}j w y•1w :3EA0S'xE3M0E':N.:..':.::.::.::...:.:.::.::.::r...:.M.• l t r 14 192 ---L1 + I1 48 5 i 11' t - - --- 125 •::3 � ; frnZ9il•-U){ / / ,. y m \ ��r..::�•dYj:°: g.z•=L�... . . �Er,"�cO�l D • INSTITUTIONAL io m Dm w D UTILITY155 Nioz T............ 49 r166 12i......Lrnn ,tzrnO_ o J ......................... ; /15 s 3 193 ::sf-RECRATIO %\ \ .�°o \\ `50 _ 51 _5-2_ ' ' 5-3 54 165 194 oao123 25' P.R.D. 4 SIDEWALK:'::. ................ BUFFER �` mtiDzd ....................... a--- 1p( S -e SEWER MAIN AND MANHOLE 2 ; I 1 1 1 1 � \ i \ /% ae ss � / 122- UPLAND PRESERVE AREA - 1 t t::::� / Try / /� 60 MAT MAT WATER MAIN A \ 164 •::.:; . 4e� _,.... ..... - - _ - 158 c� / - •- ,2 D' - ............ 121 *--- DRAINAGE PIPE AND INLET \ 1 /: `' ::::::.::::::............... I I 159 :. �.. .... a tns RECREATION/LANDSCAPE AREA :.::.:;0�' �� :. ?; k I \ i "� o ?I:: ::: ::..:. s 1 \ G��:::::• • ::•RECREATION LANDSCAPE. 163 1 52 161 11 160 .............................. s>o ...............................:.:.::;:::::::::.:;...:... : r o � a I I G O 1, t'::: � WATERBO Y / ______ D E 25 P R .0. O p W: I 62 • ti. -om_� rn�`A� _�w.,.�ww �� •:•:•'•'•'•'•'•''•'•'•'•'•'•'•'•'•'::�;+•';•;•;••.•; •y�y. II - 11 - f 3 BUFFER APE:;:� `�Z ME � 92 �"WETLAND LIMITS RECREATION LANDSCAPE:::� PROPOS �D 4' SIDE I 94 I 95{ 96I 97 it 98 99 100 01 02 103 104 105 1 108 I1 9 i 110I 111 12 I 113 114 6 \ to � `3 A - - - - N00'00'28"W 760.3E - - - - - - ``� I I` : r•' `� � � 1 - - - - -- -- - -- - -• - I I , �/ / o :ilao•a�'�'..� ayg ::�.:a'aS :���20 �`- -- - - __ -' --' - 1 1 -�� •p / it%r''•' 'p/off SS�'�� '"•% \ \ ?63 00' _ _ _ _ R=1980.00 I 1 O V :: 1\ 01'14'W 8w - `sue - gtH_ cnn n SY 9M1 wr 64 --- - \ Parcel: 1 65 MSR`r 3'e,R (2.88 Acres) ; ��90 ,7 66 i� 5' CON5ERV ON eo(� �AIS`ia' 89 1 I I I I I i ( 67 1 EASEMENT 04 '� rya w� 88 1 87 1 86 1 85 1 84 1 83 1 82 81 80 79 78 77 76 75 174 I 73 i 721 1 71 170 1 69 1 68 I (LOTS 63-67) o t'. ADJACENT RMW�R fA'�IA iEtrlEil , �Y d ,` 5' CONSERVA ON o Fs\ zoNlNc cG /" CRM, OR.:&'� FQNII�RC�"i EA EMENT UPLAND PRESERVE COMERgAL GENERAL (L T 88) 3 � / o_ �\ NOC'Oo'28'W 512.41' b4i y`'2 �y 50' a r r r r a N00'01 34"E 1870.03' 2 " �a � 4 y r r O O O O u N r O n o 25' P.R.D.tT r� j oa d A. cp,d _ -4-1 -1 -i -a lc-. b BUFFER A i� o C',p �8 �' N " +o o a (AA n rn < a1 0 }in Parcel: If / :.�.:... p O �p O o cD O 1 O O ADJACENT z8 N �F \ SF (2.36 Acres) ! / c c p o o n 20NINP. RM-8 rOn P/rs'b 9 PROPOSED /. p p o t- v `° r0 ram+ .a a o ° 61 D o o `° o �.'' -1 -4 O W 2 '4 cos -I o3 xca x "' p) x '� cD x '� LAND USE: RESIDENTIAL USE (MULTI-FAMIL C rP �O CQ99, 4 SIDEWALK /� ylf• CL -I V v A -4 N (D v o Ow v V �. WED DENSITY (UP TO 8 UNITS/Ac. 0 0 \ EET NAME SIGN 7 0 oo r4 s (n T rr s » of OP SIGN ° v a -0 u a m rr 9 WIDE WHT. %�,, ODD O c C C C (D C a 0 R a t0 (1) v Q I'' CTi m 3 m .'. (D m '� '•O" 3 '� m '- (Tt "t W� O O p t0 r Co 0 O m `� p .� r .f D-4- v -- to" p 0 :0' - �O \ 6 I �. './.I: Q (D :p to .1 � .-i (D O , W .i ao W -i W 1.) -4 w N � b -+ -i t0 .+ � o O•R SD y: : � 00 -a a w f0 N O °)CD w Oi + O +� ? CA O cn a :L7 a 2 12 HTTE \ J.' .'.'.'.'.'.'.'.'.'.'.'.'. '.' .'.'.': o o c(D v hsr F S A 8' .C. 0�°�c •� d+, j':Itt�LUDEO':'IN:'pt11J=R}: �`t ro w w A m " N o ADJACENT a (A w o N°s .':. 0 ZONING R-MH (A ..NE) LAND USE: RESIDENTIAL USE MOBILE -NO N qir ':.o r0 ;0 LOW -WED DENSITY (UP TO ? UNITS/A41.) , / CONNECT TO ISTING r o r v1 F.M. AT EAST OUND CR 12 \ ° 3 �'' ,� : '•.;�.0 50 10' DRAINAG ' Cl RIGHT OF WAY 20' 10' DRAINAGE N AND UTILITY AND UTILITY ° m ((DD o �qr ,y>Sr EASEMENT EASEMENT 8, 2. ROADWAY 2' 8' I v a r0 O cFr9p °s ° -+ o a,,� r / (n Q \ re�''gi 0 1-1/2- THICK Jar CONSTRUCT s ( 1 ROW (2' S-PH fi r RIGHT TURN LANE ) qg LL 1 ROW 2 v �O �, \ q� / OF SOD MIN. PAVE E'NT ( ) o � en4�Gi Z%e / OF SOD MIN. -+ V h 6' CONCRETE ONNCR 2 88' ACROSS \ SO R 6" COQUINA SH L OMPACTED 1_I _ 1=1 MODIFIED MIAMI CURB a it PROPERTY LINE AT CORNER1-Ilt-... ..III - i N CONNECT TO EXISTING /�G' � �AOASHTO MAXT-�180��5� _ jam-� _�,_�- 8 COMPACTED SUBGRADE �. W.M. AT EAST BOUND CR 512 _ ) yl Ti,IiI,�IL-I �_ 1=1(981� COMPACTION AASHTO T-180 Mo /per \ OMPACTED 98% FILL CMAX. DENSITY / �'T 9 TYPICAL ROADWAY SECTION F I I ,I I z *� 0 A GRAPHIC SCALE d ■ j � .� c _j N (U CP M p; OGO 0v�i W Q o LLQ zo_jW Z a � zU>N � W g ¢ L" CV WN �+- W o U " M W �N o ■` W w J rn Vo Y � tiff J 1 q C'4 _ J U � U) v 0 J Z Z < J p CL ^ n LZ � � U A o0_j V ^Q 11 Y Z Q J 0 c� MQ w 0 `Q'JOSEPH W. SCHULKE FL. REG. NO. 47048 13JODAH B. BITTLE FL REG. NO. 57396 ❑WL.UAM P. STOD DATE: A 4 3 SHEET 3 PROJECT NO. 03-022 NDIAN RIVER COUNTY, FLORIDA LANDSCAPE• SITE DATA DRAWING INDEX EXISTING SITE CONDITIONS OWNERS: SNOOK PROPERTIES, L.L.C. PARKING/TRAFFIC CIRCULATION: 696 SHADY GROVE ROAD COFFE SPRINGS, AL 36318-4644 : - PRESENT CONDITION - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A - UNDEVELOPED DENSE NATIVE VEGETATION MINIMUM•OF 2 PARKING SPACES WITHIN THE INDIVIDUAL SHEET SHEET �r DESCRIPTION (772) 778-2131 - FLOOD00%NE: MAP 61C OX6 E. MAY 4, 1989 DEVELOPMENT LING UNIT THREE HUNDRED SEBASTIAN BLVD., INC. 300 SEBAS7IAN BLVD. :12 1. ALL AREAS SHALL PROVIDE PARKING IN - SOILS: SCS SOILS MAP ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN SEBASTIAN, FL 32958 'IMMOKALEE'; 'MYAKKA; 'ARCHBOLD; 'POMELLO; SATELLITE'; 'ARCHBOLD' LAND DEVELOPMENT CODE 1 r COVER SHEET (772) 589-8700 j - TRAFFIC CIRCULATION: _MINIMUM 40 FT WIDE DRIVE PRIVATE - TOPOGRAPHY: EL. VARIES, 22.5 FT TO 24.5' ROAD RIGHTS- OF- WAY.WITH MIN. 20.FT TWO WAY ROADWAYS SHALL APPLICANT: THE COY A. CLARK COMPANY 575 SOUTH WICKHAM ROAD - GROUNDWATER TABLE: NORMAL WATER LEVEL (CONTROL EL.) = 20.50' BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT SUITE E FRONTAGE ON SAID RIGHT-OF-WAY. 2 CONCEPTUAL PLAN WEST MELBOURNE, FL'32904 TRAFFIC: (321) 723-9888 THE SITE IS ESTIMATED TO BE AT 1970 ADT, BASED ON A TRAFFIC IMPACT ANALYSIS ENTITLED "ASHBURY SUBDIVISION" DATED JUNE 2003 ENGINEER: SCHULKE, BITTLE AND STODDARD. L.L C. 1140 7TH COURT, SUITE 'F' 3-1 PRELIMINARY PLAT VERO BEACH, FL , 32960 (772) 770-9622 _GENERAL NOTES: SITE ADDRESS: NORTH OF CR 512 1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN MAXIMUM DWELLING UNIT COMPUTATION: PDR 8-12 PRELIMINARY PAVING, GRADING AND UTILITIES PLAN PROJECT LOCATION: NORTHEAST QUADRANT OF THE CR 512 AND WRITING IN A FORM, ACCEPTABLE TO THE COUNTY A. GROSS AREA: (AC) 57,73 ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, POWERLINE ROAD INTERSECTION B. (-) NON-RESIDENTIAL USE AREAS: (AC) 1.48 AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO STATEMENT OF USE: SINGLE FAMILY "RESIDENTIAL PLANNED UNIT DEVELOPMENT" GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION 13 r TT MISCELLANEOUS S DETAIL►?w SUBDIVISION (195 LOTS) VIA "P.D. SPECIAL EXCEPTION APPROVAL PROCESS" OF PRIOR -COMMITMENT VOIDS THE PRELIMINARY APPROVAL. C. EFFECTIVE BASE RES. AREA: (AC) 56.25 2.) PROPOSED MIN. FINISHED FLOOR ELEV. = 24,75' N.G.V.D. D. TOTAL MAX. UNITS ALLOWED TAX I.D. NO'S: 31-39-06-00000-5000-00014.0 WITHIN EFFECTIVE BASE 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED, 31-39-06-Q0000-5000-00015 0 RESIDENTIAL AREA: 4.) ELECTRIC SERVICE WILL BE UNDERGROUND. 14 �r SECTIONS 31-39-07-00000-3000-00009.0 LAND USE: DENSITY: E.B.R.A. UNITS 5.) I.R.C. WILL PROVIDE WATER AND SEWER UTILITY SERVICE PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION THETI SITE. TO THE SITE. DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE-. LOW DENSITY RESIDENTIAL: 5 UNITS/ACRE X 56.25 281.25 6.) POSTED SPEED LIMITS: C.R. 512 : 45 MPH AERIAL ATTACHED GROSS AREA: 57.73 AC. TOTAL 281.25 POWERLINE ROAD: UNPOSTED EXISTING LAND -USE: L-2 IRC (6 UNITS PER AC) PERMITS REQUIRED: PROPOSED: COMPREHENSIVE LAND USE AMENDMENT CITY OF SEBASTIAN LOW DENSITY RESIDENTIAL (5 UNITS PER AC) 1. CONCEPTUAL PUD-R 2. PRELIMINARY PUD-R APPROVAL 3. I.R.C. UTILITY. PERMIT TOTAL ACRES : 57.73 ACRES 4, IR.C. RIGHT-OF-WAY (CR512) E. TOTAL N0. OF DWELLING UNITS ALLOWED: 281.25 5. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL TOTAL NUMBER OF RESIDENTIAL LOTS : 195 LOTS F. TOTAL DWELLING UNITS PROPOSED: _ 195 6. CITY OF SEBASTIAN CONCURRENCY CONSTRUCTION SCHEDULE: DATE OF COMMENCEMENT DATE OF COMPLETION G. -DENSITY .PROPOSED: 1 95/56.25 - 3.47 UNITS/E.B.R.A: 7. CITY OF SEBASTIAN .TYPE A FLOOD PROTECTION STORMWATER PERMIT (CALCULATIONS BASED ON MAX. ALLOWABLE DENSITY PER COMPREHENSIVE PLAN.) 8. FINAL PUD-R APPROVAL 9. S J.R.W.M.D. STORMWATER PERMIT 40C-4) ~1 LE A L DESCJILDI%,IPTION /04 6/44 SQUARE FOOTAGE GROSS FLOOR .AREA BY USE: 10 F.D.E.P. WATER AND SEWER CONNECTION PERMITS 11. F.D.E.P. NOTICE OF INTENT SITE AREAS USES TABLE: A. RESIDENTIAL E L USE STANDARDS: SETBACK FROM ` AREAS TOTAL GROSS AREA: 57.73 AC USE BLDG _(SF) LAND AREA (SF) PD PERIM: 1. SINGLE FAMILY 1,400 TO 2,800 (AIR COND.) 6,050 SF MIN. 40 °FT. * 40' REAR SETBACK 25' PRD BUFFER + 15' REAR SETBACK Parcel NO. 3: ,f RIGHT -OF-WAY (COMMERCIAL AREA) NOT INCLUDED: 0.68 AC ' � COMMERCIAL C-512 (TRACT X) AREA NOT INCLUDED: 0.80 AC AREA: LAND USE TABLE & OPEN SP ACE CALCULATIONS.. THE SW 1/4 OF THE SW 1/4, AND THE SOUTH 534.5 FEET OF THE NW 1/4 OF THE RESIDENTAIL PUD-R 56.25 AC _SW 1/4, LESS THE NORTH 250 FEET OF THE WEST 200 FEET, ALL 1N SECTION 6, DWELLING UNITS: 195 UNITS UPLAND" OTHER TOWNSHIP 31 SOUTH RANGE 39 EAST (NDIAN RIVER COUNTY FLORIDA , _ DENSITY: 3.47 LOT AREA (195 LOTS): 30.82 AC TRACTS: GROSS AREA: REM:A_ TION: WETLAND AREA: PRESERVAT6 STORMWATER AREA: GREEN AREA: P� CONTAINING (56.25 ACRES) ON -SITE RIGHT-OF-WAY: 6.87 AC TRACT 'A' UPLAND PRESERVE: 0.80 AC .A. oso AC 0.80 AC ALSO INCLUDING; TRACT 'B' STORMWATER MANAGMENT, RECREATION &UPLAND PRESERVE: 0.76 AC ° -TRACT 'C' RECREATION , , , . / 0,47 AC 8 0.76 AC 0.21 AC 0.40 AC 0.15 AC 'D' STORMWATER MANAGEMENT, RECREATION, UPLAND & WETLAND PRESERVE: 5.65 AC Parcel No. 4: � TRACT , , TRACT E, STORMWATER MANAGEMENT: 3.39 AC 'c 0.47 AC 0.47 AC A PARCEL OF LAND LYING IN THE NW 1/4 OF SECTION 7 TOWNSHIP 31 SOUTH,TRACT T' STORMWATER MANAGEMENT, RECREATION, UPLAND & WETLAND PRESERVE: 5.01 AC , , ,D' 5.65 AC 4.77 AC 1.43 AC 0.92 AC 2.12 AC O.Al4AC TRACT -G UPLAND PRESERVE. 0.57 AC RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY TRACT 'H' RECREATION LANDSCAPE: ! 0.71 'AC DESCRIBED AS FOLLOWS; COMMENCING AT THE NW CORNER OF SAID SECTION 7 , , I E' 3.3sAc 2.46AC 0.93AC KEY SHEET , TRACT J RECREATION LANDSCAPE: 0.16 AC t TRACT I UPLAND PRESERVE. 0.33 AC RUN N89°13'44"E ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 7, , '� / () 5.01 AC 0.43 At Aso ac 1.68 AC os4 AC 0.16Ac E TRACT K RECREATION/LANDSCAPE: ; 0.23 AC (1) 0 1226.56 FEET TO THE POINT OF'BEGINNING OF THE HEREIN, DESCRIBED PARCEL , o TRACT L RECREATION/LANDSCAPE: 0.19 AC (t) G 0.57 AC 0.57 AC xv TRACT M OF LAND, THENCE CONTINUE N89°1.3'44"E ALONG THE NORTH LINE OF THE NW 1/4 ' RECREATION UPLAND PRESERVE: 0.29 AC (1) SHEET 5/10 I: SHEET 7 =12 OF SAID SECTION 7, 112.90 FEET TO THE NE CORNER OF THE NW 1/4 OF THE NW I a H 0.71 AC -0.57 At ...,. 0.10 AC o ' 1/4, THENCE S89°50'18"E ALONG THE NORTH LINE OF THE NW 1/4 `OF'SAID-SECTION DEVELOPMENT PARAMETER/ ZONING -- � � WAIVERS: A-1 (IRC) IRS- .PROP. PUD-R (COS) 0.33 AC o.33 AC ` - 7,402.14 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF FELLSMERE ROAD, MINIMUM LOT SIZE: 200,000 sf 9,500 sf 6,050 sf i ... o " MINIMUM LOT WIDTH: 150 ft 80 ft 55 ft , _ (C.R. 512) 100 FOOT RIGHT OF WAY, THENCE S38 0945.W ALONG THE SAID NORTH- _ M T f (+) 0.16Ac 0.16Ac • ! �_.. _.--- - . _ : _--: � .-_ •.•---•- =-: - MINIMU LOT FRONTAGE: ;` 30 t � 30 ft 30 ft WESTERLY RIGHT OF WAY LINE, 342.16 FEET TO THE POINT OF CURVATURE OF A - MINIMUM YARD-sETBACKs O n.. e ..a..r.....r. ra • s « IC (1) 0.23 AC 0.23 AC ...... «..... �, .L ,. ° „ -FRONT: 30 ft 25 ft 20 ft � . - , - , _ . _ ,;^ . . __ CURVE CONCAVE TO THE WEST, THE RADIUS POINT TO WHICH BEARS N51 5015 W, . _ N-o - - - '.SIDE: -30ft ---10`ft. 7.5ft. „ - - 25.00 FEET THENCE LEAVING SAID RIGHT OF WAY LINE RUN NORTHWESTERLY ALONG o I , ! �'2O' n' ` '24' '�' 2s�28' �w w l '33'34' 35' 3e s7 ` REAR: 30 ft 20 ft 20 ft 40 ft. ,.. ,n i THE ARC OF SAID CURVE, HAVING A 25.00 FOOT RADIUS, A CENTRAL ANGLE OF POOLS / POOL ENCLOSURES. M. �,) o.2s AC o.2o AC o.os Ac 30 o FRONT. 25 ft 20 ft 20 ft i fe 82 4019 AND A ARC DISTANCE 36.07 FEET TO THE POINT TANGENCY, THENCE - SIDE: 10 ft 10 ft. 7.5 ft. _jwrIi o , o LOTS, BLOCK 1 6.02 AC AC . .... I 40 ��. - N44 30 33 W, 52.89 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE - REAR. 10 ft 10 ft 5 ft. / 25 ft. *** o ss 1.51 AC «« 0.5o AC I _ i >s90 I� rep '� say >r�s - -, - PATIOS: O 14 ve 4f CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 310.00 FEET THENCE RUN _ LOTS BLOCK 4.89Ac » «•«« c� j'- I 1 1gq foe . r� �` I , , FRONT: 5 ft 5 ft 5 ft 1.47 AC 0.49 AC 744 " 1M �! Ni {�; I > ns 4a {• �`� I N RTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF SIDE: 5 ft 5 ft' 7.5 ft I !47 ( o n REAR: 5 ft 10 ft'`. 5 ft. 25 ft. *** LOTS, BLOCK 3 10.75 AC 3.23 AC "" 1.08 AG 4s a \ 13 26 06 A ARC DISTANCE OF 72.69 FEET TO THE POINT OF TANGENCY, THENCE / me : I - DECKS: N5�7°56'40"W'152.19FEETTOTHEPOINTOFCURVATUREOFACIRCULARCURVE - FRONT: f ' LOTS, BLOCK 4 7;98AC 0.78AC« 2.16AC*` 0.72Ac - ---- 1 j �-+-� ' �-- --a-► -k , 5 t 5 ftc . ft - - - zoo - - -'. - CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 300.00 FEET THENCE RUN - SIDE: 5 ft 5 ft 7.5 ft - j 7B8 - + i , REAR: 5 ft 10 f 5 ft. f *** LOTS, BLOCK 5 1.19 AC OA4 AC 0:34 AC " 0.11 AC •«• z �, q4 , > a - t / 25 t. I NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF { g 17f MAXIMUM BUILDING HEIGHT: 35 ft 25 ft ': 25 ft g - `, r. 46 ��� a a ' I o , n _ RIGHT-OF-WAY 6.87 AC 2.07 I. a tee 20 28 40 A ARC DISTANCE OF 107.22 FEET, TO THE POINT OF BEGINNING. MAxtI,�uM LOT COVERAGE: AC I I, �� - BUILDINGS: 20% 30% 55% r I 7 ,.,a� f27 CONTAINING 1.48 ACRES II , fDi 163 ( ) - IMPERVIOUS AREA: 40% 55% .. � (...-- � �47 59 _ � � 70% ..'TOTAL ':56:25`AC z a ,� f26 MINIMUM SEPARATION DISTANCES. i 154 , 66 I ..,., _ i , 48 _ 3.02 AC 3.33 AC 6.51 AC 5.82 At 12.38 AC 2- AC 34-_ AC TOTAL OPEN:SPACE - a THE ABOVE PARCELS CONTAIN 57,73 ACRES, MORE OR LESS, AND SUBJECT TO BETWEEN RESIDENCES. 30 ft .20 ft. 14 ft. �. _ , i2s i 60.0%GROSS RESIDENTIAL AREA w I i, 1�S ' II _ .:_:MINIMUM OPEN SPACE: 60.0%> 50%REQUIRED 4 �., O EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. SAID LANDS LYING ,„ «, },� i 124 KI - LOT: 6O% 5O% 30%_ REAR 25 OF PERIMETER LOTS WATERBODIES SHALL NOT CONSTITUTE MORE THAN 30% OF / s =�� f0 51: S2 � s4 if-j", AND BEING IN INDIAN RIVER COUNTY, FLORIDA. THE TOTAL OPEN SPACE AREA, 1QS fp4 1`57- - PROJECT: 40% 50% 50% •" 30% OF NET AREA OF LOTS GROSS - PRESERVE - RECREATION = NET 2 (_ ( ) OPEN SPACE REQUIRED: 56.25 AC x 50% = 28.13 AC j �' 1?2 _ -' MINIMUM R/W WIDTH: 50' rJ' 0' 40' MAX. WATER BODY ACCOUNTABLE: 30% X 28.13 AC = 8.44 AC - �4 !g so I PERIMETER LOTS ABUTTING ADJACENT PROPERTY -,SHALL HAVE INCREASED `, "' 30% OF GROSS RIGHT-OF-WAY AREA 8.44AC>5.81AC 3 .�. 76B?62 fQ11Q0 ` REAR SETBACKS AS FOLLOWS: .,.. ° 111i iJB 1l7 1!6 - 10 /o OF NET AREA OF LOTS IS PRIVATE EXTERIOR IMPERVIOUS OPEN SPACE , , v I ,- � 1) TRACTS J , K, L , AND M WERE ADDED TO THE PRELIMINARY PLAT PLAN, -BLDG: 25 BUFFER + 15 ft. = 40 ft. (POOLS, DECKS, PATIOS, ETC.) SITE DATA AND LAND USE TABLE AND WERE LISTED/DEPICTED IN THE -POOLS,/DECKS/PATIOS: 25 FL BUFFER = '25 ft. CONCEPTUAL P.U.D. BUT WERE LISTED/INDICATEDR N' - ••`•• 80% OF GROSS AREA OF DEDICATED'RECREATI N AS AREAS WITHIN RECREATIONAL TRACT- RESIDENTIAL BLOCKS 2, 3.4 AND 5. 24 y r, �,. (�) UPDATE.TO REFLECT REVISIONS REQUIRED ON CONCEPTUAL P:D. 4/2104 '_ �,. rn 1vwm dS r 1 1 I t t i 1 i ' 69 Q8 Q7 PRIMARILY THE 25' P.D. BUFFER c � @B 87i8Q18Sr84i8,3 B.2 � 80 78 78 �lT78 76 74 79r � Tli70i i i ,,. ( ( ) EET 3 8 \ ---- -Y -I 3 - - - - - - - - - - 2 REV DISCREPANCIES SETBACKS- 4112/04 t JSCHUL,KE,:B1TTLE &--STO,DDA:RD. 01 LsLmC ■ CONSULTING ENGINEERS AND PLANNERS SHET49 HE 6/11 1140- 7TH COURT SUITE F OCT 9 2004 - N ENGINES ERTIFIC o� VERO BEACH, 32960r[33• - -- 15 --- FLORIDA, DATE: � 2fA1 M O JOSEPH 5CH KF, P.E. REG. 'No 47048 JODAH, BIT P.E. REG. No 57396 ❑ WLLI: P. ST DDARD, .Ph.D.; P.E. REG. No 57605 PHONE:(772) FAX(772)770 9496 t ( IN FEET) - f� --- - -- �� -- --- --- - -- - -- --- Tract F 1 inch = 100 it. - - - -OVERHE7�P>-R WVDLTAOrYIE'CTWC LTNESS- - - - - - - - - Tom- - - - - - - _ _ .. _ .. - � _ - _ _ .. _ S_ stian Highlands Subdivision, :P.B. 5, PGE. 14_ LAND USE TAB E & OPEN SPA E CA L ULATIONS• 5' CONSERVATION Sebastian Highlands SubdivisionP.B. 5, PGE: t4, T EASEMENT (LOTS 13-19) BUFFER P R.D. Q�B BUFFER OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES , UPLAND MORMWATER AREA: GREEN AREA: - . . _ N(10'0W02%E`16'12.48' , TRACTS- GROSS AREA:_ RECREATION: -� S • EATION: AND ARM PRESERVATION: �- �- N �• i I N 9 N00'QO'0="E 53�.50' _ / •A• 0.60A0 0.60ac � � ,TRACT 'i' Nao°oo'Cz'E 25o.e5' B 0.76 AC 021 ac o.ao AC os ac I 1 UPLAND 'RESERVE TRACT 'A' 1 1 25 26 27 Q AREA = 0.32 �,�. 'C 0.47AC 0.47AC iiiiiiiii I 38 77 AC 1.43 A0 0.92 AC 2.12 AC 0.41 aD UPLAND oESE III20 ' 21 ' 22 ' 23 ' 24 ' BLOCK "1'� ' 28 ' 29 - ' 30 ' 31 ' 32 ' 33 ' 34 �I^ I TIP 5.65 AC akEa .is 18 II 1 BLOCK 5 `E' 3.39 AC 0'�. 2.48 AC 0.93 AC � I i $ LOTS � _ - N 0 t Include 17 AR = 6.02 7 LOTS 'F 5.01 AC 0.43 AC I.90 AC - 1.68 AC 0.84 AC 0.16 AC / 5 CONSERV �� _ AREA � �s ac -_ __ --_ -- -_- --- �\ ATION w 'G' os7 Ac 0,57 AC 16 - _ - _ - - - _ _ _ _ - EASEMENT /� o W 0.71 AC 0.57 AC..... 0A0 AC ' ' �- __ _ \ LOTS 38 40 'I' 0.33AC 0.33AC ' --- --- 40 .- -- --- -- (1) 0.16AD 0.16AD 183 i 1 145 BLO K "3 I i 1 ! 181,1 A - 'K' (1) 0.23 AC - 0.23 AC r / 1 80 1 8 1 . I ( t 1,1177 1 178i11 i 179 I � ,. 1182 I I I _ 'I 144 1143 1142 I 1 1140 1 139 1138 .. �. 136 I � A y 0.19AC 0.19AC 14 / 1 76 1 1 I I BLOC 2 - - 1 I I I 1 1 41 y y UPLAND PF 'M' (1) 0.29 AC 0.20 AC 0.09 AC 32 TS 11 ��, I I I I AREA = .oe Ac. 184 j 146 --- I I I y y LOTS, BLOCK 1 6.02 AC 0.99 AC' 1.61 AC - 0.50 AC • ' 1 i - � y LOTS, BLOCK 2 4.89 AC 1.47 AC ". 0.49 AC "" I ' I I =zkr- - - - 3.23AC•' 1.OSAC"" i 175----- 11 I I i •,.�:h ram'' 11 s I ( 42 y y y 13 ,------- LOTS, BLOCK 3 10.75 AC - / X/ LOTS,BLOCK4 7.98AC 0.78AC• 2.18AC'• 0.72AC.». ( V , _ 185 _-i i_ 147 _ 133 I I 5 I y y y - y ,LAKE , I _ - LOTS, BLOCKS A.19 AC 0.04 AC • 0.34 AC'• 0.11 AC � 174 \148RIGHT-OF-WAY 6.87 AC 2.07A0 12 1 --I � 43 y L y .�i �_�� y c 00 ot w 0 m N a 0 a A A 131 =¢ ' - _ i.��.aai�.(��:.�:.•::::.... y y y. TOTAL �• 3.02 AC 3.33 AC 0.51 AC 5.82 AC "'"" 12.38 AC 2.91 AC 34.O1 AC TOTAL OPEN SPACE _ I f1-•1•-� 60.0 GROSS RESIDENTIAL AREA I I 173 y y I I I 80.0,E BOhREQUIRED -- .C!•i':!Y;•:i'ri:::.:::::.... �y y y y • °... . ' REAR 25' OF PERIMETER LOTS """ WATERBODIES SHALL NOT CONSTITUTE MORE THAN 30%OF -' THE TOTAL OPEN SPACE AREA ° g _ _ _ y y y I_I_ _ -_ - - 187 1 1 I 49 _-..:..:.::.::.: 30% OF NET AREA OF LOTS (GROSS -PRESERVE - RECREATION) = NET - OPEN SPACE REQUIRED: 56.25 AC x 50 /° " 28.13 AC - a• Z y y y 1 RECREATION/� ANDSCAPE '� '� y y �" y y MAX. WATER BODY ACCOUNTABLE: 30% x 28.13 AC = 8.44 AC 0 1 i t _ M 1 _•: , y y �y y y y 30% OF GROSS RIGHT-OF-WAY AREA 8.44 AC 5.81 AC ( I y y y .1. pep 1 m 1 0 1 1 APPROXIMATE CR 2 , i 130 I+`i''.:::�::•'r'•:•::i•:::•i:•::::'•....:;.,,':.:.:•.•:.•::.• �YETLAN� UMIT� y y 10% OF NET AREA OF LOTS ISPRIVATE EXTERIOR IMPERVIOUS OPEN SPACE (t) TRACTS . W,'L', AND W' WERE ADDED TO THE PRELIMINARY PLAT PLAN, W I • 7 2 APPRO TE _ (POOLS, DECKS, PATIOS, ETC.) SITE DATA, AND LAND USE TABLE, AND WERE NOT LISTEDIDEPICTED IN THE 3 - � _ W WC' LANu LIMRS 1 88 >r 1 - K 11 !, t I y y y 'Py, , y CONCEPTUAL P.U.D., BUT WERE LISTEDIINDICATED AS AREAS WITHIN t5 GK » » vv R- r 80°h OF GROSS AREA OF DEDICATED RECREATIONAL TRACT - RESIDENTIAL BLOCKS 2, 3, 4 AND S. 3 '� I f y �' y y i ( 44 Vj �' y yTRACT y y y W ADJACENT ZONING RM-8 m 1.. -- �_ --- �� .�� 9 I I y y y y f o y y STLORMWI�JER MQNAGEM�NT, y y y y 129 +- - "( REC ATION, UPLAND & WETLAND PRESERV LAND USE RESIDENTIAL USE (MUL 7 tMILYj L7 - 1 7 1 MED DENSITY (UP TO 8 NITS/Aa C p 0 --+, I' Jam' y y W y y y 1 89 L... Fi 1 5 i ( I I_ y y y y y W AREA =W 4.�7 U. y Ily y y y y \ _ _ 25 BUF Eft T45 1 w L y 10 DRAINAGE AND - ,- - - o; 1170 ,� y y y 55.0' UTILITY EASEMENT (TYP.) ADDITIONAL CK ,� >" I I I _ y y y 0 1 152 I I 46 - SETBACK _ -_ �o' 7 I I I I y y y y , >> 127 i�'-_ __ - 111169 1 �� 53 _-- I I I I 57 I 0 y y - _ _ 1 47 �+ 58 1 1 7.5'! 7.5' I I y - 126 I I - I\ ra m 6 i 1168 y y y -1 1 i I 56 �'�: y 7.5 oM ADJACENT - (I 1 _ y y 192 y - t 48 -Y-�� [7*5 ZONING 5 I I i y - = _ _ = 125 ( _ -z II I 167 ------ I VS o MSTIIUTIONAI _ I y y y I j i �,= a i r y y : UTILITY ` 9 '\ c0 4 y 4 ::. ? EASEM 3 1 4 :I / i _ 10 BOCK + I o I I 1 / � 50 51 52 53 54 55 10 :DRAINAGE AND 1 .................... ....................... .: ........... • : � :: REATION LANDSCAP ' ' ?::.::: / 123 I UTILITY EASEMENT (TYP.) I 165\`.................�.............. �r\\ y I I 59 I / ' 25' P.R.D. :i:::'t:i:}:: r,.rt. 55.0 - - -_ - -- - - - - - I .•� _ 157 - - -- - - BUFFER 195-..v:::' ,_.1:: / \ � _ LOT INTERIOR � 2 � � _----�.......,� » , - :..................._..... � . 55 FT 122 60 - - 158 _ .. LOT55 FT. PERIMETER 164 .�- _ --- -- -- slo 121 159 .61 o UPLAND PRESERVE AREA \... c� ,.. -- 119 1181 1171 1161 1 1 5 •:�, \ C;N':C.: TION/LANDSCAPE. 63 Z 161 ,; - ....., I - a I - _ - BLOCK 3 L. 25` P.R.D. _ 62 EA I - - - BUFFER - B E tt�1ft � - _ m RECREATION LANDSCAPE AREA _ :...:::........ :.:, ......... BLOC 3 v, T O LANDSCAPE I :.' : 1 I( I - -� zRECRU 72 2 I! TRACT H :;:;::::::::' I AREA I i I I RECREATION/LANDSCAPE•:', - ; I 1 I 1 I 9 _ :: I I I I 15 1 1 1 9 11101 111111121113 114 63 _ WarEReOOY/LAKE REA. -. o.r1.ac,:: 9 95 6 97 1 t 98 99 100 01 102 103 11104 10 06 107 108 1 I I ,N. QN00'00 28"W760.37ill - - - - - - - I I i ♦ / - - _� - -- _ - -- - -- 64 y y WETLAND LIMITS +++ : l 1 _ __ -- 171-- -___ -_ _ -_ ol 91 _ _-- -- --- -- -- ------ - ----- - - - - - BLOC 4 65 Panel: 66 \ 3, 88 Acres /� '^ 48 OTS (2. 5 CONSERV ON ,< AREA - .57 AD. I 1 EASEMENT. �l rl y 67 Ytet� -1 1 82 1 81 1 80 79 1 78 1<. 71 1 76 175 1 74 1 73 17 171 170 1 69 1 68 L (LOTS 63-6�) G 88 , I 87 • r 86 185 I 84 83 �, ,TRACT G +40 aoJACEt+T 5 CONSERVAT ON UPLAND PRESERVE EMENT C � L 88 ° r� ( ) AREA' ' 6ss'Aa'. CglERC1AL GENERAL Y/7 4 07Z a N00'01 WE 1870.03' r a ro 25' P.R.D.Fi o` N00.0028"W O of O a r �, w -i BUFFER W. 40 W n W . v 0 rn N A- - I C o R .' 3 z 0 0 O O) ADJ CENT O I A • iD 2 tG S 1 Z ..... o a a o _ A 0 � ZONING RM 8 a o o (2.36 Acres) �: J'.'. :. � (n 'c r � r.. '0 A � � 3 r r< o P O 'p O O _ ' S - W S O m= O Q 0 S LAND USE: RESIDENTIAL USE (MULTI-FAMO.Y) S -1 -1 W �D A. N G, .. gyp, w A .. A. MED DENSITY (UP TO 8 (!NITS/Ac 6 'e : .... m ,fDV 4► V 'o3 N_ o o h v? w EET NAME SIGN � � � .� m .fl G' si' ,.+ ; " a J " §T'OP SIGN N -1 0 o c rn c o o rn c WIDE .WHT... N ro G ^ (r m m �_ !^ m .�-. 0 R rt Q r r I, 0 1 . � O p S. t� W O �O�o W a W N- O '•'- W N _ � . .,... CD CCA CD Cil00 �. rn o �; cox O rn 4 2 SS HOE \ : ''.'.:'.1'li'1''•'A'.`,', C; El; S S `� o s o o a tirGsr a %'. CWNMERCiAI, C�St2'. N N x N c u 61 a - �"°''1NCtaJDED'.1It,'Pk1Q=R) . cow ADJAmaT l... P (11 ZONING R-MH (A w. s rn wi T . ..'.::::.' .r ..'.'''' ..... - - LAND USE: RESIDENTIAL USE MOBILE-NOMEI ...... , ; LOW-MED DENSITY (UP TO d UNITS/Aa) O ,rt r 5 0. s A � ^�sr •,•� Aw N I: 6' CONCRETE ` SO SIDEWALK 2.68' ACROSS PROPERTY LINE AT -CORNER p i o I r it { Q \ N \ N OD It ~ tY5 c � ?� W a 1 N IM * 00 C' m E- 0 0 0 LAW� o z�Np� �W =U'1-WOE}i=-Nj �d=�woaiogo=t�, ra�Zwo�aar3a V. tr Wa�xOZZWpJ Z p,x-�ppWOpm�' o�wS�ii�ww3j� a�po aG� N� sx r=-a33w�N�w�acpi d Z J � Q_ J m I= cl CT) W cN Q j 0 _ DLL. W o <L 0 Z z QW f Z z LU %w � o CO� Q N 6 06 z a ; W ¢ LA. N J • �0 I'- W " � U LL 00 W Z L`• _j N W o� -W w J U UO 1- I J Lij 0 dd ~ CJA( _ I 1 U PH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. N0. 57 WILLIAM P. WARD G. . 57605 D 15 w SHEET 2 PROJECT NO. 03-022 m;am WEIlAND AREAWMATION; l�P1E1lQ STW WATER AREAWTEN q:[!�B A 0.80 AC 0.6014 'B' 0.78 AC 0.219 0.40 AC 0.15 AC 'C' 0.47 AC 0.479 v S.65 AC 0." AC 1.43 AC 0.22 AC 2.12 AC 0.41 AC 3.39 AC i 2.46 AC 0.93 AC i 5.01 AC 043 AC 19G AC 1.68 AC 0.84 AC 0.16 AC C' 0.57 AC 0.57 AC 0.71 AC 0.57 AC 0.10 AC h' 0.33 AC 0.33 AC a16 AC a16 AC 0.23 AC 0.23 AC 0.19 Ac 0.19 AC V (t) 029 AC 0.20 AC 0.09 AC LOTS, BLOCK 1 6.02 AC 0." AC • 1.51 AC « OM AC TOTS, BLOCK 2 4 89 AC 1.47 AC « 0.42 AC «« LOTS. BLOCK 3 10.75 AC 3.23 AC " 1M AC «« LOTS. BLOCK 4 7.98 AC 0,78 AC • 2.16 AC « 0.72 AC «« LOTS. BLOCK 5 1.19 AC 044 AC • 0.34 AC « 0.11 AC «N W17-0-WAY 6.87 AC 2.07 AC 56.25 AC 3.02 AC 3.33 AC 6.51 ACT 5.82 AC •««' 1138 AC 291 AC ASHBURY PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT MATCHLINE SEE ;SHEET 4 r--r IQ. cllf, i7�O@� . Ole' S OF QED o Q : �q �• , 4 IDEK $ oQ p% o n O r XN \ ? gel\,�. (,i'1 =3 n ! ��� PRIM * fi - - - - - 8 U1 iU CD 3 O ----------AL � t c§. <6 T 9� , 1----------I _ a���' DRAINAGE =25 & UTILITY PLAN - - - cn (f3 ?j------------a- NOTE: MAIN ENTRANCE ., , .. HIV 8 / m zl SHALL SERVE AS THE \ CONSTRUCTION . , �� - - --I - - - - ENTRANCE. - - - -' 24 M.E.S. - I N 0) 5 1 DRAINAGE STRUCTURE EXISTING IS" M.E.5. F'I'll"T INCLUDED IN P _ TOP EL= 21.07'! INV.EL.=lq.gl' A cn A - - - - - - - - - - - E. INV.EL.=I5.g3' (18" RCP) Fd 2"Iron Pipe -- - c- -- 1 g r SITE BENCHMARK: Q-- -1 TOP OF RAILROAD SPIKE 34.Ot AC TOTAL OPEN SPACE � SOM GROSS RES109MAL AREA • REAR 25' of PER9IETER LOTS ««« A�TEReoD�s slwt Nor COMMnTwin 3011 Sum > 50% RE 1 N E D G E TURN 0 UT © �\ / \ l 2 - - - - - - - - - - - « 30% of NET AREA w LOTS tCttOSS PRESERVE - REI9EATI010 • NEr THE Tow OPEN SPACE AREA ELEVATION - 2 2.2 4 N GVD � I ` ' - - - - - - - - � � OPEN SPACE RE XAM SSM AC Y WX - 28.13 AC . o MAX. WATER BODY ACOOMABLE 30% Y 28.13 AC - 8.44 AC «30% OF GROSS WIT -OF -WAY AREA 8.44 AC > 5.81 AC /�9- - - - - - - - j 10% OF NO AREA OF LOTS 13 PNWE EXTERIOR MM'ERVIOUS OPEN SPACE M VACTS .I' . TP, I.% AND 'M' VM AM TO THE PREI.MM M PLAT PUN, , (POOLS. DECKS. PAM ETC.) SRE DATA AND LAND USE TABLE, AND LISM/bEPICtED IN THE DRAINAGE STRUCTURE R 50 - sn.� CONCERW PAA.. BUT WERE USTED ATED AS AREAS WITHIN TOP EL= 20.58' d0% OF GROSS AREA OF DE01Ca1Ep RECRFAINXML ABACI RESMEWK BLOCKS 2.3. 4 AND 5 __tn c a f E. INV.EL.=17.81' (18 .RCP) / , �- �. �\ INV. EL.=I5.g5' \ ���, �- --1 \� DRAINAGE STRUCTURE 5� Dt� .�P✓ �, P �7 TOP EL= 20.60' FIRE- XISTHYDRANT ® OV" c!oo = INVERT FS X STORM DRAIN MANHOLE rO P4 Q x TOP EL= 21.7q N. INV. EL=17.6q; (30R P !lFEglc�O. !•AC'S s `' \ / S. INV. EL=17.65 (30,. R L G E N D o- O W. INV. EL=17.45' o INVERT GQ .r `\� . `f GUARD RAIL f WATERBODVLAKE iO % - - - - 125 BUFFER 1 DRAINAGE STRUCTURE 10' DRAINAGE AND _ . l� - - - - \ t� w F \ \ o � 5' \ TOP EL= 21.50' • UTILITY EASEMENT (TYP.) W. INV. EL=I7.g2" (24 RCP) 'S5.0'-- ADDITIONAL �z --- - -"-- ) SETBACK I 10 - - - N. INV. EL=17.83" (30" RCP) - - -N E. INV. EL=17.85' (24" RCP) WETLAND LIMITS i 3 IS z h ti 7.5 [7.5INVENT \ 7.5.1 I-7.5 INVERT L.=1q 24" I' I' al to 1�2 EL.=18.gT ,- - - - - - - - - 11 h0 q 10 TRACT X (NOT INCLUDED IN PUD R) ho \ I DRAINAGE STRUCTURE - ------ TOP EL= 21.20" N. INV.ELEV.=1q.02' (15 RCP) i o i -- 10 ♦-- :,----- ���� I I s� 0 3 yyj 200 s yW4 N W w z w ix w N > a L.:I .- N t'7 'P to H a 0 o N 3-3 311 ° O lz M -5 G -5 W 2 O D V U v tU�1 p dK wo w W pNOy � 0 NUJ S ZUwa 5fW rw W�Uam O == <�aw�ZWo�Qa yi a'ww<cx rz Og 3 rSoa mrrS J QW2=���WW}��K ��Nil r �• 2 ■ J � � a; �' au LL a Q ) Q 000 O W o LL O C`A zOR Z'Lu .v S m N O ¢ V N „x (z) o W = j g co c� W ¢ LL N W -J z N o X o Lj- M� U F N rn w 0) W " " t � J IT04 J U � v Q J Q CZ L J w ry ^ r) YNZ a J i- U Q }. m W U V/ T FlCA710M JOSEPH W. SCHULKE REG NO. 47048 ❑ JODAH & BITTLE FL REG. NO. 573 ❑ P. ARD FL REG. 5760 DAT : OU 15 SH T OJECT NO. 03-022 D G �I z c z \ c L \\ L c L c. L V 8" `]TOM\THE 'F•ACE A(I Cl}RB SHALL CBE 'Y `ROAD\CURBI.NG IAND, AR�'"H �:A1RORONDDAARREA SI;IP NI (SEE. DIMENSIOt :Y ACCESS WITLki f :WIRED,\AT �IE GATT A BATTERY BACKUP: 34At AC TOTAL OPEN SPACE 60.0% GR05S RESDENiiN. AREA _ Idooz > REOIARED I ....» THAN �:. `. ..... "RElft 25 LOTS MIUERBOOiS SNAu Nor CONSTiIUiE MORE Sox OF 1-MMt 7Fi TOUJ. OPEN SPACE AREA y5•9y, v w 82.85' ^3.73' S8. 0' ors;� ">. ,r 30X OF NEr AREA OF LOTS (GROSS -PRESERVE - RiCRfATi01Q NET OPEN SPACE REOUIIEO 5625 AC x 50% 2&13 AC /. s.. 55.00' 41.27' 14.53' - 58.20' :a r „s. 307 R=19 30$ e / :r x: 80' 3 NVRER BODY ABLE x 2&13 AC 4M ERA.; :•:•:•:•:•:•:• O. 8' rANc. ACOOUNT Sox ABC &44 u-,.r 382.d �! - - L r d:•I ---�--�------- 30: OF I�SS Rkdrt-OF MAY AREA &44 ABC 5.6i AD �R ,o :... 2 o, r / • ,:. ' 305 R 202 11 - 1oz of NET AREA OF LOTS IS PRA4ITE EXTERIOR NhERVIOuS OPEN SPACE /. A /. .. , <:- :. '" (POOLS, DFCKSf PATIOS, ETC) (ti TRACTS A, , tc'L AND 'M' & A ADDED m THE PRElAAeMRY PLAT PLAN, ,, . • . 'Q`• ' ��• .: � /4 WIDE - � 303 304 ts5.,3 � 'ii � r- • . • . • . • . • . ...-,� ,,: / . - \ . ., \ S4 '��t �.,,. _ -• --'-"'�"'- � DATA, AND IAND USE TABLE, AND IISTEO/bEPICTED LATHE hh s1rE .: �Y CONCEPTUAi PUD, BLit WERE LISTED�AS AREAS WITFI1i J•�t6. ; � "' . ' • ' SIDEWALK � • ..� ., ;,;r-...,... ««. „ -� ,� '< :.:.:. ....: ' , . p . , 55,00' 55.01' aDX OF CAOSS AREA OF DEDIGTED RECiiAllONAI TRACT KWENIAL BLOCKS 2. 3. 4 AND 5 D 6RB) Z9 / !O . / / .� ` 1' 55.03 - - - � , e ' 'S�' •''? " • : • . • . • � • . • . - \ is �."�,•.-: - ... � 82• 55.1 -- - -- E pE o �, s s i 91 --- -0 - \ \ .0 0 / 55.OD' 38.50 16.50' -01' .- - -- , r ^ 1 r r , (" ,. 7 029 SF o / -1 r -; pLAt�� / C/ / _. _ , r w- it I I I I 1 I I i 1 N \ �p \ ---- - o IF �, �- r � r � -r � f I I� ; I I I I I I i I I ITRANC/ / 9CJ / I I { { { { I I I I I I - I 1 1 I 1 i I I I I I I 55.0' Tm •'� � , >> • 7,029 sF/ 1 ;i - - 125' BUFFER14 1 I I I f I 1 �,. m ;F• ti - { ry / ORMhV� 3ssaos�oJ.�J ` ( 0 I 0I I II II II l I �oII PD �I{ I{ I{ I {_ 10 DRAINAGE AND o AoTeAc? SF 747 SF I •/ /7,029 SF 88 87 86 85 84 83 I 82 81 �I 80 I I 79 I I78 UTILITY EASEMENT (TYP.)5 0, . I I �I .7,474 SF ,,9sa SF .171 SF 1I J , . I ,8$, I N 33, 75 SF 4.76 Ac. J �.. I l MP79 1 _._.I L---J L--J L----� L---J L---J I L---� L---� L---J I L- -J I L---� L- �2.7, , I i 1 1 1 I� 7.5] [7.5' 7.5'-) 7.5' 01 100 a to r1 1� 50' I%d 2'1.P 5' CONSERVATION N00°01' 1 "E 1 335.4.3• al a F EASEMENT Fd 3/4 LP ?� LOT 88 ' T O �, a �' x ♦ 7�' 25.00' North ( �' r - W N O U7 'n O N T O m cn Gi1 = !� O M No CTT C� T cT� -i O T m -1 u " m W - 6l Cm' -` Ci In m-i p ��-- - 10' i-�'---'�--�'- -/ 03x 'J r r- m ..l _ N ' © m - U1 Car N < 7° v! m W 3 O n�, - N 3 55.0� 10 DRAINAGE AND 6 -1 c� r O tr < ' UTILITY EASEMENT (TYP.) �o Q < U' < tD b 55 FT. .LLOT - INTERIOR-------------- o z � r-r• .+ 11 55 FT. LOT (PERIMETER) �_._-. - .- .. ,,.-- MATCHLINE SEE SHEET 3 I I jj +j i I - I ASHBURY PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT SECTION 6 & 7 TOWNSHIP 31 S RANGE 39 E -- iNDIAN RIVER COUNTY, FLORIDA I GRAPHIC SCALE 50 0 25 so 100 200 MATCHLINE SEE SHEET 5 I' - - . -I * .} - 1 .- wow-. _ .�n.��p -. �i ��i - - : -�-� 1 m yr .i. v . :•, ... w L- •► ( IN FEET ) 10 I l o n 1 o� °� ' �t 1 L wt�'"�� 7 689 SF I o 1 17L �' 1 inch = 50 !t- F c Lo ' - - --I 1 611 1 I OUNOV NAIL'* TREt �' �' � � Ir ` � Fr -_-__ 1 6.181 SF _J T g�.4 N vD 188 \ 0 ELEV�, 2 ,y N cC L_ - -• - (LOOATION MARKED BY �THERSl' t w t 150 , - _� L• LY L _ � I N I oo'o L L _ � 1 14' JURISDICI710NAL , 6,3$9 SF , t � a i 6 t t 6.454 SF l WETLQDAC) �I" o l ; Ln 171 i 9 I `. 7.814 SF ( N � j 6181 SF o r- , /' t o --- W ► L� 189 ' , t 151 N .4' WiD� t cZ c(t) r _08'ztr L_1 ( I do o L L _ _ ' D 0 1 6,050 SF SIDEWALK o t t 6,050 SF z L 4 ( { o o' p 8 ,, o o, I � �� .y: � �� , o LEGEND � " ( 7,872 SF ( i �' { l70 I N .v. �.' y . w r• .v. t t o t � trl '" I ( '�' °' . � � .ti a'•�' �. >' , p •. 41'�wI DE 1� r•� , 0 M L- - - - - - - -J I G O 16.181 SF y • v D� +O .� jj ■^j t ,F 5 EWALK L, m SZ'£4L - N I l_------J f NC U, !9L! t , �t C l sv f-- - - - - - - --� { �: .00-01 L �. c`' rr•1N �. : o , 6,050 SF : a , t s.05o s . WATER60DY/LAKE Cn `4' .y L y .L' 0(,ID y p , e:� "7C �, I w ti N o t o in o � d z d rn I 7 i s p l 1 169 ico t t� a 1 • ky N O ' in 7.864 SF Lo / v i v , O : , 1 0 L_ _ _ J 1 6.181 SF { � v.' �.. �. .� .� t 15 0 -- r 3 ik t t WETLAND LIMITS L J u v u- W , t w t 6,050 SF Z4L OS i10.00' 'm _ F (•----------- 6,050 S � 'ot t , L � `V `V V' t ii ' ' -•- •"1 t W ti ' t ' „'1"' " ""' I 6 I IA gl I ( �. �, : .� l __t t� 1 ------ , , F i I o to I , 168 I M ,.,,. : �.: :� : : f t tj r r f r 1 TRACT x z I I 1 154 1 NOT INCLUDED IN PUD-R) L_ $9 S _I I N 16.181 SF I --------- m2. t 5}3�� t 1 "--------- £5 04 L 4 1 _J , 3 SF �` s ` i i o.00' � / `� `'• •', `' � - � 19,� 6,87 + Ul o, Ilk o a L 8.208 SF ) I °' 1•-• 1 TO.oTr - { 7,648 SF i 8I I _ "000 - I i r 10 DRAINAGE 1 UPLAND PRESERVE AREA L - '� i �- - _ - i ) L 6.181 SF i '� - �. v w v. :p w j EASEMENT ' • .v .v u. • 6,885 SF - 4 i I� M i , RECREATION/LANDSCAPE ARE I o-- I I �. .,- .� �, EASEMENT"' ......... . ...'. '`; ... .A 1 I C0 3.82 / q�..._ / O.Op• ' 7,439 SF / /� ' I i I a3a ... :� �,. �, �, . •FOUND�•NAIL-.1N'.TRE. �,. / i .5.8ti -`� - ""j ,:.... �, . /.:.TOP'.EL'EV:..= .22.28 - . - y ( L 6 181 SF I ` x'�-^ ........ LOCATION .MARKED .BY- ATHER o a _ ........................ 7 r _ '� _ \ 1 I .. �. ..... .... ............. / / j I -- -- _ _ _ 1 ' ' , .. ........... . .....' ..' :: i < 6,885 SF SET PERMANENT REFRENCE MONUMENT { I� a2 \� , i it \ / PRM z. 193 p .. ........ i o0 DR \ t / I / o 3 i ( AINAGE \ 1 0 0.' . ....... / p`b /� J� I / \ I .......- d J EASEMENT i \ io 7 090 SF ..' ...............'.'..:......':':..-` / \ oo� , 7 201 SF I I I / 1 0l { .. / \ o \ / J 4 ►' 25' P.R.D. - - - - J I � •'p1: 10' DRAINAGE--� \ 19 1 ...... .. .. •�� / - - i 165 I \ 1 , �.- LF \ BUFFER �'u, I -:' J EASEMENT \ \ \ :. /.'.. . - - --I---. :. \ °� 7,090 SF 1 , .. .. - /- .... " P p AT N .60-o£t o l 7,457 SF i \\ t J :............:.:.........:... ::. a. - ea Lf• 157 ` LAND USE TABLE & ❑ EN SPACE CALCUL IO Si { �o.a'.'.. �\ \ i ......'.169:34.. .. .. '� 0h \ 1 �s. 7 F 4. �• cn N 1 .,. a .. - ... •o .090 S \V ,. 5 _-•;-;„Y� rY �' g / \ \ i \ 7,271 SIF 1 a / / II eo t 4 WIDE N ... / L_ _ - _ - J I SIDEWALK \ i / �� / W \ \i , •Z9'S£L � � � \ •: 4!. •WIDE•• • • � ;::;�,., ,. ,....,, .,, .".; - - - - - - - \ t 1 . .. , s. ' ary:+ =". -, \ /64 SIDEWALK 158 ^ (- r \ \ �. ga+�'? • 55:00' S5.00' 47.84' l fi_ - 7 961 F i.l.( k� rn 7,717 SF /� /': 9 .-. 11 s ----- ----- --- \ �\ S / LLJ vs 2 1 f ' 7.842 SF \ - - - - _, \ Sib / Q o\6,885 SF 11 / 1 i LW c�L. • • �tip• : o o I \ cn 'Os i • ' / :A- : C I jI W N a �..:... WI :-•.:-...-•..•...'.....•...•.--....•�-.-: ao. h., ��. ��.-•��..../ • • 163 A 162 161 \ i • �::�. ............./...q .'4 :WIDE': .•::: : y / I1 W G. RE:CREATIOI���.ANDSCAPE . s.2a2sF s.272 SF 6.45o SF i ...\.... s - -- / .. �� /:. ::::::SIDEWALK . , { { i I i 6.885 F V _ z y 20,.49$- SF . . 0:47 .Ac.. { I 1 59 J . . .'•'•:•'''•: :•:':•:4•::WI .. f III I _ - . . K . r., Ra ,. Ts' _ SIDEWAL . \ 28.a :;:,U O �F ' R= 110' rs L _ - J L. _ _ ._. J Ile'-at�A+►� 2 407.�T .`fix �: a - II U / of a 4 \ o EASEMENT /• s z _ _ H 4 02' •B f• R -1890' _ - Q 51. /� - --- .pII' :\. 35 R ir: • � r . 4T.41'` '53' _�,.oe=•- -^ I - - - ( 7' 55.00' L --41-t71-- - �{r08^ ' 5`s 0 �i i- �1 r . ' / f =,89D ---� r II 10 DRAINAG� 3.73' / R . . • .: . . o 13.73 -- "j r { I I I (EASEMENT --I TRACT :: • H:::::::.: ' o o 92 / I { ► I i I 11, o o '� I I I I 1 I p 11 I I Ip :::::: ;RECREATION : LANDSGAp.E ::: :::: r :. " 7,801 SF i I 1 I o l0 1 �{ rl I i o� / d �.�� .. �.,:. / o / I I I i I I Lo a to i pl !� I Ir I I i I� I � ::: IMP:: AREA: = : D.30 ' AC.: 'S0� :.: / . �s RLL:.36 .. 4 wIDE / g o to I 98 p 1 9C' I 1 11��} 101 - 1 �2 1 �3 .....)-.. �s/: -< /o I I I I Io 1 Ip pl i I :34,A63: :.... . . . . . .... SIDEWALK / o I p I o i I i� I I' S,916 SF I 6,216 SF ! 16.216 SF 6,216 SF 6.216 SF z" :::::::::: .::: w::: �::: ,a, x l / 93 I ' 194 I� 195 I� I 96 {� I 97 r s,22s SF I i i I I I I {{ a Z P�. .: - - ..,,gym / 7,87T SF I 16 050 SF 1 16,094 SF 1 I 6,226 SF 6,226 SF i I L _ _ - J L - _ - J L v . _J I I .::' �� ,� . ass C I .� �- - A�J� .i.� �\ ,. 3p 4,•.� _ I I I I I I I I _ LIi ._ ._,.--- ------------1-1 P L 4 J TRAM GROSS AREA 13FSREM WETLAND AREA PRESERVATNNtSTORWATEIR ems; BEN ARE0. PEC A on AC 0.e0 AC T ale AD a21 AC 0.4o AC 0.15 AD V 0.47 AC 0.47 AC TP &65 AID 0.77 AD 1.43 AC 0.92 AC Z12 AD 0.41 AC T 3M AD 145 AC 033 AC 'F' 5,01 AC a43 AC 1A AG iA AC 024 AC 0.15 AC C' 0.57 AC o.e7 AC 11' 0.71 AC OS7 AC ""' 0.10 AID 1' OM AC oa3 AC J' M 0.16 AID 0.16 AC 'M M 0.23 AC 0.23 AC • , t , a9Ac 0.19Ac 'M' (1) 0." AC 0.20 /c On AC I= BLOCK i &02 AC 0.99 AID • 1.51 AC •• 0.50 AC a•• LOrS. BLOCif 2 .89 4 AC 1.47 AC « 0.49 AC •"� LOTS, BLOCK 3 1a15 AC 3.23 AC •• in AC •••• LO15, BIAdT 4 796 AC a78 AE * 2.16 AC •• 0.72 AC •••• Lo15. BLOCK 5 1.19 AC 0.04 AC • 0.34 AC •• 0.11 AC •••• RKiR-OF-MGY 6.87 AC i 2.07 AC 56 25 AC 3.02 AC 3.33 AC 8.51 AC 5.82 AC �..... 12.38 AC 2.91 AC O 0 s N W N s w � I rl NI MI ehl In a J M O 0 3 '' 3 sIi W 000��o SZUQO.-. 1=•-N� rWwac���m;oW • ���a��,Fow a?a�ZWo�4a�� zo��oowv�m�g WOlzVz WWa`(iW d'd ��a33�i�N3w�av U� J _J 0 0 Z W � a Q 0 ca rn O W o LJLQ � 0 0 oo Vw Z i- z z il � W C} 06 N � ) (z)o >o W g Q LL N J zoF� 5az �.- L o N u` L` N W < W i_ _.J j qT CN L.LI U � VJ i� a J r z w n MPH W. SCHULKE REG. NO. 47048 QJODAH 8. BITTLE FL REG. N0. ARI FL. 6 605 UCT 1 5 2(106 D E: _ EET 14 V PROJECT NO. 03-022 of' 0,97t'b, 4- (1 S i I II ASHBURY PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT 7 TOWNSHIP INN � & 3 SECT1 Sq RANGE 39. E INDIAN RIVER COUNTY, FLORIDA I GRAPHIC SCALE 50 O 25 50 100 ( IN FEET ) I Inch = 50 ft - - - - - - - I - i I1 TO DRAINAGE DITCH NORTH OF CR I ( Q I 512 R/W TO COLLIER CREEK, I I I THENCE TO SOUTH PRONG OF I I j SEBASTIAN RIVER { I I i III ' EXISTING DRAINAGE OUTFALL TOP OF BANK -----fi--- - --F- - - - - - - - - - - - - - - i �- - - - - - - - - - - - - - - - - - - - - rTOP OF BANK SWALE SWALE DITCH Tpc# E --- ---- --- --. EXISTING I - --- --- -- --- --- - -- - -- - -- - -- -------- i OUTF cHooL i Sebastian Highlands Subdivision, P.B. 59 PGE. 14 FORo OVERHEAD FPL HIGH VOLTACE ELECTRIC LINES I °a �EXIST. o _.-.... .._..._., __-._ .._..._. ___._ -..-.. ...._.- _.__-.. .....__. _..._._ .....- POWER LINE ROAD ._..__. _._.. ._.._.... .._.__... -,._._ ..... _._... ___-._ _ .. ...-.. _- _t__.._ ......._.... .... OARE-GRADED EXIST.._._._ EXIST. ROADSIDE SWALE TO DIRT RD - EXIISTING DIRT ROAD BE FILLED AND RE GRADED DIRT ROAD - EXIST. CONTROL STRUC \\CONSERVATIONS \ \ \ TOP 24.41 I DITCH\�SEMENT (LOTS 13-19) 25' P.R.D. - BUFFER - , DITCH \\ INV. TC 18 35 I _._- _ _ _ _. ... ____- .._ _ _ - _ _. _ . _� _ _ _ .___r _ _ _ _ _.__ _ _. iNv. w) 1 i.s5 W PRM OVERpEAG�FPLTRIC INN _.._•_. .._,.._. __-•__ _-.._. V-NOTCH INV. 20.6D (� e2- 323 � 6 4' 0 0' S• 5. 5 0' 5 . .0 Mz. 7_ZlYz - -- �' _ --- --- --- --- --- --- --- ---- - - -- - - --- 1 rr I W o z -� -D 3 f �1 1 I I I I 1 I i I l I I i � It- -- -� r � r � r � r -I r � r � r � r � r-� r -� r- � r � r �+ CC r I� I I _I I _I I _I I I I _i I _I I I I I I _I I _I INV. 18.4T8� � I _ 10' DRAINAGE 1 I I� WI I wl II I WI II I WI I WI I _I I wl I WI I WI I WI I WI 0 0 0 0 0 0 0 0 0 0 0 z o `+ / �''� \ EASEMENT -a1 �-" I� �I t �I I �I I �I I �I I �I I �I I "I I �l I 6I I �I I �I I 0I 0 0 0 0 0 0 0 0 0 0 0 0 0 z z o; F �� \ 18 �+ i, 19 I I 20 1 1 21 I 1 22 I 1 23 1 1 24 1 1 25 1 1 26 1 o I 27 I I 28 I I 29 I I 30 I_ I 31 m W p p o\ iI g 6,356 SF 7.150 SF 7,150 SF 7.150 SF 7.150 SF 7,150 w 7,150.SF 7,150 SF 7,150 SF 7.150 SF 7,150 SF 7.150 SF 7,150 tW 7,15 n_ nI ^ \ \oo\ 6.885 SF it II I I I I I I III I L i III III III I I I III I I i I I III I I I Q m too o, ��. 17 \ \ I l III I I I I I I I I i I I I 1 I I I I I I I I I I I sIDEWAi K l I w O 3 > >,\ 6.8s5 SF \ -II IL'--_j L---J L----J L---J L---J L---J L---J L---J L----J L---J L---J L- -J L--- L-_ W =m // \\°'$\ ` -- ----- - - - - - ---------- - - - - ---- ------- ---- ------- - - - - - - - - - - - - - - - - -- - -- -- _ .121.33' 30,57' 55.00' 55.00' 55.00' 55,00' 55.00' 55.00' 55.00' 55.00' 55,00' 55.00' 55.00' 55.0a' 5 f W 9 .:..... xa -'� cr.)I 16 � � ,r,�.'.. .,-r,.4. >w.,. ....., .. ., . _...,. .,. .< .. , _ _ . _s. ..•..r>...... �' _ ,. .c.. .. , - ,. a ., ... r ,an ,. ,_ ,. _ .. ..,». �.< a. ,.. _.., • , .. ...- . , .. 1� , ,.. �.,. ...r .s , w, k-.. ..r..-. . _r , . .._. .:,... 1.,.. ;. _ emr n.,v. .s_ .: :F..�e^,_ _cr?�.,x, }r_._ . .,: ., n.. x,. , �a ( �o � \ / // • 1 ,$O /.Z.z<ss;�✓'r - 'r,hO co 6.8s5 SF 11 212 213 52'16. - -2�17 -rW Z - nZ --1 q*n r j J O \ iol / EXISTING LAKE / SEBASTIAN EL MENT Y SCHO L \O\ t•y•Q` W CONTROL EL. 19.75 6.885 $F �/ �50.23' 55.00' 55 55.0055.00' 5594.29' 94.29 55A0' 55.00' Z LAKE BOTTOM EL. 8.0t - - - - - - -- - --- - - --r- ---�- -r-- --- - - - - -- - ?' --_------ _-- 11 it o I II I I I I I i I I I I I II oj f I I WIDE RAING Mm--f0 183 1 SIDEWAL K rASENT Too10 DRAINAGE "•°� EASEMENT 7,978 SF W / I la woI 14� wID1 178 179 1 180 181 182 E 145 176 �--------J LIDEWALK7Q7$F 144 I 143 nJ oo 16.627 S,,,6,050 SF 6.050 SF z 14 119.29' 119.29' 6,050 SF 6,050 SF INV. 18.32 II ' I!1 Q _ / APP 0 I ATE LOCATIO ONAL HIG - - - - - - - EXIST. �6 RCP _ / 6,885 SF ^ \ 8,910 SF _[I II I ( I I I I WATER Alm AVERAGE LI.V. = 22.28"I N � I A r - - - - 4' WIDE, I I r Lam_- / IL--_J L---JI IL- (LOCJ,ATOI�MARKED BJY TIERS)--J L---J N I SIDEWALK j �I I ( N L - - - J L- - - -�I' - - o I 14 INV. 19.24 n W 1j0,aa• �- ,J J \ \ / I 1 I 184 I l o S 6 r v i 50.23' 55.00' 5 .Do' 55.D0' SS.Da' S5.00' v 6 501 SF ( I I 6,501 $F (A ' ` 1 f^< / \ �� 6 325.23' sue. _ - - 55.00' 55.00' CD f �J J 175 i 110_00' 2 110_00' 13 1'^ ° J s9,o SF / 4, - - - - - - - - - - - - - - - - - - - r - -=-- 1 4 • I r- ----� F 1 N 1 J I I 6.885 s ( I I R/w I I 185 147 I ------ _ oL----- - 6.050 SI I I 6.050 SF I o - DD'o£ ,o 1 J po �- - - - - - �0.7$' r 6tY- , y2.2s' ^I^ ^^�n�'v`^^�"„ L' _ = TTT1.QiY = = J ` (_ _ - _ _ - � 12 4' WIDE W T '(Q' DRAINAGE {, ( r.= _ _10' DRAT -II IAG SIDEWALK 174 I b .....���.�,. , �, 7,289 SF 1 I 1 1 QASEMENT tO 11 +73.64 EASEMENT c° L �-- - I -..� �� I J o �. ) 1 L 5,890 SF _ .ti.... �., ,� 186 ` 1 1LA 000' ' �. �, . °° 6 420 SF °° ' l 1 °° _,5 �'�£ _ _ - I �' k - ��,, I ^ _ I a I 6.570 SF J o WAT �2-fMA M N 4' _ -- E o -- 11 11 N s EWALK 173 I _ _ I 11 1 I j a I , M - 000L� ..1 4 N-_,000L<_ J , �o 7, 497 SF 1 $ I I 6.181 SF n E .v .� .1. ,� y f" 1 I a I r g r...,.... r. I 10 DRAINAGE I .IyIURISID� JC�ITIONAL �; I 7 �, j�, 1 ` N N L - -- - - -- - - -j ; .r'i i EASEMEN J „ P @.Br lA i A D WETL46 UN1� rn I 18/ �o � � 1 149 1 (41.43 :A6) :� y o 16.690 SF 1 1 o y 1 6,t378 SF ......n.rv.n Q, 1 MATCHLINE SEE SHEET 4 LAND USE TABLE & OPEN SPACE CALCULATIONS. LEGEND z WATERBODY/LAKE c 0' zIV _ - - - - - - - - - i 25 BUFFER 1 WETLAND LIMITS 10' DRAINAGE AND - - �---S• - - - - - C_ 55.0, UTILITY EASEMENT (TYP.) I ADDITIONAL ..... SETBACK _ _ _ _ _ _ _ _ _ TRACT 'X' (NOT INCLUDED IN PUD-R) 1 1 7.5`j [7.5' - - - - - - - - - '-, �- ' o r:. 7.57.5CAto q to L UPLAND PRESERVE AREA I 1 1 1 tt L 55.07_ 1 _10 DRAINAG D ��.��J.�.���..a UTILITY EASEMENT (TYP.) 55.0 -- -- -- -- -- .:..:.:.:.:..:.:..:.:.:.:.:.............. . • • • RECREATION/LANDSCAPE AREA ...... 55 FT. LOT INTERIOR (- L 55 FT. LOT (PERIMETER) PRM SET PERMANENT REFRENCE MONUMENT { m WET1AND AREA slPeN on EEC A Om AC 0,80 AC 'B' 0.76 AC 0.21 AC 0.40 AC 0.15 AC 'C' 0.47 At 0.47 AC 'D 5.65 AC 0.77 AC 1.43 AC 0.92 AC L12 AC 0.41 AC 1" 3.39 AC 146 AC 0.93 AC 'E' 5.01 AC 0.43 AC 1.90 AC 1.68 AC 024 V 0.16 AC C' 0,57 AC 0.57 AC 11' 0.71 AC 037 AC •"" 0.10 AC T 0.33 AC 0.33 AC J' (1) 0.16 AC 0.16 AC t 'X' (1) 0.23 AC 0.23 AC 1' (1) 0.19 AC - 0.19 AC IA' 0) 0.29 AC 0.2D AC OA9 AC LO15, HACIf 1 642 AC 099 AC • 131 AC " 030 AC •+•� LOB. BLOCK 2 429 AC 1.47 AC " 0.49 AC LOTS. BIACK 3 10.75 AC 3.23 AC " IIA AC'"' LOTS. BLOC!( 4 7AS AC C78 AC • 118 AC " 0.72 AC "'• LOTS, BLOCK 5 1.19 AC 0A4 AC • 0.34 AC " 0.11 AC WIT -OF-V AY 6.87 AC 107 AC 5&Z AC 102 AC = AC 631 AC 582 AC "'"" 12M AC 291 AC II + REAR 25' OF PO ETER LOTS •' 30% OF NET AREA OF LOTS (GROSS - PRESEIK - RECREATDN) = NEr •" 30% OF CROSS RXAIT-OF-WAY AREA ' (10% OF POOLS r AREA PATIOLOTS ETC.) PRIME ERIERIOR 6A WOLIS OPEN SPACE W% OF CROSS AREA OF DEDICATED RECREATIOK TRACT •+++" N'A7E16300IES SHALL NOT CONSTIME MORE TIMN 30% OF THE TOTAL OPEN SPACE AREA OPEN SPACE REOUIRED: 5&25 AC x W% = 2&13 AC MAX VATER BODY ACCOIAITABLE: 3D% v 2&13 AC - &44 AC 8.44 AC > 5.81 AC (1) TRACTS J' . V. V. AND it' HERE ADDED TO TIE PRELSIRIARY PLAT PLAK SITE DATA. AND LAND USE TABLE. AND US1ED/WPICTED N TIE OONCEPTUAL P.U.D. BUT WERE LISTED TED AS AREAS W INN RESDENTW. BLOCKS $ 3.4 AND 5 34M AC TOTAL OPEN SPACE - 60.0% GROSS NESOO ML AREA 200 0 r�NZ� y`,� Waa Z���y aLLj a a c Ld �2 W 0- c 0 NN O 3 3 e 'n W O U y O d' W =�Q�am3�W �W��oaJ r xo"' a�aW�ZWzoQan ZOF�O�wp�ms"' zW J•7d-U ..oaxx��W�z3All �VU a S 2 tt �i_a3iw:3y3wDav d� _j C .. Q m: N 0 W M LL o 0 Qto 'o'o -(00 Q 00 o O W o LL Q Z 0 L0 t m� Q aQOOT W N Z o W\o / W _ Q LL N 0 =~ x Wo Vj LL MM U LL Cq W W W E OC-0 J ro U E-- Q J Z LLJ x IZ Z Q J F- U Q m NrW. SCHLAXE NO. 47D48 C7 JODAH B. a FL REG. 57 P. ARD N 57605 DATE: 1 5 M SHEET 5 PROJECT NO. 03-022 v. v4Tc27 ohc� PLAT ASHBURY PLANNED UNIT DEVELOPMENT PRELIMINARY SECTION 6 & 7 T®WNSHIP 31 S RANGE 39 E -- INDIAN RISER COUNTY FLORIDA MATCHLINE SEE SHEET 7 1 130 ( I ..'...... WETLAND LIMITS i 6,535 SF Nl - -I- 1 ,�, y .� v. + • 4 41 l %tl .v •� � - � .ice` Qy N a i I o f o �: W-: y TRACT �F' ,io_oo' it)i 44 r - - - - - - 7 1 ti 1 I 1 y ; : . : +- ST®RMWATER MANAGEMENT, to 4 WIDE � 6.050 SF �9 O I 129SIDEwALK o I L - - - J +' W RECREATION, .UPLAND. & WETLAND PIESERVE 0 1 1 1 0 . ,10_00 ,. 216.Q$9 S,F • / 5.Q1 Ac. • �,. �, LO Ln 6,050 SF y y: :� W r 4' WIDE �, p0 L- - - - - - -J I I ( SIDEWALK I 1 �; . d, yip Oft 1,0.00' 2 o r o 4HI ui I Ln V� ul o R I L- - 6.050 SF a 1 r 710. 00' OD 00 6.050 SF 1 I C4 1 I �- - - - - - -� -tit L------ I I I 46 I r M 110_00' I r - - - - - - -� I 1 6,050 SF \ / t3 a1 >>3 &°. N• 127 =1 44- Ln LO �i L '050 SF to T _ J 1 I �(l0-DRAINAGE - \ 57 I IoIis - _ - - I (EASEMENT 1 IV1 \ n \ o - _ _ rrD o� _ _ -4 4I I in ! I / \ \ 8,57o SF I o 58 1 d' DRAINAGE , ( to �' I I 4� I \ '0 8,528 SF / o I EASEMENT / o I 126 1 0: 04 a 110_00' \ \ \ ' .J L6.050 SF % to L--- J I 1 110.00- ' - I I I I f 8,649 SF 1N fi 1 1 r--------,r to 1 I 6.165 SF N ( 125 P 2 9+57.01 _ - .._ _ J ��00. N 9. 4' _ �' �..`........'.'...... H. 0 1 6,447 SF .00.0t t - - - - - - - { ... \ f�52 R RECR£ATIQN�1dNE '� ......,�I 0SEMENT ....... ........•EA49 to 8.910 SF 290.17' �.:...'.•...::......:............ :..• ,� i o' : � rn ,� ` \ / 55.00' 55.00' �5.00' 55.00' 68.01' l : 0 DRAINAGE 124 \ \ q \ \ / / N -'1 EASEMENT 1 �C01 6,885 SF / /.o`/ - 4' WIDE .7. : ' °mod.. gFA1`NAGE. SIDEWALK 1 y EMENT :: \>S, 50 10 51 10 52 1 � 53 10 54 10 55 l 00 :00'M I of II �I I I I I ! y 123u �, 8,792 SF I 1 6,050 SF 1 1 6,050 SF 11 11 6,050 SF 1 16,050 SF I 1 ,7,459 SF i I i w \ 6,885 SF / \ Q'le ' , �'�1 u. •. I I I I I I II I I I I I =, i w \ / \�9> �� --J L_-_J L__-J1 IL_ -J L- s / __J L_ ^ 59 s \ / 7.150 SF 55.00 55.00' 5500 55.00' 44:66 - W h. ✓'.✓4.»r•..^a./�^Y^.J./1 / > £ t - a r 122 4e a3 �^-^-��^ / �. \9�• 233 234 - 3 235 ;� ! � SW-2 fi,885 SF / / \ s - -{ - - I N � I__ ----1 - � i _ I SURFACE WATER TO BE FILLED: .� \ / 0 0.15 ACRES TOTAL WETLAND AREA W ,.�..... .... \ / �� / a8 s�• 3 • o I:60 0.15 ACRES TO BE FILLED Ss / .„ 42`23' 7.46' 55.00' 55.00' 55.00' . 55.00, 4 I i D � .." ^ L- - _ _ 7,15 / 121 i / r _ _ - - - - -- - - - - '''�' �. to -� _ `ETI'SIRS I ,, ,. % L I Q a`s^-' -"F 7, t, s F `jA^3 39' �2. ` yA�a,o• ) \ \ \ \ / o/ � I /J 0� I I6,885 SF 4WIDE S'DWKEALII II 1I II 1I ,1 1I .. :, ...„.Y..... ..ac0.�; 1I 1 25' P.R.D. A.— BUFFER120 s90 v / 1 I l I � 7. ooo :. _ _6.W5 SF 17 mL 119 118 r <6.754 SF I I 6,050 SF I 161050 SF ( I 6.050 SF I I 6,050 SF i v - EC. ��,�;.�I� I ass L--- _1 L__ J L -- L _J L J !.."'W .:f2 1 ��++ 10' DRAINA E 10' DRAINAGE ..'.':'.'.....::'.v..:'.I. I LVS R=1890' W o' ( I 58.02' 11 EASEM �T EASEMENT R W 58.02' 182.57' .95 t_ _ "d6= _ 15.AC - - g 4p,- - - -�5 Q0'- -5'5,e - 1' 8.56' 44.31' tp i 7,634 SF I 55.00' 28.33' - - 26:'t37 35'00 - - - -65 90= (--FiS�A'- - -%.OW --*4�h'- - r - 5s.o0' .� 0' DRAINAGE r- - _-_ j --- ---� I EASEMENT --- ----� j: --130.44` _ ! { r -i � -- -� r- r -11 I r -1 r -1 r r ,- - - 2 .4 I 11Q6 I 1 1 1 1 1 1 11 11 I I 1 1 114 .... �, Io i o I I 1 1 1 1 \ ! / { ! �I {9 5,933 SF o to I _I ,I I ,I II �I I �I ,I 7,383 SF \ . 104 {� I 105 0► to I 10 ► 6,,41 SF , 1� of o to I I of i o1 II �I I o1 1� 1 SF 1 6216 SF 1� { I �1 1 10 10 I is 10 l 63 i 6,2 6 ► I 107 15 I 108 1 I 1 01 110 I o1 111 11 �1 112 1 0l 113 L of 1 14' WIDE I 1 ,ti a; L 7.239 SF / SIDEWALK 1 6,226 SF 1 1 6,226 SF I I I I 6,050 SF I 1 6.050 SF I! )( 6,050 SF ( 16.050 SF I I / / / �� L L v26.67' 55.00 55.00' S5.00' a / / 64 50 �._ GRAPHIC SCALE 0 25 So 100 ( IN FEET ) 1 in'ch = 50 & LEGEND WATERBODY/LAKE IV WETLAND LIMITS _ _ _ _ _ _ _ _ _ TRACT 'X' (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA RECREATION LANDS CAPE AREA .. .. :.'....... ..... PRM SET PERMANENT REFRENCE MONUMENT LAND USE TABLE & OPEN SPACE CALCULATI❑NS: lilac: GROSS AREA rumm MMO AREA SfORfAWATER AREA'OMEN A' 0.80 AC o.8o Ac 0.76 AC 0.21 AC 0.40 AC 0.15 AC C' 0.47 AC 0.47 AC b' 5.65 Ac 0.77 AC 1.43 AC 0.92 AC 2.12 AC 0.41 AC 3.39 AC 2.46 AC 0.93 AC 'F' 101 AC 0.43 AC 1.90 AC 1.66 AC 034 AC 0.16 Ac 0.57 AC 0.57 Ac 0.71 Ac 0.57 AC 0.10 Ac 'r om Ac o.33 Ac r (tl 0.16 Ac 0.16 Ac 'K' (tl 0.23 AC 0.23 AC 1 (tl 0.19 Ac 0.19 AC 0.29 AC 030 AC on AC In BLOCK 1 on AC 0." Ac • 1.51 AC N OM AC TOTS, BLOCK 2 4.89 At 1.47 AC 0 0.49 AC LOTS, BLOCK 3 10.75 AC 3.23 AC N In Ac LOTS, BLOCK 4 7.98 ABC 0.78 AC • 2.16 AC « 0.72 AC ..� LOTS. BLOCK 5 1.19 AC 0.04 AC • 0-m Ac » all Ac �»► W-WAAY U7 AC 2.07 AC 56.25 AC WA 3.02 AC 3.33 AC <`� / /� `\ 7.239 SF Ar AFAR 25' OF PER6I= LOTS t N -31 O 195.13' R-20,20' 31 1 31 2 313 31 1�� w 3os OF NET AREA OF LM (cxl0ss - PRESERVE - RECRfAfl011) - i--- o / OF GM RIGHT-OF-W AREA w 55.07' 55 a 5 / O �' 101L OF NET AREA OF L0T5 6 PRNATE EYfERIDR 1�ERt4011S OPEN a -- 46.62 �+- - 55 10� -- - ,� - - _ 55.03` 40.38' _ 4.62' 55,00' 55.00' 55.00' 55.00' 24.69' 25.61 / \ \ / 8Z OF DROSS AREA OF OEDIO M REORFA110NN. TRACT - -, --- _ - --- -- ---- ----- ----- -- -- - 65 \ 1 DE (- -""j r -� r r ` 1 r '1 r -- -1 �- -� �\ ,239 S _ J.� r 1 I SIDEWALK I i 1 I I I I I I I I I I I I I I 66 / 1� 7.239 SF \� I� g I w1 1 W w W w W W p 77 1 �' 76 1 W 175 1 Ln 74 N I I a 1 72 I o 1 71 1 01 70 I o 1 69 1 168 I 67 W i I ^'1 73 1 1 1 ! 1 1 1CO1 �1 �1 f I W o 0 0 o a $ 0 0 0 0 0 8.038 SF 7.844 SF ( 1 7,581 SF I ) 7,357 SF 7,216 SF 7,155 SF 7.150 SF 7.150 SF 7,150 SF 7,150 SF 6,651 SF i I I I II I 1 1 I I I 1 I I I 1 ! ,_, i. 0 10' DRAINAGE AND L----) 1 L --� t L---J I L- --J I 'L-_-J 1 L - - - J 1 L---J i L---� 1 L----J.1 L- s -- �► 55.0' T-UT EASEMENT (TYP ) �__� / _ 10 1 _ 651 AC 582 AC 1238 AC 29/ AC 34.Of AC TOTAL OPEN SPACE MGM AREA eo.� REOM ««� WAERBOdF3 SNNl NOT CONS MX A10RE TAN = OF THE TOTAL OPEN SPACE AREA NET OPEN SPACE REOLift NZ AC Y 50% - 28.13 AC UK WM BODY ACCOUI4 MM- JOZ r 28.13 AC - 8,44 AC &44 AC > 5.8/ AC �� (t) 1RACiS J' .1c',1'. AND Y WERE ADDED TO TIE PREt�i1Rt� PLAT PLAN, SIfE OAU1. AND LAND USE TABLE, AND LISIED/DEPICIED N 1HE cican IAI. P.U.D., Bt f MERE LISTED AS ARFAS "m RESODOK BLACKS 2. 3. 4 AND 5. 55 0' 125' BUFFER 1 IASETBACKL 11� 1 7.5:� [7.5- a r'1 1 I I 1 �1 --- 55.010 10 DRAINAG D UTILITY EASEMENT (TYP.) 55 FT. LOT (PERIMETER) i j N O 00 It V o o 6 200 s k W W �i C3 r�Y+ Z W W W C a o_ o c Oki N M qt L0 CA - a o 0 C4 !n :i v 00 3 -3 3i 11 _�zzW 0 o R Q o WOW N�UI r O W�Q W spCD ¢�aw�ZWo�Qa�� Si za��oaWrio�ma5 3� SD GV rr �W OriV wi„a�UW�'� �SSXfA �ZN�O F�n.33w�N3w�at� U J Si k J Q cu 0� g Q2. ogo, o2 0 Z o OJT W 0 LL Q 3f O z oz QLu I- z Z W v J t� 0 a) 06 z o W o WLLI Q L L ty J zu- Px L o W o in D- Z a F- M U_ W Z = N �WoV w " CD J j �I ( I-- V VJ U Q ry Q z w X C PH W. SCHLM KEG. NO. 47048 O JODAH 8. BI FL REG. N 396 P. ODDARD FL .57605 DA 0 15 U4 SHEET 6 PROJECT NO. 03-022 LEGEND WATERBODVLAKE ,4/ 4., q, WETLAND LIMITS W W _ _ _ _ _ _ _ TRACT Y (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA ..... RECREATION/LANDSCAPE AREA PRM SET PERMANENT REFRENCE MONUMENT LAND USE TABLE & OPEN SPACE CALCULATION& pm. GROSS AREARECEEATION WETLAND AREApgESENM !lEI,6dQ STORWWATER AREACKEN 9IOE6 'A' 0.80 AC OAO AC 7 0.76 AC 0.21 AC 0.40 AC 0.15 AC C' 0.47 AC 0.47 AC b' 5.65 AC 0.77 AC 1.43 AC 02 AC 2.12 AC 0.41 AC 'E 3.39 AC 2.40 AC a93 AC 'F• 5.01 AC a43 AC 1,90 AC IA AC 0.84 At me AC IV 0.57 AC 0.57 AC •H' a71 AC 0.57 AC ••••' 0.10 AC T 0.33 AC a33 AC J (1) 0,19 AC 0.19 AC 1P (1) 0.23 AC 0.23 AC T (t) 0,19 AC a19 AC V (,) 0.29 AC OM AC 0.09 AC LOTS, BLOCK 1 6.02 AC 0.99 AC • 1.51 AC » 0.50 AC ••'• LOTS, BLOCK 2 4.89 AC 1.47 AC » 0.49 AC »" LOTS BtOCI(3 1a75 AC 123 AC » 1J18 AC LOTS, BLOCK 4 7.A6 AC 0.78 At • LIS AC » 0.72 AC ••» LOTS, BLOCK 5 1.19 AC 0.04 AC • 0.34 AC » 0.11 AC ••» R*ff-.OF-WAY &87 AC 2.07 AC 56.25 AC I � rm�arac - - GRAPHIC' SCALE i50 0 25 50 100 IN FEET ) I inch = 50 it- II I ill r 20' PAVED ROAD WU - - ---- - WAT �1�� �? j WAT WAT WAT WAT �- - T - - � 0 I I 13 1 14 I 15 rrn� 3 CD �2) YELL0I+N/YELLOW ! CASE I* ISIGNS AND 1-6 SIGN I C NO PHYSI6AL CONNE ON I SURFACE WATER TO -BE FILLED: SECONDARY/EMERGENCY CD AT ROY gENUE TO 0.69 ACRES TOTAL GR SS AREA OF DITCH 1 ACCESS 1 SEBASTIANf HIGHLANDS I I 0.13 ACRES TO BE FILLED 1 1 ( I THIST PAVING OF POWERLIN RO - --- -- --- -- OP OF ANK --- -- --- --- -0Tf4ERS SWALE DITCH SWALE 1- -- --- --- N - --- --- --- - --- --- --- ---- (2) RED/RED - - - CONST. 30" R1-1 "STOP" SIGN Tract F OBJECT MARKER SIGNS AND R3-5R "RIGHT TURN ONL SIGN Sebastian Highlands Subdivision, P.B. 5, PGE. 14 s OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES i _ OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES EXIST. SET P /K UAI(- - - - - - - - - - - - - - - DIRT ROAD N - Power Line Rd - \�-1•C \ \ \\ _(EXISTING DIRT ROAD) - _ _ _ _ - - _ • \ OUERNEb6kC7RJC -LI 7171171 _-. _ - _ u7 _.- _ - - _ - __ _ . _ . _ -02' E- --F1i��R�J�Cfi o' 5 .0 .0 4 Q 9 .4 . \ \�� \ . POWER LINE ROAD I-- a\,, P100 0 0 E 2 .05W7- -' `� EXISTING DIRT ROAD W �•�� -Qk-, ND \ \ \ \ (TO BE PAVED BY OTHERS) N I 5dT IRC s \, \ \ \ z Lq 6g05 \ \ \ \01. L 1 \ \ \ \ \ 00 w I I I I I I I I I \ \\ �-I \ cn I o l I W I o l I o l 1 l o l l o l 1 i �, �, - \\ o W i o l 33 I o l 34 I i 35 I i 36 I I I 137 f? I I 38 , 's� �� �� \� `. \ m z I I I o l 1 I I I i I I o l / \\ \ \\77 SF 7,150 SF 7,150 SF 7.150 SF 8,572 SF I ( I �,572 SF 8,375 SF / \ \ \\ .`j© J4 I I I I I I I i I I 1 1 // t _ 1 1 4' WIDE 1 ! I I 4' WIDE / /.o�/ \ \ \ \ • "-1- (Tl \ 0 I 11 I I SIDEWALK \� U -J L----� LSIDEWALK L---J L_--� ,�---I L / �/ \ \ \ / 39 302 AC 3 33 AC 651 AC 582 AC 12 38 AC 2 91 AC 34.03 AC IOTA, OPEN SPACE " 60.0% GROSS RSSUENIIA. AtEA 80.0% > 50% REMPRED REAR 2T of PER11IEIER LOTS •••••► WMEA80DIES SIIAl NOT CONNSRIUIE MORE IM 30% OF THE IOTA, OPEN SPACE AREA » 30% OF NET AREA OF LOTS (GROSS - PRESERVE - RECREATION) - NET OPEN SPACE REOUIM 5625 AC Y 50% " 28.13 AC MAX. WATER BODY ACCOUNTABLE: 30% r 28.13 AC 8,44 AC ••• 30% OF GROSS W-OF-WAY AREA 8.44 AC > 521 AC •••• 10% OF NET AREA OF LOIS 5; PRIWITE E)fMWR IMPERVIOUS OPEN SPACE (+) TRACES J' , V, V. AND V WERE ADDED TO THE PRELMOM PLAT PLAN, (POOLS. DECKS, PATKIS. EEC.) SITE DATA, AND LAD USE TAi1.E. AND WERE.tlfQ LWED/DEPICTED IN THE '•»' 80% OF CROSS AREA OF DEDiGUED RECREA110NAL TRACT CONCEPTUAL P.U.D., Off WERE LISTED TED AS AREAS VM RESWM BLOCKS 2, 3, 4 AND & 55.0' --------------�---�--i-----_-� 125' BUFFER 1 10' DRAINAGE AND - - - - - 55.0' UTILITY EASEMENT (TYP.) ADDITIONAL -- - . I SETBACK 10 - N 1� 1 1j 1 r� 7.5' 7.5' I �o 7.5' ( 1 7.5' 01 to a q to I I 1---'--- 55. 10-' DRAINAGE AND L- ���..��-���--�� UTILITY EASEMENT (IYP.) 55.0' CC -- -- -- -- -- 55 FT. LOT (INTERIOR) 55 FT. LOT (PERIMETER) Ln 7t 00 55.00' 55.00 -\- .,< ry^M155 00 43 00 � 'y� 43 00 CONSERVATION �• Mg 5.� e 40 ,. ,5 -T. r- ..�.. � ��• �� \EASEMENT ` \, � \\ 1 � . (D 21$ 3 219 220 22161 ; Q04 o �(LOTs 38-40) `\ D tV �O1 a .-.,a.,..-.,:,:.,e,�r..+;Ya-�-rrn�-..-..,.r... _ -_••�..sc.�-.°...,�b -.. s � .,-., :�. -..Jcz:=L�,.u-;•--:...rui-...,Gs �+F t.(�r "_:•{ �.�i...4�._Sy N \ •i tl� \\ \y +550055_00500_ 55.00'0_55.00' 'L �\ \ \ LA 1!1 - ---11 I I1III --- -II fI - --I r--- -f --- 4-0 -`1 RM \I \ N 4WIDE0'DRAAGEI S'DEWALK 7,217 SF EASEMENT 4 LJ 00_00'13R'w142 141 1 0014�I 8 137 136I of 1 of o- � o \ \ \ 1 6,050 SF 11 11 6,050 SF 1 1 6,050 SF I ( 6,050 SF ( i 6.050 SF .11 6.050 SF 11 (17.346 SF I II 11 1 I I I_ I I I I II II I I }� I l 41 I L---JI IL---J L - - - J L - - - J L- -J ---.�I IL---J I I i I I I 1 6.050 SIF 55,00' I 1 ( 55.00' 1 55.00. 55 00` - - 55.99 - - _I L- - -6g�p - Ml 110.00' ' N - y . y. 344.31' 3------ 'y1ULY� y yyy �. EASEMENT I I 42 I �, o .......� �... 109 6.050 SF I I I i w I I : y y ---- a� . (� - I ---- 133 110 I f 1 134 1 10' 135 I 0 T 0' - - `. y_ •y. . wtrLANDWLIMITsy . i oI fl! w l <\ 132 , 7.382 SF ( 116.050 SF I 17.346 SF °� ° 1 I � / �. , y . q, y 8.386 SF , ` 4' WIDE ( I I I PC 223 8211 11 SIDEWALK 1 y y y �yy y �\�`�loll ,.,.. --- ---- ---ryh ' H�1 7.040 sF I / y: �: T�ACTy .F' y oe / 14 2B 40 69 55 00 43 00 N �. / y STORMWATER,. MAN�AGEME•NT, t 8386 SF CREATION;yUPLA4ID-kWETO- ND ERESf,R ^ / 6 � - / - ao , 226 225 Q, 4.'.W.IDE'.'. 22 a3' 218,029 .S.F. ,/ •5.01 ' Ac. / + I I?" / SIDEWALK:. r y y, , y y , 3 0 87 • y �L •y y• y y y y y• •y y ......... 14.02' 226462.18 - ,..•. '.' ..._...'.......'.... y y. y y , y .y y 41 y .41y y y. y / r--- MATCHLINE SEE SHEET 6 I' I APPROXIMATE LOCATION SEASONAL HIGH WATER LINE, AVERAGE ELM - 21.16' NGVD (LOCATION MARKED BY OTHERS) 200 Q \ to f\ \ N 00 � W O a W z a a c C.- N M d m J M a c � 3 3 II h Q W Q 0 0 o U o W O _ w�f/1 rWW4Uam3irW iL �w �ra��xow zor�oowo�m�g r ��w~Op�zwJaC=7 od�x_s, Im-L � U U =0•==wN �ZfWls R8 ra33�i�y3w�ao d� ' W N ty � QCo �N w M LL co Q W _j cC o z0�W i- z z W co Wgom"t a Q 0° N 0 o jti W g Q I- N Uj o l• x W 0 mLL E•-- W W O(p W 0) U Q j d• N �rZ T J U � VJ V UJOSEPH W. SCHLILKE V--k • REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. N0, ARD FL RE . 0. 605 D : OCT 1 5 2OU S rEyET ROJECfi N0. 03-022 VeV4-69>a ( [15 c� 3 24" M.E.S. I i i r 11 3 -3" I l 3'-2" I 2.5" LETTERS WETLAND IjjI 1.5" LETTERS PRESERVE AREA NOTES: NO CLEARING, TRIMMING, w I''= S0 • MOWING, OR DUMPING l+ - DENOTES CONSERVATION AREA IS PERMITTED WITHIN N W y y THE PRESERVE AREA BY ORDER OF THE S MANAGEMENT RIVER DISTRICT WATER AT ALL PERIMETER BOUNDARIES, A SEDIMENT BARRIER SHALL BE PLACED ABINGTON WOODS AND CONTI ENTRANCEWAY DESIGN PARAMETERS: STABILIZED NAND LSO D DAINED UNTIL THE TRANSITION SLOPES ARE -ALL MECHANICAL GATE OPERATORS AND ALL LOTS SHALL BE ROUGH GRADED, AND ALL BERMS AND SWALES 4" X 4" P/T LUMBER KEYPADS SHALL BE SET BACK A MIN. GRGADEED, STABILIZED AND SODDED PRIOR TO ISSUANCE OF A OF 18" FROM THE FACE OF CURB. CERTIFICATE OF COMPLETION. —MEDIAN CURB SHALL BE TYPE D (6" CURB) THE RIGHT—OF—WAY SHALL BE GRADED AND DISTURBED AREAS SODDED —ENTRY ROAD CURBING SHALL BE TYPE F WITHIN 72 HOURS OF FINAL GRADING (CR 512 AND POWERLINE RD). CURB AND GUTTER (6" HIGH CURB) —TURN—AROUND AREA SHALL BE LANDSCAPING REQUIREMENTS: DRAINAGE STRUCTURE Fd 2"iron Pipe TOP EL= 21.07' E. NV.EL=18.g3' (18" RCP)_ STORM DRAIN MANHOLE - TOP EL= 22.13' E. INV. EL=18.20• (30' RCP} S. INV. EL=17.77' N. INV. EL=17.73' S.W. NV.. EL=Iq.06' N.W. NV. EL=Iq.02' / noen.lecF ST?IIr'tI�F _�'52�1�.. INVERT EL.=21.1T CONNECT TO EXISTING S" PVC FM AT ALL BUFFERS, THE FOLLOWING WILL APPLY: -ALL LANDSCAPE MATERIAL MUST BE FLORIDA #1 OR BETTER. PRESERVE AREA SIGNS TO BE PLACED AT REAR LOT CORNERS ALONG THE -ANY LANDSCAPE MATERIAL IN SHOCK WILL BE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY REPLACED PRIOR TO THE ISSUANCE OF A DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. CERTIFICATE OF COMPLETION. WETLAND PRESERVATION SIGN ALL NUISNACE EXOTIC VEGETATION, INCLUDING MALALUKA, ON —SITE AND WITHIN THE WETLANDS TO BE REMOVED. PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION, COUNTY ENVIRONMENTAL STAFF WILL INSPECT THE CONSERVATION AREAS AT THE PROJECTS PERIMETER AND IDENTIFY ANY AREAS THAT NEED ENHANCEMENT TO MEET THE "OPAQUE" BUFFER FEATURE. STAFF WILL DESIGNATE THE TYPE, SIZE, AND NUMBER OF PLANTS TO BE ADDED. ALL LOTS ADJACENT TO THE PERIMETER PRESERWATION/BUFFER AREAS SHALL HAVE A 4"x4" POST, 36" ABOVE THE FINISHED GRADE, SET AT EACH LOT CORNER. EACH POST SHALL HAVE A 12"x12" PVC SIGN WHICH READS "CONSERVATION EASEMENT. NATIVE VEGETATION ON TRACTS A, G AND I WILL BE PRESERVED. ONLY EXOTICS WILL BE REMOVED. NATIVE TREES WILL BE PRESERVED ON TRACTS C, H, J, K, L, AND M. EXOTICS WILL BE REMOVED AND LIMITED AREAS WILL BE UNDERBRUSHED TO ACCOMODIATE THE PASSIVE RECREATION AREAS. j I I; iz MATCHLINE SEE SHEET c ram ." 20111 ♦ PROPOSED STREET LIGHT EXlS11N0 SPOT ELEVATION +�SR IN PROPOSED DRAINAGE fNLET PROPOSED SPOT ELEVATION go PROPOSED MODIFIED MIAMI CURB INLET Q EXISTING SANITARY SEWER MANHOLE 26 PROPOSED GRADE / CONTOUR I y ® PROPOSED DRAINAGE JUNCTION BOX •--� ► PROPOSED DRAINAGE FLOW DIRECTION AND / OR C.L SWALE S-1 SANITARY SEVER MANHOLE LABEL -- PROPOSED FORCE MAIN ..DS-1 DRAINAGE STRUCTURE LABEL --� • PROPOSED SANITARY SIE ERUNE PROPOSED FIRE HYDRANT PROPOSED DRAINAGE PIPE �. w. PROPOSED WATER MAIN FILTER FENCE/SEDIMENT BARRIER i 0 o � 7 7) co LA — v� � T O w 0 m 200 1 WATER80DY/LAKE I i WETLAND LIMITS I i. _ _ _ _ _ _ _ _ _ TRACT Y (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA i RECREATION/LANDSCAPE AREA i I I A ,I O: i N W W z CL g cec� .- N M 0 M O O 0 3 3 e0 n c O O O U�o O Wo oN _ w (TJ i-w06J i-tnwi� �wW�V pQ]3 0W o ttd�a�ZWo�?a�3 . Zo�W000Joz wwo3 w a33w�w3wwkZC7w�w3�aar�a � W;1_1 W W Q` C .. Q rn to W M Li. Z Q 00 o O Q • o 2 O Z oz U W Z w vJ � m 0)Qo0) 06 z o >� W QLLN H �o5~ W zo U) Z Q I- 900 Z L` � N W LtJ'U C tiff J ZZ) Lu U � v ;I CD J Z CL � Q Q < Lo Z W � � J W F_ ryZ� CL > < 0 (L Z a L.L Q J !- U V) Q 0 LLJ m U I CD cp 3 x m c`- 0 PERIMETER BERM EL. 25.0 o_ CONST. FILTER FENCE SEDIMENTATION CONTROLx BARRIER AT PERIMETER m do z" w 7 T m mx z c� /D� 14 0) m D Z r z 71 m� r z �f��Si m l YCly x x x x 25' P.R.D. BUFFER x x r r x X x � 1/ x x x x x PER IMETER BE RM EL. 25,0 CONST. FILTER FENCE SEDIMENTATION CONTROL BARRIER AT PERIMETER--i �a i� I it i i is I JI I I I I I i MATCHLINE SEE SHEET 10 q, 172 \-\470UNl�' NAIL• 1ft TREES � y F.F.E. 25.5 TO ELEV.,,= 2z z4' N VD ,� Qf� (LOATION MARKE{� BYTHERS'� 1 vim+ 2 � 150 S y JURISDICIT10NAL . F.F.E. 25.5 j ` F.F.E. 25.5 I.. v WETD LINE { (1. 3 AC) TYPER /71 "'C' INLET ■ F.F.E. 25.5 y .� .L. .v. .t y 189 15►1 F.F.E. 25.5 4' WID X SIDE K N i F.F.E. 25.5 C o0o I _ z U 170 X Grp 5 r y �� .� 190 •� SI EWALK �52 F.E. 25 a ii.�p . , F.F.E. 25.5 rr*I p.) F.F.E. 25.5rrl M N 169 v. �> z �� �. o E- F.F.E. 25.5 .� �, . .� 191 153 -�^ 7 F.F.E. 25.5 F.F.E. 25.5 + 168 r ' ADS 154 F.F.E. 25.5 15" S a F.F.E. 25.5 F.F.E. 25.5 167 y : :y. /:: ':':'.'...:.'.'...... 30' +9 s3 10' DRAINAGE r .... EASEMENT .F.E. 25.5 - r . . : ., �'' w y .v �.`{.. ..... 155 '3Q'.'X.3Of • M 0 34N .v X w' y v .%U:T) LITY..'• F.F.E. 25.5 EAt•EM•ENT ..'. X. ..Q�.. x 24" ADS / �`'.. s," 166 FOUND'•NAIL 1N •TREF�:. ' y �. TOP.'.EL'EV:.' .'22.28 ..NGVD'.'.'. . .F.E. 25.5 (LOCATION, MARKED,.BY..OTHER (' 156 18 AD DS-34 F. F, E. 25,5 193..:.......':':'..':':'.'.'.':':':':':':':':':' � . z. "ADS �. /. . ... i! �.'.......... .. F.F.E. 25.5 ,.... o�� 194 :. ,. , • , ,. .'...'........'.'.'.'..' ..... 165 .. •,,.,,.,.,.,,•.,....•.•.......•............... " . F.F.E. 25.5 ...'.'.'.... • ...............:....... 157 F.F.E. 25.5 �'' 195 \ •-....,--.......................F.F.E. 25.5 F.F.E. 25.5 WM 1118" PVC SAN. 112 WIDE �'r 110 SIDEWALK .. Os's NOO'56'2E"W 169.34 / 158 , f k 164 } SIDEWALK'::a' F.E. 25.5 x F / .%:'.. I • Z3 7' `,...........000 159 10 UTILITY F.F.E. 25.5 EASEMENT .. 15!*: .ADS, ► I ----- - - '1 3 2 161 i - - ' �... .. r: tR.E. 25.5 F.F.E.F.F.E.. 25. .5 - F.F.E. F5 - �4 • DE LANDSCAPE:: F .w •ND I TI• :N � LA ECREA 0 �R .5 F.F.E. 25 :S AL• y 1 .. E 1 MENT I I EASE -.--- z L- - - - - - - - r4I 0' DRAINA I .5 ' � I ? ,� BEHEST :8" : PVC : WM : I I Q � � 10' UTILITY 24" ADS I EASEMENT I I F.F.E. 25.5 i I 98 99 100 101 102 103 4' WIDE O V �� SIDEWALK 96 97 I jF.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 ( I " vF.F.E.5'5 =�� x 93 94 95 F' ' Z ' I o F.F.E.FFE25.5 F.F.E. 25.5 F,E. 25.5 F.F.E.F.F,E. 25.5 F.F.E. 25.5 I I 23.45 15" ADS I I -18" 103 3.65 (LP) 2 , AOS ol • i a. } 31D7 a ,•.•.•.•. .,. '� .,.,..:.•. .•.•. ...,I la 5 23.45 0.3296 w.... • 3 308 /� ¢' PVC BAN. _ aAN E A EW D SIG PA M ER 24 AD s :: _ - . . . h� 30 s�++ A� 7 "KEEP; a• 3 -T- aAn 3 8 DS 27 A ; : Q` DS-31 " SAN +$4. ALL EC ICA GA OP TO RIGHT SI , . - -.... 4 WIDE----� PA S LL S RAC A - ,� 303 8 pVC SAN. " C B. � 0`' � , • , • , 23 15 SIDEWALK _ _ F 18 OM HE CE F Q m - . �`' <, . • . , , , �� _ �--,._. ,,; � PVC WM � � soo•o1'1� � o oo' E D 6 RB � C t� OAD CUR G. S ALL E E � 1'�-., , TRY ; ,. ARO G D E EA1 TALL E B) / kye 24 ADS 9 8" PVC WM 23,45 " �w F.F.E. 25.5 2 WI (S DI 4SIOK ON LA A A ESS WIT / OX KNO P RE IRE AY E KUP GATED NTR%C CE , �y� / 90 15" ADS I I I I WI A TT BA F.F.E. 25.5 i 89 F.F.E. 25.5 88 87 86 85 84 83 82 :81 80 79 7 F.F.E. 25.5 F.F.E. 25.5 F.F.E._ 25.5 .F.E. 25,5 F.F.E. 25.5 F.F.E. 25.5 F.E..25.5 F.F.E. 25.5 F,F.E 25.5 F.F.E. 25.5 F.F�Em.25.5 ♦ m �' ( 8" C WM' ♦ n • 1P ry m 5 CONSERVATION PERIMETER BERM N00 01 1 E 1335.43 C y o`er 4 P M 50 Fd 2"I.P EASEMENT EL. 25.0 T r a T , h ry' " J T N T O t7� T T- X N T r Fd 3/4 I.P T -1 (LOT 88) �- _n r- v, ' -� N Iv 2 ry 1 ai s+ r Sl3 N �' it O m �? (n - O O / 4 25.00' North n� p Cfl T to `� ' --1 P O m w ° it c> in - M N Ulm Tt- � m� � � � � y m CJ1 m ry n g o .L < O O < v' � CONST. FILTER FENCE V : N � = O r ��, O m (Q * Cp SEDIMENTATION CONTROL /- - - o Q C < BARRIER AT PERIMETER bD rll M. WON Z MATCHLINE SEE SHEET 8 is 10 15" ADS F.F.E. 25.5 8" PVC W1.1 I M� 0 F.F.E. 25.5 1 8 F.F.E. 25.5 I X � r�l 7 F.F.E. 25.5 6 F.F.E. 25.5 I �F IW 5 F.F.E. 25.5 M� 0 404 M� F.F.E. 25.5 V a ` N DS-32 ` 3 15" ADS M F.F.E. 25.5 R 8" PVC W rr cVC rry 2 " / F.F.E. 25.5 o Y 1 � f ►�� F.F.E. 25.5 ok :I: \' s .•4•:WD E.: =; I 'WALK . :5 DE � / p✓v CONST;;121:=1: 3O" STOP SiGN�,: S1'REET:'SIGNS; W VHT :STOP :BAR 6. : WOE • CRnS$: ;WALK TRACT::'H' :RECREATION : LANAC. 5t :E :.: .: 50%P.:AREA - • 0.30 � s ( IN FEET ) 1 inch 50 ft. 41 DENOTES CONSERVATION AREA y AT ALL PERIMETER BOUNDARIES, A SEDIMENT BARRIER SHALL BE PLACED AND CONTINUALLY MAINTAINED UNTIL THE TRANSITION SLOPES ARE STABILIZED AND SODDED. ALL LOTS SHALL BE ROUGH GRADED, AND ALL BERMS AND SWALES GRGADEED, STABILIZED AND SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION. THE RIGHT-OF-WAY SHALL BE GRADED AND DISTURBED AREAS SODDED WITHIN 72 HOURS OF FINAL GRADING (CR 512 AND POWERUNE RD). LANDSCAPING REQUIREMENTS: AT ALL BUFFERS, THE FOLLOWING WILL APPLY- -ALL LANDSCAPE MATERIAL MUST BE FLORIDA i1 OR BETTER. -ANY LANDSCAPE MATERIAL IN SHOCK WILL BE REPLACED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLETION. ALL NUISNACE EXOTIC VEGETATION, INCLUDING MALALUKA, ON -SITE AND WITHIN THE WETLANDS TO BE REMOVED. PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION, COUNTY ENVIRONMENTAL STAFF WILL INSPECT THE CONSERVATION AREAS AT THE PROJECTS PERIMETER AND IDENTIFY ANY AREAS THAT NEED ENHANCEMENT TO MEET THE "OPAQUE" BUFFER FEATURE. STAFF WILL DESIGNATE THE TYPE, SIZE, AND NUMBER OF PLANTS TO BE ADDED. I ALL LOTS ADJACENT TO THE PERIMETER PRESERWATION/BUFFER AREAS SHALL HAVE A 4"x4" POST, 36' ABOVE THE FINISHED GRADE, SET AT EACH LOT CORNER. EACH POST SHALL HAVE A 12'02" PVC SIGN WHICH READS "CONSERVATION EASEMENT". NATIVE VEGETATION ON TRACTS A, G AND 1 WILL BE PRESERVED. ONLY EXOTICS WILL BE REMOVED.NATIVE TREES WILL BE PRESERVED ON TRACTS C, H, J, K, L, AND M. EXOTICS WILL BE REMOVED AND LIMITED AREAS WILL BE UNDERBRUSHED TO ACCOMODIATE THE PASSIVE RECREATION AREAS. i V-2" 2.5" LETTERS WETLAND 1.5" LETTERS PRESERVE AREA NO CLEARING, TRIMMING,! (A w MOWING, OR DUMPING I IS PERMITTED WITHIN !J W THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT, ABINGTON WOODS i 4"I, X 4" P/T LUMBER R ERVE AREA SIGNS O BE PLACED AT REAR LOT CORNERS ALONG THE P ES WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY T N D. DEMARCATE THE BOUNDARIES OF THE PRESERVED WE LA WETLAND PRESERVATION SIGN LE GEND'I WATERBODYI LAKE i WETLAND LIMITS _ _ - - - _ _ _ _ TRACT Y (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA i RECREATION/LANDSCAPE AREA i i I LEGEND PROPOSED STREET LIGHT EXISTING SPOT ELEVATION ® PROPOSED DRAINAGE INLET PROPOSED SPOT ELEVATION 20I PROPOSED MODIFIED MIAMI CURB INLET ® SEVER EXISTING SANITARY MANHOLE 25 PROPOSED GRADE / CONTOUR PROPOSED DRAINAGE JUNCTION BOX • ��- PROPOSED DnRAINAGE AND / OR QL SWALE S-1 SANITARY SEWER MANHOLE LABEL DS-1 '', DRAINAGE STRUCTURE LABEL - w - PROPOSED FORCE MAIN �• • - PROPOSED SANITARY SEWERLINE PROPOSED FIRE HYDRANT PROPOSED DRAINAGE PIPE PROPOSED WATER MAIN FILTER FENCE/SEDIMENT BARRIER O L 0 N to 0 3 3 RII ffim z w ZONOU ~gyp =(71-WO'}CND f-Ww�U K��OW m d w Z K Z o� �n �ww�w��aa~3 �xozZw�g zo��oowoom'- 6 F-d' ��`1ZWJZC� oaf SoWa�?3,n� w o=xUxww �c�w�a `�a33w`jN3w�av, dSD � 1 ' _i � N c n � Q Q 4 Ll rn rn � 0 W o OQ zu O Z QQ � zo m 0) N 0 0) J M/ O j W Q LL N ti w o VJ " Z a UILL H M Lki _j N � n WU J W O O _j V � (V w U � F_ U) CU JOS'EPH W. SCHULKE REG. NO. 47048 ❑ JODAH B. BI FL. REG. 396 ODDARD FL .57605 TE: Idpq ROJECT NO. 03-022 LEGEND WATERBODY/LAKE I I W NOTES: DENOTES CONSERVATION AREA j AT ALL PERIMETER BOUNDARIES, A SEDIMENT BARRIER SHALL BE PLACED LEGEND I. AND CONTINUALLY MAINTAINED UNTIL THE TRANSITION SLOPES ARE STABILIZED AND SODDED. i 3•_3. ALL LOTS SHALL BE ROUGH GRADED AND Ai oroMS AND SWALES GRGADEED, STABILIZED AND SODDED PRIOR TO ISSUANCE OF A 3_2 GRAPHIC SCALE CERTIFICATE OF COMPLETION. 2.5" LETTERS 50 0 25 50 100 THE RIGHT-OF-WAY SHALL BE GRADED AND DISTURBED AREAS SODDED WETLAND WITHIN 72 HOURS OF FINAL GRADING (CR W2 AND POWERLINE RD). 1.5" LETTERS PRESERVE AREA - NO CLEARING, TRIMMING, W w LANDSCAPING REQUIREMENTS: MOVING, ❑R DUMPING I' ( IN FEET ) AT ALL BUFFERS, THE FOLLOWING WILL APPLY:'RMITTE D WITHIN THEE RESERVE AREA N i inch = 50 ft. -ALL LANDSCAPE MATERIAL MUST BE FLORIDA BY ORDER OF THE ST. JOHN'S RIVER WATER #1 OR BETTER. MANAGEMENT DISTRICT AHINGTON WOODS -ANY LANDSCAPE MATERIAL IN SHOCK WILL BE REPLACED PRIOR TO THE ISSUANCE OF A j.. CERTIFICATE OF COMPLETION. 4" X 4" P/T LUMBER ALL NUISNACE EXOTIC VEGETATION, INCLUDING k&41IKA, ON -SITE AND WITHIN THE WETLANDS TO BE REMOVED.wl WETLAND LIMITS j PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION, COUNTY ENVIRONMENTAL STAFF WILL INSPECT THE CONSERVATION AREAS AT THE PROJECTS PERIMETER AND IDENTIFY ANY AREAS THAT NEED ENHANCEMENT TO MEET THE "OPAQUE" BUFFER FEATURE. STAFF WILL _ _ _ _ _ _ _ _ DESIGNATE THE TYPE, SIZE, AND NUMBER OF PLANTS TO BE ADDED. _ _ _ _ _ _ _ _ _ TRACT Y (NOT INCLUDED IN PUD-R) ALL LOTS ADJACENT TO THE PERIMETER PRESERWATION/BUFFER AREAS SHALL 4POST 36ABOVE _ _ _ _ _ _ _ _ _ $ L HAVE A 4' " X " THE FINISHED GRADE, SET AT PRESERVE AREA SIGNS TO BE PLACED AT REAR LOT CORNERS ALONG THE EACH LOT CORNER. EACH POST SHALL HAVE A. 12"X1Z".PVC SIGN WHICH WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. READS "CONSERVATION EASEMENT". NATIVE VEGETATION ON TRACTS A, G AND I WILL BE PRESERVED. ONLY WETLAND PRESERVATION SIGN UPLAND PRESERVE AREA EXOTICS WILL BE REMOVED, NATIVE TREES WILL BE PRESERVED ON j TRACTS C, H, J, K, L, AND M. EXOTICS WILL BE REMOVED AND LIMITED AREAS WILL BE UNDERBRUSHED TO ACCOMODIATE THE PASSIVE RECREATION AREAS. --i RECREATION/LANDSCAPE AREA .._77- -1 i TO DRAINAGE DITCH NORTH OF CR I 1 1 512 R/W TO COLLIER CREEK, 1 1 2 1 3 1 4- 1 5 1 6 I j 7. 1 8 ' 9 I 10 1 1 1 1 12 I THENCE TO SOUTH PRONG OF I 1 y I SEBASTIAN RIVER EXISTING OUTI ALLE FI I 1 __ �- --- --- TOP OF BANK t----- --T- - --- __ INV. 17.63 SWALE - - - - - - - - - - -- J SWALE INV. 19.5 DITCH Tract Ct E - X- ---- - TOP OF BANK - -� 1 --- --- - -- - -- - -- -- --- --- --- --- OUTFALL 1 % Sebastian Highlands Subdivision, P.B. 5, PC;E. � 4 PERIMETER BERM FOR SCHOOL 1 o OVERHEAD FPL HIGH VOLTAGE ELECTRIC LINES EL 25.0 CONST.-FtL'TER FENCE- -- - ..-- -- - -- _ - - - - - - - - - - - - -. - -X.-, - --CONST-FILTER- FENCE a - - X I X EXIST. ROADSIDE SWALE TO X EXIST. SEDIMENTATION CONTROL X 1 Q EXIST. o - - - SEDIMEON CONTROL____ POWER LINE ROAD- ;' DIRT ROAD \ \ BARRI �A _PERIMETER EXISTING DIRT ROAD _� - - - - - BE FILLED AND RE -GRADED DIRT ROAD BARRIER AT PERIMETER x I EXIST. CONTROL STRUC 1 N �� \\_� \ \5 CC ERVATION� `J� '�` 'Ix wa TOP 24.41 1 DITCH\EASEtvtENT (LOTS 13-19} 25. P.R.D. `t INV. E 18.35 �' 4 _ ��. . . . . _ _ �L�� BUFFER -\ •'d' �`a, _ `�'� ITCH N INV, (W) 17.65 I PRM - - - - ____ __ _ - - -- - - - _ __ _ __ __ +M'04'02-" 132� 93' oViSRpEiC TRIO L'fN V-NOTCH INV. 20.60 X a x x x- X X a7--- --- -- ( c� I W X a LLJ z_z W a, � W O x INV. 18. D Z 1 X�fl o x i 3 '�24 25 26 27 28 29 30 31 W Z o 18 1 1 19 20 21 22 2 1T +' , 1 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 I F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E.1 J x m W 71D F.F.E. 25.5 j m U3 O O 17 \ j 1 I i ( I I I I 1 I I I I 4' WIDE I U m -P 3 1 1 IDEWALK OC 3 ' F.F.E. 25,5 1 1 8" PVC •WM 8" PVC WM Q x Z Z F.F.E. 25.5 F O21 3•a5 Ds-37 212 soo 0o'o2°w 213 46823' 214 8" PVC S N. 215 216 3 "PVC SAN. 217 soo 00'02"'"�-1 + 0.30� +19. 4 AIA NY$ ova EXISTING LAKE 0• � (SEBASTIAN ELEMENTRY SCHO L:�..-, CONTROL EL. -19.75 w 15 „f a" LAKE BOTTOM EL. 8.0t,., I x �" ADS CONST, R1-1 30" STOP j > F.F.E. 25.5 � •(pblKILLI N X �� �; 1 1 I I W DRAINA X !®3 24" WHT STOP BASS I 4' WIDE 1 EASEMENT I N 6' WIDE CROSS W K I SIDEWALK p ++' / 10 DRAINAGE I I F.F.E. 25.5 _ o x EASEMENT 145 {- , 1 177 178 I i 179 180 181 182 0 4' WIDE 144 143 14r. 1 6 1 1 F.F.E. 25.5 F.F.E. 25.5 1 ( F.F,E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 - - EWALK F.E. 2- I INV. 18.32 0 7 " " - F.F.E. 25.5 F.F.E. 25.5 Z O 1 4 1 1 30" ADS I I 1" wp 0 I ATE LOCATIO SONAL HIG , -25.9 � N 1 � EXIST. 36" RCPF.F.E. 25.5 �1. F.F.E. 25.5 1 I jNAT R LI E; AVERA L - 22.28 4 WID ARKED TH S) SIDEWALKI rn 00 146 24.0 INV. 19.24 n .1 184 rnn R, c�.. t F.F.E. 25.5 x I F.F.E. 25.5 Z �. 13 175 _ j 2 j b -- ---- DS-39 3------- - 6" C F.F.E. 25.5 4 38 x F.F.E. 25.5 N - r 185 R/ 147 x 8" PVC ----- - ..0 F.F.E. 25,5 F.F.E. 36" ADS N 36" ADS x 14 n --- ---- _ Ds- -- --- j �12 ..r.w.� 1 DRAINAGE - - - - - - - 10' D NAGE x - - - F.F.E. 25.5 174 ,�� SEMENT k EASEME �-- - - - - - F.F.E. 25.5 . ��� 186 148 Xt X X X X •-f�i..--' -- M N F.F.E. 25, 5 j CONST. FILTER FENCE n F SEDIMENTATION CONTROL4 F.F.E. 25.5 BARRIER AT PERIMETER 11 SIDEWAL -i N SI LK 173 N F.F.E. 25.5 �' �. `1/' `� co F.F.E. 25.5 E PVC WM 45 t 2 65 LP) 10' DRAINAGE D �JURISkDIITIONAL c EASEMEN WETLA>r!D LINt 149 _ 2.45 _ _ 187 PERIMETER BERM _.-= +� u• (�.43 'A6) :v' .� . EL. 25.0 x DS 35 -18'�� _ - v. v v . .�• '� .:y a.. F.F.E. 25.526.9 F.F.E. 25.5 i MATCHLINE SEE SHEET 9 11 11 C4 N N oD 0 � w P k e vI e iu e K W W� o Fi2N>-V ~Ow ZU pWOW r�NW WWQ a 3oW �d F-IL zwpm7 a:' zpF4W000zo�W�o� ��wwpzw=7d'v . O�S27�wW Z3'N; -orgsWRFF-aw_ �a33w��^3WD Z U� J J W W04 cN O 00 � .fl Qo ch W o U_Q p z o �W z Z z W� g o m N �, �� O�Wr W ED N Zis� o =ti o 00W 0 " � ? Z H Z �` N v w 0rn W O Y � tiff J � �ti LU U � r/ V c� a � Q CL Z Q� w ]i U ~ .. J_ Ld Z CL Z Q i Z J F- U Q �m 0 Uj U )a JOSEPH W. SCHULKE V -fL• REG. NO. 47048 JODAH 8. BI FL REG. NO 7 96 ❑YN4 . ST OAR[ Ot:T] vF 2001 S EET 0 PROJECT NO. 03-022 LEGEND WATERBODY/LAKE � \V \V WETLAND LIMITS _ _ _ _ _ _ _ _ _ TRACT 'X' (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA RECREATION/LANDSCAPE AREA i i i ■ 130 F.F.E. 25.5 4' WIDE 129SIDEWAL (F.F,E. 2 5. 5 128 F.F.E. 25.5 x 30" ADS 127 +64.66 F.F.E. 2 5. 5 23.65 P 30" ADS DRAINAGE EASEMENT26 11 i MATCHLINE SEE SHEET 12 j . . . . . .-. .-. .!. ... ,., ,.,,. ,( i �i• W .i ��. V i 7 • •i.• vi • wit i i' Y. L "Y %V T Y. W Y ::•.':':'EREAT10 LAND APE WETLAND LIMITS (1,90.AG) / I ' CONST: FILTER FENCE.I .t .v .t .v w .I. w v. ,� w a` Rw SEDIMENTATION gpNTROL > > ,�� p' 44 BARRIER AT I P F�PMIbTER � -' _ TRACT �F ti°' .v �. � �SEq� F� N F.F.E. 25.5 �. STORMW�XTER IANA(EMENT, . ®�s�,,' �. RECREATION, UPLAND. & WETLAND RESERVE. yv � 4' WIDE '' y . `�' `� `v a' ' w.. Off. ;(,�PyZt� �ER`�l 6�0 �lF• ,, 2 ' SIDEWALK I y . ��G `NP$� ,I ,I . (i I' ;I . 4)' { 45 y J, CONTRACTOR TO GRADE : FOUN.E�. ��A �� . : �. j pry AROL*D PFibPOSEl�3. INLET ' '(�c�OtJON k, 'QsJ . { W { F.F.E. 25.5 Z .�.. T9' PROVIDE POSMVE,i .v 5�'Cp�� . w w' 'k 4 w. OUTFALL Z W �. I .� . Y 4, Ln i 1 taif � w • w .` ;.v• � 46 I � RIP -RAP +! � �������Y� � � \ � .:y tom•, Wit. 30-"ADS 23.1 C DRAINAGE SEMENT .: ..57 ram►. . _,� � 1 '58 ♦ (� `V Ih 1 22.5 F.F.E. 25.5 @L�R 56 48 I F.F.E. 25.5 F.F.E. 25.5 125 F.F.E. 25.5--------------- ASS DS 22 23.8 :V: k tj PVC WM . REC`A'T0.;..�..tA..N'D''S'CAPE'. 23.4 M49 ... .....''''''''' :::::::: V o: ................ •/ x F.F.E. 25.5 /24 0 0DRAINAGE : 15•: ; F.F.E. 25.5 4' WIDE �. I I SIDEWALK co 7 :DS=?t8 ..,�,.,.� A �]`y// ' 5II 53 54 S0 2 1: ^^^^ 123 ?� I F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 I F.E.F.25.5 F.F.E. 25.5 F.F.E. 25. M o X F.F.E. 25.5 1 I I ). � 59 � \S �_ 00 W ?4A 8" PVC WM w F.F.E. 25.5 i� .45 Ld is dr. \ _ PVC SAN. �2 � Ds-2t 234 235 F.F.E. 25.5 0.327b SOO'01'14' W + 4.53 312.70' - N 0.38� 24.36 ...`. W � W� v -y Ds-zo (� - x 60 F.F.E. W -> 121 15" ADS n _ Z M#� J F.F.E. 25.5 I CON 1 1 STOP { 4 WIDE SIGN, S El. IONS, ci , UI SIDEWALK 24 WHT S 0 BAR 4 z {- 120 6' WIDE WALK Y.'©: K F.F.E. 25.5 Lo 119 118 117 116 115 w:.' Q z • R 00, - - - - _ F.F.E. 25.5 ` F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 '.'•'•'.'•'• � - 4 24 10' DRAINA E 62 10' DRAINAGE """""'=" EASEMENT v -l- - - - - - - - - - - - - EASEMENT ... R W - ... COF.F.E. 25.5 '65=28- - - - W Dg - - -DS- { II�-1 O' DRAINAGE I EASEMENT .... .... . -- t +77,86 106 2510 H > 1104 105 F.F.E. 1 { (' I F,F., 25.5 ( / 107 108 15111 112 113 114 10 63 F.F.E. 25.5 F.F.E. 25.5 4' WIDE F.F,E. 25.5 F.F.E.25.5 F.F.E. 25.5 F.F,E, 25,5 ( F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 I DEWALK � I 8 � p �f u� a ... . +, .do-:. ...a k .y -�-. :., _sue .� n _. *�'• r "� ft!!,! �.,.� 0 3 309 , .. .,,:. ypw w.}v.�-. .., d..T.. ..:.. ... ...:.... rf..er W..: 4. ,{ ,.....�. r+�_£.: .,..-l. Efir'ii :., a!' .-J'... .. t,e:5i. �.. v ...,.:. Y. _..,.;�nY M .4..-......... rpm aArr 312 8" PVC SA Ds 4 >�, aAN aAN-aA� F,F.E. 25.5 N8" PVC SAN.AAv$ a,38x -j _ _ O. :G SOO'01114"W 259.31' WAT a• DS-z3 65 8" PVC WM 15" ADS 8 PVC WM 4' WIDE I SIDEWALK I I x \ F.F.E. 25.5 / 66 F.F.E. 25.5 77 76 75 74 73 72 71 70 69 68 67 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 i, F.E. 25.5 F.F.E. 25.5 F.F.E. 25'5 F.F.E. 25.5 F.F.E. 25.5 F.F.E, 25.5 F.F.E. 25.5 F.F.E. 25.5 `-25' P.R.D. r Ln BUFFER T � n O �I tr < m CONST. FILTER FENCE IMEN DTATION CONTROL x BARRIER AT PERIMETER f" } CONST, FILTER FENCE SEDIMENTATION CONTROL BARRIER AT PERIMETER x '1211 LEGEND ♦ PROPOSED STREET LIGHT EXiS71NG SPOT ELEVATION ® PROPOSED DRAINAGE INLET PROPOSED SPOT ELEVATION E PROPOSED MODIFIED MIAMI CURB INLET ® EXISTING SANITARY SEWER MANHOLE 23 PROPOSED GRADE /CONTOUR PROPOSED DRAINAGE JUNCTION BOX • �-►- PROPOSED DRAINAGE FLOW pIRECTION AND / OR C,L SWALE 0 SANITARY SEWER MANHOLE LABEL --• PROPOSED FORCE MAIN IDS-1 DRAINAGE STRUCTURE LABEL -� PROPOSED SANITARY SEWERLINE PROPOSED FIRE FlYDRANT PROPOSED DRAINAGE PIPE j PROPOSED WATER MAIN FILTER FENCE/SEDIMENT BARRIER SW-2 SURFACE WATER TO BE FILLED: NOS: 0.15 ACRES TOTAL WETLAND AREA 0.15 ACRES TO BE FILLED DENOTES CONSERVATION AREA WETLAD (0.1N5 AC) AT ALL PERIMETER BOUNDARIES, A SEDIMENT BARRIER SHALL BE PLACED AND CONTINUALLY MAINTAINED UNTIL THE TRANSITION SLOPES ARE STABILIZED AND SODDED. j P.R.D. BUFFER BUFFER ALL LOTS SHALL BE ROUGH GRADED, AND ALL BERMS AND SWALES GRGADEED, STABILIZED AND SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION. D THE RIGHT-OF-WAY SHALL BE GRADED AND DISTURBED AREAS SODDED 14 WITHIN 72 HOURS OF FINAL GRADING (CR 512 AND POWERLINE RD). LANDSCAPING REQUIREMENTS: AT ALL BUFFERS, THE FOLLOWING WILL APPLY: -ALL LANDSCAPE MATERIAL' MUST BE FLORIDA' #1 OR BETTER. -ANY LANDSCAPE MATERIAL' IN SHOCK WILL BE PERIMETER BERM REPLACED PRIOR TO THE ISSUANCE OF A EL, 25.0 CERTIFICATE OF COMPLETION. ALL NUISNACE EXOTIC VEGETATION, INCLUDING MALALUKA, ON -SITE AND WITHIN THE WETLANDS TO BE REMOVED. I PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION, COUNTY ENVIRONMENTAL STAFF WILL INSPECT THE CONSERVATION AREAS AT THE PROJECTS PERIMETER AND IDENTIFY ANY AREAS THAT NEED ENHANCEMENT TO MEET THE "OPAQUE" BUFFER FEATURE. STAFF WILL DESIGNATE THE TYPE, SIZE, AND NUMBER OF PLANTS TO BE ADDED. ALL LOTS ADJACENT TO THE PERIMETER PRESERWATION/BUFFER AREAS SHALL HAVE A 4"x4" POST, 36" ABOVE THE FINISHED GRADE, SET AT EACH LOT CORNER. EACH POST SHALL HAVE A 12"02" PVC SIGN WHICH READS "CONSERVATION EASEMENT". x NATIVE VEGETATION ON TRACTS A, G AND I WILL BE PRESERVED. ONLY �• EXOTICS WILL BE REMOVED. NATIVE TREES WILL BE PRESERVED ON TRACTS C, H, J, K, L, AND M. EXOTICS WILL BE REMOVED AND LIMITED AREAS WILL BE UNDERBRUSHED TO ACCOMODIATE THE PASSIVE RECREATION AREAS. 3'-3" 2.5" LETTERS WETLAND 1.5" LETTERS PRESERVE AREA PRM NO CLEARING, TRIMMING, C O MOWING, OR DUMPING IS PERMITTED WITHIN I N �i D P d Jp 3 p P - lJ 1� THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER I -tt: x Z n o MANAGEMENT DISTRICT ABINGTON WOODS 0� C� -Z 3 O f 4" X 4" P/T LUMBER YV Y11 I" YV Yy PRESERVE AREA SIGNS TO BE PLACED AT REAR LOT CORNERS ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. WETLAND PRESERVATION SIGN 0 s 0 N N co a 3 3 III O Q U O � w w��Nav =oo �W W�UpQ73q�W �ra�z�Zc~ij0= woagaary�n w¢K=OZg Zw� Z yFO�}U010 mrZ" KKW �00:2z :;i � w o�z� w w d� Z w� d J 3xN -D=J 4. w�N w�a U` b�■ J � _ " W � n Q 0) � W M� Q= QN C� o p W0Lj_Q zo�w W co V J o In rn v, N X o > W Q LL- N o Vj LL �- W U ~ co WEoCD LLl q LouU T �C � tiffo It CN U uj V/ � C� Z 0 J � Q CL Q Z Lu � Ld x Z °-Qo � Z Q IWAT WAT WAT 1 13 I' 14 I 15 I' SECONDART/EMERGENCY ACCESS � I \ JYYALt - - - - - - - - - - (2) RED/RED OBJECT MARKER SIGNS OVERHEAD FPL NICH VOLTACE ELECTR -&INE5 EXIST. pERIMETE 'DIRT ROAD r- EL. 25.0 o- `_ - - \ ,�OVERH �\ CTaC-LILLI t�IES- W /7 77' 7 7/ 2 V W C33 34 rn- z UI25.5 F.F.E. 25.5 F.F.E. 25.5 F.F.E. 25.5 4' WIDE I CONST. � � I I _r IDEWALK I SIGN, .wS . a� a� U ;_ O 0 CL to 0 M O 0 0 a 0 0 c� CL I N N 0 In z J CL a z . W . CL i i rn 3 j N N O M 0 0 c �3 0 0 c a a (D to _a U T O U N N O tn O CONNECT TO I RELOCATE EXISTING FH I 20' PAVED ROAD WAT WAT WAT WAT .. W-4 •--� (y) I I �0 D 13 ' 12 < \ (D (2), RED/FED MATCHLINE SEE SHEET 11 j I. i i I I j r GRAPHIC SCALE ow==�111 ~01W *�� - _ LEGEND WATERBODY/LAKE �- WETLAND LIMITS i � w _ _ _ _ _ _ _ _ _ TRACT Y (NOT INCLUDED IN PUD-R) UPLAND PRESERVE AREA RECREATION/LANDSCAPE AREA Power Line Rd -(EXISTING DIRT ROAD _ i 22.5 3 -s" POWER LINE ROAD EXISTING DIRT ROAD s'-2- (TO BE PAVED BY OTHERS) ' 2.5" LETTERS 00 WETLAND q � 1.5" LETTERS PRESERVE AREA CJI w NO CLEARING, TRIMMING, MOWING, OR DUMPINGW I Crl IS PERMITTED WITHIN THE PRESERVE AREA BY ORDER OF THE m o•� ijI{P. ; S RIVER WATER MANAGEMENT DISTRICT ABINGW00DS O 4- X 4- P/T LUMBER I' ve/Al\ NOTES: DENOTES CONSERVATION AREA AT ALL PERIMETER BOUNDARIES, A SEDIMENT BARRIER SHALL BE PLACED AND CON71NUALLY MAINTAINED UNTIL THE TRANSITION SLOPES ARE STABILIZED AND SODDED. ALL LOTS SHALL BE ROUGH GRADED, AND ALL BERMS AND SWALES GRGADEED, STABILIZED AND SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION. THE RIGHT-OF-WAY SHALL BE GRADED AND DISTURBED AREAS SODDED WITHIN 72 HOURS OF FINAL GRADING (CR 512 AND POWERLINE RD). LANDSCAPING REQUIREMENTS: AT ALL BUFFERS, THE FOLLOWING WILL APPLY- -ALL LANDSCAPE MATERIAL MUST BE FLORIDA #1 OR BETTER. -ANY LANDSCAPE MATERIAL IN SHOCK WILL BE REPLACED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLETION. ALL NUISNACE EXOTIC VEGETATION, INCLUDING MALALUKA, ON -SITE AND WITHIN THE WETLANDS TO BE REMOVED. PRIOR TO ISSUING THE CERTIFICATE OF COMPLETION, COUNTY ENVIRONMENTAL STAFF WILL INSPECT THE CONSERVATION AREAS AT THE PROJECTS PERIMETER AND IDENTIFY ANY AREAS THAT NEED ENHANCEMENT TO MEET THE 'OPAQUE" BUFFER FEATURE. STAFF WILL DESIGNATE THE TYPE, SIZE, AND NUMBER OF PLANTS TO BE ADDED. ALL LOTS ADJACENT TO THE PERIMETER PRESERWATION/BUFFER AREAS SHALL HAVE A 4"x4" POST, 36' ABOVE THE FINISHED GRADE, SET AT EACH LOT CORNER. EACH POST SHALL HAVE A 12'x12" PVC SIGN WHICH READS 'CONSERVATION EASEMENT". NATIVE VEGETATION ON TRACTS A, G AND I WILL BE PRESERVED. ONLY EXOTICS WILL BE REMOVED. NATIVE TREES WILL BE PRESERVED ON TRACTS C, H, J, K, L, AND M. EXOTICS WILL BE REMOVED AND LIMITED AREAS WILL BE UNDERBRUSHED TO ACCOMODIATE THE PASSIVE RECREATION AREAS. LEGEND ♦ PROPOSED STREET LIGHT EMSTIM0 SPOT ELEVATION ♦ti5P ® PROPOSED DRAINAGE INLET PROPOSED SPOT ELEVA71ON II& PROPOSED MODIFIED MIAMI CURB INLET G - EXISTING SANITARY SEWER MANHOLE 25 PROPOSED GRADE /CONTOUR GAGE PROPOSED DRAINAGE JUNCTION BOX • �OWWW0[ fi AND ON S_1 SANITARY SEWER MANHOLE LABEL - �• PROPOSED FORCE MAIN DS-1 DRAINAGE STRUCTURE LABEL PROPOSED SANITARY SEWERLINE�� PROPOSED FIRE HYDRANT PROPOSED DRAINAGE PIPE !/ -� �r •e -� PROPOSED WATER MAIN FILTER FENCE/tOtWENT BARRIER N Z j I aPRESERVE AREA SIGNS TO BE PLACED AT REAR LOT CORNERS ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY R' DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. PRM x114.6 WETLAND PRESERVATION SIGN Io z° DRAINAGE STRUCTURES DS-1 DS-11 DS-21 DS-31 DS-41 DS-50 MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET CONTROL STRUCTURE DRAINAGE MANHOLE TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' MODIFIED TYPE 'C' TOP = 23.8'f INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' TOP = 24.0 INV = 20.0' DS-2 DS-12 DS-22 DS-32 INV = 18.8 MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET DS-42 TYP 51'<20 TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' TYPE 'C' INLET TO = INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' TOP = 21.20' V = DS-3 DS-13 DS-23 DS-33 INV = 17.5' MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET >5�TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' DRAIN <20 INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' DRAINAGE MANHOLE 3 TOP = 23.0 DS-4 DS-14 DS-24 DS-34 INV 17.8 (NE MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET DRAINAGE MANHOLE INV 17.8, (NPI TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' INV = 17.3S) T -53 ' LET INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' DS-44 TOP - 5' DS-5 DS-15 DS-25 DS-35 DRAINAGE MANHOLE = 20• MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET TOP = 24.0' >S-TOP = 23.45' TOP = 23,45' TOP = 23.45' TOP = 23.45' INV = 19.5'C' ETINV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' -45 3.5'DS-6 DS-16 DS-26 DS-36 TY 'C' ET 2 . DRAINAGE MANHOLE MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET TOP 5' TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' = 20• bS-55 INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' >Y--46DRAINAGE MANHOLE DS-7 DS-17 DS-27 DS-37 <0.' TOP = 23.8't MODIFIED MIAMI INLET DRAINAGE MANHOLE MODIFIED MIAMI INLET MODIFIED MIAMI INLET INV 20.0' TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' DS-56 INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' TYPE 'C' INLET DS-8 DS-18 DS-28 DS-38 >--47 <S': TOP = 22.2' MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET INV = 19.1' TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' DS-57 DS-9 DS-19 DS-29 DS-39>9,r TYPE 'C' INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET DRAINAGE MANHOLE MODIFIED MIAMI INLET <20 TOP = 22.2' TOP = 23.45' TOP = 23.45' TOP = 23.45' TOP = 23.45' INV = 19.1' INV = 19.5' INV = 19.5' INV = 19.5' INV = 19.5' OS-10 DS-20 DS-30 DS-40 >-49MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET CONTROL STRUCTI�RE <0.' TOP = 23.45' TOP a 23.45' TOP = 23.45' MODIFIED TYPE 'D INV = 19.5' INV = 19.5' INV = 19.5' TOP = 23.80 INV = 20.0 0 s N rn o 0 Z � W O O O U w p = ZONTV ~mw =(7 l-WOwj 7-CN� ~ww�UOm3�W �wo�ra�F-�voa'w a�a�zw��aa�3 �ww �xozZwog w zp��oo o mFF a� owix�wWwZ3�rc UU x= ,=-d33w�N3wS R� U� .. Q O co W M Q � <5 ' U7 Q � 00 !iz o O � 0 W O u- Q . o z 00 wpoQ -w�Z u) �o� N � o 06 Z >� W QLL CV Z o =� o U M � ~ W Z Li N .. `� V 0 O W J � � ►N D T` Lu U � v V Q Z J Q 6j- zw C J _! Ld 7 Q � CL Z Q Y Z J I- U � i- m OW U V) JOSEPH W. SCHULKE REG. NO. 47048 ❑ J ODAH B. BITTLE FL REG. Ng57 ❑ WI REG DAOCT4 SHqtT 2 OJECT NO. 03-022 T i 1 i 2 i 3 I i i 5 i 6 i 7 I 8 9 i 10 i 11 i 12j'..I 13 i 14 i 15 ( II < 12 , 11 10 9 EROSION CONTROL NOTES I , I I 13 ' I I g 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap EXISTING j i I i Sebastl n Highlands SLIvislon, P.B. i5, PGE. 14 shall be constructed as a first step in an land -disturbing activity and shall be made functional i i i I k I i i i I i i i i i a► i i i i i 1 sedimentP Y 9 Y before u sloe land disturbance takes lace. DRAINAGE 2. All sediment control measures are to be adjusted to me _ upslope P OUTFALL -raw ewu � et field conditions at the time of construction and - - --- --- --- -�---- ___y.._.___. - __- --- .-- I I' � Ica a • -'� be constructed prior to an grading or disturbance of existing surface material on balance of site. Perimeter - P Y 9 9 9 ss�c _ _ sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent ---- -- INV. 19.5 Tract E ___ ._ raraFseet .__ ... _-___-_. .__ _ ... ... properties. OUfFALL ---- - --- -- PROS: I L0�'I=A .- - - - - - .. --- -- --- Sebastian d� S bdty! i ar i 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final FOR SCHOOL TURBIDITY BARRIER l;Highlands u on, P.B. 5, PGE. 14 grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'a � wa raj-� - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - -- POWER LINE ROAD------------------------------ -------- oe`g"-- - - to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. _.. .._ _ _ _x,e„ D - � --- --- -ram--- - - --- --- --- --- - - --- --- --- --- -- ... variKsa�u Power Line Rd - � ... NO DNtT ROAD Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. oRCK orrew I. "-' --- 4. During construction of the project, soil stock piles shall be stabilized or protected with sediment_--_-_---_--__---_--__--_-_- na--_-_--__-__--_---__-- - _--_-----_----__-------------------- - - - -------� j trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. or 15' f enui 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanentlyCONSTRUCTION stabilized. CONSTOF 30 ADS DISCHARGE CULVERT RUCT 131 LF LL EE EE �, ENTRANCE 6. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged SEDIA�T�NTATiON CONOL I I' devices shall be corrected immediatel 24.rJ + y' 24.5 BARRIER AT PERIMETER j 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within on adequate temporary or permanent channel, flume or slope drain structure. 3 . 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer 1 II inlets that are made operable during construction shall be protected so that sediment -laden water cannot ____ -� --- _______________ __1 ______ i enter the conveyance system without first being filtered or otherwise treated to remove sediment. - I CCppNNggT LL R �N Ya Ys 9 _ CONSTRUCT O �: BEN CO OL 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, �II- r OF SWALE P 'T MPORARY I, BARRIER AT PERIMETER I control sediment transport and stabilize the work area to the greatest extent possible during construction. DISCHARGE SWALE DETAIL 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure I EXIST. GRADE intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually I _ + responsible for all sediment leaving the property. Sediment control measures shall be in working condition - EL. 24.0 t at the end of each working day. _ - 11. Where construction vehicle access routes intersect paved public roads, provisions shall be made to I- - minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto ,20.Of 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 TEMPORARY DISCHARGE DITCH provision shall apply to individual subdivision lots as well as to larger land -disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. Anchor Boles With 2 - 2' x 2' x 4' Sidewalk Stakes Per Bole. oven 0 -- - Riser Apron Ditch ❑ _Ditch .w Curb Gutter - �- b &Gutter & Cur PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 50, On Centers i Typ. J j As Required Limits Of Construction Sod I. Silt Barrier Anchor Bales With 2 - 2' x 2' x 4' PLAN ?Overlap Ends 7(c Stokes Per Bale. 1 50' Max. 50' Max. ------ 4444a�Flrl Slope ELEVATION _Ditch Bottom Inlet TO BE USED AT SELECTED SITES WHERE THE Median Ditch NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE S1l1 Bowler Vi' eM fix. Cross Droln �1 Flow - y Bales To Butt Anchor Boles With 2 - 2' x e x 4' Stakes Per Bole. 5o Mox. 50' Max. Endwall Slit Barrier PLAN 6' Mln Sod Fill Slope Limits Of Constructlon ELEVATION DITCH INSTALLATIONS TO BE USED AT SELECTED SITES WHERE THE AT DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence Of Established Gross (Approx. 12' x 121. Secure Edges By Entrenching And Extend Under Bogs and Boles. Fabric Shall Meet The Requirements Of Sand Bogs Section 985 Of The Standard SpectrIcatio/As. Cost Of Fobr)c To Be 5' Mtn, included /n The Contract Unit Price For Bored Hay Or Straw, TN. Loose Solt Placed By Shovel And Lightty Loose SWI Placed By Shovel And Lightry ??? Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Boles. PLAN or sores. PLAN Roll Post ry f MIA. Recommended �Typ N Min. Recommend Anchor Lower Bolas With 2 - 2' x 2' x 4' Stakes Per Bole. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole Anchor Top Bolas To lower Boles With 2 - 2' x e x 4' Stokes Per Bole. ELEVATIONI ELEVATION Application and Spoo/V The use of Types 1 & 11 bale barriers should be Nmlted to the conditions outlined in Chart I Sheet I of 3, index No. 102 TYPE Ir TYPE I BARRIER FOR UNPAVED DITCHES Post Optiotas Wood 2f Mtn. a Wood f x 4' Opttowl Post Positions 04* I f x I { 'r PNta/p/s Post PcsnF Sloe/ /.33 LAs/Ft. Min ' ' Finer Fabrk fhn �, s fCa'Had or Toward Flow1 6' Max. OWN1e1onoe Wnh Sec, so FOOT $PW Finer Fabrk SIN Flow TZ ELEVATION SECTION Note► Sin Fence to be poid for under the oontmo► unit prke for Stated Slit Fence (M. TYPE LT SILT FENCE + . 4 •, �-� _ N SIN Flow or Notes Spacing for Tme IT Fence to be In Type S/n Fence Proteotian oxwdwae wNh Chart Z Sheet i of 3 Around Dndi Bolto,e !Nets. and ditch lnsklAVI at drainage slruchves Sheet 2 of 3. Type X Oo not dspky in o amnner that sin fences will act as a akin/ aorwa permanent flowlnp Slit Fence watetoxnes. Sin fences are to be used at upland locatlow and &bhntr borHers used at pon mnent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls'shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Management. - Reference F.D.O.T. index #102. EROSION CONTROL DETAILS N.T.S. HAY BALES OR SILT FENCE (TYP•) T,ER INTO LAKE /SEDIWATION CONNTROL BARRIER AT PERIMETER I ppNNyy�� FlFl��TTEE ��EE i /_05AiN N C�NSOL DEWATER E DISCHARGE PARRIFR AT PVRIMrTFR INTO LAKE 1 CCppNNyy��' LL� n SEDIM�N�ATION CONOL �� BARRIER AT PERIMETER - c ---------- •\----------- - ------ ------- ----- -- \` ------------------ ---------------- - ---------- J�� � • CIS � - `�a�\, LAKE 2 DEWATER J DISCHARGE INTO LAKE 1 ti v,d I T' A site plan must be developed and must contain, at a minimum, the following information: 1. Drainage patterns,- See Survey 2. Approximate slopes after major grading activities, -See sheets 8-12. 3. Areas of soil disturbance, - See sheets 8-12, and this sheet. 4. Outline all areas that are not to be disturbed, -N/A. 5. Location of all major structural and non-structural controls, -This sheet. 6. The location of expected stabilization practices, -This sheet. 7. Wetlands and surface waters, -Sheets •8-12, and this sheet. 8. Locations where stormwater may discharge to a surface water or MS4. - See sheets 8-12 and this sheet. Describe the nature of the construction activity: Construction, land clearingand earthwork for residential subdivision. Describe the intended sequence of major soil disturbing activities: 1. Install silt fence around perimeter of site. Clear land. 2. Const. temporary dewatering ditch and install 131 If of 30" ADS discharge culvert. 3. Excavate lake 1. Dewater into ditch. Sod lake banks of lake 1. 4. Excavate lake 2, dewater into lake 1. Sod lake banks of lake 2. 5. Excavate lake 3, Discharge into lake 1. Sod lake banks of lake 3. 6. Excavate lake 4, Discharge into lake 3. Sod lake banks of lake 4, 7. Excavate lake 5, Discharge into lake 1. Sod lake banks of lake 5. 8. After all lakes excavated, banks stabilized, then backfill ditch/place permanent outfoll pipe with control structure DS-40. Total area of the site: 57.73 Acres Total area of the site to be disturbed: 56.25 Acres Existing data describing the soil or quality of any stormwater discharge: See Survey Drainage area size for each discharge point: Entire Site = 57.73 Acres SEDIMTNTATIN CONTROL BARRIER AT PERIMETER DEWATER / DISCHARGE INTO LAKE 3 _ W W i i \/ W i i W l W i i i i W W W i i V i i W i i W W W W V V W V V •SV/// v CCppNN LL � �E � W i V r• SEDI5itNNATI�N CONTROL BARRIER AT PERIMETER V y y W " •r !Y r ♦ W i W IW // W V V '► V W i W V Y••y W i i i ♦ W W i V i W IY i i W i i i i i i i i i W i W i i i i W i W i i W i i w i W W i i i i W W i WFzWDe LIMITSi i W W i i W i i w i i V W W i i( 496 ,A4 V �• i i i i i i V V W i i V V V i V i W W V V V V W W V ♦ V V V i V / i V -' ♦ _-{` V W V' W V V V V W W W w i rL` i i V i V W i i V V 'V V •Y _ i i J• i W i i i i W •,- W V VW W w EXIST. WETLAND (0.15 AC) - TO BE FILLED 0I9WATION COSOL", BARRIER AT PERIMETER \I i 11111110 'C T ■wFfcx Best Management Practices (BMPs) and measures that will be implemented at the Offsite vehicle tracking: construction site and time frames in which the controls will be implemented: -Provide hard surface at temp. driveway (coquina). The contractor will use Hay Boles, Silt Fence, Filter -Regular maintence of adjacent road right of way, including Barriers, and other BMPs. See detail to left. street sweeping, rut repair in non -paved areas. Time Frames: 1. Place silt fence at perimeter prior to clearing. Application rates of all fertilizers, herbicides sand pesticides: 2. Place floating turbidity barriers at end of prop. discharge culvert -None proposed. 3. Stabilize and sod each lake as completed. Storage, application, generation and mi ratioln of all toxic substances: 9 � PP 9 9 Temporary and permanent stabilization practices: -None proposed. -Temp.-hay bales/slit fences/floating turbidity barriers per plan. Description of the maintenance plan for all structural and non-structural controls -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. -Contractor shall inspect and maintain all controls daily. Structural controls to be implemented to divert stormwater -Engineer shall inspect periodically. (monthly, min.) flow from recieving waters: -Temp. discharge ditch w/ hay bales -Temp. drains to lakes "I certify under penalty of law that this document and all attachments -Permanent detention ponds.y P y were prepared under my direction or supervision in accordance with a All sediment basins to be implemented for areas that will disturb 10 or more system designed to assure that qualified personnel properly gathered acres at one time. The sediment basins (or an equivalent alternative) should and evaluated the information 'submitted. Based on my inquiry of the be able to provide 3,600 cubic feet of storage for each acre drained. person or persons who manage the system,' or those persons directly Not required, less than 10 acres. However, providing: responsible for gathering the information, the information submitted is, 1. A temp. discharge ditch with 9410 cf storage with hay bales. to the best of my knowledge and belief, . true, accurate, and 2. Upon completion of lake 1, there will be ample capacity complete. I am aware that there are significant penalties for as a temp. sediment basin. submitting false information, including the possibility of fine and imprisonment for knowing violations. Permanent stormwater management controls such as, detention or retention systems or vegetated I swales -Wet detention systems incorporated as permanent BMP for water quality control. Name (Operator and/or Responsible Authority) Date Describe in detail controls for the follwing potential pollutants, Waste disposal: Project Name and location information: -On site waste will be containerized. O m m 3 N � 6 no C� (J) O I O I O h 0 � O W � o zON>U OW �yZjW QOU�m3�W �azaQz�o�aa~3 `Zz'om 0Fozo�WO Z7o�3 OIL==j��W W3jU-' a�33w�N3z�(Lo0J ■ U�■ J a = O �J (0 Q 0 W C4 /••� V1 Q 00 00 Q00 V) W O O Q p Z0Qw Wg o CD �%� 4N0a) O V PI O ? PIW Q LL_ N o ?ti �.- W o U_ M� W L � O W v w U M U Y. ti ti "It � D � J U � v Z V) o Z ~ >Q0CL LJ('=Z O W L.L_ LLJ lid z W U J p E J o F- Z LLJ w LLJ W a- V Q w c�Jn 0 U � Y w=a W 1M W. SOiULKE REG. NO. 47048 ❑ JODN4 B. 8ITnE/ FL. REG. N0. 396 M 2A OJECT N0. 03-022 . _ _ _ _ _ _ _ . - I. . , I . SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION STAPLE FILTER BARRIER - MAXIMUM TRENCH WIDTH � �M� a%• ATE 4'X4` TRENCH BURLAP OR STAND. STRENGTH SOD MUST BE FLUSH i Q \ in GENERAL. EXCAVATE 4 FT. AND 5 FT. SIDEWALK IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, AND BRIDGE CONSTRUCTION , AND BACKFILL OVER 8` SYNCH. FILTER FABRIC 2 X PIPE DEPTH -F W WITH SIDEWALK a - > LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE . TO THE WOOD STAKES 1" TYPE S-3 ASPHALT I DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING OF FILTER FABRIC OF FLORIDA AND ITS DE Z 0.02 F7./FT. TO CURB (MIN. 1000 P.S.I. MARSHALL) . TION" Z O*qq N RIDGE CONSTRUCTION" COQUINA SHELL COCOMPAC ED N FOR ROAD A D B 6" COQU S E P IFICATIO $ H7aNADs EC 5 D R KIN SUCH r TERMINOLOGY. THEREB YMA GS PR VI PROPER WHICH WOULD PROVIDE F \ O HT T' 180 N7 I AA 0 WAY A D � DENSITY S " T R AD � MAX DE S TH FDO 0 E \ � T 98 • R TO +-,� 0 ) R HA REFS I I r A T S LL NTR C 0 •• ,•• N TH 0 III E C PROJECT, IN ADD 0 Q /� � r AS THE "STANDARD SPECIFICATIONS" FOR THIS , / r � ,� � •�•' '•�•:�'�� ��,�"'.•��'.',�•.':.'•`�••: / / TRAFFIC DES STANDARDS", LATEST REVISIONS. IF ,WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH F / . / e..,... ..o . •, .. I I .. . ,.•• ;:.....>",,'' ::t:::`� K�/�\�, AND TEST TO LBR 100 IS REFERRED TO, IT .SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. OYot PLACE AND COMPACT / ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL F.a (9 STABILIZED SUBGRADE (LBR 40) _ _ fn a REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO X IN G LIFTS. 4" THICK CONCRETE MINIMUM. (987< COMPACTION AASHTO T-180) _ _ I�- j `L . BEGIN WORK. SI IS II$J IS 11� 1 3 \ - N AND SMALL SUPPLY ACL W 3,000 P:S.I. ® 2$ DAYS. � ,I _ _ F NSPECTIO 5 FILL COMPACTED TO . THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED I SECTION W W . EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. - NOTE: TIT-III-TIT-Ilj�lll-TI= a THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, -WHEN CONSTRUCTED ACROSS DITCH LINE O SIDEWALK NOTES: 98% MAX. DENSITY in DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE, THE PLAN CONFIGURATION SHALL RESEM�LE PIPE O.D. +4 Sin LL. AN ARC WITH ENDS ORIENTED UPSLOPE. Q MAXIMUM WIDTH 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND W I CLEARING/GRUBBING -BURLAP - MIN 10 OZ./SY MATERIAL THE CONTRACTOR SW ALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, 3`x3` WOOD STAKE MIN. ' CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT INDEX N0. 310. DRIVEN 12" INTO FAOUND. It Z 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM. OF 5-FEET O.C. TYPICAL ASPHALTIC CONCRETE PAVING SECTION a INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS - FlEETI FABRIC -SYNTHETIC MATERIAL O " " O - - WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE MEETING STD. TESTING VIM-61,62 W AND SHALL BE IN ACCORDANCE Wf FOOT INDEX N0. 31fl. w WITH SECTION 110 OF THE STANDARD SPEOIFICATIONS: 757i FILTERING EFFICIENCY AX. AX. Q 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN N.�+. GRADING. -FILTER TBARRIERS S SHALL BE MAN PE MANENTLY 7 Nap ',;,': i v FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS � a THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A X GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH TOP OF CURB GUTTER GUTTER FLOW LINE TOLERANCE OF 0.2 II FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, Y AvaT FII.TEf2 BARRIER _ STABILIZED. r- " Lt! SHALL 8E REPORTED AT 7, 14, AND 28 DAYS. 1-1/2" a AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED 1 THE PLANS. MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO Loon MAXIMUM DRY DENSITY. W.S.F. N0. MEAN, OR _ _ FINISH GRADE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAIN C 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS EQUAL FRAME AND GRATE _ HAND PLACED 6. SURFACE WITH LIGHT BROOM FINISH. I - / - - - � - N AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING LOWER QUADRANT TO BE IN THIS REGARD, HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, SELECT MATERIAL s. SOD ALL DISTURBED AREAS: 1 ; SHAPED TO RECEIVE PIPE �• coNST. s" THICK AT DRIVE>dlAYS °'•,''CURB '� f' CURB.''...•• ° EXPENSE. OR RECEIVING WATERS0. A AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW BELL ANb BARREL ���Qg� �a I(\\f! ® {i �•�; ,•. : . .• ► �::. ' ' .0• d SOD: DISTURBED AREAS WHERE ER051ON COULD OCCUR DURING CONSTRUCTIONI In SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL: MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. N 0 T E S: n �/�� e THICK TO SECURE A_DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION ��D� 111J �1�� lP7llW�lYL=J�� CPC 60�6CQ5�00[I�g �P o o b SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS. AND BACKFILLING OF EACH INLET. 1) THE CONTRACTOR SHALL COMPLY WITH REgUiREMENTS FREE OF LARGE VOIDS ROOTS WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FLIER BARRIER OF THE FLORIDA SAFETY ACT. I' ,e.r t 22" SQUAREcn •,' N d O. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL 8E REPLACED BY SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. 2) BACKFILL TO 12 MAXIMUM LAYERS OR OTHER APPROVED DEVELOPER TO INSTALL SIDEWALKS ADJACENT:; TO COMMON AREAS. CONTRACTOR. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. METHOD TO ACHIEVE 98� COMPACTION UNDER PAVED SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME 4'-O" MINIMUM, Oil LARGER , 0: '' . �. 3 c 3 EMBANKMENT CONSTRUCTION Z FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE SURFACES AND 95� COMPACTION UNDER OTHER SURFACES1. ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR, PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BUILDER. ° AS REQUIRED '` > • °. '' e , o p PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT AS ESTABLISHED BY A.A.S.H.TA. METHOD T-180. CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE CRASS COVER. INVERT ' W 3, SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION U j� ° CZ9 WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, TYPICAL TRENCH DETAILS I I I I ' d, n • O O U d MATERIAL: SELECT GRADE; A.A,S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) FLUMES, ETC. A JA CENT TO THE EDGE OF ALL NEW PAVED SURFACES. . F , • W COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H,T.O. T-180). 4. PROVIDE 18 MIN. WIDE STRIP OF SOD D CE NOT TO SCALE I I 1 '' GRA r EL 1 ATION o 0 0 ,FLOW. LINE O c o i COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL, BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. ENT CONTROL PLAN THIS POINT CORRESPONDS TO ELEVATION PIPE DIA. PIPE DIA. EROSION AND SEDIMENT _ MOOIFIE MIA !.CURB W.� � XwW OF TOP OF INLET GRATE A5 PER PLAN I I I AlA PER PLAN ' '• = (S, x W.- STAKING \ I I I I ,y t. I * " .-..` . ¢x=woa.us = Y,. W U V pW O_ ?, .. • 7 .•. .• �• zWgV�Om3�V CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. �- w K Ow „ " - „ I •' •F. AVEMENT �a zz Sa,- STABILIZING 2 -� 3 f 4 R j; I i %2 FLOW LINE ELEv. TR T THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE W a I r �t D `Q i=o,a�0000'm-5 STABILIZED SUBGRADE SHALL BE CONS UCTED 0 _ PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, AIL STABILIZED AREAS SHALL BE COMPACTED TO AT 2" 11" 11" 2" PAVEMENT ~ .t` i .,. Q�C'rW1'�ZWJ�U' LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. F- ♦ =&_X: �C�W�0 BASE COURSE �•bo . THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL 2•• Z p . . N I O_ I. +' BOTTOM ELEV. ;.• •h ra33w�� woav MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. 3'-4" I UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED m ,::, j a IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR 4 F Q, . •.j.• E • '• �•,•• CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. 1. 24" 3'-4" - I ELEVATION TEEN F.D.O.T. TOP VIEW a PRIME AND TACK COAT 5 314 2'-3 5/8- 5 3/4 I d ._.Z. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) O " M Q O n /� jy /� 1. NOTE:FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P" OR "TYPE J'. IN ACCORDANCE J r TYPE S-1 MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 4. I U V LJ O D D I k I (l\!A t I f f t I 1 11 1 I LjLJIJ UU a UIIiJ IILJJI �J `�.J WITH F.D.O.T. STANDARD INDEX No. 200. . � � AND 331 OF THE STANDARD SPECIFICATIONS. 4 ' - v 4 .•• ,• ►• v. • • . . N 1 LI,� c CURB TYPICAL MODIFIED MIAMI CURB INLET � ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.. 0 ► '. ' + �, t • M awmzAj INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET.co z CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.b.O.T. INDEX No. 304. , x GRATEa. R NOTE: O .t � ,! � ,'•.•. MODIFY WIDTHS AS �, J � a. TESTING - ' 4 .I 1, REQUIRED PER PIPE N.T.S. Q M N APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS 2 1 /4 • Vri, 1, ❑ W N a. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A � I SIZING. ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE. MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY j� I p ASL � 8;, 4 I' REQUEST FOR PAYMENT ON THE ABOVE ITEMS. d 2'-4" +Iw . TOP EL 24.00' 'TOP EL 24.00' � O Do 0 � THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: 2"I I 11 I A. EMBANKMENT: 4 ! ' '° �- ^. 1 _ (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. I I 4 2" CLEAR ' • '. Qr � � .i7 S. SUBGRADE: W ' J.. I. O 00 O N (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20.000SF OR CLOSER AS 2'-O"sm - „ ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ❑ W O �J MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) 1 OC • , P 2 .' I r �, x A (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER A5 MIGHT BE NECESSARY. ''In - I j ACCORDANCE WITH F`D`O`T` ROl1DWAY AND TRAFFIC DESIGN I I ❑ � k C. BASE: a t l / STANDARDS AS FOLLOWS: r O_ o U w M F.B.V / L.S.R. (PER PLAN) TEST SHALL 8E TAKEN A7 INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER Iq ' • �% �j %� /� 3 WEIR El' 22'2S N. OF 3 / 1 PER JOB) '8" ( �. y � O Q TYPE PE C CAST STRUCTURE . I __ I I DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. » � " " INDEXNO. 3w � z D. PIPE BACKFILL• • m NO. 304 w O 00O _ (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.. 3 IRON GRATE CURB CUT,RAMFS E. STRUCTURES: N IRON 1 LI ( I 12 AD$ N-i2 (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED ° • " ' .' c p A(O(OI'OX. We1gNt 235 LbS. DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' OUTFALL PIPE a Q C� F. BUILDING PAD: •, R �+ �12 zam Wf SUMP BOT,, AND.; MANHOLE TOP TYPE BJ. No. 200,20E 12" ADS N-12 0 Z o j o (1) AS SPECIFIED IN ARCHITECTURAL PLANS. .. ALL TESTS SHALL BE PAID FOR 8Y THE CONTRACTOR, O I I444444 . '1 L• TYPE C INLET No. 232 I I OUTFACE PIPE z I CLEAN-UP h_ . THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE 4* d i , , . v •'It: b'O •J LEFT IN A NEAT, CLEAN, GRADED CONDITION. 4 •1 ., ,► ►.� •` �► TYPE "F" INLET No. 233 � DRAINAGE SPECIFICATIONS 1 W ~ STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS , i CURBING { No. 300 I = : o I OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. SUMP BOTTOM 2 INV. EL 18.80 ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40. Fy - 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE NTH AS PER F.D.O.T. MITERED ENDS i NO. 2%2 CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S -r � -- O N LL ACI 318-71. PRECASTCQ PLAN VIEW SECTION INDEX No. 285 sIDEWALKs Z Q � SHOP DRAWINGS. No. 310 BOTTOM EL 18.3' TYPE P-10 INLET No: 200, 201, 215 6 � :ix c, PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE �[ % I� �I C BEARING to "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED 1N THE CONCRETE MIX. ' \j� v MAIN NI COMPRESSIVE STRENGTH AT 28-DAYS Of 4000 PSI. L�l �4 Ap 0 N Q G C� �'� n � � 4 � � � � °a �+ AT10N CRiISS �'iCTI(IN "" W � � I CONCRETE SHALL HAVE A MINIMUM CO E „ n j I `I V v O CULVERT PIPES i M.w ED C� REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED �I INLET DETAIL DS-41 MODIFIED T1rPE C DISCHARGE ,�CONTRbI) STRUCTURE TH 710N 945 OF THE STAND ARD SPECIFICATIONS. TYP JJ C R AN WI SEC PIPE SHALL BE IN ACCO D CE ~ O `�` � � I, - ALUMINUM STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE. STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE I I ::5 SPECIFICATIONS T � COMPLETED IN MAXIMUM 6" LIFTS. TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% T- iti 5' SLOP TO OF MAXIMUM DRY DENSITY, � , EXISTING RADE "Tr J CONCRETE 2 2' �. TOP EL 23.80' .L,. Lu UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSL , TOP EL 23.8 ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE 1 BUILDING CODES HAVING JURISDICTION IN THE AREA. _ / P.V.C. CAP PAVED ROAD/PARKING Zs�re �, �, \ �, RECORD DRAWINGS (TYP. �rN- �� �r� `` $W� �. _moo �d' `_- w 30" ADS N•"72 30" ADS Ni12 U) V 11 CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE Cos{ CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DEAWNGS. RECORD DRAWINGS SHALL ' • 1' '4 ' �•' ' •,:{, \ \ \/� ♦�� t�it>' �� L' �lir �- ---per Q= ��` OUTFACE PIPE OUTFALL PIPE ARE NOT LIMITED TO HORIZONTAL LOCATION INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE e �'J' .1 " ,,...,., ,;:" q rt ,,,4"- -, t ,,'t,'; 4TiGZ"�Y Y`tY,r IY ,.� 4•J y;;t(;•, Y.+,•rY"r;;yl;+' w•.},, � / y e � Av ti � A` INCLUDE, BUT RE 0 :+� f , . t,,,. 5, A Y �. �t, o- 4�� i w� �_ STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON 0D - to =,\ "`\\_��\_��,-_!7_��� "'-��---- -�c=q�_q_� _-ll_�l_l__=,/�_���_ _ __ � � �� ` / ` 0 1- oz� " A COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. Z SCHEDULE 4D WHITE P.V.C. 9O' BEND gj0DF SCO F �i _� S s ` I 1 r 17 SLOT, EL 21,.50 THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. .,`� SI ti / �DE SLO .. ` k, THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. { THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING LENGTH REFLECTED IN BID TABULATION ,•'' •, Atf ` stD-` sly TIES TO STATE PLANE COORDINATES. .. .k . a `� r� • . 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID. ^' ;, , .: , • -, a ` = MMMM-0. X 3" SLOT, EL 20.50' INSPECTION ( (� n �j ' . : MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS � LL� \ H E O U 8 CON Lam/ v (J (NV. EL 20.0' � � THE ENGINEER SHALL BE NOTIFIED: • c A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. d B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. ) LOT GRADING TYPE B LOT GRADING TYPE A "- 9 1Sw MIN' W E UPQN COMPLETION OF SUBGRADE AND COMPACTION. NOT TO SCALE J O _ o G LOTS 46-57, 92-187, 193-195 LOTS 1-45, 58-91, 188-192 BOTTOM, EL .19.$' W LLJ p D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING, F. IMMEDIATELY PRIOR TO AND IN UPON APPLICATION of MATERIAL. (DRAINAGE TO BOTH STREET AND REAR LOT LINE) (ALL DRAINAGE TO STREET) . z // ^^ Q V/ � G. UPON COMPLETION OF CONSTRUCTION. BLLV'ATION 0R038 816CPlON 00 INSPECTION NOTIFICATION: THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH, COPIES T0, THE COMMUNITY DEVELOPMENT _J N - , DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE _ TYPICAL , L 0 T GRADING _ DETAIL. DS-40 MODIFIED TYPE "D" DISCHARGE (CONTROL '.STRUCTUI E J J � INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS MASONS STRING W/ " AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913, IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO FLAGGED RIBBON I T INSPECT WITHIN FORTY=EIGHT 48) HOURS OF AN INSPECTION REQUEST AND IF CONTINUOUS AROUND N.T.S.N T S II U Ia- O COUNTY INSPECTOR IS AVAILABLE 0 E A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY BARRIER 2 ROWS . SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ' �' 0 � ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 0 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) l � 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) p 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) _ SOD ADJACENT TO 4. ROADWAY BASE (PUBLIC WORKS DIVISION) � ALL MITERED ENDS 0) 5. SURFACE COURSE (PUBLIC WORKS DIVISION) EXISTING TREE _ - - - - - - 3.1 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) TRUNK DIAMETER ��, VARIES ' L L Q THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF 4'' I SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER f_ �- i- _� 1- INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER VARIES (8' MIN.) in LIMITS W IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS, REPRESENTATIVE OR LIMITS OF _ o �� SOD -FINISH GRADEr I I THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING (913.07(5)(H)J. OF t $ N WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION �' `' SOD 0 FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. _ -' is J M / j , � � A FR E D COVER OPENI , Z t�[�LaFF5c4[ Ayc_GYiIC�G`\ 7 G`�LQG`�G IMO G�J� tlC m - - - - -- M NHp�E qM MAYBE BE Op . R• Q PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN fi F z 1. ALL P d ► ' Z o WHITE REFLECTtlRiZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S �+ 5' b,!•1 . • ♦ ADDITIONAL REINFORCING ► ► p ' BAR NREQUIRED AT THE • A • , 10 � Q STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. LIMIT$ E$ ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F D.O.t.'S TRAFFIC SEARING TO BE . , ) " 2 EDGE OF DRNEWAY IMITS ^FF' ctfQ STANDARD INDEX NO. 173246. OR ROADWAY �- -I • P Z 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE EXTRUDED SOD U N n THERMOPLASTIC DIRECTION ARROWS SEE SITE PLAN). t° SOD 8 � TYPE, ALKYD BASE E ( �� �.r. �� , ' 4. STOP,BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. PLAN, VIEW_ tl8 �. '� +• '� 0000 ., w 5. ALL SIGNS AND PAVEMENT.MARKINGS _SHALL BE IN CONFORMANCE WITH F.MO.T. TRAFFIC DESIGN STANDARDS AND THE MM NTS S' - 2x2'S 4' 0 C. PLACED { IKi 1, ' , . , O O O O • } W ckf MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. CL T MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AT TREE DRIP LINE,. OR AT 6. ALL PAVEMENT AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD EDGE OF EXISTING/PROPOSED �A=-. ffi MIN. 8' �,. ` ' b • ► O O O O RICONSTRUCTION,THSECTION N0. 711. PAVEMENT (AS REQUIRED) CONST. 3' CONC, EXTENSION 9 ♦ o o o a ' • .b Q Li.) .5 FOR ROAD AND BRIDGE H " ' ' U 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS PER FOOT 273, FOR SIDE DRAINS b.' t,, ., Ot500 r ' T SHALL E IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. TREE _ {' A' ,•' U / FOR TRAFFIC SEPARATORS, ETC. S L B EXISTING E ii y b1 3 SIGNS: TRUNK DIAMETER 6' 2x2'S 4' O.C. PLACED I .4 I SUMP BOTTOM %li. /• ,►, 1 ,t". PIPE INVERT ��• ' •' ,' j 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. VARIES AT TREE DRIP LINE; OR AT CULVERT NPE PER PLAN _ .SIDE DITCH GRADE AS PER F.D.O.T. It i e, }' N 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11866. N WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). EDGE ` OF EXISTING/PROPOSED #► Z -,] INDEX No. 285 12" ► 1B" MIN. ". j}(� • ► . o PAVEMENT AS REQUIRED I Rf � m b . 1 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. MASONS STRING W/ "`°"£` 'Y ( ) ti; PICKHOLE ► L., - FLAGGED RIBBON I �16� �, +ti .. ` 4. ALL STOP SIGNS SHALL BE 30" R1 1. w B�RRIER02 ROWSUND '� , . c EQUAL MANHOLE COVER. { 8" 8" 4'-0" MINIMUM AS REQUIRED B" 6" U.S.F. DWG NO.. 410. OR • I LETTERS MARKED 'DRAINAGE" o 4 BIT. COATED CMP SHALL BE USED AT ALL SEE FOOT INDEX NO. 272,. 273 AS , `STORM" JOSEPH W. SCHULKE i Noes: TREE PROTECTION M.E.S. SECTIt7NS FOR, ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS c (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS.. ELEVATION TOP • VIEW . . REG. N0. 47046 a DURING CONSTRUCTION ACTIVITIES. ETC. DEPEND ON ,TYPE AND DIA. OF PIPE. NOTE: ❑JODAH 8. BI v B UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE TRANSITION (FORMED .METAL BAND) SIDE DRAINS: FOOT INDEX 273 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF IV SHALL BE PROVIDED, FL REG. N 57 6 o O UNDERGROUND of THE D UTILITY LINERS ABLE. SHALL BE USED TO COUPLE THE PIPES. C INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT , CROSS DRAINS: FOOT INDEX 272 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE S;TH `STRUCTURAL BOTTOMS. TYPE P AND J. F.D.O.T. Elm M . ST ARD cn (SYSTEMS OF EXISTING TREES. jfi /F rP rj i,� Ti �j 1�T T> (ry rj %� T O �T STANDARD INDEX No. 200. NAni MANHOLE TOP TYPE 9, F.b.O.T. STANDARD INDEX No. 3201. BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP IYj 1 1J rj jJ LJ j �I jJ SECTION-. V 1 1 N0. 7605 (D, FENCETY`P�CAL DRAINAGE JI�NCTION MANHOLE OF TREE TO BE PRESERVED. FENCE SHABE MAINTAINED DURING CONSTRUCTION. • U 5 2ON o ELEVATION N.T.S. ji DA II S EET . N TREE PRO � A3 tECTiON NBARRIER j. N - - _ r { OJECT NO. o 03-022 49f", I 24.0 20.0 16.0 12.0 8.0 24.0 2o.o 16.0 12.0 8.0 SECTION B: INTERIOR SOTS 40R-O-W II ' UP rry crr '1' 110' LOT DEPTH 'ADJACENT LOT -�--� 40' R-O-W PROP. STORMWATER MANAGEMENT TRACT If 12 15' MIN.�, --- WETLAND UPLAND I AREA CONSERVATION IIHIAICT Ell TCD rrkl(`r 24.0 20.0 16.0 12.0 8.0 SECTION A I _ R . I 110' LOT DEPTH STORMWATER MANAGEMENT 24.0 20.0 16.0 12.0 8.0 24.0 20.0 16.0 12.0 10' DRAINAGE 20+ A. RIGHT OF WAY 20+ 10' DRAINAGE AND UTILITY AND UTILITY EASEMENT L ROADWAY EASEMENT �I 2' 10, 10, 2' ; 4� All TREES M BE FLAMED ' y OUTSIDE 6' CLI AR ZONE (6' FROM EOP) 1 ROW (21 sC, ' �- r� OF SOD MIN. r PAVEMENT I' S-31 Row (2 j MODIFIED MIAMI CURB OF SOI MI. I 4' 4.5' SSW S/W j 6• =UINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) dI;f=I I-T11=I I T�I�I I �I I I=I 11=1 11=1 1=III=1 1=III=1 11�=- III= �STABILIZED AD -I('- FILL COMPACTED To { COMMPACnn0N 98% MAX. DENSITY AASHTO T-180EXTEND 2' SEVONO CURB I I TYPICAL ROADWAY SECTION I I I, TRACT 'E' AND 'F' SEBASTiAN HIGHLANDS PB 5 PG 14 38.30'f j J. 41 a- P.P. P.P. I .. RIGHT OF WAY ROADWAY 4. 10, 10, 4' ' SHLDR SHLDR { 12' 1 12' SWALE 23.7 1" S-3 SWALE al (SOD) 23.5 23.5 (SOD) I. 22.5 TO 22.25 �-- / FILL EXISTING 22.5 TO 22.25 i DITCH j 6" COQUINA SHELL COMPACTED / EXISTING DITCH TO 98% MAX. DENSITY (AASHTO T-180) `I✓ TO REMAIN 8" STABILIZED SUBGRADE 1 (FBV 50) (98% COMPACTION AASHTO T-180) EXTEND 2' BEYOND CURB POWERLINE ROAD TYPICAL SECTION SECTION F-F I I SECTION C: INTERIOR LOTS 'L UPLAND 25' BUFFER/EASEMENT 40, R-O-W 110' LOT DEPTH BUFFER . I WETLAND SEE TV. SEC VARIES �. P.U.D. I AREA 1In LOT DEPTH ADJACENT 15 MIN. SEE TYP. SEC �j_ ! I PROPERTY i I. I PRESERVE ALL NATIVE VEGETATION �- (AREA IS DENSE WITH PINES, OAKS, I PALMETTOS) PLANT ADDITIONAL NATIVE VEGETATION WHERE NEEDED TO �,W CONST, FILTER FENCE MAINTAIN 6FT OPAQUE FEATURE - SEDIMENTATION CON'ROL PLANT WAX MYRTLES, PALMETTOS, I BARRIER AT PERIMETER BERM ( PINES, OAKS, ETC. I 24,25 I is FINISHED FLOOR = 25.0 ,+ EL 25.0 __ ___ . FINISHED FLOOR = 25.0'1 __.._ ._._ _ __ _ __�-__ __ _ _ 24.0 24.0 20.0 � --- �___.__ _L_._�__._. GRADE E:IST:-GRA9E __..�___._ __.. _-..._ ... w.__n..�_._____.__rv.._._._ .___-.GRADE _� _ 16.0 16.0 GRADE TO CURB �SEflIMENTATION CONTROL _ - ,_ww _ _, _�___._._�_.__.__A_...-u� 12.0 - SIDE Z-:SWALE, AT PERIMFTFR 12.0 12.0 BARRIER 6.5 4.0 _ _ _____. �__. , 6.5 SECTION D: EXTERIOR LOTS SECTION E: INTERIOR LOTS I I. I ! EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be mode functional before upslope land disturbance takes place. 2. All sediment control measures ore 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 sholl 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 ore to be left undisturbed for more than one year. 4. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil 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. 6• After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8. Sediment will be prevented from entering any storm drain system, ditch, 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. 9. When work in a live watercourse is performed, precautions shall be token to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. 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. 11. 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 fond -disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. AwWrBalesWith 2-9'x2'x0 Sldewalk Slates Per ads. Rbr O I �� J ;.-curb & OuHer dl _� Curb & &wer Ditch pLAimG1nI�V�a°' IiDI���IP 191 -- -- �I�il��l" lit PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Lyons Of oonetrartkn j}j di Sod i As Required SiN Barrier V 1bx. 50 Max. Analwr Oda@ W/th P - sr x r x r PLAN Overkp Ei* .$ Stakes Per Bale. �.. Fill Skye aaa Sod Ditt h Betrom rnlet ELEVATION - - - - Medkn DM* Kl (TYD. - - 1 TT) BE USED AT SELECTED SITES WHERE THE X._ - - Silt Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE DIth Crass Drain -+ -► r' Flow `... 50 Max. �' fix• Sm Border Boles To &d `Endwort - •w Ano/ior Bales With E - rx 2' x 4' SWO Per Bela. i PLAN Sod Lieds Of O"Wruetll" DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fly So@ ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE WE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabrk In Ak"we Of £eroA+lehed Grose (Avmx. IE' x Ift Seeare Under & EMremhMe And £xlend Underr Bops aid Bales. fabrk Shall Meet The Requirow," Of SamBats Swtkn M of The Skadard Speotfisetlons. Coet Of Fabrlo To Be 3' min Inahxled In The calf/dot Unit Prke For Baled Hq Or Strew. TN. 4.. .. Imse Sol/ Placed By Shore/ AM LiOMh Lease Sol/ Phoed a/ Shovel And UO* T Com Lbapooted ftv 7hs Upstream Edge peoted Akxp he Upstream Edge Of Llalee. PLAN Of doles. PLAN Rol/ Poat ry r MM. RaawMnaid 5' 7 r Min. Reoarmet Ander Lower Baler With E - Lw x r it 0 Show Per Bale. Mahar Bales WHh 2 - P' x 9' x 0 SWO Per Bale Mohor Top Botee To Lower Bdea With 2 - E' x P' NO $taatea Per Role. ELEVATION ELEVATION Applloollon ad Spoolhpr The we of 7Ybes L 6.9 bale barriers shadd be 11mNed fo the 6011111d►tkm Afted M Chad 1. Sheet i of 3. index No. Im 7YPE IL TYPE I BARRIER FOR UNPAVED DITCHES Post Options: Wood 2f Min, 0 Optional Post Positions Wood 2" x 4" r Principle Post Position Oak I rX i f I I (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft, Min I 6' Max. Filter Fabric (In 8, , Conformance With 1 Sec. 985 FDOT Spec.) Filter Fabric $ Silt Flow tj ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Stoked Silt Fence (LF). TYPE Z SILT FENCE . r Z -o �►- Silt Flow ' w ; Note: Spacing for Type Ill Fence to be In Type X Slit Fence Protection accordance with Chart I, Sheet i of 3 Around Ditch Bottom Inlets. and ditch Installations of drolnoge structures Sheet 2 of 3. Do not deploy In a manner that silt fences will act as a dam across permanent flowing Type III Silt Fence watercourses. Silt fences are to be used of upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. DETAILS. EROSION CONTROL N.TI.S. a c � � O I N VI Z � W W 2ONOU wwa � how wwmwo�a��xowvi wa~a'ZW��aa�3 �,�wazxozZwog Z }Oy�YO�wp�mr Qf-d'�y�j 0 w222WJZ<C� p W2x�Z�-'� wo�=wwa�c�wza ,x-•a3w 5Niw�a� dZ J W CD n Qto M 0 M Q s✓ o0 r°'n 00 0 y Z O OQ O O z Q W ~ Z W(0 ♦ �'1 a m VJ c tR 0(n I a-, W O W . Q WN Z to = xh r W o m U J La 0 T CD CE1 DLU U � W v ■ 1 08-09-05, RESPOND TO CITY SURVEYORSCOMMENTS 09-02-05, RESPOND TO GROWTH MANAGEMENT DEPT., CITY ATTORNEY, AND ENGINEERING DEPT, COMMEUTS CERllFlCATE OF "CATIi STATE OF ! '" 1 COUNTYOF t RIVER , 1 1 • 1 !' ! 1 1• i r! • t 1i i 1 ! .l► STREETS! - t . i STREETSALL iF—WAY SHOWN ON PLAT ARE w DECLARED TO BE AND SHALL REMAIN PRIVATE. COMMUNITYARE DEDICATED TO ASHBURY ! l OWNERS t RESIDENTS OF LIMITEDTHIS SUBDIVISION, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF ASHBURY COMMUNITY ASSOCIATION, INC.. ALL �UBLIC AUTHORITIES, INCLUDING BUT NOT TO POLICE, FIRE, AMBULANCE, INDIAN RIVER COUNTYi A 1 CONTROL TISTRICT, AND UTILITY PROVIDERS SHALL HAVE THE RIGHT TO USE THE STREETS IN THE COURSE OF PERFORMING THEIR A'ESPECTIVE DUTIES. THE CITY OF SEBASTIAN SHALL HAVE NO RESPONSIBILITY, DUTY OR LIABILITY WHATSOEVER REGARDING T-UCH STREETS. 2) UTILITY EASEMENTS TOGETHERTHE UTILITY EASEMENTS NTH ALL STREETS r RIGHTS -OF -WAY SHOWNON PLAT ARE DEDICATED PERPETUITY TO INDIAN RIVER COUNTY AND THE CITY OF SEBASTIAN FOR THE INSTALLATION, MAINTENANCE AND OPERATIONi PROVIDER, INCLUDINGCABLE SERVICES, ! • LIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM 11ME TO TIME BY THE CITY OF SEBASTIAN CITY COUNCIL, AND THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA. FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. DRAINAGE i DRAINAGETHE FOR CONSTRUCTION AND MAINTENANCE OF i• ■ MANAGEMENT FACILITIES, AND SHALL • s • •r , MAINTENANCE OBLIGATION ! ASSOCIATION, i •1, DRAINAGE EASEMENTS ARE SUBJECT TO TKI III OF EACH LOT TO HAVE A DRIVEWAY FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF SEBASTIAN, 0 DRAINAGE E THE DRAINAGE ACCESS EASEMENTS SHOWN ON THIS PLAT ARE DEDICATED IN PERPETUITY TO • URY COMMUNITY ASSOCIATION, INC. FOR ACCESS TO AND FROM EACH STORMWATER MANAGEMENT TRACT FOR PURPOSES OF MAINTENANCE OF SAID TRACTS w a COMMUNITY ASSOCIATION, • • 1 • •i � ■ l 1 1. 1, t i, 1 �, ,.. CONSERVA71ON THE CONSERVA71ON TRACTS,! ON •.CT A, TRACT G, AND TRACT I ARE DEDICATED IN PERPETUITY ASHBURY COMMUNITY ASSOCIATION, INC. FOR THE PURPOSE OF PRESERVATION OF NATIVE VEGETATION. SAID TRACTS SHALL BA THE PERPETUAL MAINTENANCE OBLIGATION OF ASHBURY COMMUNITY ASSOCIATION, INC. THE CITY OF SEBASTIAN IS HEREBY DESIGNATED A THIRD-PARTYBENEFICIARY TO SAID DEDICATION. CONSERVATION w THE CONSERVATION EASEMENTS, AS SHOWNON . DEDICATED PERPETUITY TO ASHBURY COMMUNITY ASSOCIATION,r THE PURPOSE r•• OF PRESERVATION •r.1.:: 1, NATIVE VEGETATION. SAID TRACTS SHALL BE THE PERPETU MAINTENANCE OBLIGATION OF w COMMUNITYASSOCIATION,' DESIGNATED THIRD —PARTY TO t DEDICATION. r PRESERVATION 'THE WETLAND PRESERVATION TRACTS SHOWN HEREON AS TRACT D-1, AND TRACT F-2 ARE DEDICATED IN PERPETUITY TO ' s •COMMUNITYASSOCIATION,•THE PURPOSE OF t 1' NATIVE VEGETA11ON PRESERVATION.AND • SUBJECT TO A CONSERVATION!' OF „ WATER MANAGEMENT DISTRICT PURSUANT PROVISIONS OF SEC11ON 704.06, FLORIDA STATUTES. SAID TRACTS SHALL BE THE PERPETUAL MAINTENANCE OBLIGAT10N OF ASHBURY COMMUNITY ASSOCIATION,OF w HEREBY DESIGNATED A THIRD—PARTYBENEFICIARY TO SAID DEDICATION. RECREATION TRACTS TRACTTHE PARK AND RECREATION TRACTS SHOWN ON THIS PLAT AS TRACT C, TRACT D-3, TRACT H, AND TRACT L ARE DEDICATED IN PERPETUITY FOR THE EXCLUSIVE USE AND ENJOYMENT OF THE OWNERS AND RESIDENTS OF THIS SUBDIVISION AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF ASHBURY COMMUNITY ASSOCIATION, INC. 10) LIMITED ACCESS EASEMENTS LIMITEDTHE ACCESS EASEMENTS AS SHOWNDEDICATED PERPETUITY TO THE CITY OF SEBASTIAN FOR THE PURPOSE I THE CONTROL AND JURISDICTION OVER ACCESS RIGHTS. 11) LANDSCAPE TRACTS THE LANDSCAPE SHOWN! 1 TRACT N, ARE HEREBY DEDICATED t PERPETUITY TO ASH■ ■ • • ! i i' !' i r ;! 1 t LANDSCAPING AND LANDSCAPE PERPETUALMAINTENANCE OBLIGATION OF r COMMUNITY! # PUBLIC12) ACCESS EASEMENT THE PUBLIC ACCESS EASEMENT SHOWN HEREON IS HEREBY DEDICATED IN PERPETUITY FOR PUBLIC INGRESS 1 EGRESSTO AND FROM TRACT X AND TO AND FROM THE ADJACENT UNPLATTED LANDS TO THE SOUTH AND WEST OF ASHBURY BOULEVARD. IN WITNESS WHEREOF, CLARK DEVELOPMENT COMPANY, A FLORIDA CORPORATION, HAS CAUSED THESE PRESENTS TO BE SIGNE1 BY IT'S PRESIDENT AND ITS CORPORATE SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITY OF THE BOARD OF DIRECTOTS. THIS _ DAY OF s+'' , 2005, m. " . 0� CLARK Y JUL Y 26, 2005 NOR M (o COVENANTS, RESTRICTIONS OR RESERVATIONS AFFECTING THE OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT AR - 0 ■ w ■ r FILED i RECORDS •!! RECORDS OF DIAN RIVER COUNTY, FLORIDA ft-Wk !tCKNOWLEDGMENT AS TO CERTIFICATE OF DEDICATI(A STATE OF • t COUNTYOF t RIVER THE FOREGOING ! t / BEFOREDAY OF 2005. BY, COY A. CLARK, AS PRESIDENT OF CLARK DEVELOPMENT COMPANY, A FLORIDA CORPORATIN, WHO IS PERSONALLY KNOW TO ME OR HAS PRODUCED r i !WING AS IDENTIFICATIO NOTARY STAMP rpsb_ (15�40 1�r PRINTED NAME lie NOTARY ■ COMMISSIONMY EXPIRES: ~ 004019 c, 01120006 MORTGAGEi• OF ! " BANK, DATED NOVEMBERii 1 RECORDED IN O.R. BOOK 1808,PAGE 2096, PUBLIC RECORDSOF INDIANw COUNTY. 2) MORTGAGE IN FAVOR OF ADAMS HOMES OF NORTHWEST FLORIDA, INC. RECORDED IN O.R. BOOK 1814, PAGE 802, PUBLI* RECORDS OF INDIAN RIVER COUNTY. , 95th STREET-CR 512 PLAT BOOK �11 PAGE oocKEr No. THIS IINSr"ENT WAS PREPARED BY JOHN J. RICE,P.S.M.OFFICE OF ! 1 M BITU & STMARI), RO BEACH, t • 1 6 RECORDED RECORDSPUBLIC s RIVER CNTY FL 1 0 ar.; , e„ JEFFREY K BARTON, CLERK OF COURTS \ACINITY MAP APPROXIMATE SCALE: 1'- ' CITYCER11FICATE THIS PLAT OF ASHBURY HAS BEEN RENEWED BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTiAN, WHO HEREBY CERTIFIES THAT THIS PLAT CONFORMS TO THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES. of -a . -es ROD REED FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. 3916 • ■ • rr ■ s M r ■ ,, , •_ • i •_i • t SEAL-... . CITY OF SEBAS11AN SURVEYOR AND DAPPER f ,e SEACa ISTUT °A. HOUSTON SHEET l OF 12 ' „ 1 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS 09-02-05, RESPOND TO GROWTH MANAGEMENT DEPT., CITY ATTORNEY,1 ENGINEERING DEPT.r STATE OF FLORIDA -r r 1 • Kul I ' r 1 1 r i 1 i i 1 1 • 1 1 1 r i i i 2111111 N WITNESS i i THESE PRESENTS TO BE SIGNED: 1 1 ITS CORPORATE SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS 60 t, OF .s : 4. 2005. BY PO*P-C-- sa •_ -WlJaaEf/ PRESIDENT r ACKNOWLEDGMENT AS M MORTGAGE HOLDER'S CONSENT STATE OF FLORIDA COUNTY%t i i, YWUMENT BEFORE i1 i Ii r r BEHALF OF r BANK,WHO IS PERSONALLY i r ME OR HAS PRODUCED THE K AV L'ApgMMA No-nas.. i CONSTRUCTION,TREES OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUTOF ;, APPROVAL. 2) ROU11NE MAINTENANCE (E.G. MOWING ETC.) OF EASEMENTS SHALL BE THE RESPONSIBILITY OF THE LOT/PROPERTY OWNER(S) i NOT THE CITY OF wEllmififfim 4) THERE MAY BE ADDITIONAL RESTRICTIONS NOT r•1 1 ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS i•D COUNTY 5) PROPERTY OWNERS ARE PROHIBITED FROM PLANTING ANY CARIBBEAN FRUIT FLY HOST PLANTS AS SPECIFIED HEREON AN ARE A i COMMON i ROSE APPLE, 1 SURINAI CHERRY. FOLLOWING AS IDENTIFICATION. — FRONT 20 FEET NOTARY STAMP - SIDE: 7.5 FEET - REAR. 20 FEET / 40 FEET . _._ PRINTED NAME POOL / POOL ENCLOSURES: `- NOTARY PUB , STATE OF FLORIDA FRONT 20 FEET MY COMMISSION EXPIRES:L.�.. _ �r� ;p,y s aaor boNM "T "O)YFOO" AK SIDE: 7.5 FEET .® _ REAR: 5 FEET / 25 FEET PAII S: MORTGAGE HOLDER'S CONSENT pONT 5 FEET - FEET STATE OF FLORIDA COUNTY OF - REAR: 5 FEET / 25 FEET a DECKS. THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE, UPON THE PROPERTY DESCRIBED HEREON AND - FRONT 5 FEET DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER THEREOF - SIDE: 7.5 FEET .� AND AGREES THAT ITS MORTGAGE, WHICH IS RECORDED IN O.R. BOOK 1814 PAGE 802 OF THE PUBLIC RECORDS OF INDiAN RIVER - REAR: 5 FEET / 25 FEET COUNTY, FLORIDA SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. WHEREOF,IN WITNESS i,HOMES OF iw''FLORIDA,HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE r• 1V 1 iR1• TO BE 1 i 1 i- i •i''r 1 DIRECTORS r DAY OF rr lAoft BY MAtT MAL-ONE ...w r, ACKNOWLEDGMENT AS TO MORTGAGE HOLDER'S CONSENT STATE OF i ' ! ' ' COUNTYOF 1111i'll w THE FOREGOING •UMENT WAS ACKNOWLEDGED BEFORE1 OF '.2005. BY MATT MALONE ON OF ADAMSr r FLORIDA, INC., WliO IS PERSORALLY KNOWNi OR PRODUCED THE FOLLOWING AS IDENTIFICATION. WACHOYIA BANK, N.A. PERIMETER LOTS ABUTTING ADJACENT PROPERTY SHALL HAVE INCREASED REAR SETBACKS FOLLOWS: BUILDING:ri BUFFER r FEET POOLS/DECKS/PATIOS: 25 FOOT BUFFER = 25 FEET SURVEYOR'S NOTES 1 E PARCEL OF` LAND SHOWN HEREON IS LOCATED IN ZONE "X" AS PER FLOOD INSURANCE RATE12061CO076 E DATED MAY , 1989. 2) THE HORIZONTAL iiR1 i BEARINGS SHOWNi' BASED ON ir•1 FLORIDA EAST ZONE•r 1 83 (NGS ADJUSTMENT OF ••1 AND ARE 1 ON rIAN RIVER COUNTY HORIZONTAL "'ONTROL NETWORKi r 1 GPS106.OF r • BEARS N0012'00"EBASIS 1101ARINGS FOR THIS PLAT. 3) PERMANENT REFERENCE MONUMENTS SET ARE 4- X 4" CONCRETE MONUMENTS WITH MAG NAIL AND BRASS DISC STAMPED PRM LB 6905. NOTARY STAMP 5) PARCEL CORNER MARKERS SET ARE 5/8' IRON ROD WITH ORANGE CAP STAMPED HSB&S LB 6905. ivo'rAty Ptd6UC. — S" MTE 01F FLORIDA Ky coo"i 65®04 Fxvjrm JAW. 1$ zoos CO slow Ails oozelli7-1 81 NAtioM&L mormy AUM. r--------------------------1 $H ET w., I p, II I; I 1 ! I SHEp 4� .- ._• 'ct ,_..�mz K'tm.9Y�- 'tits+ ++, a. uv ,,.r ,lu �... Y p,. I:, ...,.... it I I f' 4 r ! �., I -- KEY MAP i SCALE MAPS) 7. :// THIS INSTRUMENT WAS ... E. 1 BT r J. RICE,P.S.M.OFFICE 1 E' 1 BEACH,FLORIDA 1 LEG& DESCRIPTION: A PARCEL OF A LAND LYING IN SEC11ON 6 AND SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL IS DESCRIBED AS FOLLOWS; • i 1 i i' i i, r 1 i r• i . 1 :. # i i• i i :1 � : 1 i°. � r. r i1 ii' / r' it w •!' 1 i 'i' / r 1, i. w r 1 i � � •i r r r i . r w w :R r f r i 1 1 I r • 1 i ♦ r• 1 i 1 r .i r 1 r i i• -.! i 111r r i r .� r :• i •1 i 1_� r THE ABOYE DESCRIBED PARCEL CONTAINS 57.7320 ACRES, MORE OR LESS. 11MInCATE OF APPROVAL AND ACCEPTANCE BY CITT-0UNCIL THIS IS TO CERTIFY, THAT ONOM&L11,2406' THIS PLAT WAS APPROVED BY THE CITY OF SEBASTIAN CITY COUNCIL. THE EASEMENTS DEDICATED TO THE CITY ARE ACCEPTED. �Ir"� MAYOR i/ ;F(sr,am M M i 1• � � y i w r CITY ENGINEER _ \ DAVID FISHER CITY ATTORNEY (APPROVED AS TO FORM) RICH STRINGER 1, JEFFREY K. BARTON, CLERK OF CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OF ASHBURY AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 Of THE LAWS OF FLORIDA.. THIS PLATFILED FOR RECORD THIS l4th_ DAY OF .hetr , 2005 • ! RECORDED ON PAGE ., OF PLAT BOOK CIO IN THE OFFICE OF OF i OF 1. R COUNTY,i• 1 .• • MrW.. .• By R. d Y •. DEOt** CLERK OF CIR&T COURT RIVERINDIAN COUNTY, FLORIDA w 4 If A � � z REVISION& 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS EMOONS LEGEND U.E. - UTILITY' EASEMENT 1 REFERENCE D.E. DRAINAGE EASEMENTCL CENTERLINE MONUMENT •w, - DRAINAGE ACCESS EASEMENT P.B.D.A.E. FOUND CONCRETE MONUMENT LA.E. - LIMITED ACCESS EASEMENT PG. PAGE CONSERVATION EASEMENT! OFFICIAL RECORD •1l (PCw RADIUSCA. CENTRAL ANGLE OF CURVE OF SEC SECTION ENT PARCEL CORNER MARKER 1a'"' CURVE • `CONTROL POINT ' NOTESPRM 1r FULL F CURVE, DIRECTIONLIC RECORDS OF INDIAN wiRIDA DESCRIPTION OF SET PRMS, PCPS CORNERAM A SUBDIV570N OF A POR77ON OF SEC770N 6 AND S'EC77ON 7 TO SHIP J1 SOUM0 RANGE 39 EASr CITY OF SEBASAAN, INDIAN RI WR COUNTY, FLORIDA JULY" 26 2005 NOR 7N 0 50 100 150 200 250 300 3 I,►,�,�,�i, �,I,► �,� �i i,� II,�,►I, io ,,rr�,� I YTHIS INSTRUMENT WAS PREPARED BY -`---. JOHN J. RICE,P.S.M. IN M OMCE OF SCALE !N r (1 LN 1 r) KEY MAP HOUST SGH S BITTLE & MARD INC. 1O0 SCALE KEY MAP � u SCALE 1 �, MAPS) (40 SCALE MAPS) j 1717 INDIAN RIVER BOULEVARD, SUITE 202C SC 1 6YJID HERO BEACH, FLORIDA 32960 SEE SHEET � � r.w � ���► �« i�� � �� �.e� . . � O+PANtW WWTS � T 1 141 105 6 2J m 078 13 1 - 142 VAILENCIA ,S`T l (50' R✓W) mACT E 104 --�_ -F I—_ P. B. 7, PC 49 P.R�I R CF. 5 24 _- - (SrORMWA TER MANAGEMENT) I I L( 12 31 143 103 78 16 15 14 13 -- - - — ao 4 �/� 25 t1 eJi✓ - _,--- -"""153 154 155 cr 152 156 -- - - i a .31 30' 29 28 �..�. � 1 151 157 � 1W01 d� i I � 145 14a9--�`"`� __-- GIR is' Wr 2 3 26 10 � � 146 147 148 i MAC TCH LINE m 28 _ -- - -- Y - 13dr 1 61 plNE 7�PU T (50, ) MA TCH LINE 2 27 � N 27 - 7I-Q0 91 192 159 62 P, bt 7, 73 P.R.LR.CF.7RACT L�-3 / - - 13 12 11 � 1 RECREA 170N26 183 184 185 IN 1187 188 � ( % 160 98 I - 83 28 -_ 1__- 1 — I 8 25 --- ~161 979 84 - ----- / 25 24 23 22 21 ---------- MAIN Ai CIE 24 dry 182 2 ACT D-1 7 __ (STORMWA (AF7ZAND PRESERVA 77 ) 162 T _ � 181 MANAGEME r) _ � 88 I ,S'114 T (50 Rev) i V 10 9 8 7 6 -- 1dI7 -- - - --- _ - 22 - 94 87 - 179 '`" 193 TRACT C -- — - 10 9 8 7 6 88 cJ 21 ___ RECREA 11 93 is u T 3- 6 5 I --- 4 194 _ i P. P. 7 5 °�' f 178' ,, PIS dr8 P.R, R. CF. 20 ! -- - . TRACT D-2 19 18 17 16 15 A,S;7 S P.� 5 14 177 (STORMWATER MANAGEMENT) 92 195 . —18 177is1 -__ TAN O S r (50 Rlw) 171 17v 169 168 164 91 10 9 8 7 175 174 173 172 167 166 163 7RACT 6 5 4 3 17 7 2 Q W^REA77 2 16 y EVARCL TRACT B (SrO,RMWA TER -- -- `-- �-- - MANAGEMENT) 9, PIx J P.R.1 ,CF. 15 i TRACT N 5 4 2 ,, 4 4 5 6 1 7RACT A (RECREA 77ON) \ 1 hZ (CONSERVA 77 14 13 9 8 7 6 5 4 3 2 1 1/ 12 11 1 ® 5 COR. OF GALLIN77NE BDl l? P.8. 9, PG. 35, R Z C GALLIN77NE SUBDI VISION to , 9 `E 401. (50 Rom) N 126 55. 3766 E 826625 0082 ® e • - • '�'� �- _ _ S89'25'41 W 1226.5r 5. LINE OF GALLIN77NE SUBDI14SION �; sWOUlla LINE OF SEC.s-31-39 _ _ ,�►. � ��, �1 7 ' � ACT X , 12 C MERCIAL I9 N T E ECENNINC - s?`N, • \ ( ) li� t5 S NEST CORNER SEC77 6 31 39 / 8 7 FOUND 4" X 4" CM. (TOP BROKEN) r REPLACED WW TH PRM L8 6905 !S v N 1262944.5460 E 824883.7627 � �� • � � •� �, 14 !#PLATTED L4AVS I a 4 N4418'36"W - • 13 CA.8T40'19" • (� s�ieq ���a�■, _ Rs'�j�Ve/►W / A WUE -- L36.Or 12 SEYASRAN AV12YLAWS P.8. PC 111 !4 �M k 11 �I A1�z, �\ 3 08-D9-05, RESPOND TO CITY SURVEYORS COMMENTS AB&%MAIIONS LEGEND U11UTY EASEMENT R/W - RIGHT-OF-WAY SET PERMENENT REFERENCE DRAJNAI("�IE EASEMENT CL - CENTERLINE MONUMENT (PRM) D.A.E. - DRAIN AG'lr"" EASEMENT P.B. PLAT BOOK F1 FOUND CONCRETE MUNUMLNT L.A.E. - LIM11TED A '�Cf:' S - PAGE SET PERMENENT CONTROL POINT C.E. CONSERVATION EASEMENT 0. R. BK. - OFFICIAL RECORD BOOK (PCP) CA. CENTRAL ANGLE OF CURVE SEC SECTION c PARCEL CORNER MARKER R. RADIUS OF CURVE PRM PERMENENT REFERENCE MONUMENT (SEE NOTES FOR FULL L - CH. - LENGTH OF CURVE CHORD OF CURVE, DIRECTION AND LENGTH PCP PERMENENT CONTROL POINT P.R.I.R.C.F. - PUBLIC RECORDS OF INDIAN DESCRIP'nON OF SET PRIWIS, PCPS (R) - RADIAL RIVER COUNTY FLORIDA AND CORNM MARKERS) (NR) - NOT RADIAL A A SUBDIWS70N Cis POR77ON OF SEC ON 6 AND SEC77ON 7 rOWSHIP 31 St7H, RANGE 39 EAST a7r OF S"BA S77AN, INDIAN RI WR COUN7Y nORIDA JUL Y 26jo 2005 NORW 0 50 100 150 200 250 300 350 400 11ILL-I IL LL IIJ JI L 1,1j, I, I SO" IN FEE7 (I INW = 100 FEFr) m�i �17 If � NORTH LINt- OF rW SOU#1 534.50 m TUC, ew 1/4 4 N 126481OF SE 0.17,f7 FEEL wr fnc; IV ff // -pf' 8262,V. JJ69 6 7 E 825090 2748 C 6--JI-J9 N89U'2eE 1140-20' 200.wer m mAcr a CM UMBUS S 7REE r 8 00' L ANDSCAPE) M 61 62 (CC W-TR VA 7 76 W) V r aF 64 SWAAa#T 14 15 c"r TRACT F-2 57 KEY MAP (100 SCALE MAPS) Sakf- I a = 800 LIT-j KEY MAP (40 SCALE MAPS) SC41E.- 1 IV wo 0 (W AND PRESER VA 770N) Z", mAcr K 66 (RtCZA 770N) 16 55 l4i 58 erm 10 N89 '21rE 200. U" \LOSCAY) 114 (A 54t 115 67 — MACr 12 17 (C6YVSFRVA iAfPLA 11 55 116 IIJ MV LAWS 40 41 42 4j P3 17 jy 112 —18 117 52 16y 12 mAcr F-i 116 \v 67 (STORM WA ITR 51 118171 MA NA 6 LWEN T) 10 19 Ijv 135 S 114 - 114 SEC. LlN SEC. 6-31- 9 119 110 71 50 20 MOY A W. 137 Im 0- )??Acr 9 ROY A KWUE - — ---- - -- (L A U2 73-120 — 138 P%' 45 46 47 Id 49 - - 121 108 73 8 21 1,5 SMS71AN NW"S P.B. PG. 14 My [�- — I SWARa.*T aRaE 122 107 74 7 22 13 140 34 \1 I fiv 129 128 127 126 125 141 2J 124 105 X 123 ice 75 16 15 14 13 cwAsx Hvayi3 w1r --L— vALENaA s7RErr (5o' Rlw) RACr E 77 . g 32 MANA6 EMENr) 7, P r. 4, 9 P. c�- (S1014MWA7ER 5 24 12 14J 1 1 1 '1 16 31 1 101 78 15 14 Ij 144 4 25 11 x 153 154 155 156 102 7.9 151 152 101 80 31 Jo 29 28 1 � � � � � 2 � 29 150 --- 157 145 4r14.9 -- MAW hOWIS wr 2 26 148 147 14 107 158 Im 81 MATCH LINE 28 Y ANNEAAFEE S7AU7(50'R1W) MA rCH LINE AgOR 192 15.9 2 27 C4 27 1.91 82 P.O. 7,M 7JP.R.1.R.CZF. - ----- --- ---- 190 TRACT D-J 13 12 11 10 9 186 187 188 16V (RECRLEA 770N) 180 � � j m � 26 18J 184 secs1 28 L I _ 8 25 181 97 84 2 24 23 21 mAcr D-2 - lap wer D-i 85 MANGO A WNUE 24 --- (SrORMWA (#f 7 Z A ND PRESER VA 7 70N) 162 ........................ .. 7 181 MANA 71 23 f6J 95 AB /(AVG SMSEr (50' RIW) 10 9 8 7 22 94 87 T 1 6 180 1 .9 A le SEE SHEET j I -j THIS INSTRUMENT WAS PREPARED BY JOHN J. RICE, P.S.M. IN THE OMCE OF HOUSM SCHUXE. ENTU & SMAW, INC. 1717 [MAN RIVER BOULEVARD, SUITE 202C VERO BEACH, FLORIDA 32960 SHEE r 4 OFI4 Xs� I 'MEMSIONS: t 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS U.E. — UTILITY EASEMENT D.E. — DRAINAGE EASEMENT D.A.E. DRAINAGE ACCESS EASEMENT L.A.E. LIMITED ACCESS EASEMENT C.E. CONSERVA11ON EASEMENT CA. CENTRAL ANGLE OF CURVE R. — RADIUS OF CURVE L. — LENGTH OF CURVE CH. — CHORD OF CURVE, DIRECTION AND LENGTH (R) — RADIAL (NR) — NOT RADIAL R/W — RIGHT—OF—WAY CL — CENTERLINE P.B. PLAT BOOK PG. PAGE 0. R. BK. — OFFICIAL RECORD BOOK SEC SECTION PRM PERMENENT REFERENCE MONUMENT PCP PERMENENT CONTROL POINT P.R.I.R.C.F. — PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA LEGMD z SET PERMENENT REFERENCE MONUMENT (PRM) FOUND CONCRETE MONUMENT SET PERMENENT CONTROL POINT (PCP) PARCEL CORNER MARKER (SEE NOTES FOR FULL DESCRllPll0N OF SET PRMSPCPS AND COW MARKERS) 27 ---f-M CA.rIS15" R2520-0OL.493.52'CRS8902f2ii 492.73' IW 40111� �w ame R lo� �7r SOU;rH LINE OF SEC. 6—JI-39 --"/ Aw AW jr jwrv� A SUBDI14SION OF A POR77ON OF SEC77ON 6 AND SEC770N 7, rOWSHIP 31 SOUM, RANGE 39 EASr.. MrY OF SWAS77AN, INDIAN RIW-rR COUN;rY, nORIDA r--- ---------- 7 ---------------- i -4 NORW T 11 4, L JUL Y 26.9 2005 T: .... ... .... DOCKET NO. w 1 2 0 20 40 60 80 100 120 140 160 164%"L., So Jill 11111111111111til ullfillillullul 11 11111LL� ------------ THIS INSTRUMENT WAS PREPARED BY sc" IN f rrr (I sm = 40 ter) J. RICE, P.S.M. IN THE OFFICE OF KEY MAP KEY HOUSTON, SCHULKE, 8177LE & STOWNW, INC01. (100 SCALE MAPS) (40 SCALEMAP MAPS) 1717 INDIAN RIVER BOULEVARD, SUITE 202C sr".. IN= woo SCALL:- Iff w 800* VERO BEAOi, FLORIDA 32960 SEE HEFT 6 92 18 17 I16 15 S72:?o, 18*c 110.00, 110.00" 00, nM'?A r 0 \'(RESCRE -MA MH LINE Al- T (50' Rl*) !�;$* ' "` �, `'' '` rTorM&q 0 S MEE .00�� r Z.4 7 cz 5 A 15017.wffE,, - P. 8. 7, PG. GALLIN77Nf SUBDIKSION P. B. 9, PG. 35 P.AUR.C.F. CA.8T4Vl9m R.25.W L36.0't i r1 `' 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS * LEGEND - UTILITY EASEMENT R/W - RIGHT-OF-WAY L;i SET PERMENIENT REFERENCE D.E.U.E. DRAINAGE MONUMENT s a D.A.E. DRAINAGE ACCESS EASEMENT P.B. PLAT BOOK 0 FOUND CONCRETE MONUMENT L.A.E. C.E. LIMITED ACCESS EASEMENT CONSERVATION EASEMENT PG. i R. R,AGE .' OFFICIAL RECORD •O! * SET PERMENENT CONTROL POINT CA. R. CENTRAL ANGLE OF CURVE RADIUS OF ' SEC PRM SECTION . I P• MONUMENT 0 PARCEL CORNER MARKER L. - LENGTH OF CURVE PCP r POINT PERMENENT CONTROL CH. CHORD OF CURVE, DIRECTION AND LENGTH P.R.I.R.C.F. - PUBLIC RECORDS OF INDIAN DESCRIP71ON OF SET PRMS, PCPS r RADIAL RADIAL 0 CA.207 Al -- - Y , 4 »w 225•° 55.op _ 3? - A.1, 7. ' "- ; oz. � `� �'�` < Sl LA v, w° 192\R? •,,, 190,' h .• 0 1 7RAcr D 189 4.54 (RECREA Pi ) N8715'01 "E 160 55. 98 N26'03'S0"E 15.24' SJ�*oj'35•E ` , 55.4 '43»E t93• 108.41 - , , N8712'29"E 112.20 (R N??�5 / f 20 20' ICA.2'03'01.1" L.7.157' I 1 001 ..ebb I � I N8915'30"E 113.81 • z W i (AFMAND PRESERVA 170N) 1 to� ia w g CZ� 1 �� �� I N89"15'0"E 113.9 L4Jz z z CA.012 . 1 1 cp L, 6 45 46 �� �£ �- 15' fl.A.E.N89't 5'30"E 113.0 17� "� 90 w- " CAX0T 04.4-" L:6.243-- -4--48 _ 800825"W 110.00'(R) 1 20' f2o, I , 11.494 191 rn o,• �-• a► w rRAcr c * 110•00'�� ` (RECREA non 13.1 P a \ 194 10 \ y l JIN (sraR,uwA TER ,�ANA-MENr'-� r 8 ItiIA TCH LINE .. CA.11'13'15" R.265000x' L.518 9$' 76 `1. CA.rl4'26.4" CAX14'26.4" CA.1'14'26.4" CA.N'26.4 L.57.382' L.57.382' L.57.382 L.57.382' :' 170 169 168 167 A A' 61 .t 100 120 140 160 SCALE IN JFr (I INOY = 40 L.11.57' CA•26'48 • •���'� ; CA.r14'26 4�' CN 1 CA�13'32yr' L.57.38 ' 1 1 C.42. 50 Acr LR'25.00 ,o' Q•f: RECREA now) 166 '� � 165 184 r KEY MAP A ` SCALE MAPS) 80t KEY MAP (40 SCALE DAPS) SCALE: 1" -w &V INSTRUMENT WAS PREPARED�BY A HOUM, '"M 1 1 ! '1 s INC aw• BOULEVARD,A VERO BEACH, FLORIDA •,A ORANGE / /) x� /� I I O ANG H 7 VNII i. x 7 Pgdx 7J ®. 1.I R. C.F 31 I 30 1 29 1 28 ARANGE /�E/CH75 UN/T 2 � B. 7* PC. 73 P.R./.R. C.F. 13 I 12 11 10 I 9 W 25 24 2J 22 21 J oRANG HEIGHrs UNIT IF P. B. 7 PG. P.R.I.R. . 3.1 �opi.0 /—* ao.J a .1. 20' 20' �vr .,,,.� t r �,.,, i 98' i L,"� 4.528 1- _ 1 L.16.500 I KING S T (50' R'IW) � 1 , 3'48"W 110.00' I 9 g S9'4'48"E 130.00' `q W 4 i � .- r-4 i 4 i ' $ I ;,,.v 1� 1 tg 94 I �- Sri' 87 I '48"W 110.00' I S89'4648"E 130.00, 1 1 10 9 8 7 6 3.73' -�' 20' 20' 6.50 1 I 93 ' j j GRAND vGHTS UNIT P. B. 7 PG. rt S8136 25 "E 134.82' R w 110.00 110.00) "'--•,` .00 I 4.82f 89 Sat V + ' 1 19 18 17 16 15 110.00 it .00 90 �q 5 1 •: I 1 MA MH LINE b •,�,` ° � ''' . ' 1 I TANGO S NEET (50' RI ) 91 I � ORANGE HEIGHis UNIT P. a 7, PG. 88 P. R.I. R. 4. F SE SHF- T° 5 REVIISIONS- 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS U.E. - UTILITY EASEMENT D.E. - DRAINAGE EASEMENT D.A.E. - DRAINAGE ACCESS EASEMENT LA.E. - LIMITED ACCESS EASEMENT C.E. CONSERVATION EASEMENT CA. CENTRAL ANGLE OF CURVE RADIUS OF CURVE L. - LENGTH OF CURVE CH, - CHORD OF CURVE, DIRECTION AND LENGTH `R) RADIAL k (NR) NOT RADIAL I A/W - RIGHT -OF --WAY CL - CENTERLINE P.B. PLAT BOOK PG. PAGE 0. R. BK. - OFFICIAL RECORD BOOK SEC SEC11ON PRM PERMENENT REFERENCE MONUMENT PCP PERMENENT CONTROL POINT P.R.I.R.C.F. - PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA LEGMD [E SET PERMENENT REFERENCE MONUMENT (PRM) FOUND CONCRETE MONUMENT SET PERMENENT CONTROL POINT (PCp) •PARCEL CORNER MARKER (SEE NOIES FOR FULL DESCRIlPlON OF SET PIRMS, PCPS AND CORNER MARKERS) L4 C14 cd u U*) ltt'4 co CN 7RA cr r- I N89#46'51"W 110.00' 1 (Sr MWA 7 FR MANA "EMT) MA MH LINE' SbNI Lo ui 1w,l) Lo f N89"46'51*W 110.00' an 20 • so 2.15' 2.15' --,5. 114-114 SEC. LINE .5EC. 6-31-39 & 50 S89*48'00*E 191.95' CIA. 55.000' .000' 49.915' Ch 51 00 5*� 00- se 45 uj 8 w 46 L4 8 I uj 47 2 'm CS 8 55.00 ----55.000 55000 49.915' N89*4 294.83' N89*48'00"W 294.83' MYARaIFF CIRCLE (40' RI)Y) (PRI VA N89*48'00*W 294.83' 10'D.E. & C14 55.00' 55.00 4- 4 55.00' .0 L .26.33d 5'44- C3 31: 128 C) C) 127 12it 6 125 C-4 04 N 0 S V)pq 10' D.E L-40181 A 55.00' A. 55-00' 1 I I 1 55.00' 25.04' CA73", - 21 mAcr E, (S rORM WA rER MA A IA GEMM r) ( p �l . X 19 *U L —10 C:57.06 i�t 51 Ry CA. 075106 A L. J7 01 Aft A SUBDI14SION OF A POR7701V OF SEC77ON 6 AND SEC77ON 7. rOWSHIP 31 SOUN RANGE 39 EAST arY OF SEBAS77AN, INDIAN RIVER COW% n.ORIDA 0 20 40 60 80 100 120 140 160 "Lr IN FEEr (I INM -w 40 Fff 7) • 100.00' 10 D.E- N89*46'48"W 110.OV 10j, 19 P • 110 119 CA. 0'04 '49 r—_4 i N89*4648*W 110.00 06L-2-651 117(,R) CA.0051'32.2" CA.0*51'32.2 N88*5516W 110.00' 108 • N8715'14*W 110.00'(R JON 107 tg 1 Ae N85*35'1 I *W I 00'(R) 106 CA,013056.9 ji c'4 L-8.115' 4-- N84"28#33x W 0 110- 0, R) L.8.5611 Lo clq 105 'ce t9i N86*03'05 *W_ 10'00'(,• ) •103 • N891209"W 110W(R) w. 1102 Ln S8913'18*W 110.06(R) loo S86.0,Vj,.-W 110.00'(RI) I 91i wj it KEY MAP (100 SCALE MAPS) MA LE: 15 KEY MAP (40 SCALE MAPS) XALE: I a= aw ml w 7HIS INSTRUMENT WAS PREPARED BY JOHN J. RICE, P.S.M. IN THE OFFICE OF C, HWM, SOUXE, BITTLE & STODDMD, IN 1717 INDIAN RIVER BOULJEVARD, SUITE 202C VERO BEACH, FLORIDA 32960 ORANGE lcnws uNIr 1 B. 7, PG. 49 P.R./.R. C. 7--7---- - T- 15 Fri ii ORANGE H IGHrs uNIr 2 B. Zo PG. 73 R. /. R. C F. kno FZI 28 MA MH LINE SHEE r 7 OF 12 '1 •`' i • i RESPOND TO CITY SURVEYORS COMMENTS DRAINAGEU.E. - UTILITY EASEMENT D.A.E.DRAINAGE ACCESS EASEMENT �i LIMITED • i CENTRAL ANGLE OF CURVE R. RADIUS ' OF CURVE CHORD OF DIRECTION AN1 LENGTH r RADIAL • RADIAL -67 N038' "W 32.60' N2622'001E 10. 00. _ r RIGHT-OF-WAY CENTERLINE P.B. PLAT BOOK PG. PAGE 0. R. BK. - OFFICIAL RECORD BOOK SEC SECTION r, rMENENT CONTROL «p r r. PUBLIC RECORDS ...Ci 1 OF 1. RIVER COUNTY FLORIDA AP A F'A�WA pDwa RANGE sEASr,SEBAS77AN, - / 0 20 40 «i 80 100 120 140 160 NOR1N LINE OF THE SOUTH 534.50 FEET OF THE NW 1/4 OF HE SW 1/4 OF SEC. 6-31-39 ml T � s s'.rr • • L- W L4 f KEY MAP (100 SCALE MAPS) ti r 1 r- T MA MH LINE SEE SHEET 7 - , --- - - L-L --- - - - - REVISIONS: 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS U.E. - UTILITY EASEMENT D.E. - DRAINAGE EASEMENT D.A.E. - DRAINAGE ACCESS EASEMENT L.A.E. - LIMITED ACCESS EASEMENT C.E. CONSI'.'RVATION EASEMENT CA. CENTRAL ANGLE OF CURVE R. - RADIUS OF CURVE L. - LENGTH OF CURVE CHORD OF CURVE, DIRECTION AND LENGTH "R) - RADIAL RADIAL w 12 MATCH LINE 13 7- Aw, AW AW-1 z I PLA 7' BOOK PA GE 11431,111g, aim I • all F nwiff- z DOCKET NO. " I mlll�� • M 'Ja IV 1264810.1737 E 825090.2748 451.71 200.00 C.) 0N 10 C) LO 04 uj IN 7RAcr F-2 (W7LANO PRESERVA 770N) 1)6'28*E 200." • S89*48'00"E 20.00' S89*48'00"E 203.26' mAcr 2413 '' 55.000' 55"000' 69.029' tmll �,53- *CO. (CON -l;FR VA nON) § Co. NORW LINE OF rHE SOUrH 5j4.5o FEEr oF rHE Atw v4 oF WE SW 114 OF SEC. 6-.31-,T9 55-01' 55.00, 55. -25 C E. (IZA e DSCAPf) 00, a' 014 Sp 59 60 61 Jc:, V �.660 a C%4 C14 04 58 In 141v C) N87*32'12"W 110.00'(R) 'p 0 Ll 55.01 55.00' 55.00' 41 pUr6 'N89*06'28-w212.04' 6,-v *loD.r& Uf 57 \cWRS89'28*W 252.81' Li (PR/ VA 115.11- '=Ic C14 137.70 S89 C14' '280W 108.95' 9, J .7. . 'V -4D 24 42' 84.53' lie cj -J( 20' 20 55 caI 56 rRA Cr N (LANDSCAPE) y N89"46'51 *W 110.00' N co r 54 L4 Ln N 16 R 1&6-OOL98. N6J:J8 '0'0 W J2.60 9 N2622100T 10.00"---,,/ rl N89006- 22.2 w.A ci d 10' D.C. rl?Acr F, �1039'00"W,12.60'--1 40 41 -42 8 43 (LANDSCAPE) 39 C-4 C-4 JR Cb lo" ur -V - - - - - -- - - - - - - 29.24 55.00' 55.00' 30.76' 00, 4 9 N89*48'00rW 170.00' CA. RTW pq . �d mAcr F-2 n?Acr r C**4 MW.WA AD" 10V ?VQheV Z' Ai /i I /W I (00 Vd 7r) 38 At +\ "1L(c .'"mil r-/Ti:--,r.IT VA f CWA ft X MANA COC MEN A N89'48'00W 110.00 N89"4800W 130.00 T� L4 L4 37 c: zs % NOV 04 CN N89*48'00*W 170.00' l oDCA.900000 , .E. & ur 5p A.90#00'00* R.25.0 R.25.00' L.39-27 39136 L..27' 135rr S89"48'00*E 110.00' N89*48'00"W 110.00' M I 12.995'N89 '46'51`W 110.00' 1 to C'j v- 3t b 53 00 C-to 4 I-) 7- ul) 1 1 116 to 10' D.E- Jc LO, -Z -4 to. 0017- T 18 ZIS ui 1 117 52 I t9 ul I N89*46'51 "W 110.00' 1 u-i 51 N89*46'51 "W 110.000 20' 20' 101. 07' v czj 2.15' 2.15' Q 7.46' cq 119 SHEET 9 OF 12 WFAlN0MNNWWWAWN� U.E. UTILITY EASEMENT �D.E. DRAINAGE EASEMENT D.A.E. DRAINAGE ACCESS EASEMENT LIMITED ACCESS EASEMENT C.E. CONSERVATION EA110S)EMENT CA. CENTRAL, AW,'I'LE: Of- CURVE RADIUS OF CURME' L - LENGTH OF CURVE CH. - CHORD OF CURVE, DIRECTION AND LENGTH (R) - RADIAL (NR) - NOT RADIAL 12 MATCH LINE wj 15 m w 12 95 MA MH LINE . . . . . . . ... . .... T16 A SUBDIPMON OF A POR77ON OF SEC770YV 6 AND SEC77ON Z rOWSHIP 31 SOWH RANGE 39 EASr, 07Y OF SEBAS77AN, INDIAN RIICR COUN7Y. FLORIDA R/W - RIGHT-OF-WAY CL - CENTERLINE P.B. PLAT BOOK PG. PAGE 0. R. BK. - OFRCIAL RECORD BOOK SEC SECTION PRM PERMENENT REFERENCE MONUME PCP PERMENENT CONTROL POINT P.R.I.R.C.F. - PUBLIC RECORDS OF INDIA RIVER COUNTY FLORIDA I KEY MAP (100 SCALE MAPS) XALE.- Is w &V* I A.— - 1. le N89"4800*W 294.83 10' DE. & U k" CN Lo Rl*) � ',6 L4 5 aWARaIFF CIRCLE (40 1 10 " D. E. & 0. Z-S No-w; 1 - —'� �--e �AA� c) I I coo iin nns I I- N89*48'00"W 294.83' �rl 49.79' 55.00 55.00' 55.00' 4- 55.00' 25.04' L.26-3 S c%q N ;!q u� cs V 6 tJ 130, 129 0 127 126 125 I< IN CN . r- c1sl rd r- IN r- cis I N ir- -10" D.E L.40�% 49.79' 55.00 55.00 55.00 A I I 55.00' 25.04' C -3' A.7 rRAcr r (SrORMWA MR MANA6FMEM� THIS INSTRUMENT WAS PREPARED BY JOHN J. RIM P.S.M. IN THE OFFICE OF HOUSTON, S..O*M ffnU & STOIDDARD, NQ 1717 INDIAN RIVER BOULEVARD, SUITE 2D2C VERO BEACH, FLORIDA 32960 IN 118 101.07 7.46' 119 O 11000, 120 0 11000�� 6 3610 SEE SHEET I I 'REMSONS- 08-09-05, RESPOND TO CITY SURVEYORS COMMENTS UINATUMEW IdJ".. UTIL11Y EASEMENT D.E. DRkNAGE EASEMENT D.A.E. DRtIA,1NAGE ACCESS EASEMENT L.A.E. — LAA11' 1) ACCESS EASEMENT C.E. RVATION EASEMENT ANGLE OF CURVE R. — RAIAUS OF CURVE L. — LENGTH OF CURVE CH. CHORD OF CURVE, DIRECTION AND LENGTH (R) RADIAL (NR) NOT RADIAL w pil 9 Ej MATCH LINE j R/W -- RIGHT—OF—WAY CENTERLINE --PLAT BOOK PG. — PAGE 01, R. BK. — OFFICIAL RECORD BOOK Sif-C SECTION F-RM PERMENENT REFERENCE MONUMENT PCP PERME14ENT CONTROL POINT P.R.I.R.C.F. -- PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA LEGEND D. SET PERMENENT REF'ERENCE MONUMENT (PRM) FOUND CONCRETE MONUMENT SET PERMENENT CONTROL. POINT (PCP) o PARCEL CORNER MARKER (SEE NOTES FOR' FULL DESCWTION OF SET PRIWS, PCIPS� AND CW0 MARII(ERS) 30 1-8 I ui N89*48'00*W 130.00 8 Lrj 29 ............ N89*48'00*W 130.00' 9 28 LID t N89"48'00*W 130.0), T I ID 27 a ui U-) LO ui N89-48'00*W 130.000 C) Lci LO ui 89048'00*W 130.00' 25 gLo N89*48'00"W 130.00' 24 Ln Lr) I ul JN89�400"VL130.00' 23 ui Ln 9 N89*48'00*W 130.06 22 LoI u') N8948'00*W 130.00" 7-' 9 21 wi I u") N89*48,00"W 130.00, 20 g LOLO N89*48'00"W 130.00' 1 20.00' 110.00' 0.4- 1. g 9 r- In I g 19 a- 10` D.E. 7 8 Z AZAt ,14 1 USDIVISMAN OF A POMON OF SEC77ON 6 AND SECWN 7 1 3 SOU N. 1,54 * 7 0 W9 IP I IVGE,I A? J. o %) T' 0 rY OF SERA S 77A N, INDIA N R1 PER COUN 7Y, R,ORIDA " 41 CA `",p JULY 20"o 2005 NORTH 0 20 40 60 80 100 120 140 160 SCALE' /W FtTr (I MAN -w 40 ffl.rr) A- sv, M lw T fit 7HIS INSTRUMENT WAS PREPARED BY JOHN J. RICE, P.S.M. IN THE OFFICE OF SCHUXE� BITM & SMAW, INC. 1717 INDIAN RIVER BOULEVARD, SUITE 202C VERO BEACH, FLORIDA 32960 SEE �f SKT7- 0 ,---N 5414'59" W S89#48'00*E 1110,00' 4.J, 1 15,98'37 tj - 11 W 55 154 i55 S89*48'00"E 78.19' 68.00' 42.00 -64 15J cz) 33. CA � 55.00 3.19'CA.4 55 33 C .7" ") 4 156 L50. 5 L.31.811152 151 1:7 L 46.077L -4- 0gr '54 U1.7 77 L 0� �O 4 9� 5 034 4 7 9 -jC I., __ 4 C-1 150 A0 'i(59-9 111111 c 8-6 157 . .... ..... pq . . ..... t 74 00 r 146 147 148 149 MA MH L CN C4 155. P410r. S. — --::i Ln jp. — 10' D-C 00• 5 �v /? mw z '5 00 �,f cm VA "es I -7• 15 1 Ir e 'Z-J�,o 110 6' 20'55 j —W InArs - :,()0- 1 A -so). OKL 1) (Y 17 1, .5�+ ft f U. Z: a U. r_D.E.1.0 % A V�RD 0 -1031.1 05 !or: 4� ,6 11.A F 106 19, 43.00 55.00 '5533 CK oil 55.00' � . �1W qA.4 0 CA. IJ 515. 489"48'00"W 176.19' C.02*4 480-00 5116*15 1 1nl L.37. 01 od L.% 155 09 N89*48'00'*W 221.19' C`mA-12'46'16" R-'- It N&y4B 5&. E 5! 5. 10' D.f & U.E. CK — 4144 3 C*4 192 C*4 Z 520 od L00 r-0.1 N89-448'00"W '176.19- CA.70felf f Lps A r- 0) 44�� 1,Lk ►211. On . _a !. , C14 ILO C,4 . Le) 0i 3r. LAj C4 V) LAj CZ L4IA L4 20' 20' 18 TRACT L SEE SHEET 12 MA'IiIIR �Rlfl'5,01(.)ND 110 CITY SURVEYORS COMMENTS Lm AIIZ,opy AW A A SUBDI14SION OF A POR770N OF WC770N 6 AND SEC77CW 7rOWVSHIP 31 Souny" am RANGE" 39 EASr, 01no OF SEBAS;W, INDIAN RIWR COUNTY. AORIVA UTILITY EASEMENT R/W - RjGHT--OF-,,WAY' Sf-T PEJNENENT REFERENCE D.E - DRAINAGE ll,',-',��kiS'iOl��'-'111,4'T CL - CENTERLINE P.B. PLAT BOOK D.A.E., - EASEMENT FOUND MON't3ENT UL Y 26,o 2005 N6W TH L.A.El PG. PAGE 0* SET PERMENIF"NT CON "'IROL POINT 0. R. B K. -- CfACAL RECORD 1300K C.E. EA1,30,0ENT (PCP) CA SEC SECTION (131-'Iqll!"�'R I A114 ("I E OF CURVE 0 PARCEL CORNER MARKER R. RAl""14US OF CURVE PRM PERMENENT REFERENCE MONUMENT 0 20 40 60 80 100 120 140 160 - (SEE FOR 1- - L E N � (3'T H OF CURVE PCP PERMENENT CONTROL P(DINT N07M FULLDESCRIPTION OF SU PRMS, PCPS i P.R.i,R.,C.F,. - PUBLIC RECORDS OF INDIAN CH. - Q-DIAL 11101RIT) OF CURVE, DIRECTION AND LENGTH RIVER COUNTY FLORIDA AND CORNER MARKERS) SCALE E /i v ar r (i ovi N -w o nrV - (NR) - NOT RADIAL 1 1�3 MA MH ILIN17 ORANGE* A WIVUE 9d m Fm SOUTHWESr CORNER OF SEC77ON 16-31-J9 FOUND 4" X 4" CU. (710P BROKEN) REPLACED WH PRY L8 6905 N 1262944.5460 E 824883.7627 • KEY MAP (40 SCALE MAPS) X 4 &E.- 1 800' THIS INSTRUMENT WAS PREPARED BY JOHN J. RICE, P.S.M. IN THE OFFICE OF A ATUM, SCHWA, BITU & SIMIAW, Wtl 1717 INDIAN RIVER BOULEVARD, SL41E 202C VERO BEACH, FLORIDA 32960 SOUTH LINE OF SEC 6-31-39 0 I