Boundary Survey For:
GREGORY FISHER
This survey is made specifically and only for the following parties for the purpose of a design on the surveyed property.
Gregory Fisher
The undersigned surveyor assumes no responsibility or liability for any other purpose or to any other party other than stated above.
PROPERTY ADDRESS:
316 Seabreeze Avenue
Palm Beach, FL 33480
LEGAL DESCRIPTION:
Lots 89 and 91, POINCIANA PARK ADDITION TO PALM BEACH, according to the map or plat thereof as recorded in Plat Book 6,
Page 1, Public Records of Palm Beach County, Florida.
FLOOD ZONE:
This property is located in Flood Zone A7 (EL 7), according to F.I.R.M. (Flood Insurance Rate Map) No. 120220 0002C, dated
9-30-1982.
NOTES:
1. All information regarding record easements, adjoiners, and other documents that might affect the quality of title to tract shown
hereon was gained from commitment number 13277-54840, issued by Old Republic National Title Insurance Company, dated May
4, 2016. This office has made no search of the Public Records.
2. Elevations shown hereon, if any, are in feet and decimal parts thereof and are based on NGVD-29. The expected accuracy of the
elevations shown hereon is 0.03' for the hard surface elevations (shown thus x 0.00) and 0.1' (shown thus x 0.0) for the soft
surface elevations. Elevations shown hereon are U.S. survey feet unless otherwise noted.
3. Description furnished by client or client's agent.
4. Unless it bears the signature and the original raised seal of a Florida licensed surveyor or mapper this drawing, sketch, plat or map
is for informational purposes only and is not valid.
5. This survey cannot be transferred or assigned without the specific written permission of Wallace Surveying Corporation.
Certificate of Authorization Number LB4569.
6. Except as shown, underground and overhead improvements are not located. Underground foundations not located.
7. The survey sketch shown hereon does not necessarily contain all of the information obtained or developed by the undersigned
surveyor in his field work, office work or research.
8. No responsibility is assumed by this surveyor for the construction of improvements, from building ties shown on this survey.
9. Revisions shown hereon do not represent a "survey update" unless otherwise noted.
10. All dates shown within the revisions block hereon are for interoffice filing use only and in no way affect the date of the field survey
stated herein.
11. In some instances, graphic representations have been exaggerated to more clearly illustrate the relationships between physical
improvements and/or lot lines. In all cases, dimensions shown shall control the location of the improvements over scaled positions.
12. It is a violation of Rule 5J-17 of the Florida Administrative Code to alter this survey without the express prior written consent of the
Surveyor. Additions and/or deletions made to the face of this survey will make this survey invalid.
13. The ownership of fences, perimeter walls and/or hedges shown hereon are not known and thus are not listed as encroachments.
Fences, hedges and/or perimeter walls are shown in their relative position to the boundary.
14. The expected horizontal accuracy of the information shown hereon is +/- 0.10'.
CERTIFICATION:
I HEREBY ATTEST that the survey shown hereon conforms to the Standards of Practice set forth by the Florida Board of Professional
Surveyors and Mappers adopted in Rule 5J-17, Florida Administrative Code pursuant to Section 472.027, Florida Statutes, effective
September 1, 1981.
DATE OF LAST FIELD SURVEY: 5/31/2016
16-1288.1
LEGEND
A
A/C
A.E.
A.K.A.
ASPH.
BLDG.
B.M.
B.O.C.
B.O.W.
(C)
CATV
C.B.
C.B.S.
C.C.C.L.
CH
C.L.F.
CLR.
C.M.P.
CONC.
(D)
D.B.
D.E.
D.H.
D/W
EL.
ENC.
E.O.P
E.O.W.
ESM'T
F.F.
FND.
= ARC LENGTH
= AIR CONDITIONING
= ACCESS EASEMENT
= ALSO KNOWN AS
= ASPHALT
= BUILDING
= BENCHMARK
= BACK OF CURB
= BACK OF WALK
= CALCULATED
= CABLE ANTENNA TELEVISION
= CHORD BEARING
= CONCRETE BLOCK STRUCTURE
= COASTAL CONSTRUCTION CONTROL LINE
= CHORD
= CHAIN LINK FENCE
= CLEAR
= CORRUGATED METAL PIPE
= CONCRETE
= DESCRIPTION DATUM
= DEED BOOK
= DRAINAGE EASEMENT
= DRILL HOLE
= DRIVEWAY
= ELEVATION
= ENCROACHMENT
= EDGE OF PAVEMENT
= EDGE OF WATER
= EASEMENT
= FINISH FLOOR
= FOUND
F.O.C.
= FACE OF CURB
I.D.
= INSIDE DIAMETER
INV.
= INVERT
I.T.W.C.D. = INDIAN TRAIL WATER CONTROL DISTRICT
L.A.E.
= LIMITED ACCESS EASEMENT
L.B.
= LICENSE BOARD
L.W.D.D. = LAKE WORTH DRAINAGE DISTRICT
(M)
= FIELD MEASUREMENT
M.H.
= MANHOLE
M.H.W.L. = MEAN HIGH WATER LINE
MIN.
= MINIMUM
M.L.W.L. = MEAN LOW WATER LINE
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
N.P.B.C.I.D.= NORTHERN PALM BEACH COUNTY
IMPROVEMENT DISTRICT
N.T.S.
= NOT TO SCALE
O.A.
= OVERALL
O.D.
= OUTSIDE DIAMETER
O/H
= OVERHEAD UTILITY LINE
O.R.B.
= OFFICIAL RECORD BOOK
O/S
= OFFSET
(P)
= PLAT DATUM
P.B.
= PLAT BOOK
P.B.C.
= PALM BEACH COUNTY
P.C.
= POINT OF CURVATURE
P.C.C.
= POINT OF COMPOUND CURVATURE
P.C.P.
= PERMANENT CONTROL POINT
PG.
= PAGE
= POINT OF INTERSECTION
P.I.
= PART OF
P/O
= POINT OF BEGINNING
P.O.B.
______________________________
Craig L. Wallace
Professional Surveyor and Mapper
Florida Certificate No. 3357
Sheet 1 of 2
= POINT OF COMMENCEMENT
P.O.C.
= POINT OF REVERSE CURVATURE
P.R.C.
P.R.M.
= PERMANENT REFERENCE MONUMENT
PROP.
= PROPOSED
P.T.
= POINT OF TANGENCY
PVM'T
= PAVEMENT
(R)
= RADIAL
R
= RADIUS
RGE.
= RANGE
R.P.B.
= ROAD PLAT BOOK
R/W
= RIGHT OF WAY
(S)
= SURVEY DATUM
S.B.
= SETBACK
SEC.
= SECTION
S/D
= SUBDIVISION
S.F.
= SQUARE FEET
S.F.W.M.D.= SOUTH FLORIDA WATER
MANAGEMENT DISTRICT
S.I.R.W.C.D. = SOUTH INDIAN RIVER WATER
CONTROL DISTRICT
S.R.
= STATE ROAD
STA.
= STATION
STY.
= STORY
S/W
= SIDEWALK
T.O.B.
= TOP OF BANK
T.O.C.
= TOP OF CURB
TWP.
= TOWNSHIP
= TYPICAL
TYP.
= UNDER CONSTRUCTION
U/C
= UTILITY EASEMENT
U.E.
= UNRECORDED
U.R.
W.C.
= WITNESS CORNER
W.M.E.
= WATER MANAGEMENT EASEMENT
W.M.M.E. = WATER MANAGEMENT
MAINTENANCE EASEMENT
W.M.T.
= WATER MANAGEMENT TRACT
BL
= BASELINE
CL
= CENTERLINE
= CENTRAL ANGLE/DELTA
= CONCRETE MONUMENT FOUND
(AS NOTED)
= CONCRETE MONUMENT SET
(LB #4569)
= ROD & CAP FOUND (AS NOTED)
= 5/8" ROD & CAP SET (LB #4569)
= IRON PIPE FOUND (AS NOTED)
= IRON ROD FOUND (AS NOTED)
= NAIL FOUND (AS NOTED)
= NAIL & DISK FOUND
(AS NOTED)
= MAG NAIL & DISK SET
(LB #4569)
PL
= PROPERTY LINE
= UTILITY POLE
,
= FIRE HYDRANT
= WATER METER
= WATER VALVE
= LIGHT POLE
= GAS METER
CORP. LICENSED BUSINESS # 4569
5553 VILLAGE BOULEVARD, WEST PALM BEACH, FLORIDA 33407 * (561) 640-4551
COCOANUT
ROW
N
BENCHMARK:
MAG NAIL AND DISK
EL.=2.61
C
L
BENCHMARK:
MAG NAIL AND DISK
EL.=2.89
SEABREEZE AVENUE
C
L
(PUBLIC)
ASPHALT
26.25'
26.25'
450' (N.T.S.)
CURB CUT
2' VALLEY & GUTTER
50.00'
1/2" 0.3'N., 0.1'W.
ROCK
24.7'
PAVERS
24.6'
EAST FACE OF
WALL 0.1'W.
CONC. WALK
STEP
WALL
(TYP.)
A/C
PAD
CONC.
15.2'
0.5'
F.F. EL.=5.46
GARAGE
EL.=5.51
4.8'
FENCE
CORNER
0.2'W.
25.0'
P
CONC.
STEP
STEP
CONC.
CONC.
P
FENCE END
0.2'E.
6,125 S.F.
69.0'
FENCE END
0.2'E.
LOT 89
LOT 91
6' WOOD FENCE (TYP.)
122.50'
LOT 87
5.1'
5.6'
21.2'
28.9'
#316
1 STORY
BUILDING
122.50'
FENCE END
1.0'W.
19.3'
5.0'
15.1'
2.2'
CONC.
WALL END 1.3'E.
FENCE END
0.3'W.
WALL CORNER
0.2'E.
3' U.E.
(D.B. 130, PG. 81)
LOT 93
4"x4"
4.9'N.
ELECTRIC
BOX
FENCE END
0.2'E.
1/2" 5.7'N.
50.00'
TREE LEGEND
= CABBAGE PALM
= FICUS
= FIG
= TRAVELER PALM
= ROYAL PALM
4"x4"
0.8'N.
4' C.L.F. CORNER
0.7'N.
1/2" 0.5'S., 0.1'E.
4' C.L.F. CORNER
2.0'N.
48 HOURS BEFORE DIGGING
CALL
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
Coconu
Contractor is responsible for obtaining
location of existing utilities prior to
commencement of construction activities.
Cocoanut Walk
Ave.
Seaview
y Rd.
Ave.
Seaspray
N
Ave.
2475 MERCER AVE., SUITE 305
WEST PALM BEACH, FL 33401
PHONE: 561.312.2041
FAX: 561.537.7229
[email protected]
Ave.
Seabreeze
Count
Coconut Row
Private
Gruber Consulting
Engineers, Inc.
Antigua Ln.
Lake Tr.
Atlantic Ocean
Ave.
South
Intracoastal Waterway
Clarke
Flagler Dr.
Via Bethesda
Pendleton Ave.
Barton Ave.
Pendleton Ln.
Primavera Ave.
Certificate of Authorization No. 28190
Pine Walk
Site
A.
N.T.S.
SITE INFORMATION
2016-0162
00/00/0000
1/8" = 1'-0"
KM
CG
50'
STORMWATER RETENTION CALCULATIONS
Project No.
Issue Date
Scale
Drawn By
Checked By
Location Map
Project Information
Ave
uth Ocean Blvd.
Chilean
Ave.
Ave.
uth County Rd.
Brazilian
Australian
Hibiscus Ave.
Coconut Row
Lake Drive South
Royal Palm Way
Total Property Area = 6,125 sq.ft.
Proposed
Driveway
Impervious Plan Area
(proposed residence, driveway, pool, decks) = 3,322 sq.ft.
ESTIMATED STORMWATER RETENTION VOLUME
Legend
Conceptual Site Grading & Drainage Plan For:
Impervious Surface Runoff Volume:
1.0 x 2 in/hr x 3,322 sq.ft. x 1 ft./12 in. = 554 cu.ft.
Pervious Runoff Volume:
0.2 x 2 in/hr x 2,803 sq.ft. x 1 ft./12 in. = 93 cu.ft.
Total Volume to be Retained = 617 cu.ft.
PROPOSED EXFILTRATION TRENCH SIZING
Exfiltration Trench #1
L
=
Total Length of Trench Provided
W
=
Trench Width
K
=
Hydraulic Conductivity
H2 =
Depth to Water Table
DU =
Un-Saturated Trench Depth
DS =
Saturated Trench Depth
=
=
=
=
=
=
24
ft
12
ft
0.00005 cfs/sq.ft./ft. of head
2.00 ft
1.00 ft
1.00 ft
V
=
211
=
=
=
=
=
=
20
ft
15
ft
0.00005 cfs/sq.ft./ft. of head
2.00 ft
2.00 ft
1.00 ft
V
=
440
=
Volume Treated
Volume Treated
cu.ft.
cu.ft.
Total Volume Retained in Exfiltration Trenches = 651 cu.ft.
Proposed Two Story Residence
Min. F.F. Elev. = 7.50 NGVD
122.50'
=
Exfiltration Trench #2
L
=
Total Length of Trench Provided
W
=
Trench Width
K
=
Hydraulic Conductivity
H2 =
Depth to Water Table
DU =
Un-Saturated Trench Depth
DS =
Saturated Trench Depth
122.50'
C.
316 Seabreeze Avenue
The retention volume is estimated using the Rational Method (Q=CiA)
where:
C = 1.0 (impervious surface)
C = 0.2 (pervious surface)
i = 2 in/hr
Proposed Residence
B.
Palm Beach, Florida
Pervious Plan Area = 2,803 sq.ft.
N
Notes:
1) Exfiltration trenches and storm piping to be protected from
roots with a root barrier.
2) Roof drain downspouts are to be connected to the proposed
drainage system. Contractor to provide engineer with
downspout locations prior to installation of drainage system.
0
3) Exfiltration trench design uses an assumed value of hydraulic
conductivity. Client may obtain a site specific test for
hydraulic conductivity prior to exfiltration trench installation.
4
8
16
Revisions
32
Scale: 1/8" = 1'-0"
4) Contractor shall mill and overlay all roadway cuts a minimum
of 50 ft. on either side of the excavation the entire width of
each affected lane.
1
2
3
4
5
6
7
8
9
10
5) Contractor is responsible for installing and maintaining erosion
control measures during construction.
6) Video inspection of storm drainage system required prior to
installation of sod.
Chad M. Gruber
Proposed Pool
FL P.E. No. 57466
Sheet No.
50'
Plan Background from Site Plan by
SKA Architect + Planner Received 9/6/16
ARCOM #B-___-2016
© 2016 Gruber Consulting Engineers, Inc.
C-1