630 STURDIVANT ST - REVISED 8-22-17AUG 2 2 2011
CITY OF ATLANTIC BEACH
800 Seminole Road
AUG 2 3 2017 1 J'Atlantic Beach, Florida 32233
Building Department
REVISION RV4Yb8;Wt[aq*F49&AMftS TO PLAN REVIEW COMMENTS
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Date is -ata I- Revision to Issued Permit Corrections to Comments V Permit # /-'-oda
Project Address
Contractor / Contact Name
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Phone <)e-/ - -3 i,S , <D-<�?
Description of Proposed Revision / Corrections:
Email
Permit Fee Due $
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Additional Increase in Building Value $ Additional S.F.
By signing below, I ����✓ / oo�lq.a affirm the Revision is inclusive of thero osed changes.
printed name) P P g s
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date B JJ 1-7
Approved Denied
Revision/Plan Review Comments
Planning & Zoni g
(Office Use Only)
Not Applicable to Department
Required:
01
Reviewed By
Public Safety Date
Fire Services
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DESIGNER:
RK PHILLIPS
DRAWN BY:
DB
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
DATE:
JULY 2017
DATE:
JULY 20'17
SCALE:
NO SCALE
PROJECT No.
200-17
NUMBER SHEETS
5
PAGE NUMBER
more than 36 inches above the original ground surface.Filter fabric shall CHORD DISTANCE= 58.31
DELTA.=24°02'16"
not be stapled to existing trees.
i
fabric and closer post spacing are used, the wire
.When .extra strength filter fab p p g SITE BENCHMARK: NAIL AND
mesh support fence may be eliminated: In such a .case, the filter fabric Is
DISK FOUND; IN THE NORTHERLY a
led or wired directly to the posts. EDGE OF PAVEMENT OF
stop Y STURDIVANT STREET.
ELEVATION= 9.50 (N.G.V.D.
The trench shall be backfilled and the soil compacted over the toe of the O 10 20 40
1929)
filter fabric.
SCALE: 1" - 20'
� 9 6 X. x 9 66
shall be set at least 6 feet from
Silt fences placed at the toe of a slope
the toe in order to increase ponding volume.
p P�x 9.B3
I_
Silt fences shall be removed when they have served their useful purpose, but
f
FOUND 1/2" IRON
before the u slo e area has been permanently stabilized, and any 0
not b tl
p P \� �� PIPE, No to
silt fence has been removed. �J
sediment stored behind the �G
Inspection and Maintenance:
Insp
week) and after each
.Iter barriers shall be inspected y
Silt fences and fl p
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,
o
9.
significant storm (1 In 24hr.). Any required repairs shall be made , p9 x�
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g 1 � `� / 16 CPALM I
when It reaches - height of the
immediately. Sediment shall be removed3 9 RADIUS -100-00
nt shall vegetated or
fend or 9 inches maximum. The removed sediment g
1
ARC LENGTH=31.31 °,21°°a �4'cPA M -
otherwise stabilized. -
� 1
0
CHORD
� ��
2. STAPLE WIRE
1. SET POSTS AND DISTANCE = 31.18' 4' C ALM x,o. �o I W
4„X4„ FENCING TO THE
14 PALM
EXCAVATE A POSTS. _ ' ,' �0 5� —° Q ' o
TRENCH uPSLope DELTA—1 7 56 1 DAMAGED LAURAL OAK
ALONG THE LINE OF
�0?3 '°s TO BE REMOVED
C7 LOT 776
S S
x Q
POSTS x
„
FOUND 1/2 IRO - �i � 1 1 PALM .- I I
%l i ' PIPE LB 3848 72?
1 PALM _
EAST 25 x 0.3 W
OF 00
J 2
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LOT 774 �o
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1 STORY Q_Ln
STORY
I r� FRAME
>-• LOT 774 �; ��•o ;, FRAME
.- � x RESIDENCE' :
8 LESS & EXCEPT ho 9a 11 CPAL ESIDENCE
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THE EAST. 25 109. o: -..640 o. ..630 I
4 I OF LOT 774 x11.0a
1 ” C ALM 90,
BACKFILL AND -
4. BAC „ �� 1 - IR N
FOUND 1/2" IRON '
COMPACT THE
FOUND I IRON 1 1 "' pqp M 50° SET /2„ 0 PIPE, No ID
100' PIPE, NO ID 1.0 25 �0 ( ) PIPE, NO ID
EXCAVATED. SOIL. ( ) a o9 (
_ _ - - -
(-�o� o 2 ( 25 225.00
3. ATTACH THE FILTER
(25) 2 BOLLAR S 40,5__
) 10.9.9,
I TO
6' WOOD FENCE Al.
FABRIC
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F NC
E AND
THE WIRE E�
W//� �//, 50.00 I /�
IT INTO LOT 763
EXTEND ¢ CONCRETE BL I K BUILDIN
!; LOT 759 i 49.93 FIELD C
THE TRENCH. !i!!:'!',
( )
°� &....FRAME BUIL � No. 625
!! ¢
No. 645
'LOT 762
LOT 760 LOT 761
•, �; !'!%; i;!,%!,'!/INSTALL TEMP. SILT FENCING
EXISTING C. PALMS TO BE AROUND ENTIRE PERIMETER.
RELOCATED. SEE LANDSCAPE PLAN
NOTES:
! i
! ! EXTENSION OF 1. THIS IS A TOPOGRAPHIC SURVEY.
WIRE 2. NO BUILDING RESTRICTION LINES AS PER PLAT.
I FABRIC AND NOTE:
INTO THE 3. INTERIOR ANGLES PER FIELD SURVEY.
TRENCH. 4. NORTH PROTRACTED'FROM PLAT. EXISTING BUILDING STRUCTURES HAVE BEEN
j 5. BENCHMARK USED 1S A MAG NAIL AND DISK No. LB3672 SET REMOVED AND ARE ONLY SHOWN TO
FILTER FABRIC (
IN THE NORTH SIDE OF A WOOD UTILITY POLE, LOCATED IN THE ESTABLISH PRE -CONSTRUCTION IMPERVIOUS
T OF '
NORTH RIGHT OF WAY OF ATLANTIC BOULEVARD, 30f WEST '
I�ro STORM WATER DETERMINATION.
THE CENTERLINE OF PINE STREET.. ELEVATION -11:08 (N.G,V.D:
1929)
6. SITE BENCHMARK AS SHOWN ON SURVEY.
L
THIS SURVEY WAS MADE FOR THE BENEFIT OF
STURDIVANT HOLDINGS, LLC
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE -
1 2 1 2
"X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE -.RATE MAP NUMBER
REVISED JUNE 3
12031 C0409H, E U , 2013 FOR DUVAL
TREE DRIPLINE
- e COUNTY, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER NO. LS 329
• • • •
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
FENCE SURVEYOR AND MAPPER. ADDED TOPOGRAPHY JULY 24, 2017
FLORIDA LIC. SURVEYING &MAPPING BUSINESS No. LB 3672
• 8'OC BARRIER FENCING
•W/ WIRE TIES TO
6 MIN.
POST.
• . #5 REBAR
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DECEMBER 9, 2016
SHEET 1 OF 1
DATE:
CONSTRUCTION DETAILS FOR SILT FENCES
CHECKED BY: RK PHILLIPS
V)
(D-909) N.T.S.
Silt Fence Construction Specifications:
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The height of a silt fence shall not exceed 36 Inches. Storage height shall
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hall follow the contour as close)
never exceed 18" The fence line s Y as
s
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possible. If possible, the filter fabric shall be cut from a continuous roll to
joints are necessary, filter cloth shall be
avoid the use of joints. When �o Y
• only at a support post, with a minimum 6 -inch overlap and both
spliced y PP
ends securely fastened to the post.
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spaced a maximum of 10 fee a art .and driven securely into
.Post shall. be p P
the g round minimum of 12 inches): When extra strength fabric is used
the
a=
without the wire support fence, post spacing shall nat exceed 6 feet. Turn
MAP SHOWING SURVEY OF
the ends of the fence uphill.
THE EAST 25 FEET OF LOT 774 AND ALL OF LOT 775, PLAT OF
0
trench shall be excavated approximately 4 Inches wide and 6 Inches deep
tie pP
SECTION NO. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8 OF
�
he line of posts and a slope from the barrier.
along t p p P
a
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,, FLORIDA.
II
When standard -strength - tren th filter fabric is used, a wire mesh support fence shall
fastened secure) to the u sloe side of the posts using heavy duty wire
be fas y p slope
rings. The 'wire shall extend
stables at leash 1 Inch long, tie wires or hog g
-
into the trench a minimum of 2 inches and shall not extend more than 36
~
inches above the original ground surface.
RADE US=140.00'
i
• fence and
The stdndard-strep -strength filter fabric shall be stapled or wired to the ,
9
ARC' LENGTH=58.74
w
• fabric shall not extend
6 inches of the fabric shall extend In .the trench. The ab
1
more than 36 inches above the original ground surface.Filter fabric shall CHORD DISTANCE= 58.31
DELTA.=24°02'16"
not be stapled to existing trees.
i
fabric and closer post spacing are used, the wire
.When .extra strength filter fab p p g SITE BENCHMARK: NAIL AND
mesh support fence may be eliminated: In such a .case, the filter fabric Is
DISK FOUND; IN THE NORTHERLY a
led or wired directly to the posts. EDGE OF PAVEMENT OF
stop Y STURDIVANT STREET.
ELEVATION= 9.50 (N.G.V.D.
The trench shall be backfilled and the soil compacted over the toe of the O 10 20 40
1929)
filter fabric.
SCALE: 1" - 20'
� 9 6 X. x 9 66
shall be set at least 6 feet from
Silt fences placed at the toe of a slope
the toe in order to increase ponding volume.
p P�x 9.B3
I_
Silt fences shall be removed when they have served their useful purpose, but
f
FOUND 1/2" IRON
before the u slo e area has been permanently stabilized, and any 0
not b tl
p P \� �� PIPE, No to
silt fence has been removed. �J
sediment stored behind the �G
Inspection and Maintenance:
Insp
week) and after each
.Iter barriers shall be inspected y
Silt fences and fl p
a � I
� a
,
o
9.
significant storm (1 In 24hr.). Any required repairs shall be made , p9 x�
0 `
g 1 � `� / 16 CPALM I
when It reaches - height of the
immediately. Sediment shall be removed3 9 RADIUS -100-00
nt shall vegetated or
fend or 9 inches maximum. The removed sediment g
1
ARC LENGTH=31.31 °,21°°a �4'cPA M -
otherwise stabilized. -
� 1
0
CHORD
� ��
2. STAPLE WIRE
1. SET POSTS AND DISTANCE = 31.18' 4' C ALM x,o. �o I W
4„X4„ FENCING TO THE
14 PALM
EXCAVATE A POSTS. _ ' ,' �0 5� —° Q ' o
TRENCH uPSLope DELTA—1 7 56 1 DAMAGED LAURAL OAK
ALONG THE LINE OF
�0?3 '°s TO BE REMOVED
C7 LOT 776
S S
x Q
POSTS x
„
FOUND 1/2 IRO - �i � 1 1 PALM .- I I
%l i ' PIPE LB 3848 72?
1 PALM _
EAST 25 x 0.3 W
OF 00
J 2
W Cfl
LOT 774 �o
o
1 STORY Q_Ln
STORY
I r� FRAME
>-• LOT 774 �; ��•o ;, FRAME
.- � x RESIDENCE' :
8 LESS & EXCEPT ho 9a 11 CPAL ESIDENCE
`L
THE EAST. 25 109. o: -..640 o. ..630 I
4 I OF LOT 774 x11.0a
1 ” C ALM 90,
BACKFILL AND -
4. BAC „ �� 1 - IR N
FOUND 1/2" IRON '
COMPACT THE
FOUND I IRON 1 1 "' pqp M 50° SET /2„ 0 PIPE, No ID
100' PIPE, NO ID 1.0 25 �0 ( ) PIPE, NO ID
EXCAVATED. SOIL. ( ) a o9 (
_ _ - - -
(-�o� o 2 ( 25 225.00
3. ATTACH THE FILTER
(25) 2 BOLLAR S 40,5__
) 10.9.9,
I TO
6' WOOD FENCE Al.
FABRIC
o � ;
F NC
E AND
THE WIRE E�
W//� �//, 50.00 I /�
IT INTO LOT 763
EXTEND ¢ CONCRETE BL I K BUILDIN
!; LOT 759 i 49.93 FIELD C
THE TRENCH. !i!!:'!',
( )
°� &....FRAME BUIL � No. 625
!! ¢
No. 645
'LOT 762
LOT 760 LOT 761
•, �; !'!%; i;!,%!,'!/INSTALL TEMP. SILT FENCING
EXISTING C. PALMS TO BE AROUND ENTIRE PERIMETER.
RELOCATED. SEE LANDSCAPE PLAN
NOTES:
! i
! ! EXTENSION OF 1. THIS IS A TOPOGRAPHIC SURVEY.
WIRE 2. NO BUILDING RESTRICTION LINES AS PER PLAT.
I FABRIC AND NOTE:
INTO THE 3. INTERIOR ANGLES PER FIELD SURVEY.
TRENCH. 4. NORTH PROTRACTED'FROM PLAT. EXISTING BUILDING STRUCTURES HAVE BEEN
j 5. BENCHMARK USED 1S A MAG NAIL AND DISK No. LB3672 SET REMOVED AND ARE ONLY SHOWN TO
FILTER FABRIC (
IN THE NORTH SIDE OF A WOOD UTILITY POLE, LOCATED IN THE ESTABLISH PRE -CONSTRUCTION IMPERVIOUS
T OF '
NORTH RIGHT OF WAY OF ATLANTIC BOULEVARD, 30f WEST '
I�ro STORM WATER DETERMINATION.
THE CENTERLINE OF PINE STREET.. ELEVATION -11:08 (N.G,V.D:
1929)
6. SITE BENCHMARK AS SHOWN ON SURVEY.
L
THIS SURVEY WAS MADE FOR THE BENEFIT OF
STURDIVANT HOLDINGS, LLC
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE -
1 2 1 2
"X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE -.RATE MAP NUMBER
REVISED JUNE 3
12031 C0409H, E U , 2013 FOR DUVAL
TREE DRIPLINE
- e COUNTY, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER NO. LS 329
• • • •
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
FENCE SURVEYOR AND MAPPER. ADDED TOPOGRAPHY JULY 24, 2017
FLORIDA LIC. SURVEYING &MAPPING BUSINESS No. LB 3672
• 8'OC BARRIER FENCING
•W/ WIRE TIES TO
6 MIN.
POST.
• . #5 REBAR
CHECKED BY:DATE:
DRAWN BY: CL
FILE: 2017-1015
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DECEMBER 9, 2016
SHEET 1 OF 1
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
V)
JULY 2017
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CHECKED BY:DATE:
DRAWN BY: CL
FILE: 2017-1015
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DECEMBER 9, 2016
SHEET 1 OF 1
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
• • • 4'-6„ REF:2016-1455(KLW)
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ELEVATION
6
TREE BARRICADE APPROVAL. OBTAIN CITY. APPROVAL OF TREE BARRICADES
BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT,
PROTECTION FENCING DETAIL
TREE a. NA�.E
DESIGNER:
, RK PHILLIPS
DRAWN BY:
DS
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
DATE:
JULY 2017
DATE:
JULY 2017
SCALE:
1.'=20`
PROJECT No.
200-17
NUMBER SHEETS
5
PAGE NUMBER
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1 IN 'ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES 'OCCU ING IN TL -IF- V —
E DU AL COUNTY RIGHT OF .WAY AND
EASEMENTS THE CONTRACTOR P
COR SHALL PREVENT DAMAGES TO EXISTING UTILITIES:, CAUSED BY I
' H S WORK THROUGH FIELD
VERIFICATION OF THET
LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF EN EXCAVATION, VERIFICATION MAY. BE
PERFORMED 'DURING THECONTRACTORS CON RAC.. ORS WORK. IN THE CASE OF DIRECTIONAL BILLING, VERIFICATION SHALL TAKE- PLACE. PRIOR
TO MOBILIZATION OF THE DRILLING EQUIPMENT.
2 THET
CON RACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEIED TO AVOID CONTACT. ON ACT: EXISTING UTILITIES SHALL
BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUI.H METHODS MAY INCLUDE BUT SHALL NOT BE
LIMITED TO SOFT DIG EQUIPMENT AND GROUND PENETRATING RADAR GPR . HE EXCAVATOR SHALL BE HELD` IA F ••`" '�•
C ) LIABLE 0 R
DAMAGES CAUSED TO THE CITY S JEA S INFRASTRUCTURE AND THE EXISTING FA ILITIES OF OTHER UTILITYCOMPANIES.
. 4
) T H
3
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VOID ALL UTILITIES OTHER STRUCTURES AN -
OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND" SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTORS FAILURE TO=_
COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. NA
•.•
DESIGNER:
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DRAWN BY:
DS
DATE:
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CHECKED BY: RK PHILLIPS
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1 IN 'ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES 'OCCU ING IN TL -IF- V —
E DU AL COUNTY RIGHT OF .WAY AND
EASEMENTS THE CONTRACTOR P
COR SHALL PREVENT DAMAGES TO EXISTING UTILITIES:, CAUSED BY I
' H S WORK THROUGH FIELD
VERIFICATION OF THET
LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF EN EXCAVATION, VERIFICATION MAY. BE
PERFORMED 'DURING THECONTRACTORS CON RAC.. ORS WORK. IN THE CASE OF DIRECTIONAL BILLING, VERIFICATION SHALL TAKE- PLACE. PRIOR
TO MOBILIZATION OF THE DRILLING EQUIPMENT.
2 THET
CON RACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEIED TO AVOID CONTACT. ON ACT: EXISTING UTILITIES SHALL
BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUI.H METHODS MAY INCLUDE BUT SHALL NOT BE
LIMITED TO SOFT DIG EQUIPMENT AND GROUND PENETRATING RADAR GPR . HE EXCAVATOR SHALL BE HELD` IA F ••`" '�•
C ) LIABLE 0 R
DAMAGES CAUSED TO THE CITY S JEA S INFRASTRUCTURE AND THE EXISTING FA ILITIES OF OTHER UTILITYCOMPANIES.
. 4
) T H
3
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VOID ALL UTILITIES OTHER STRUCTURES AN -
OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND" SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTORS FAILURE TO=_
COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. NA
•.•
DESIGNER:
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DRAWN BY:
DS
DATE:
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CHECKED BY: RK PHILLIPS
DATE:
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1 IN 'ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES 'OCCU ING IN TL -IF- V —
E DU AL COUNTY RIGHT OF .WAY AND
EASEMENTS THE CONTRACTOR P
COR SHALL PREVENT DAMAGES TO EXISTING UTILITIES:, CAUSED BY I
' H S WORK THROUGH FIELD
VERIFICATION OF THET
LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF EN EXCAVATION, VERIFICATION MAY. BE
PERFORMED 'DURING THECONTRACTORS CON RAC.. ORS WORK. IN THE CASE OF DIRECTIONAL BILLING, VERIFICATION SHALL TAKE- PLACE. PRIOR
TO MOBILIZATION OF THE DRILLING EQUIPMENT.
2 THET
CON RACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEIED TO AVOID CONTACT. ON ACT: EXISTING UTILITIES SHALL
BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUI.H METHODS MAY INCLUDE BUT SHALL NOT BE
LIMITED TO SOFT DIG EQUIPMENT AND GROUND PENETRATING RADAR GPR . HE EXCAVATOR SHALL BE HELD` IA F ••`" '�•
C ) LIABLE 0 R
DAMAGES CAUSED TO THE CITY S JEA S INFRASTRUCTURE AND THE EXISTING FA ILITIES OF OTHER UTILITYCOMPANIES.
. 4
) T H
3
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VOID ALL UTILITIES OTHER STRUCTURES AN -
OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND" SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTORS FAILURE TO=_
COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. NA
•.•
DESIGNER:
RK PHILLIPS
DRAWN BY:
DS
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
DATE:
ffLi
.DATE --
JULY 2017
SCALE:
1'"=10'
PROJECT No.
200-17
NUMBER SHEETS
5
PAGE NUMBER
...rv=5.v:}.. adA ;W
PROPOSED PARKING 1 AREA: 3758 SE
PERVIOUS BRICK AVERS - 50% REDUCTION
PARKING AREA: 1
NET IMPERVIOUSAR EA 879 SE
NET TOTAL FOR STORM WATER
—
MANAGEMENT SYSTEM: 1879 1290 589 SE
14if`1/llnujH
TOTAL LOT AREA: 5278 SE ,.gin' °'•��
Retention stormwatarcalc2 $13/2019 `:� . . . .,
PERCENT IMPERVIOU: :., 35.47%
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DB
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Required Treatment Volume _
365` It,
Supplied Treatment Volume :
478 ft3
SITE DATA
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IN (REMOVED) EXISTUBG BUILD GS ED)
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190 SE
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PROPOSED PARKING 1 AREA: 3758 SE
PERVIOUS BRICK AVERS - 50% REDUCTION
PARKING AREA: 1
NET IMPERVIOUSAR EA 879 SE
NET TOTAL FOR STORM WATER
—
MANAGEMENT SYSTEM: 1879 1290 589 SE
14if`1/llnujH
TOTAL LOT AREA: 5278 SE ,.gin' °'•��
Retention stormwatarcalc2 $13/2019 `:� . . . .,
PERCENT IMPERVIOU: :., 35.47%
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DESIGNER:
RK PHILLIPS
DRAWN BY:
DB
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
DATE:
JULY 2017
DATE:
JULY 20'17
SCALE:
1"=10'
PROJECT No.
200-17
NUMBER SHEETS
5
PAGE NUMBER
QTY, COMMON NAME
- BOTANICAL NAME
line to form a uniform layer. All uneven edges shall be squarely
/ILL I RCF -0 P%rRC 1 V CC r-V�71 1- IV 1 T
1 V CV VCI•C1 t�HLL 1'[Cl7/1r'CLJLCaJ VF 1I"IC JL.JrC
r 1 n VR IV V VV 1 n
V C VV V 11 fl V
NATIVE
TREES (Trees 75% Native)
trimmed to allow close and firm fitting of each piece.
THEY ARE PLANTED. WATER RINGS ARE TO BE CONSTRUCTED AT RIGHT
ANGLES TO THE TREE OR
to installation.
4
' h
23. After sodden is -coin ' leted, the entire sod areas. shall be
P
SHRUB OR IN A MANNER IN
S WHICH THEY WILL MOST EFFECTIVELY SERVE
THE PURPOSE OFRETAININGg
EXISTING
RELOCATED
watered b hand or irrigation system each da for two weeks.
Y g Y
WATER AT THE BASE OF THE PLANT.
and approval, prior
ALL LANDSCAPE IRRIGATION SHALL BE LIMITED TO ONLY
VARIOUS
with Sodded areas shall then be 'top dressed with a commercial fertilizer
0
5 'LIVE OAK
QUERCUS VIRGINIANA
r f
as directed herein at the rate of 12 pounds per 1000 square feet e o
THE ROOTBALL OF THE TREE SHOULD BE POSITIONED IN THE HOLE SO
NATIVE
4 PODOCAPUS YEW,
PODOCAPUS MACROPHYLLIS
area in an evenly broad case pattern.
THAT THE FINISH GRADE OF THE BACKFILL SOIL AND LANDSCAPE SOIL
FL #1
NATIVE
SHRUBS (Shrubs 100% Native)
24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining
IS 2" LOWER THAN THE TOP OF THE ROOTBALL. MULCH SHOULD COVER
1. TOTAL PUBLIC VEHICULAR USE AREA VUA 375 S.F.
(VUA) 80
B. PERIMETER LANDSCAPING ADJACENT T THE STREET C.
ry
P RIMETER LANDSCAPING
all plant material on site during and before planting, until the
THE EDGE OF THE ROOTBALL D NOT MULCH ON TOP F ROOTBALL.
O O CH O O
�
3 gal. 36" o.h., 24" sprd.
FL #14o.c.
work in accepted by the LANDSCAPE ARCHITECT and or owner.
p
0 LIGUSTRUM
LIGUSTRUM JAPONICUM
ONE TREE LOCATED WITHIN
3al. 24"s rd, o.h.
gp
25: All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to
or impacts. Shrub risers shall be minimum 2.5 from eop and
IS NOT AUTHORIZED.
be healthy plants and in flourishing condition of active growth for
LANDSCAPE IRRIGATION SCHEDULES
F. OF DISTANCE VUA IS
GROUNDCOVER (Groundcover
100% Native)
• n All trees
ninety (90) days from final inspection and acceptance.
J
all heads minimum 1' from buildings.
0 COONTIE
shall be guaranteed an additional one— year from final inspection
DURING DAYLIGHT SAVINGS TIME, IRRIGATION FOR
1 gal., full
FL #1-24" o.c.
NATIVE
47 FLORIDA GAMA GRASS
COMMERCIAL PROPERTY SHALL ONLY OCCUR ON
ALL AUTOMATIC IRRIGATION SYSTEMS' SHALL BE INSTALL,
1a1. full
1gal.,
FL #1-30" o.c.
and acceptance,
TUESDAY AND FRIDAY BETWEEN THE HOURS OF 4:OOPM
Bahia
M�c
contractor to verify quantity (8,000+,)-)
26, The LANDSCAPE ARCHITECT, owner or owners representative shall
AND 10:00AM
PA Y P
SPACES TERMINATED B LANDSCAPE ISLAND)
MINIMUM 5 FEET
( )
2 TREES REQUIRED
0 ED / 3
have the right to reject any and all work which in his opinion does
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service side -of the meter and immediately adjacent to the
on .the se Y J
not meet with the requirements of the specifications at any stage
DURING EASTERN STANDARD TIME, IRRIGATION FOR
560 S.F. REQUIRED 653 S.F. PROVIDED
/
of the project operation.
COMMERCIAL: PROPERTIES SHALL OCCUR ONLY ON
water meter. `
ADEQUATE RAINFALL HAS OCCURRED.
27, In general, the work shall proceed as rapidly as the site
TUESDAY BETWEEN THE HOURS OF 4:OOPM AND
WEST PROPERT E
— 43
;
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becomes available. Keep all areas of work clean, neat, and orderly
10:OOAM
a e plan is approved b ,thee:. governmental 33. After the landsc _,
p p pp y g
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3. AT LEAST 25% OF REQUIRED .`:LANDSCAPE AREA TO BE COVERED
at all times.
ALL IRRIGATON IS LIMITED TO ONLY THAT NECESSARY
TREES PROVIDED-
.. ,. .
28. Therewill be special care to all existing trees to be
FOR EFFICIENT UTILIZATION. NO MORE THAN 0.75" OF
WITH SHRUBS AND GROUNDCOVER
560 L.F. x .25 = 140 L: F. @ 3 O:C:
retained on site to avoid construction damage.
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WATER MAYIBE
BE APPLIED PER IRRIGATION ZONE ON
: * _
for review and approval.
.
15
29. If an automatic irrigation system is to be provided in lieu of
EACH DAY TPAT IRRIGATION OCCURS AND .IN NO EVENT
SHRUBS REQUIRED 6 SHRUBS
Q / 2 BS PROVIDED
;SOUTH PROPERTY
T LINE
' ,
—75's
h fh I h d f th out nd
SHALL IRRIGATION OCCUR FOR MORE THAN ONE HOUR
QTY, COMMON NAME
- BOTANICAL NAME
PER IRRIGATION ZONE.
SIZE
NOTE
NATIVE
TREES (Trees 75% Native)
V)
JULY 2017
to installation.
4
0 ' SABLE PALM
SABAL PALMETTO
EXISTING
RELOCATED
NATIVE
-
and approval, prior
ALL LANDSCAPE IRRIGATION SHALL BE LIMITED TO ONLY
VARIOUS
TREE
0
5 'LIVE OAK
QUERCUS VIRGINIANA
10' HT, 2" Cal. trnk.'
FL #1
NATIVE
4 PODOCAPUS YEW,
PODOCAPUS MACROPHYLLIS
8'HT., MIN. 3 TRKS,
FL #1
NATIVE
SHRUBS (Shrubs 100% Native)
all planting areas with all o u heads in lawn area.
coverage to p g pop P
31. Irrigation station shall be set where there will be no mixing
WHERE RECLAIMED WATER IS AVAILABLE `THE USE OF
1. TOTAL PUBLIC VEHICULAR USE AREA VUA 375 S.F.
(VUA) 80
B. PERIMETER LANDSCAPING ADJACENT T THE STREET C.
ry
P RIMETER LANDSCAPING
26 ANISE
ILLICIUM FLORIDANUM
�
3 gal. 36" o.h., 24" sprd.
FL #14o.c.
NATIVE
0 LIGUSTRUM
LIGUSTRUM JAPONICUM
ONE TREE LOCATED WITHIN
3al. 24"s rd, o.h.
gp
FL #1-3 o c.
or impacts. Shrub risers shall be minimum 2.5 from eop and
IS NOT AUTHORIZED.
_COMMERCE
3758 x 10� 376 S.F. REQUIRED 1...20 S.F.SPROVIDED
/ 5
TR S I
E S EET'LE SDR DRIVEWAY 56 LF
F. OF DISTANCE VUA IS
GROUNDCOVER (Groundcover
100% Native)
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all heads minimum 1' from buildings.
0 COONTIE
ZAMIA FLORIDANA (BROADLEAF FORM)
E2
1 gal., full
FL #1-24" o.c.
NATIVE
47 FLORIDA GAMA GRASS
TRIPSACUM FLORIDANA
ALL AUTOMATIC IRRIGATION SYSTEMS' SHALL BE INSTALL,
1a1. full
1gal.,
FL #1-30" o.c.
NATIVE
BAHIA SOD
Bahia
M�c
contractor to verify quantity (8,000+,)-)
FL #1
OPERATE AND MAINTAIN A RAIN I R
0 E SENSOR DEVICE 0
hose bibs as s own on e p an, a s op rowing o e ay a
' submitted to the governmental agency, for review
design.. -must be g
PER IRRIGATION ZONE.
DB
DATE:
00
CHECKED BY: RK PHILLIPS
V)
JULY 2017
to installation.
4
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LANDSCAPE REQUIREMENTS
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and approval, prior
ALL LANDSCAPE IRRIGATION SHALL BE LIMITED TO ONLY
0
30. Irrigation system shall be fully automatic, providing 100
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THAT NEED TO MEET LANDSCAPE NEEDS.
A. INTERIOR LANDSCAPING
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all planting areas with all o u heads in lawn area.
coverage to p g pop P
31. Irrigation station shall be set where there will be no mixing
WHERE RECLAIMED WATER IS AVAILABLE `THE USE OF
1. TOTAL PUBLIC VEHICULAR USE AREA VUA 375 S.F.
(VUA) 80
B. PERIMETER LANDSCAPING ADJACENT T THE STREET C.
ry
P RIMETER LANDSCAPING
ADJACENT ABUTTING
PROPERTIES
d
of shrub and lawn areas fixed spray heads with gear driven heads
PRIVATE IRRIGATION WELLS FOR LANDSCAPE IRRIGATION
TOTAL PUBLIC INTERIOR LANDSCAPE REQUIRED
ONE TREE LOCATED WITHIN
25 OF VUA AND
EVERY 50
or impacts. Shrub risers shall be minimum 2.5 from eop and
IS NOT AUTHORIZED.
_COMMERCE
3758 x 10� 376 S.F. REQUIRED 1...20 S.F.SPROVIDED
/ 5
TR S I
E S EET'LE SDR DRIVEWAY 56 LF
F. OF DISTANCE VUA IS
ABUTTING ADJACENT
PROPERTY
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all heads minimum 1' from buildings.
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A double check backflow prevention ora roved e ual equal
32 d p ( pp equal); q
ALL AUTOMATIC IRRIGATION SYSTEMS' SHALL BE INSTALL,
2. ONE TREE/4,000 S.F. OF VUA (EACH ROW OF PARKING
1.I TEN. S.F.S. F: FOR. EVERY L.F..F. OF VUA TR
L STREET FRONTAGE
EAST PROPERTY LIN E
— 100
m
M�c
„
— rectangular valve box 12 x 10
0 to be mounted. in a rectan u a a
to a DCA _ 10 g ( )
OPERATE AND MAINTAIN A RAIN I R
0 E SENSOR DEVICE 0
PA Y P
SPACES TERMINATED B LANDSCAPE ISLAND)
MINIMUM 5 FEET
( )
2 TREES REQUIRED
0 ED / 3
TREES PROVIDED
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service side -of the meter and immediately adjacent to the
on .the se Y J
SWITCH THAT OVERRIDES THE IRRIGATION SYSTEM WHEN
1 TREES REQUIRED / 9 TREES PROVIDED
560 S.F. REQUIRED 653 S.F. PROVIDED
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water meter. `
ADEQUATE RAINFALL HAS OCCURRED.
2. A DURABLE OPAQUE SCREEN ALONG AT
0 LEAST 75�
WEST PROPERT E
— 43
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••
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a e plan is approved b ,thee:. governmental 33. After the landsc _,
p p pp y g
IR
3. AT LEAST 25% OF REQUIRED .`:LANDSCAPE AREA TO BE COVERED
OF STREET_R.O:W. EXCLUDING' DRIVEWAY.
__�Y__Ll
1 TREES REQUIRED / 2 �;,
TREES PROVIDED-
.. ,. .
agency an subsequent changes must be resubmitted
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WITH SHRUBS AND GROUNDCOVER
560 L.F. x .25 = 140 L: F. @ 3 O:C:
: * _
for review and approval.
.
15
Q
376 x 25� = 94 S.F.23
SHRUBS REQUIRED 6 SHRUBS
Q / 2 BS PROVIDED
;SOUTH PROPERTY
T LINE
' ,
—75's
�r
OF
-_
'
34. Shade trees shall be planted minimum 4 from EOP and
P
94 S.F. REQUIRED 653 S.F. PROVIDED
3, ONE TREE FOR EVERY 25 L.F. NO MORE THAN .:APA
( 50 RT)
T
2 BEES REQUIRED 2
/
TREES PROVIDED
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from OHE.
OF VUA STREET FRONT
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2 TREES REQUIRED / 2 PROVIDED
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DESIGNER:
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DRAWN BY:
DB
DATE:
JULY 2017
CHECKED BY: RK PHILLIPS
DATE:
JULY 2017
DATE:
JULY 2017
SCALE.
1 "=10'
PROJECT No.
200-17
NUMBER SHEETS
5
PAGE NUMBER