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SCEPTER DRIVE
Notes - Tree and Palm Protection
1.. Fences shall be erected toprotect Trees and palms to be preserved. Fences define a specific protection: zone for each
tree or group of trees. Fences shall be installed prior to the beginning of construction and are to remain until all site
work has been completed. Fences may not be relocated or removed without the written permission of the Arborist.
Refer to the Landscape Architect's Tree Protection Detail.
2. Construction trailers, traffic, and storage areas must remain outside fenced areas at all times.
3. All underground utilities and drain or irrigation lines shall. be routed outside the tree protection zone. If lines must
traverse the protection area, disturbance shall be minimized by using techniques such as tunneling or boring,
m b sit eared or parked within the tree pro
No materials equipment, oil or waste or washout water e deposited, ed. # i P spell, a4' eP P
tection zone
S Additional tree pruning required for clearance during construction mustbe approved by the Certified Arborist and
shall be performed by trained arborrsts not by construction personnel
6. if injury should went to any tree during construction, it should be evaluated as soon as possible by the Landscape
Contractor and the Certified Arborist should be notified immediately.
7. Any grading, construction, demolition, or other work that is expected to encounter tree roots must be monitored by
the Landscape Contractor.
8. All trees shall be irrigated at least two times a week. Each irrigation session shall wet the soil within the tree protec-
tion zone to a depth of 30 Inches.
f r di ad:preparation, v lion forfounda 'ons footings, walls or trenching neartre sthe trews hall
9. 8e o e nor excavation b e
grading, g, g
t pruned at o of tree protection zone coffin all roots dean) to depth of 36inches Roots she Ibe
be roe pu the edge a et pr eGl1 y g. Y
cutmanually by digging a trench and cutting exposed roots with a saw, vibrating knife, rock saw, narrow trencher with
sharp blades, or other approved root -pruning equipment.
1O. Any roots damaged during grading or construction shall be exposed to sound tissue and cut cleanly with a saw
11. Spoil from trenches, basements, or other excavations shall not be placed within the tree protection zone, either
temporarily or permanently.
12. No burn piles or debris pits shall be placed within the tree protection zone. No ashes, debris, or garbage may be
dumped or buried within the tree protection zone.
13. Maintain fire -safe areas around the fences, Also, no heat sources, flames, ignition sources, or smoking is allowed
near mulch or trees.
14. Protective barriers shall be placed around each tree, duster of trees, or the edge of the preservation area at the
specified distance. Protective barriers shall be a minimum of four feet above ground level and shall be constructed of
wood, plastic, or metal, and shall remain in place until development is completed. Protective barriers shall be in place
prior the start of anyconstruction.
0 0
P
nderstor lams within protective barriers shall be protected.
1S.0 YP t P
16. No excess oil, fill, equipment, building materials orbuilding debris shall be placed within the areas surrounded by
protective barriers, nor shall there be disposal of any waste material such as paints, oils, solvents, asphalt, concrete,
mortar or any other material harmful to trees or understory plants within the areas surrounded by protective barriers.
17. Trees shall not be braced in such a fashion asto scar, penetrate, perforate or otherwise indict damage to the tree.
18. Natural grade shall be maintained within protective barriers. In the event that the natural grade of the site is
changed as a result of site development such that the safety of the tree may be endangered, tree wells or retaining
walls are required.
19, fences and walls shall be constructed to avoid disturbance to any protected tree. Port holes and trenches located
close to trees shall be dug by hand and adjusted as necessary, using techniques such as discontinuous footings, to avoid
damage to major roots.
CROWN DRIP LINE OR OTHER LIMIT
OF TREE PROTECTION AREA. SEE
LANDSCAPE PLAN FOR
FENCE ALIGNMENT
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THIS MAP IS INTENDED TO BE
DISPLAYED AT A SCALE OF 1" = 100'
FOUND 1/2" IRON
ROD, NO I.D.
BOUNDARY SURVEY
LYING IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40 EAST
ST. LUCIE COUNTY, FLORIDA
\
\ \
\ p�7 '\• FOUNDMONUMENCWITH PARCEL ID:
\, Olt ,SCREW IN THE TOP, NO I.D. 3405-441-0002-020-7
,\ k9� (LEANING) 5345 S. 25TH STREET
APPROX. 2.6' W, 4.0' N. " IRON FT. PIERCE, FL 34981
FOUND 1/2
�°. (OCCUPIED/
ROD, 112
SINGLE-FAMILY RESIDENTIAL)
LOT 110, \
WHITE CITY SUBDIVISION \
PLAT BOOK 1, PAGE 23 FOUND 5/" I.R.C.
�. "L.B. 7056"
FOUND VX4" CONCRETE 0.6' N.W., ONLINE
MONUMENT"P.R.M. L.B.7264" PARCEL ID: 3405-441-0004-000-5
0.6' 12.0' N. OF CALCULATED CORNER \ 2870 GREGORY LANE
\ FT. PIERCE, FL 34981
FOUND 1/2" IRON FOUND I.R.C. (OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
ROD, NO I.D. "LB 7805" WITH
0.7' N.W., ONLINE CONCRETE COLLAR
FOUND IRON ROD, NO I.D. 9.3' E. 0.4' S.
SEE NOTE #10
REGARDING APPARENT 90•z47
DEED DESCRIPTION OVERLAP
SET 5/8" I
.R.C.
F
ti
"B.C.G. L.B.8030"
.F
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F `S
FOUND 4"X4" CONCRETE ��h/�T h�IY04
MONUMENT WITH S 89056. 50.. E A/ • eF7
SCREW IN THE TOP, NO I.D. 80.07' x 12.14' ^ 792 �dCCiQ NG7
LOT 121, ro' 17.
WHITE CITY SUBDIVISION HEAVILY So° �° Ta59'x �FrOORT7 Al
�. ' i (�j FOUND I.R.C.
PLAT BOOK 1, PAGE 23 WOODED c ��' PARCEL ID: 3465-443-0005_000-8 �, x SS ��FF� /v `7105" WITH
TREES TO X 5371 S. 25TH STREET �x R�0 9O\�QO Aq CONCRETE COLLAR
d .�,.o R 1
AI m S REMAIN
FT. PIERCE C FL 34981 71"
PLAT OF RAVINIA BY
cn ti
PROPOSED�� . Sr F
< @ 6
M � I
PERIMETER SURVEYING &MAPPING X^^b ryoy (VACANT \ EgR7NC F) pgcs• AFR 'Co,
'� s f /'� SITE BM#2r�� ,.,.,,\ s
PARCEL ID: 3403-502-0200-000-9 x x • •' SET 5/8 I.R.C. E .. °-.\ �'0F 'tQ :�S`77?006
CHRISTENSEN ROAD M ,��-�... LB 8030 4 �'�(NO�,
FT. PIERCE, FL 34981 M �.: TBM^ 96 EL = 12.3i' �fl' "'- \ F �'.p FC
s SET HUB /^ STR TU - .,'�' \ �'QO Q/4
(VACANTNVOODED) 'ZEL=74.32' x;- x
0 4.00' >.
O 152.1 - A...... \ \,1
0
NORTH 388' OF THE SOUTH 634.6' • ^� N AGF TREES TO REMAIN '
v q.
0
OF THE S.E. 1/4 OF THE S.E. 1/4, SITE BM #1 SEE LIST
o
LYING WEST OF CANAL RIGHT OF SET 5/8' LR.C. 1 R rBM r
LB 8030 ,� SET HUB 96" X 40' CULVERT
WAY, OF SECTION 5 - T36S - R40E EL = 13.80' X EL = 12.38• PERMITTE s E
FOUND IRON ROD, NO I.D-
WITH CONCRETE COLLAR
0.1' W. 0.4' N.
TREE PROTECTION FENCE: MINIMUM 4"
DIAMETER NYLON OR POLY ROPE, YELLOW
OR ORANGE. MUST BE 4' MINIMUM FROM
GROUND & NOT ATTACHED TO GROUND.
2"x2"x6' STEEL POSTS OR APPROVED EQUAL
MAINTAIN EXISTING GRADE WITH IN
TREE PROTECTION FENCE UNLESS
OTHERWISE INDICATED
CALCULATED S.E.
CORNER OF PROPOSED
PLAT OF RAVINIA
FALLS 0.4' W, 1.4' S. OF
CALCULATED CORNER
NW RELIEF COURT
TREE
PROTECTION
BARRICADE
NOT TO SCALE
NOTES:
1- NO EQUIPMENT SHALL OPERATE INSIDE
THE PROTECTIVE FENCING INCLUDING DURING
FENCE INSTALLATION
AND REMOVAL.
Trees being Kept
Canal Berm from Culvert North
Location
A
Location Entry Berm Location Entry Berm
Location
Entry Berm :Location
Entry Berm Location
Entry Berm
Species
Caliper
Species Caliper
p p
Species Cali per
Species
Caliper Species
Caliper Species
R p
Caliper
�
pine
14"
Pine IV
Pine 8"
Pine
15" 190' Pine
13" Pine
11"
Pine
16"
Pine 12"
Pine 15" 90'
Pine
17" Pine
SO" Pine
11"
Pine
16"
Pine. 14"
Cab Palm 21" 115'
Pine
21" Pine
16" 293' Oak
10"
Oak
1"
Pine 12"
Pine 14" 13V
Pine.
21" 200' Pine
9"
Pine
i6"
Pine 12"
40' Pine 17"
Pine
16" Oak
10"
Pine
13"
Pine 12"
Pine 12"
Cab Palm
19" 215' Cab Palm
19"
Pine ill,
Pine 91'
Oak
9" 230' Oak
ill, 319'
Cab Palm 12"
58' Pine 16" 151'
Oak
19" 262' Pine
14"
Pine 14"
Pine 12" 179
Pine
20" Pine
22" 338'
.Pine loll
Pine 16" 175'Pine
11'" Oak
13" 375'
Pine 14"
Cab Palm 18"
Pine
12" Pine
9''
Pine 16"
70' Cab Palm 21"
Pine
7" Pine
12"
Location
Wetland
Location
8
Species
Caliper
Species
Caliper
Pine
11"
Pine
12"
Pine
12"
Oak
8"
Pine
9"
Pine
18"
Pine
15"
Pine
13"
Pine
13"
Oak
4"
Pine
14"
Pine
16"
Pine
13"
Pine
8"
Pine
9"
Oak
9"
Pine
8"
Pine
12"
Pine
5"
Pine
Sill
Pine
12"
Pine
13"
Pine
14"
Pine
loll
Pine
ill.
Pine
7"
Pine
loll
Pine
12"
Pine
12"
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIIIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BOWMAN CONSULTING GROUP, LTD., INC. SHALL BE WITHOUT LIABILITY TO BOWMAN CONSULTING GROUP, LTD.
Cad file name: C:\Users\sbrickley\Dropbox\Survey Stuff\Gulfstream\Custom Homes\Finn\BCG Finn Survey\BCG Finn Survey Plot Plan-TM-Rl.dwg 10/29/2021
D/IN TALL D
SEPTIC W X, N 89°5650
DRAIN W W W 741.12' 1p
FIELD WETLANDS u-
W
TREES TO BE
REMOVED
SEE LIST
CALCULATED S.W.
CORNER OF LOT 122
F.B. 1, PG. 23)
FOUND ROUND
CONCRETE MONUMENT
(SUBMERGED)
0.4'E, 1.4'S.
PARCEL ID:
3405-441-0003-000-8
2640 GREGORY LANE
FT. PIERCE, FL 34981
414 44
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2
SOP,
PARCEL ID: 3405-441-0005-000-2
2600 GREGORY LANE
FT. PIERCE, FL 34981
(OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
TREES TO BE REMOVED
SEE LIST
PARCEL ID:
3405-443-0001-000-0
(VACANTANOODED)
FOUND I.R.C. / I
"LB 7805" WITH
CONCRETE COLLAR
S 59"18'38" E 233.42'
S 59017'55" E 233.42'
FOUND I.R.C.
"LB 7805" WITH
CONCRETE COLLAR
S 89*69*45" E
S 89059'32" 1
"LB 7805" WITH
FOUND I.R.C. CONCRETE COLLAR 1.7' W.
"LB 7805" UNDER x�
WIRE FENCE �0
&
y W W W W LOT 122, FOUND IRON ROD
WHITE CITY SUBDIVISION NO I.D.0.5' SOUTH
PLAT BOOK 1, PAGE 23
PARCEL ID: 3403-502-0211-000-9
5391 S. 25TH STREET
FT. PIERCE, FL 34981
(OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
S 89056'50" E 1321.65'
TRACT G-13, FIRST REPLAT IN
PORT ST. LUCIE SECTION FORTY-EIGHT
PLAT BOOK 26, PAGE 23, 23A-23L
FOUND NAIL AND DISC
IN ASPHALT CUTOUT
STAMPLED "P.C.P. LS2789"
Location C
Species Caliper
Pine 16"
Pine l2"
Pine 12"
Pine 13"
Pine 13"
Pine 8"
Pine 16"
Pine 12"
Pine 16"
Pine 15"
Pine 12"
Pine 7"
Pine SS"
Location D
Species Caliper
Pine 8"
Pine 8"
Pine ill,
Pine S"
Pine 12"
Pine 12"
Pine 7"
Pine 11"
Pine 12"
Pine 12"
Pine is"
Pine 8"
Pine fill
Pine 6"
Pine 12"
Pine 6"
Pine 13"
Pine &"
Pine 7"
Pine loll
Pine
loll
Pine 12"
Pine loll
Pine 12"
Pine loll
Pine 12"
Pine 10'"
BLOCK 3256, FIRST REPLAT IN
PORT ST. LUCIE SECTION FORTY-EIGHT
PLAT BOOK 26, PAGE 23, 23A-23L
FOUND NAIL AND DISC
IN ASPHALT CUTOUT
STAMPLED "P.C.P. LS2789"
500 00'
L Z10 5�
Location
E
Location
F Wetland
Location
G
Species
Caliper
Species
Caliper
Species
Caliper
Pine
is"
Pine
7"
Pine
6"
Pine
Ti
Pine
16"
Pine
loll
Pine
12"
Pine
loll
Pine
12"
Pine
7"
'Pine
9"
Pine
19"
Pine
8"
Pine
10"
Pine
16"
Pine
11"
Pine
13"
Pine
Sill
Pine
11"
Pine
13"
Pine
6"
Pine
13"
Pine
10"
Pine
8"
Pine
13"
Pine
11°
Pine
7"
Pine
Sill
Pine
6"
Pine
12"
Pine
12"
Pine
9"
Pine
12"
Pine
8"
Pine
7"
Pine
loll
Oak
g"
Location
Entry
Species
Caliper
Pine
18"
Pine
19"'
BEGINNING
PARCEL ID:-/
3403-502-0211-200-1
DRIVEWAY FOR #5391
PARCEL ID:
3403-502-0211-100-0
LAKE PARCEL
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FOUND I.R.C.
"LB 7805" WITH
CONCRETE COLLAR
of p`L 09
S 00°12'51" E 30.34'
S 00°18'04" E 30.00'
-FOUND IRON ROD, NO I.D.
x^ry0o,
FOUND--CCR#070845
IRON ROD M FOUND MAG NAIL AND '
NO I.D. O DISC "GCY LS 4108"
IN WESTERLY CURB
CD
N OF MEDIAN
N 89050'37" E 765.00'
NW SCEPTER DRIVE
I
LEGEND-
0
O
O
CENTERLINE P.I.
(NOT FOUND)
EL.
= ELEVATION
G.P.S.
= GLOBAL POSITIONING SYSTEM
N.A.V.D.
= NORTH AMERICAN VERTICAL DATUM
PID
= POINT IDENTIFICATION
R.T.K.
= REAL TIME KINEMATIC
TYP.
= TYPICAL
XAb52
= EXISTING ELEVATION
O
= BOLLARD
- X -
= CHAIN LINK FENCE
-lo--
= CONTOUR ELEVATION
= SITE CONTROL POINT
= LIGHT POLE
8
= PARKING SPACES
= SIGN
O
= STORM MANHOLE
D4
= WATER VALVE
= WELL
-0-
= WOOD RAIL FENCE
®
= YARD DRAIN
4
= OAK TREE WITH DIAMETER
4
= PALM TREE WITH DIAMETER
4
= PINE TREE WITH DIAMETER
LEGAL DESCRIPTION:
OFFICIAL RECORDS BOOK 4161. PAGE 173
PARCEL1
THE NORTH 388 FEET OF THE SOUTH 634.6 FEET OF THE SOUTHEAST 1/4 OF THE
SOUTHEAST 1/4 LYING WEST OF CANAL RIGHT OF WAY OF SECTION 5, TOWNSHIP 36
SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH THE FOLLOWING LANDS:
PARCEL2
BEGIN AT THE SOUTHEAST CORNER OF THE NORTH 388 FEET OF THE SOUTH 634.6
FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 36
SOUTH, RANGE 40 EAST AND RUN ALONG THE SOUTH BOUNDARY LINE OF SAID
LANDS, SOUTH 89°59'45" WEST A DISTANCE OF 367.49 FEET TO THE EASTERLY
RIGHT-OF-WAY OF SAID CANAL; THENCE RUN ALONG SAID EASTERLY CANAL
RIGHT-OF-WAY, NORTH 59°18'38" WEST A DISTANCE OF 241.65 FEET; THENCE RUN
NORTH 30°41'22" EAST, A DISTANCE OF 30 FEET, THENCE RUN SOUTH 59°18'38" EAST,
PARALLEL TO THE EASTERLY RIGHT-OF-WAY OF SAID CANAL A DISTANCE OF 233.42
FEET; THENCE RUN NORTH 89°59'45" EAST PARALLEL TO THE SOUTH BOUNDARY LINE
OF THE ABOVE DESCRIBED LANDS A DISTANCE OF 359.10 FEET TO THE WEST
RIGHT-OF-WAY LINE OF HAWLEY ROAD, THENCE RUN ALONG THE WEST
RIGHT-OF-WAY OF HAWLEY ROAD, SOUTH 00'18'04" EAST A DISTANCE OF 30.00 FEET
TO THE POINT OF BEGINNING.
LESS AND EXCEPT ANY PORTION OF THE ABOVE DESCRIBED PROPERTIES WHICH LIE
WITHIN THE CANAL RIGHT OF WAY.
SURVEYOR'S NOTES:
1. THIS IS A BOUNDARY SURVEY PREPARED IN ACCORDANCE WITH THE
"STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF
FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE
CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
PROPOSED IMPROVEMENTS, TREE AND WETLAND INFORMATION SHOWN
HEREON WAS PROVIDED BY OTHERS.
2. THE COORDINATES, BEARINGS AND DISTANCES SHOWN HEREON ARE
REFERENC
ED TO THE FLORIDA STATE PLANE COORDINATE
0 NATE SYSTEM
TRANS
VERSE MERCATOR PROJECTION, EAST Z 0 S ONE NORTH AMERICAN DATUM
OF 1983 (NAD83 / 2011 ADJUSTMENT) AND WERE ESTABLISHED BY R.T.K.-G.P.S.
USING NETWORK CORRECTIONS AND VERIFIED BY MULTIPLE MEASUREMENTS
ON PROJECT CONTROL POINTS.
THE BASIS OF BEARING REFERS TO A BEARING OF SOUTH 59"35'42" EAST ALONG
THE SOUTH RIGHT OF WAY LINE OF CANAL NO, 103.
3. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (N.A.V.D. 88) AND ARE BASED UPON THE FOLLOWING
ST. LUCIE COUNTY BENCHMARK:
"STL 4"
ELEVATION = 18.044' (N.A.V.D. 88)
(5.50 METERS N.A.V.D. 88 PUBLISHED)
4. THIS SURVEY WAS PERFORMED UTILIZING R.T.K.-G.P.S. PROCEDURES AND
TRADITIONAL SURVEY PROCEDURES WITH MULTIPLE MEASUREMENTS ON
PROJECT CONTROL POINTS, AND HAS A HORIZONTAL POSITIONAL TOLERANCE
OF LESS THAN 0.20 FEET.
5. SUBSURFACE OR. UNIDF„RGROLINO UTILLTIFC I-Ip\/F r.l(1T RFFAI I (lCATFII ANn ARE
NOT A PART OF THIS SURVEY.
6. ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS
THEREOF.
7. THE 2018 IMAGERY SHOWN HEREON WAS ACQUIRED FROM LABINS.ORG AND IS
FOR INFORMATIONAL PURPOSES ONLY.
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN
THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
9. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR
ELECTRONIC SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
10. THE CALCULATED S.W. CORNER OF NORTHERLY ADJOINER DEED (O.R.B. 2825,
PG. 1363) FALLS 1.8' SOUTH OF N.W. CORNER OF SUBJECT PROPERTY. THIS
APPARENT OVERLAP IS RELATED TO THE DESCRIPTION COMING FROM NORTH
LINE OF THE 1/4-1/4 SECTION WHEREAS THE SUBJECT PARCEL LEGAL
DESCRIPTION IS AN OFFSET OF THE SOUTH LINE OF THE 1/4-1/4 SECTION.
NO TITLE SEARCH INFORMATION WAS PROVIDED TO DETERMINE SENIOR
RIGHTS OF DEED DESCRIPTIONS.
11. THE LANDS SHOWN HEREON ARE IN ZONE "X" (AREA OF MINIMAL FLOOD
HAZARD), PER FLOOD INSURANCE RATE MAP PANEL 12111CO276K, EFFECTIVE
2/19/2020.
f4uno0 slon-I -IS
2M F i NVr
03AI303B
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS 4,,0-2YL & Well #
Date: I L 29 Z6L1 ,
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE
BOUNDARY SURVEY SHOWN HEREON WAS PREPARED IN ACCORDANCE WITH THE "STANDARDS OF
PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027, FLORIDA STATUTES.
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? OCTOBER 27, 2021
STEVEN B EY, P S,IMI.' M - DATE OF LAST FIELDWORK
FLORIDA OFESSIONAL 81 i VcYb AND 4A PPE
REGIS TION No. 6841
BOWMAN CONSULTING GROUP, LTD., INC.
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030
(LB 8030 = LICENSED BUSINESS NUMBER 8030)
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PROJECT NO
PLAN STATUS
XX XX XX XXXXX
0/27/211 REV. PER COMMENTS
DATE I DESCRIPTION
FIELD BOOK PAGE
SNB MISC. NOTES
DRAWN CHKD
SCALE H: 1 = 100
V: N A
JOB No.
DATE AUG. 30, 2021
FILE No.
BCG FINN SURVEY.DWG
SHEET OF