Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1998 - Parcel Subdivision Plan
NOV 1 1 SPEED LIMIT 45 / 10 C / J / / 2 / / J O / co 2 3 0 23!0 / 22 3 EXISTING 12' (/// 85/ CONCRETE DRIV / / STOp 30R 1 -1 / \ 24"x24" R3-2 Qp , \ O \ S o c 22.6 P�� P Q- y \ \ J (�1 k Qp� 7 _ \ 8 \ pq ° C) tea? �\ 22.69\ v// p/- 5-� 2 T tic` CAS ,V tl \ a9LFyiFF-I'iS \ T1A, \ 12'D'x18W' CONCRETE PAD FOR DUMPSTER W/ 6' HIGH MASONRY WALL 3 SIDES AND GATES. (RELOCATED DUMPSTER) EXISTING WAX MYRTLE AND VIBURNUM C HEDGE TO B' RELOCATED TO NORTH 234. PROPERTY LINE. E -- E-----------/ Q 4 A 0Al r' • µr 4.5 J ISTING PINS TREE BE REMOVED) L_--� S B TIANL� \ H H N S 0 SE TIA a � � HIGH N PRIII JECT r� CHESSER'S LO ATION SEBASTIAN C� S Ftij� AP r HIGHLAN C7 TRFFT � w � \� CHESSER'S w h GAP oU o GO a 0 0 0 \ SEBASTIAN \/ HIGHLANDS � N I to > 11 ch ZZ 4.50 / LOCATION MAP o A • NTS Z ® 40 SITE LEGEND o 2 4 3 2 .7 �h f F; EXISTING SPOT ELEVATIONS E.O.P. EXISTING EDGE OF PAVEMENT 60 23.00 PROPOSED SPOT ELEVATIONS F.H. EXISTING FIRE HYDRANT U f DRAINAGE FLOW ARROWS m G.V. EXISTING GATE VALVE z / / « TRAFFIC FLOW ARROWS P•P- EXISTING POWER POLE (n o LLJ Lo 21.8 HANDICAPPED SYMBOL 0.H.W. OVER HEAD ELECTRIC w rN O rT Q o c0 +4" r) ( EXISTING PINE TREE AND SIZE O EXISTING SANITARY SEWER U z Q o � ob EXISTING R5 1 DO �✓ (TO REMAIN) O _ z O LID r NOT ENTER SIGNS +<" `' r O• EXISTING PINE TREE AND SIZE L'P' PROPOSED LIGHT POLE (n v �` r (TO BE REMOVED) U) J _ o Q vv 0'/ / Q ^h /lb 4.00 �� / 23.9 �S LIGI�iT POLE ,70/ LUOCATION (TYP. OF 4) / A , 239 DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 1D 23.00 21.00 19.50 2O 23.00 20.83 20.83 19.50 TYPE "C" CATCH BASIN O 23.00 20.61 20.61 19.80 TYPE "C" CATCH BASIN ® 23.00 20.84 20.10 TYPE "C" CATCH BASIN 5� 23.00 20,60 20.60 21.00' 20.50 TYPE "C" CATCH BASIN © 23.00 20.35 20.35 20.50 TYPE "C" CATCH BASIN 7O 23.80 20.40 20.45 20.45 20.00 4'0 STORM MANHOLE ® 22.70 19.10 19.10 18.60 TYPE 'E' CATCH BASIN EXISTING STRUCTURE 1❑ 23.02 19.80 19.60 DROP INLET I � I Z6, PROPOSED \ SITE INFORMATION OWNER BUILDING HEIGHT PROPERTY LINE BAYROCK INVESTMENT COMPANY EAVE HEIGHT = 14'-8" / 401 EAST BOULEVARD, SUITE 21 CHARLOTTE, NORTH CAROLINA 2 203 CONSTRUCTION SCHEDULE 704-344-1147 / ATTENTION: MR. MATT BOGDOVITZ START CONSTRUCTION NOVEMBER 1998 END CONSTRUCTION MAY 1999 SURVEYOR JAMES A. FOWLER SURVEYING PERMITS REQUIRED 23.8 929 - 7TH AVENUE CITY OF SEBASTIAN SITE PLAN APPROVAL VERO BEACH, FLORIDA 32960 INDIAN RIVER COUNTY RIGHT OF WAY PERMIT 1-561-562-4744 FLOOD ZONE ARCHITECT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' ALLEN AND ASSOCIATES, ARCHITECT PER F.I.R.M. PANEL No. 12061 CO078 E, DATED MAY 4, 1989. 605 BAXTER STREET JOHNSON CITY, TENNESSEE 37601 423-926-2727 SURVEY BENCHMARK TOP OF SANITARY SEWER IN CENTER OF SOUTH FLEMING STREET ZONING 43 FEET BACK OF C.R. 512 INTERSECTION. BENCHMARK ELEVATION PUD = 24.00' 3 ELK'S CLUB DRAINAGE DATA EL. = 23.96' ADJACENT ZONING THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. NORTH C-512 (VACANT) DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE SOUTH PUD-C (BARNET BANK) ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF EAST PUD-C (ELK'S C UB) THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM WEST CR-512 CR-512 PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT IS 80%. THE PROPOSED IMPROVEMENTS FOR THIS LOT HAVE A MAXIMUM IMPERVIOUS AREA OF 42.9%. SITE DATA (EXISTING SITE AREA = 59,968 SF = 100.0% = 1.38 Ac WATER SOURCE BUILDING AREA = ,782 SF WATER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY PAVEMENT AREA = 22,542 SF WATERMAIN LOCATED ALONG THE WEST SIDE OF FLEMING STREET. CONCRETE WALKS, PADS = 420 SF TOTAL IMPERVIOUS AREA = 21,744 SF = 42.9% TOTAL OPEN AREA = 3 ,224 SF = 57.1% SEWER SOURCE SITE DATA (PROPOSED) SEWER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY GRAVITY SEWER MAIN LOCATED ALONG THE CENTERLINE OF FLEMING STREET, SITE AREA = 3 ,877 SF = 100.0% _ .73 Ac EXISTING BUILDING AREA = SF PROPOSED CAR WASH = ,782 540 SF SITE ADDRESS TOTAL BUILDING AREA = 322 SF FLEMING STREET EXISTING PAVEMENT AREA = 2 ,542 SF SEBASTIAN, FLORIDA 32958 PAVEMENT(TO BE REMOVED)= 325 SF PROPOSED PAVEMENT AREA = 319 SF TOTAL PAVEMENT AREA = 1 ,871 SF LEGAL DESCRIPTION EXISTING CONCRETE AREA = SF CONCBE REMOVED)= 288 SF A PORTION OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN PROPOOSEDSED CONCRETE AREA= C 216 SF RIVER COUNTY, FLORIDA MORE PARTICULARLY DESCRIPED AS FOLLOWS: TOTAL CONCRETE AREA = TOTAL IMPERVIOUS AREA = 2 ,348 ,541 SF SF = .8% BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, CHESSER'S GAP SUBDIVISION TOTAL OPEN AREA = 8,336 SF = 26.2% AS RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, RUN NORTH 51' 49' 23" WEST ALONG THE NORTHERLY INCREASE IN IMPERVIOUS AREA = 2,462 SF = 7.7% RIGHT-OF-WAY OF SOUTH FLEMING STREET, 183.00 FEET TO THE EXISTING SOUTHERLY RIGHT-OF-WAY OF COUNTY ROAD 512; THENCE NORTH 38' 10' 37" EAST ALONG SAID RIGHT-OF-WAY 254 58 FEET TO A POINT ON THE NORTH LINE GAS STATION = 8 PUMPS (1 SPACE/PUMP) = 8 SPACES CONVENIENCE STORE = 1,782 SF (1 SPACE/200 SF) = 9 SPACES TOTAL SPACES = 17 SPACES PARKING PROVIDED = 19 SPACES (10 STANDARD, 1 HANDICAPPED AND 8 AT PUMPS) OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38; THENCE SOUTH 89' 32' 56" EAST, 234.25 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED LOT 1; THENCE SOUTH 38' 10' 37" WEST ALONG THE WESTERLY LINE OF LOT 1. 400.81 FEET TO THE POINT OF BEGINNING. CONTAINING 1.38 ACRES. TRAFFIC STATEMENT CONVENIENCE STORE/GAS STATION TOTAL TRIPS = 1,782 SF x 214.75 TPD/1000 SF = 6 .4 T IP 0 0 w w O U w o a o � � Ln w o m Z x O= p c� O Z w a - a > m 0 Ld CD Q z Q z z IW 1 Q 0 c 1 z Q L_J_ a �z� W 00 J z _ I- LL. UUQ 0 LL] �-- 0 z= W (J� Q Q m I� tnn uI LLJ Q z a �zU< a CO Lv GO SHEET c I OF 1 140v lit ll"