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HomeMy WebLinkAbout1998 Barber St Trade Center S/D As-Built of Site Improvement PlanINUTAN KIVi CWN IT FND CAP(4094) I LAND USE : C/I (COMMERCIAL,INDUSTRIAL� \\ 0.61' So. ZONING: CH (HEAVY COMMERCIAL) \ FND CAP(4094) 0.96' So. 0.53' W. S89°19'28"E 108.01' 10 \ \ INDIAN RIVER COUNTY i > - - - - - - - $ --0, zz cm \ CITY OF SEBASTiAN t 17.72' DRAINAGE \ EASEM / STRUCTURE \ \ \ - TOP = 21.01' • i INV=18.03' \ 24"X3' SLOT, INV= 19.96' I I I I I \ I I I \ i \\ \ 0 \ UNDEVELOPED LAND USE : CIS (COMMERCIAL, GENERAL) \ ZONING: CG (GENERAL COMMERCIAL) I I P' • REMOVE POWER \ POLE (FPL) LOT 3 \ 2.00 AC, \ o \ J'� \ I I -7 \ IIx ,x \ eg oa o 7 \ 0. \ I �I X co I I z x .��p LOT 2 \\ O O EXIST. F.H. O6'0ASSEMBLY AND 0.39 AC. \ \ \ DRAINAGE (1) 1 (1) 8" G.V.'S �IWNS tc EASEMENT /fT� TEMP. S.P. { S1 El �OPO� 9 ASBLT. SEWER M/H W o I I TOP 2o.96, O $60 O9�P Jx 1��� / y NV 15 57' W SE�tiN1 \ m x i j0•C� 6`p. \ MOD. MIAMIINT g EP \ m - - - I 2 T LE20.50' �D I = g I I \ A9 / \I = 17.94' 6 ASBLT. SEWER M/ H M.E.S. \ bN- o zs' \ \ x ; TOP 20.99' I INV=17� .i 17 W N :2i INV = 14.50' SW �(�� 0.68 ✓ / 12" CMP \ (a I 14.56' E cc \\ STUB our p "` I E,Pi ./%�� AND PLUG Iza Z -Li•6 lF \\ INV=17.94' \\ \ J Z. N WATER I �01Ok� C.O. METERS Z• O TP=16.54 7 71\ o \ ASBLT. 102 LF 8" PV ! 9\ 25 nG EXIST. PAVED ACCESS p o a I p, 12' CMP �� \ LONG SLOPE-% LOT 1 _r"� �a e \ I SEWER_ 0.D 499: - REMOVE POWER STUB OUi \�\ QI \ y. -a-- \' l CROSS SLOPE-2.0% o POLE (FPL) AND PLUG a `yt ,s \ 0.78 AC. €X+ST. 16' WIDE v, 4 I� _ I INv-n.85' \ •x \ \ 4" COQUINA s \ \ e• QUEEN I ASBLT. SEWER M/H J v% x ACCESS DRIVE so / { h^ s, I PALM II TOP = 21.18' NLET MIAMI \o\ 20.7 CORE SA', ,t, �O INV = 15.06' W \ ?% INTO EXI.. v �, I I 15.09' E T = 20.51' \ m,\ M.H. AT I �t ice` ® w I 1 = 17.85' \ dam, w 1,.3E �SBLJ \ ` ( w I \ \ 'o. .� { \ \ I EX. M.H. CMP W/ M.E.S. i 0.0. � \� \ TOP=21.24 I 7P-17.1k INV=11.92 I Ip \ P� E '` c •/ / X / / \ \ I r-- - - - - - - - 1p \� 2t.0 0• 1.14 13/20" OAK 18 7' \ 21.10 1.1 E.S. \ 1. 22' OAK \\ INV=18 85' / \\\ 21.12 21.%; INV=S opOST TWOS\ e II \\\ 21.17 L 0 �1 4 \\\ 21.2 EPs�M� OI \ \y�. j ASBLLTT. 20 LF ��y 8" DIP W.M.. -z I 13 PIW� M.E.S. S:s2' \ F t w �' 0 r` P I j 8' PALM % /A �yc•y if26 26 Ott, P 20.82 a� I I\ \\ •0' // �� ��GO ASBLT. SLV. W 1 VALVE TAPPING MP JUMPER & TEMP. SAMP. PT. � 20'.EINF / TP=t 9.01' I I I I x'. ` I i (D 7 DRANAGE EASEMEIX e / P.P. TYPE C OUTFALL ,r `";,/ / A = 6 4.13' 31 " I STRUCTURE / roP = 2Ds,' i',, R = 400.00' INV=18.91' - I 24'XV SLOT, / / ' INV= 19.78' j7 / L = 448.38 % / " �S• / 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 I INV= .11' (PLUS/MINUS LOCATION DUE TO P.O.C.) I / O'EASEMENT AS RECORDED IN O.R.BK. 836,PG.1237 x UNDEVELOPED I / „ LAND USE [NO (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) I I l DEED OF EASEMENT AS RECORDED 'I . !Ao 1 .5' IN �.R.BK.754,PG.0019 1 ((PROJECT BENCHMARK) �l I TOP S.B I A, ( I MANHOLE EL = 21.50' \ P.P. N89°18'2'"W m m S00'13'13' 12.33' vi 0.95' N 00%8'S6'W - - - - - - - - - 150.01 P. 0. B` N 89'18'21"W 1,336.38' S.W. CORNER OOFF THE S.E.E. 1/4 FND CAP (4546) I 0.33' So. j N 00'33'15"w SET CAP(4416) I LJ I 1,29&48' \\ \ o e \ Ci BARRIER FORK \ \SEDIMENT CONTROL \ 5 7/20/98 CONVERT THIS DRAWING INTO AN AS -BUILT OF CONSTRUCTION e 20 21 TWP.3IS.,RG.39E. FNQ CAP(CARTER)- FND CAP(CARTER) SECTION CORNER 4 4/14/98 REVISE PROP. GRADES ON -SITE - +0.40' 2.0 E. ATE 29 28 P-0' INDIAN RIVER COUNTY.FLORIDA 3 3/9/98 REVISE PER IRC UTILITY DEPT. - -SIGNED -1WN JOB NO. _ 2 1/22/98 REVISE SEWER PER IR,, REVISE STRIPING A Vd.S. ( J Ey`-:-:? ����� ��� I � ������ ATE ALE CHECKED lr�1�-.��U�� ©(� �Q�( OUVOr�tl U��✓/�L�UVU��� a��AIN 1 11/14/97 REVISE EASEMENTS, ELECT. UTILITY I10TE JWS r� U U (f- ff (J REVISION DATE DESCRIPTION E _/97 50' COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15' EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108,01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 25' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.OFEET, CENTRAL ANGLE OF 1 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 448.38 FEET, THENCE SOUTH 00' 13' 13" EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS North 0' 25' 50' 100, GENERAL PROJECT NAME: BARBER STREET TRADE CENTER S/D SITE DATA: OWNER: WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 NO OTHER PERSONS / ENTITIES HAVE A LEGAL EQUITABLE OR BENEFICIAL INTEREST. ENGINEER: JOSEPH SCHULKE P.O. BOX 176 WABASSO FL. 32970 (561) 231 2533 SURVEYOR: HAYHURST LAND SURVEYIING INC. WILLIAM HAYHURST 1122 OLD DIXIE HWY SUITE 2-B VERO BEACH FL. 32960 (561) 569 6680 PROPOSED DEDICATIONS 200' ZONING DISTRICT CRITERIA LAND USE: IND (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) GROSS AREA: 4.47 AC. +- DEVELOPED AREA: 4.47 AC. +- TAX I.D. NUMBER 20-31-39-00000-7000-00003.E PROPOSED USE: INDUSTRIAL / COMMERCIAL SUBDIVISION NO. LOTS: 4 LOT AREAS: LOT 1:0.78 AC, LOT 21.0.39 AC. LOT 32.00 AC. LOT 41.30 AC. ESTIMATED IMPERVIOUS AREA; 3.04 AC. (68%) ZONING DISTRICT REGULATIONS: (20A-3.14) MIN. LOT SIZE: 15,000 SF MIN. LOT WIDTH: 100 FT. MIN. LOT DEPTH: 125 FT MAX. BLDG. HGT: 35 FT. MIN. BLDG. SETBACKS: FRONT - 20 FT. SIDE - 0 FT. (INTERIOR) REAR - 10 FT. SETBACK FROM RESIDENTIAL DISTRICT: 30 FT. MAX. BLDG. COVERAGE: 50% MIN. GREEN AREA: 20% PRIVATE ROAD ACCESS EASEMENT: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, MAINTENANCE & USE AS A PRIVATE ACCESS ROAD TO THE PROPERTIES, FOR THE PROPERTY OWNERS AND THEIR GUESTS, PATRONS, AND INVITEES; AND FOR PUBLIC SERVICES AND EMERGENCY SERVICES TO ACCESS THE PROPERTIES; AND TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES; AND TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES DRAINAGE EASEMENTS: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, OPERATION AND MAIN IENANCE OF A PRIVATE CENTRALIZED STORMWATER MANAGEMENT SYSTEM AND LANDSCAPING / FENCING; AND TO THE CITY OF SEBASTiAN FOR THE RIGHT, BUT NOT 11-IF OBLIGATION, 10 PERFORM MAINTENANCE. 'JPLITY EASEMENTS: TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES TO THE PROPERTY OWNERS ASSOCIATION FOR LANDSCAPING / FENCING. UTI LITI ES WATER: INDIAN RIVER COUNTY UTILITY SEWER: INDIAN RIVER COUNTY UTILITY ELECTRIC: FLORIDA POWER AND LIGHT TELEPHONE: BELL SOUTH t. >T EA E-MENTS FOR OFFF`;ITE SEWER ORBK1220 P1625 PB13 P47 EXISTING SITE DATA PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 198O'S, FLOOD ZONE: 'X' FIRM MAP NO. 12061CO079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE. VEGETATION: PRIMARILY GRASS/ WEEDS. SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D. SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE. ARTERIAL / COLLECTOR ACCESS SKETCH WATER AND SEWER UTILITY ASBUILTS / GPS TIES SURVEYED BY HAYHURST LAND SURVEYING, INC. WILLIAM HAYHURST, P.L.S. REG. NO. 4416 AS-BVeP RAINAGE, WATER, SEWER, Di J, EPH SCHULKE FL. REG. NO, 47048 J©`�E it ' 1t 1/ SCU MUKE nRAWING .D CONSULTING ENGINEER - FL. REG, NO, 47048 SHEET TELEPHONE (561) 231-2533 / 589-0793 4 0f= 9 (00,1 P11, BOX 176 WABASSO PL. 32970 1 0f= 2 (ASBL.T) LOTLINF, SWALE, WA1E?, SEWitk, E00