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RIVERVIEW
PARK
LOCATION MA
OWNER
JOHN R, & NANCY A, LaVISKA
104 HARBOR PT,
SEBASTIAN, FL 32958
772-388-0959
PROJECT SURVEYOR
HAYHURST LAND SURVEYING, INC.
445 9TH ST, SW UNIT -7
VER❑ BEACH, FL 32962
772-569-6680
SITE DATA
1. ZONING: GENERAL COMMERCIAL
2. LAND USE: GENERAL COMMERCIAL
3 FLOOD ZONE: X MAP NO. 12061CO076 E DATE: 5/4/89
4. TOTAL SITE AREA = 10,978 SF = .25 ACRES
5. AREA CALCULATIONS:
A. TOTAL DEVELOPMENTAL AREA 10,978 SF = .25 ACRES
B. EXISTING BLD'G AREA ON-SITE 1,284 SF = 11.7%
(STRUCTURES UNDER ROOF)
C. TOTAL EXISTING CONC, PAD AREA ON-SITE = 283 SF
D. BUILDING AREA PROPOSED TO BE REMOVED 201 SF
E. TOTAL PROPOSED BUILDING AREA = 1,163 SF = 10.6%
MAX. ALLOWED BUILDING COVERAGE = 30%
E. TOTAL PROPOSED PAVEMENT AREA ON-SITE = 2,045 SF = 18.6%
F. TOTAL PROPOSED CONC. PADS AND WALKWAYS = 375 SF = 3.4%
G. TOTAL PROPOSED IMPERVIOUS AREA ON-SITE= 3,583 SF = 32.6%
MAX. ALLOWED IMPERVIOUS AREA COVERAGE = 80%
H. TOTAL PROPOSED GREEN AREA ON-SITE = 7,395 SF = 67.4%
MIN. REQUIRED OPEN SPACE AREA COVERAGE = 20%
I. TOTAL PROPOSED FAR RATIO = 10.6%
MAX. ALLOWED FAR RATIO = 60%
6. EXISTING BLDG. USE: RESIDENTIAL (4 UNIT/AC) PROPOSED BLDG. USE: PROFESSIONAL OFFICE
7. PARKING CALCULATION:
A. PARKING SPACES REQUIRED = 5 SPACES
a. 891 SF OFFICE = 1 SPACES PER 200 SF = 4.5 SPACES
B. PARKING SPACES PROVIDED = 5 SPACES
HANDICAP SPACES = 1
REGULAR SPACES = 4
8. TOTAL EXISTING AVERAGE DAILY TRIPS = 10 TRIPS (1 SINGLE FAMILY RES.)
TOTAL PROPOSED AVERAGE DAILY TRIPS = 891 SF X 16.3 TRIPS/1000 SF= 15 TRIPS
9. TOTAL NET NEW AVERAGE DAILY TRIPS = 15 - 10 = 5 TRIPS
10. ALL BUILDING HEIGHTS LESS THAN 25 FT. PEAK HEIGHT = 14.25'±
11. TAX PARCEL NUMBER: 31-39-06-00005-0030-00004.0
12. SITE ADDRESS: 1068 MAIN ST. SEBASTIAN, FL. 32958
13. EXISTING SITE CONDITIONS: AVERAGE MAINTAINED RESIDENTIAL LOT WITH GRASS/WEED GROUND COVER.
EXISTING SOILS ON SITE FROM I.R.C. SOIL SURVEY IS ASTATULA FINE SANDS. HYDROLOGIC TYPE "A" SOIL.
14. ESTIMATED COMMENCEMENT DATE = JUNE 1, 2009. ESTIMATED COMPLETION DATE = SEPT. 1, 2009
15. WATER TO BE PROVIDED TO SITE THROUGH EX. SERVICE BY I.R.C. UTILITIES
SANITARY SEWER PROVIDED FOR SITE TO BE DISPOSED OF BY EXISTING SPETIC SYSTEM
16. SOLID WASTE SHALL BE BY TRASH CANS STORED IN STORAGE ROOM ON SOUTH SIDE 07 BUILDING
GENERAL NOTES
1. ALL CONSTRUCTION & MATERIALS SHALL COMPLY WITH CITY OF SEBASTIAN ZONING AND
LAND DEVELOPMENTS REGULATIONS.
2. ALL TRAFFIC CONTROL SIGNS AND MARKING SHALL COMPLY WITH CITY OF SEBASTIAN
TRAFFIC ENGINEERING DEPT., FL. DEPT. OF TRANSPORTATION REGULATIONS AND THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES.
3. DENSITY TESTS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER, FOR SUB -GRADE & BASE.
THE TESTING LABORATORY SHALL FORWARD TWO COPIES OF ALL TEST REPORTS TO THE
ENGINEER. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD.
4. IF ANY UNSUITABLE SOILS ARE ENCOUNTERED UNDER THE PARKING LOT, DRIVE AISLE OR
STORMWATER MANAGEMENT TRACTS, THEY SHALL BE REMOVED & BACKFILLED WITH CLEAN
SAND.
5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR
TO DEVELOPMENT.
6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND
FDOT STANDARD SPECIFICATION 1991.
7. ALL NUISANCE EXOTIC VEGETATION AS REQUIRED BY CITY OF SEBASTIAN SHALL BE
REMOVED FROM THE SITE.
8. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION OF THE HANDICAPPED PARKING
SPACES SHALL BE WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE
FLORIDA DEPT. OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, 1996, SECTION 710.
9. SOD ALL DRY STORMWATER MANAGEMENT TRACTS ON SITE AND ALL OTHER GREEN AREAS
ON-SITE UNLESS NOTED OTHERWISE.
10. ALL COMPACT PARKING SPACES SHALL BE MARKED "COMPACT" ON THE TIRE STOP OR
PARKING SPACE. HANDICAP SPACES SHALL BE STRIPED AND MARKED IN ACCORDANCE
WITH FDOT INDEX NO. 17346, LATEST EDITION.
11. THE BENCHMARK FOR THE SITE IS UCG MONUMENT F-200 AT THE NW CORNER OF LOUISIANA
AVE. & MAIN ST. ON WEST SIDE OF FEC TRACKS. EL=19.72 NGVD.
12. REFER TO SURVEY BY HAYHURST LAND SURVEYING, INC. FOR BOUNDARY
INFORMATION. DRWG. 08-222, DATED OCT. 30, 2008.
13. ALL BUILDINGS SHALL POST A MINIMUM 6" HIGH NUMERICAL ADDRESS.
LEGEND
NO. DATE
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109
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F.F. EL=23,70 OUT & INSPECTED FOR „°: ' Qf
STRUCTURAL INTEGRITY o
PRI❑R TO CO �' 3 ..'
,X,,
N
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PERMITS REQUIRED
LEGAL DESCRIPTION
1. ST, JOHNS RIVER WATER MGMT, DIST. STORMWATER PERMIT EXEMPTI❑N ALL OF LOT 4, BLOCK 3 OF REPLAT OF SCHOOL PARK SUBDIVISION ��-
2, CITY OF SEBASTIAN SITE PLAN APPROVAL ACCORDING TO. THE OAT THEREOF AS RECORDED IN PLAT BOOK 2,
3, CITY OF SEBASTIAN LAND CLEARING PERMIT PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER CO., FLORIDA.
4, CITY OF SEBASTIAN CONCURRENCY CERTIFICATE SAID LANDS LYING IN INDIAN RIVER CO., FLORIDA.
MAR 13 2009
NORTH
TODD N. SMITH, P.E.
RFUGNOT PRQFESSTON�11,
OFFICE
121 HINCHMAN AVE. 1(68 MAIN ST. SEBASTIAN FL.
SEBASTIAN, FL. 32958 9 ,
oescRianoN Ph. (772) 589-8722
SITE
P
'Title to alt documents whichbear the
copyright of Todd N. Smith, P.E. Is vested
solely In Todd N. Smith, RE. these
documents are provided to the owner
solety In connection with this project,
Any other use or reuse of these
documents or any reproduction, display,
sale, or other disposition of these
documents by anyone Is expressly
prohibited without consent of Todd N.
Smith, P.E. pursuant to the Federal
Copyright Law,'
@2009, TODD N. SMITH, P.E,
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
ENGINEER
TODD N. SMITH, P.E. #42082
DRAWN D S P
DESIGNED TNS
CHECKED TNS
DATE JAN. 2009
SCALE 1 "=20'
SHEET C 1 of C2
SS]
24- R1-1 STOP SIGN &
-o-
POWER POLE
24" WIDE WHITE STOP BAR)K)k
CURB INLET
� )K)K(PR❑VIDE 24' WIDE CONC. STRIP IN MILLING AREAS)
f -ol
WATER METER
HP
HIGH P❑INT
14.2
EXISTING SPOT ELEVATION
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PROPOSED SPOT ELEVATION
EX. 4' HIGH CHAINED LINK FENCE
PP
EX, POWER POLE
>a
VALVE
EDP
EDGE OF PAVEMENT
®
ELECTRIC BOX
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DRAINAGE MANHOLE
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10
FIRE HYDRANT
TRAFFIC FL❑WGUY
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TELEPHONE BOX
NO. DATE
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109
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TO BE REMOVED FENCE EX. SEPTIC TANK z
& REPLACED WITH & DRAINFIELD, m
10'X8' STORAGE SHED TANK TO BE PUMPED '..
F.F. EL=23,70 OUT & INSPECTED FOR „°: ' Qf
STRUCTURAL INTEGRITY o
PRI❑R TO CO �' 3 ..'
,X,,
N
Z2 2M 411 n 02 Z2 2� �v rL�
PERMITS REQUIRED
LEGAL DESCRIPTION
1. ST, JOHNS RIVER WATER MGMT, DIST. STORMWATER PERMIT EXEMPTI❑N ALL OF LOT 4, BLOCK 3 OF REPLAT OF SCHOOL PARK SUBDIVISION ��-
2, CITY OF SEBASTIAN SITE PLAN APPROVAL ACCORDING TO. THE OAT THEREOF AS RECORDED IN PLAT BOOK 2,
3, CITY OF SEBASTIAN LAND CLEARING PERMIT PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER CO., FLORIDA.
4, CITY OF SEBASTIAN CONCURRENCY CERTIFICATE SAID LANDS LYING IN INDIAN RIVER CO., FLORIDA.
MAR 13 2009
NORTH
TODD N. SMITH, P.E.
RFUGNOT PRQFESSTON�11,
OFFICE
121 HINCHMAN AVE. 1(68 MAIN ST. SEBASTIAN FL.
SEBASTIAN, FL. 32958 9 ,
oescRianoN Ph. (772) 589-8722
SITE
P
'Title to alt documents whichbear the
copyright of Todd N. Smith, P.E. Is vested
solely In Todd N. Smith, RE. these
documents are provided to the owner
solety In connection with this project,
Any other use or reuse of these
documents or any reproduction, display,
sale, or other disposition of these
documents by anyone Is expressly
prohibited without consent of Todd N.
Smith, P.E. pursuant to the Federal
Copyright Law,'
@2009, TODD N. SMITH, P.E,
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
ENGINEER
TODD N. SMITH, P.E. #42082
DRAWN D S P
DESIGNED TNS
CHECKED TNS
DATE JAN. 2009
SCALE 1 "=20'
SHEET C 1 of C2
4e
H
W
W
r � f
I
REPLAT SCHOOL PARK � REPLAT SCHOOL PARK
A 40,00'
IP FD IP FD
CM FD NO ID NO ID
NO IDw — _-----�
w rrww r �'
arwrwwrrrrr rrr wrrr.�..wr r �u
PALMETTO AVENUE f
DIRT ROAD
N 89'31'17" E '349.81'(M) 250'(D) M
pp � ASPHALT ROAD , _ � _
N 89° 1'17" E 170'(D) 170.03'(M) 25.31° --�5 r.�',r - - - - V - - - - - -
.r. �- - , - - - pP'j WF pp IP FD
IR IR/CAP FD IR CAP SET WF N89.31'17"E 350.00 GUY NO ID
NO ID pp PLS #4644 PI/,S #5243
/ IP FD
4/29/05 NO ID
4/29/05
NOTE:
DIRT ROAD CONTINUES TO THE SITE BENCHMARK
SOUTH, WEST OFTOP OF NAIL SET - -�� WELL
CONC
THE WEST PROPERTY LINE 100.00' rn DRIVE
PROVIDING A POSSIBLE USE OF
DESCRIPTION INGRESS/EGRESS
BEGINNINGAT A POINT 28 FEET WEST OF THE SOUTHEAST`
CORNER OF GOVERNMENT LOT 3, SECTION 6, TOWNSHIP 31
SOUTH, RANGE 39 EAST, THENCE WEST 322 FEET, THENCE
NORTH 643 FEET; THENCE EAST 350 FEET; THENCE SOUTH
321 FEET; THENCE WEST 28 FEET; THENCE SOUTH 322 FEET;
MORE OR LESS, TO THE POINT OF BEGINNING, INDIAN RTS; °ER
COUNTY, FLORIDA.
SURVEYOR'S NOTES
1, BEARINGS ARE AS SHOWN, HOLDING A BEARING OF
N00°00'00"E ALONG THE CENTERLINE OF GRACE ST.
ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO.
2. BEARINGS, ANGLES AND DISTANCES SHOWN HEREON ARE
RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED.
3. SURVEY DATA REFERS TO THE RECORD PLAT AND
EXISTING MONUMENTATION.
4. THERE HAS BEEN NO SEARCH OF THE PUBLIC RECORDS
BY THIS FIRM. DESCRIPTION PROVIDED BY CLIENT.
5. FIELD WORK COMPLETED ON 6/26/03 - 4/29/05
6. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN.
7. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X AS
SHOWN ON F.E.M.A. MAP NO. 12061CO076, E DATED 5/4/89.
8. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF
RESIDENTIAL SURVEYS.
9. ELEVATIONS ARE ON AN ASSUMED BASIS, HOLDING AN ELEVATION
OF 100.00' ON NAIL SET AS SHOWN.
DAVID M. TAYLOR ` ATE
PROFESSIONAL LAND SURVEYOR
STATE OF FLORIDA REGISTRATION # 5243
THIS SURVEY NOT VALID WITHOUT THE. SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR
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WEST 970 FEETOF
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102.25'
102.29'
103.96'
105.25'
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17.43' IR/CAP SET 1
PLS #5243
COVERED
'13.10'
10'
A/C PAD GRAVEL
DRIVE
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#1100 PALMETTO AVENUE
TWO STORY RESIDENCE
224.64'
® WELL
PROPERTY
4.94± ACRES
D
N 89.43'10" E 322.00'
SOUTH LINE OF GOV'T LOT 3,
SECTION 6-31-39
UNPLATTED
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r
REVISIONS BY
3. FINAL
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5/2/05
2. STRINGLINE
LOCATION DMT
12/5/03
1 -ADDED PROP
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12/5/03
Lo
LEGEND
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AIR CONDITIONER W/ PAD
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5/2/05
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12/5/03
1 -ADDED PROP
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12/5/03
Lo
.E`D FOUND ,,
FF FINISH FLOOR
FH FIRE HYDRANT
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PG PAGE
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OHW OVERHEAD WIRES
ORB OFFICIAL RECORD BOOK
PP POWER POLE
PCP PERMANENT CONTROL POINT
PRM PERMANENT REFERENCE MONUMENT
PLS/RLS SURVEYOR'S REGISTRATION NUMBER
SMH SEWER MANHOLE
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