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Home My WebLink About2003 - Priliminary PlatI 10' UTILITY EASEME sIT 50' R/W 10UITILITY EASEMENT Z 26' Z r 22' 12' 2' ill 11 ' 2' 12' E" 4' S/W 4' S/W >, I r 1}" TYPE OF PAVEMENT '►' IT6 w S-1 ASPHALT 2.0%— e 1 a-ai an , WM MODIFIED 8' MIN. STABILIZED SUBGRADEMIAMI CURB COMPACTED TO 98% MAX DENSITY If LIMEROCK OR COQUINA BASE PER AASHTO T-180, FBV-50 (MIN.) COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. LBR-100 TYPICAL ROAD SECTION N15 5Ef5A5T I AN H I GHLAND5 UNIT 411 (PLAT ROOK 7, PAGE 56) - DAKDER 5TKEET IR/W VARIES? • l EL 11` FND. GONG. MON. 5ET I.K. W/GAP J� I _ I ,1. - - - - - - - - - - 1. - - - - - - - -DRAINAGE R/W (WIDTH VARIES) - - - - - - - - - - - - - - - r w 60 DRAINAGE R/W -- -- -- NSR34'OO�E. ------ -- -- -- --- - -- - -- - -- - --- I-- -- -- -- --------- --. ----------- -- -- -- -- 1 3i I FAD. GONG. MON. I � 1 III I I 77 78 79 80 81 82 83 84 85 86 87 1 98 99 100 101 I 112 113 114 115 116 I I 2 ! ii 18' l ) L20' WIDE: EX 15T. MARL ROAD II I I I 25' 88 I I I I lI 1 - 376 97 102 1 89 I 1 I 96 103 110 I I I I I ! I I 1I I I 75 I I ( I I I 1 I 1 I I I 1 1 II 1 I 90 I I I 1 4 95 104 I 1 109 I I I 1 I I I I I 1 I I w ' 74 t t 1 1 I I � 1 1 108 I I 5 01 i tJ i 11` 11 91 94 105 I I I J I 5EDA5T I AN H I GHLAND5 UNIT 411 1 73 72 71 70 \ _ _ I 6 1 (PLAT BOOK 7, PAGE 56) I 69 18J, i < I TYPICAL LOT GRADING PLAN TYPICAL LOT GRADING PLAN N.Ts LOT FRONTING ON ROAD N.T.S. LOT BACKING ON STORMWATER TRACT IOD ROAD PROPOSED HOUSE PAD 92 93 106 107 7 68 !I I I >t I --�� 1 i _ _ ;R -- •, r _ II I1 g 67! 64 65 66 = / I j OF 5ECTION 30-315-3-115- (79.6 ACRES+I sI III II1i 1 1 R/W) SEASHORE AVENUE 150' I ( 63 1 PROP05E0/EXI5TING POND SI I 1 I I 140.3 AGRE54 10 i�II III- ' WIDE EXIST. MA RL R OAD I (70th AVENUE A.K.A. POWERLINE ROAD) 30' ORANAGER/-- 13 j HLANDS UNIT #l762 1 SEBASTIAN HIG 0 49 48 47 46 45 1 ' 1 12 , 1 $ 1 (PLAT BOOK 8, PAGE 461 57 56 55 54 53 52 51 5 , i 61 60 59 58 44 1 . II 14 I I I 1 LANFAIR AVENUE 15U R/W) - _ ----- I -- -- -- - -- -- -- -- -- -- - - 2629.1L -- -- 1- -1- 5.8`f32�42 W. SECTION LINE-' 1500.90T 43 ± 1163.21' I- I 1 I FN9. GONG. MON. i�FND. GONG. MON. FND.14I.K SOUTH) I 150 16 I 1 I 117 II i 11 5ET) I.R. W/GAP 1� Z ! I I I 42 I ( I I I I I I IIID 149 1 t 1 1 I 118 L I "o �I 41 1 17 I� cot I 1 1 I I I 148 I I 1 1 I I 1 19 i I 40 1 18 W 3 1 I I 1 120 1 I j I W 19 b I. 1 147 1 1 I 1 1 1 1 I f I I I 39 , I I I I IIIII w I 1 � 1 � 121 l 146 I I I 38 1 20 I [ku 145 1 21 122 to[37 1 '`�I1 UNPLATTED < I z ? 1 1 1 J 144 I I 1 � NE OF THE � 5W 1 III 123 I 1 1 c31 11- y,1 I 0 0 I I 36 I GF 5ECT I ON 30-315-31E 22 I ! W; w 3 1 F I ' (35.4 ACRE5=) ! I 10' - M o I W w 1 143 1 1 I 35 I 1 1 1 124 It�.u11i,Q0 I III 1 1 23 011 1 I ,pi i I I 142 I f ` I I 125 RaiLL `^ I 1, 1 34 \ 1 24 I I dl I lU 1 1 ( 1 I I r I 141 1 I 126 I I I I I ( 33 25 1 I I 1 i1i I 140 1 1 1 127 � I � 1 32 31 30 29 28 27 26 1 Ip '01 o 1 1� bl 139 _ _ ------ -- 128 1 II}��[ I I I 1 I I 1 138 129 Ili Zl7 136. 135 134 133 132 131 130 1 L-16'1-20' WIDE EX15T. MARL ROAD II N.8`i3r46'E. - 5ECTION LINE 5ET 1. R. W/GAP FND. I.R. W/ GAP (11.33 NORTH)LI R IIS N UNPLATTED 1 F I PRELIMINARY PLAT SCALE: 1"=200' PROPOSED HOUSE PAD STORMWATER TRACT �IY I In Z� ZZ on BARBER STREET � ZONING: RS -10 w LAND USE: RESIDENTIAL 0 t\ ZONING: A-1 LAND USE: R Li a D ZONING: A-1 SETBACKS INDIAN FIVER COUNTY STORMWATER 1 PERMIT z INDIAN RIVER COUNTY CONCURRENCY PERMIT LAND USE: R INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT SIDE SETBACKS = 5' 0 REAR SETBACKS = 20' INDIAN RIVER_ COUNTY UTILITY PERMIT o O r-� cn S.J.R `h. O ORAINArF CnNNECTION' PERMIT � v1 FDEP WASTEWATER COLLECTION PERMIT LEGAL DESCRIPTION -" c� o EXCEPTING THE WEST 5 ACRES THEREOF, IN SECTION 30, w Z -0 LYING AND BEING IN INDIAN RIVER 'COUNTY, FLORIDA. r —' ZZ a - N M of to co ZONING; A-1 3 0� 48 HOURS BEFORE DIGGING [ , W LAND USE: R o V > 1 800 432 4710 0_ z SUNSH!P S7ATE ONE CALL Q FL RIL1A, INC. M - Z 00 to N P1I r M N J Z¢_II- Bruce A. Mata, RE. #47529' OF fn < f- ry , ZONING: A-1 LAND USE: R 0 w w C.R. 510 Z 2 g U W J W w 0 W = Q U U N VICINITY MAP SITE INFORMATION NTs U OWNER / APPLICANT PROJECT DESCRIPTION Z HENRY FISHER THE PROPOSED PROJECT IS A 150 LOT RESIDENTIAL HENRY FISHER &SONS PO BOX 784068 PLANNED UNIT DEVELOPMENT. THE MINIMUM LOT SIZE IS �'� ' SEBASTIAt1, FLORIDA 32978 95' x 135' (12,825 S.F.). THE PROPOSED SUBDIVISION '� PHONE: 772-589-3159 WILL ACCOMMODATE SINGLE FAMILY RESIDENCES (APPROXIMATELY 1,900 S.F.) SURVEYOR JAMES A. FOWLER, PSM LAND SUiWEYING CO. FLOOD ZONE W 929 7th AVENUE EC E THSUBJECT PROPERTY IS LOCATED IN FLOOD O VERO BEACH. FLORIDA 32960 O � Z PHONE: 772-562-0963 ZONE 'X" PER F.I.R.M. PANEL No. 120 61C 0087 (1� E AND 120 61C 0090 E, DATED MAY 4, 1989. /A Q ZONING WATER SOURCE LAND USE INDIAN RIVER COUNTY UTILITIES WATER MAIN Q R SEWER SOURCE I XX SITE DATA INDIAN RIVER COUNTY UTILITIES SEWER FOP.CEMAIN Q LL TOTAL SffE AREA = 115.2 AC TAX PARCEL I.D. NUMBER(S) TOTAL NO. OF LOTS = 150 30-31-39-00000-5000-00001.0 DENSITY = 1.30 UNITS PER ACRE 30-31-39-00000-3000-00002.0 s CONSTRUCTION SCHEDULE SITE ADDRESS m START CONSTRUCTION 9045 -70th AVENUE END CONSTRUCTION SEBASTIAN, FLORIDA PERMITS REQUIRED TRAFFIC STATEMENT ADT= 150 LOTS x 10.1 TRIPS/LOT=1515 TRIPS INDIAN RIVER COUNTY LAND DEVELOPMENT PERMIT SETBACKS INDIAN FIVER COUNTY STORMWATER 1 PERMIT INDIAN RIVER COUNTY CONCURRENCY PERMIT FRONT SETBACK = 20' INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT SIDE SETBACKS = 5' INDIAN RIVER COUNTY TYPE B FLOOD PROTECTION REAR SETBACKS = 20' INDIAN RIVER_ COUNTY UTILITY PERMIT SIDE CORNER = 10' S.J.R.W.M.D. 4OC-42 STORMWATER PERMIT p2004 r &Z �L`Ea M►�• it' S.J.R `h. O ORAINArF CnNNECTION' PERMIT FDEP W.+TER DISTRIBUTION PERMIT - FDEP WASTEWATER COLLECTION PERMIT LEGAL DESCRIPTION -" THE NORTHEAST 1/4. OF THE SOUTHWEST 1/4. EXCEPTING THE WEST 5 ACRES THEREOF, IN SECTION 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, ALL OF SAID LAND LYING AND BEING IN INDIAN RIVER 'COUNTY, FLORIDA. THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 31 SOUTH,! RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, LESS THE EAST 35 FEET THEREOF FOR RIGHT OF WAY. DIRECTION OF FLOW FABRIC11 —� 1111- RENCBACKFILL SILT -BARRIER r I I= 1 - (FABRIC FENCE) T TOE IN FLAP 1 SODDED SLOPE o I =III -III IIIA '� EXISTING GRADE I I- ' I TOE OF SLOPE I VARIES FABRIC FENCE SILT -BARRIER ANCHOR BALES WITH TWO (2) 2"X 27X 4' STAKES THROUGH EACH BALE D BALED HAY SILT-BARRIERRec sf O< J MAY w MAY 0 5 2004 BALED HAY SILT-BARRIERRec wReceived:�1, PERIMETER EROSION AND SEDIMENT CONTROL MAY w NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND p2004 r &Z �L`Ea M►�• it' VEGETATION IS ESTABLISHED. - > 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. -" ca SILT FENCE DETAIL (A m Z NTS O+ .LL O U 48 HOURS BEFORE DIGGING [ , W CALL TOLL FREE V > 1 800 432 4710 z SUNSH!P S7ATE ONE CALL Q FL RIL1A, INC. Z SHED P1I Bruce A. Mata, RE. #47529' OF 03-158 MAY 0 5 2004