1542 Park Terrace West TREE25-0034 07.19.2025 NOIPERMIT #:
ADDRESS:
APPLICANT:
PHONE:
EMAIL:
INCHES OWED
OAKS DBH 8" - 13.9"# OF TREES INCHES OWED OAKS DBH 14" - 29.9"# OF TREES INCHES OWED OAKS DBH 30"+# OF TREES INCHES OWED 96
0 0 oak 32 1 96 and/or
14,400.00$
CREDIT
31.6
NOW OWE
64.4
MARITIME DBH 8" - 13.9"# OF TREES INCHES OWED MARITIME DBH 14" - 29.9"# OF TREES INCHES OWED MARITIME DBH 30"+# OF TREES INCHES OWED 0
0 0 0 and/or
-$
PALMS DBH 8" - 13.9"# OF TREES INCHES OWED PALMS DBH 14" - 29.9"# OF TREES INCHES OWED PALMS DBH 30"+# OF TREES INCHES OWED 0
0 0 0 and/or
-$
OTHER DBH 8" - 13.9"# OF TREES INCHES OWED OTHER DBH 14" - 29.9"# OF TREES INCHES OWED OTHER DBH 30"+# OF TREES INCHES OWED 25.5
holly 8 1 12 0 0 and/or
holly 9 1 13.5 3,825.00$
CREDIT
8.39
NOW OWE
17.11
121.5
and/or
INCHES # OF TREES PLANT PAY INCHES # OF TREES PLANT PAY 18,225.00$
OAKS OAKS
81.5
and/or
12,225.00$
MARITIME 96"MARITIME
live oak 4 12
x2 credit
PALMS 0"PALMS
cabbage 10 3
no credit for palms
OTHER OTHER
TOTALS 96"-$ TOTALS
NEW CONSTRUCTION
MITIGATION RATIOS: (inches removed : inches replaced)
DBH 8" -13.9"= 1: 1.5
DBH 14" - 29.9" = 1: 2
TREE25-0034
1542 Park Terrace W
Jason Ulm
DBH 30"+ = 1: 3
TREES REMOVED
OAK
MARITIME
904 635 2087
jason@shorelinejax.com
PALM
OTHER
PROPOSED MITIGATION FINAL MITIGATION TOTAL INCHES OWED
STAFF NOTES STAFF NOTES
STAFF NOTES STAFF NOTES
STAFF NOTES STAFF NOTES INCHES AFTER CREDIT
STAFF NOTES STAFF NOTES
$ OWED AFTER CREDIT
TOTAL $ Owed
ADDITIONAL INFORMATION:
•The current tree fund rate is $150.00 per inch.
•One shade tree shall be planted or preserved within the
required front yard of every lot.
PLANTING REQUIRMENTS
•Oaks must be replaced with oaks and have a 4" caliper
and 12' tall at time of planting.
•Maritime Species must be replaced with Maritime
Species.
•Mininum 2" caliper for non oaks and 10' tall at time of
planting.
•Palms may replace plams.Mininum 8ft clear trunk height
at time of planting.
•Maritime species receive double credit when replacing
non-Maritime species.
Status in accordance with the City of Altantic Beach code of
ordinances in effect at the time of application submittal.
APPROVDED
DENIED
TPO
ADMINISTRATOR DATE
40' B.R.L.7.5' SIDE SETBACK7.5' SIDE SETBACK175' PLAT120' PLAT
~ PARK TERRACE WEST ~N(7.0)
(8.3)
(8.3)
(6.71)(6.70)(6.65)
(9.1)(9.7)
(12.9)
(14.3)(13.8)(12.7)
(9.4)
(10.2)
(11.5)
WM
OHE
COMS
POLE
GROUNDWATER
BORING 2
POOL
SPA
OUTDOOR LIVING
CONDITIONED FIRST FLOOR
GARAGE 2
GARAGE 1
(11.9)
12
12
11 11
10
9
10
9 9
8
8
7 7
FFE 12.53
12.00
POOL PAVERS &
COPING
SLOPE 18":1'
2 3
8" ±
4" STEP
12.20±
12.53
4" STEP
12.53
12.20
FRONT PORCH
SLOPE 18":1'
1" ±12.12
X4 - 6" STEPS
10.12
PERVIOUS
PAVER
DRIVEWAY
& FRONT PATH
11' RETENTION
SETBACK (10' MIN)
WELL
5' RETENTION
SETBACK (2' MIN)
R.O.W.
16'-7" TO ROOF OVERHANG
12' TO WALL AND EQUIPMENT PAD
56'-712" TO WALL
48'-61
4" TO WALL
R.O.W.
40' B.R.L.
20' B.R.L.20' B.R.L.
5' FENCE
18'-1" TO WALL
A/C & POOL EQUIPT
ROOF
PROJECTION
10'-6" TO ROOF OVERHANG
54'-81
2" TO ROOF
OVERHANG
47'- 12" TO ROOF OVERHANG
38'-8" TO POOL
[3] 30" LIVE OAK
[7] 12"
PALM
[11] 12"
MYRTLE
[8] 5" CLUSTER
MYRTLE
[13] 24" LIVE OAK
[12] 40" OAK
[10] 8" PALM
[9] 12" PALM
[14] 10" PALM
12.53
X3 - 6" STEPS
11.03
SLOPE 1
8":1'
SLOPE 1
8":1'
10.88
11.7
X3 - 65
8" STEPS
10.88
10.88
11.15
11.15
JASON ULM
10'
(11.5)
(13.5)
(11.7)(11.6)
(11.6)
13
10'
10'37 LF 8" HDPE @ 2%12" YARD INLET
TOP EL = 10.7
INV EL =8.9
4'-6" RETENTION SETBACK
(MIN 2'-6" RETENTION SETBACK
PER COAB BULLETIN 4.13.2020)
GROUNDWATER
BORING 1
10.8
11.3
RETENTION
AREA B
2'-6" RETENTION SETBACK PER
COAB BULLETIN 4.13.2020
12" YARD INLET
TOP EL = 11.25
INV EL = 9.6
8.0
8.0
8.0
4:1 SLOPE
4:1 SLOPE
4:1 SLOPE
8.5
RETENTION
AREA A
OUTFALL
INV. EL. 8.0
STONE RIPRAP AT BASE 44 LF - 8" HDPE @ 2%12" YARD INLET
TOP EL = 8.45
INV. 7.4
OUTFALL
INV. EL. 7.3 TO ROW
STONE RIPRAP AT BASE
SLOPES TO PARK TERRACE
DISCHARGE DOWNSPOUT
INTO RETENTION AREA
(TYPICAL)
DISCHARGE DOWNSPOUT
INTO RETENTION AREA
(TYPICAL)DRAI
N P
IP
EDRAIN PIPEDRAIN PIPE
DRAIN PIPE(8.5)
8.5
8.5
(8.5)
TOB 8.5
LINEAR INTERPOLATED
ALONG PROPERTY LINE
BETWEEN SURVEYED
POINTS 9.1 AND 8.3
LINEAR INTERPOLATED
ALONG PROPERTY
LINE BETWEEN
SURVEYED POINTS 9.7
CONTOUR LINE AND 8.3
BOT 8.0
FLAT BASIN
4:1 SLOPE
11.0
11.5RETENTION
AREA C
95 LF 8" HDPE @ 2% MIN12" YARD INLET
TOP EL = 11.45
INV EL = 10.5
OUTFALL
INV. EL. 8.0
STONE RIPRAP AT BASE
10'
(11.3)
- CONCRETE
- HARDSCAPE
- WATER
- RETENTION
- RESTRICTION LINES
- PROPERTY / R.O.W.
- EXISTING CONTOUR
- PROPOSED CONTOUR
- UTILITY
- DEVELOPMENT
- FENCE
- ASPHALT ROAD
- FLOW ARROW
- EXISTING GRADE
- ROOF PROJECTION
- DRAINAGE SWALES
- 10 " PALM, CABBAGE
- 4" OAK, LIVE SHORELINECUSTOM HOMESALL DOCUMENTS PREPARED BY SHORELINE CUSTOM HOMESARE INSTRUMENTS OF SERVICE IN RESPECT TO THE PROJECT.THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLEFOR REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THEPROJECT OR ON ANY OTHER PROJECT.REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BYSHORELINE CUSTOM HOMES FOR THE SPECIFIC PURPOSEINTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUTLIABILITY OR LEGAL EXPOSURE TO SHORELINE CUSTOMHOMES; AND SHALL INDEMNIFY AND HOLD HARMLESSSHORELINE FOR ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES ARISING OUT OF OR RESULTING THEREFROM.2029 3RD STREET NORTHJACKSONVILLE BEACH, FL 32250(904) 635-2087SHORELINEJAX.comCBC 1267922THIBEAULT RESIDENCENOREVISIONDATE1542 PARK TERRACE WATLANTIC BEACH FL 32233S1SHEET
3
32" = 1'
SCALE
DRAWN BY
2504
JOB NO.
DYLAN SKINNER
JASON ULM
DESIGN BY
1542 PARK TERRACE WEST
ATLANTIC BEACH, FL 32233
LOT 6 , BLOCK 3
IMPERVIOUS RATIO AND RUNOFF STORAGE CALCULATIONS
* SEE TREE WORKSHEET ON D1
* OAKS TO BE REPLACED WITH OAKS. MARITIME SPECIES COUNTED AS DOUBLE CREDIT
* SEE SITE PLAN / LEGEND FOR PROPOSED TREE LOCATIONS
REQUIRED TREES
REMOVED X1 - 32" OAK, 1:3 RATIO, 96" (OAKS TO REPLACED WITH OAKS)
REMOVED X1 - 8" HOLLY, 1:1.5 RATIO, 13.5
REMOVED X1 - 9" HOLLY, 1:1.5 RATIO, 12"
TOTAL 121.5 INCHES REQUIRED (96" OAK & 25.5" OTHER)
PROPOSED TREES
PLANT X3 - 10" CABBAGE PALMS - 30" CREDIT
PLANT X12 - 4" LIVE OAKS @ DOUBLE CREDIT - 96" CREDIT
TOTAL 126 INCHES PROPOSED (96" OAK & 30" OTHER)
TREE MITIGATION CALCULATIONS
NEW CONSTRUCTION (NO STORAGE CREDIT FOR PRE-DEVELOPMENT CONDITIONS)
LOT AREA = 120 x 175 = 21,000 SF
DEVELOPMENT IMPERVIOUS RATIO = 31.88 % < 45 % REQ'D
STORAGE VOLUME REQUIRED = CAR = 0.92 * 6694 * 9.3 = 4,773 CF
12 12
WHERE; C = RAINFALL COEFFICIENT = 0.92
A = TOTAL IMPERVIOUS AREA = 6694 SF
R = 25 YEAR & 24-HR RAINFALL DEPTH = 9.3 INCHES
PROPOSED STORAGE
GEOTECHNICAL ANALYSIS
SEE SUPPLEMENTARY REPORT
B1 - GROUNDWATER 4.5 FT, SEASONAL 3.5 FT
B2 - GROUNDWATER NOT ENCOUNTER AT 6 FT, SEASONAL 5 FT
TOTAL RETENTION = 4,947 CF > 4,773 CF REQ'D
SITE PLAN LEGEND
1BUILDING PERMIT05/07/2025SITE PLAN &TREE MITIGATION PLAN* CONVEYANCE SWALES TO BE INSTALLED TO DIRECT RUNOFF TO
RETENTION AREA AS REQUIRED FOLLOWING THE FLOW ARROWS.
* GUTTERS AND DOWNSPOUTS TO DIRECT WATER TO RETENTION
AREA VIA CONVEYANCE SWALES OR UNDERGROUND DRAINAGE
PIPING AS REQUIRED.
* SPILL WAY INSTALLED IN BERM DIRECTS RUNOFF TO PARK
TERRACE WEST WHICH PITCHES TO JOHANSEN PARK. NO NEARBY
ROAD INLETS EXIST.
A POST CONSTRUCTION TOPO SURVEY DOCUMENTING THE
PROPER CONSTRUCTION OF ON-SITE STORAGE IS REQUIRED.
* A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF
THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING
INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY
MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM
MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO
UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF
PROPOSED WORK.
* ROOF OVERHANGS ARE DETAILED ON SHEET A7 (1'6" TYPICAL)
* THERE ARE NO EXISTING OR PROPOSED SIDEWALKS IN THE
RIGHT OF WAY
* PERVIOUS DRIVEWAY PAVERS TO BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURERS WRITTEN
INSTRUCTIONS AS APPROVED CITY OF ATLANTIC BEACH.
SITE NOTES
SITE PLAN
3
32" = 1'2COAB PERMIT COMMENTS07/01/2025
40' BUILDING RESTRICTION LINE20' REAR SETBACK7.5' SIDE SETBACK
7.5' SIDE SETBACK175' PLAT 120' PLATPARK TERRACE WEST40' RIGHT OF WAY LINEREMOVE PAVER DRIVEWAY840 SFREMOVECOVEREDGARAGE383 SFREMOVEEXISTING HOUSE3032 SFFFE 12.36REMOVECONCRETE408 SFREMOVEBRICK FIRE PIT349 SFLOT 7
LOT 5 LOT 13LOT 6, BLOCK 35' WOOD FENCEN(7.0)(8.3)(7.2)(8.3)(7.2)(6.69)(6.76)(6.71)(6.50)(6.56)(6.70)(6.65)(8.2)(9.0)(9.1)(9.7)(12.9)(11.1)(14.3)(13.8)(12.7)(11.7)(12.2)(11.3)(11.9)(9.4)(10.2)(11.0)(10.9)(11.5)(12.2)(12.3)REMOVECONCRETEWALKS 224 SFREMOVECONCRETEWALKS 148 SFREMOVEA/C PAD9 SFWMOHEOHEOHEOHECOMSPOLE[3] 30" LIVE OAKX 230" MAGNOLIASEE ARBORIST RPT.***X 130" OAKSEE ARBORIST RPT.***X 432" OAK[7] 12" PALM[11] 12" MYRTLE[8] 5" CLUSTER MYRTLE[13] 24" LIVE OAK[12] 40" OAK[10] 8" PALM[9] 12" PALM2" WELLTO REMAINX 59" HOLLYX 68" HOLLY[14] 10" PALMREMOVE FENCEFROM LOT 5 TOEXISTING HOUSEDISCONNECTPOWER, SET UPTEMP POWER POLEDISCONNECTCOMMUNICATIONSERVICESDISCONNECTWATER, SET UPTEMP WATERHOSE BIB40' BUILDING RESTRICTION LINE20' REAR SETBACK7.5' SIDE SETBACK
7.5' SIDE SETBACK
175' PLAT
120' PLATPARK TERRACE WEST40' RIGHT OF WAY LINELOT 7
LOT 5
LOT 135' WOOD FENCENWMOHEOHEOHECOMSPOLE[3] 30" LIVE OAK12" PALM[4] 12" MYRTLE[1] 24" LIVE OAK[2] 40" OAK8" PALM12" PALM2" WELL[3] 10" PALMTEMPPOWERPOLESILT FENCEEXTENDWATER TOB.R.L. WITHHOSE BIDPORTION OF EXISTINGDRIVEWAY TO REMAINDURING CONSTRUCTIONDUMPSTER
PORTOLETTREE PROTECTION(TYPICAL, AS REQ'D)[8] 5" CLUSTER MYRTLEPROPOSEDNEW RESIDENCESILT FENCESILT FENCESILT FENCESHORELINE
CUSTOM HOMES
ALL DOCUMENTS PREPARED BY SHORELINE CUSTOM HOMES
ARE INSTRUMENTS OF SERVICE IN RESPECT TO THE PROJECT.
THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE
FOR REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE
PROJECT OR ON ANY OTHER PROJECT.
REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY
SHORELINE CUSTOM HOMES FOR THE SPECIFIC PURPOSE
INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT
LIABILITY OR LEGAL EXPOSURE TO SHORELINE CUSTOM
HOMES; AND SHALL INDEMNIFY AND HOLD HARMLESS
SHORELINE FOR ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
2029 3RD STREET NORTH
JACKSONVILLE BEACH, FL 32250
(904) 635-2087
SHORELINEJAX.com
CBC 1267922
THIBEAULT RESIDENCE NO REVISION DATE
0 ORIGINAL ISSUE FOR PERMIT 04/28/2025
DEMOLITION PLAN &
SITE MANAGEMENT PLAN
1542 PARK TERRACE W
ATLANTIC BEACH FL 32233
D1SHEET14" = 1'SCALEDRAWN BY2504JOB NO.DYLAN SKINNERJASON ULMDESIGN BYDEMOLITION PLANDEMOLITION NOTES* BUILDING PERMIT APPLICATION TO BE SUBMITTED SEPARATELY.* FULL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTHDISTURBING ACTIVITIES.* CONSTRUCTION DUMPSTERS SHALL NOT BE PLACED IN THE RIGHT OF WAY* ALL RUNOFF SHALL REMAIN ON-SITE DURING CONSTRUCTION (SITE PLAN TO BE SUBMITTEDWITH BUILDING PERMIT APPLICATION)* FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED (RIGHT OF WAY PERMIT TOBE SUBMITTED WITH BUILDING PERMIT APPLICATION).* TREE MITIGATION PLAN TO BE SUBMITTED SEPARATELY.SITE MANAGEMENT PLANTREE WORKSHEETIDDBHSPECIES"X" REMOVE"[ ]" PRESERVE"O" RELOCATE
Arborist Report
Prepared for: Shoreline Construction
Property Address: 1542 Park Terrace West
Date: April 15, 2025
Prepared by:
Michael Guillotte
ISA Certified Arborist FL-9471A
MGuillotte1985@gmail.com
Phone: 904-687-8145
Site Visit Summary:
A site assessment was conducted at the above referenced property to evaluate the condition of
two mature trees and provide recommendations regarding their health and structural integrity.
Tree Evaluations:
Tree 1
•Species: Quercus virginiana (Live Oak)
•DBH: 30 inches
•Height: Approximately 60 feet
•Canopy Spread: Approximately 30 feet
Observations:
This Live Oak exhibits poor foliar density, which is indicative of declining vitality. Upon
inspection, the tree is showing clear evidence of irreversible decay, particularly at structural
unions that impact the overall stability and long-term survivability of the tree.
Recommendation:
Due to the presence of advanced decay and structural compromise, this tree poses a risk to
nearby structures and individuals. Removal is recommended.
Tree 2
•Species: Magnolia grandiflora (Southern Magnolia)
•DBH: 30 inches
•Height: Approximately 40 feet
•Canopy Spread: Approximately 20 feet
Observations:
This Magnolia has suffered significant crown damage, with multiple major leads missing—likely
as a result of past wind events. Large wound sites throughout the crown are exhibiting severe
decay. The loss of structural limbs and progression of internal decay are contributing to an
unstable and hazardous condition.
Recommendation:
Removal of this tree is advised due to compromised structural integrity and advanced decay,
which present a potential safety hazard.
Conclusion:
Based on the site assessment and current condition of the trees in question, both trees exhibit
health and structural issues that render them non-viable and potentially hazardous. Removal of
both specimens is advised in the interest of safety and property preservation.
Please let me know if you require assistance coordinating removal or replanting
recommendations.
Michael Guillotte
ISA Certified Arborist FL-9471A
MGuillotte1985@gmail.com
904-687-8145