630 STURDIVANT AVE - PAVER, LANDSCAPE & TREE DRAWINGS MAP SHOWING SURVEY OF
THE EAST 25 FEET OF LOT 774 AND ALL OF LOT 775, PLAT OF
SECTION NO. 1 SAL TAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
RADIUS=140.00'
ARC LENGTH=58. 74'
CHORD DISTANCE= 58.Jl '
DELTA=24002'16"
SITE BENCHMARK.- NAIL AND
DISK FOUND IN THE NORTHERLY
EDGE OF PA VEMEN T OF
STURDIVANT STREET
1.) ZO ELEVATION= 9.50 (N.G.VD.
SCALE: 1" 20' 1929)
9.67 .9.66
x
.9.83 9.56 9.54
10 (fi 0��( FOUND 112-IRON
V,\GNO P1% NO ID
x 10.01 .73 s?,
.09 X10.07 9.88
RADIUS= f 00.00' 1 ax
ARC LEN 37 TH=31.Jl 10,08
10.12
CHORD X10.0
10.1XI0.2
DISTANCE =Jl. 18' Lli <
10.51 X10.0
DEL TA 1, *56'19"
10-43 LOT 776
FOUND 112-
PIPE, LB 3848 Q11 V)
LOT 775 0
I uj
---:�M�00 xjo�3
RAD'USwl0O Q z
GO cr
X10.1
0
LOT 774 11.0 LO
LES5 & EXCEPT EAST 25
1%09�9
THr EAST 25' FEE T OF
Or' LOT 774 LOT 774
:Nq I
qc�l FOUND 112-IRON
FOUND 112-IR SET 112'IRON PIPE, NO ID
100,) PIPE, NO ID 9w 11.0 �(25') ::10*5 (50')PIPE, NO ID .9.9
- . I 4� r*l 0 N ll-�' �0 (25') 101
(25' 40 2 BOLLARDS ftj g,6 (25') 225.00'
11.5 10-�9-9
--6W'TW�060-DFEN�E 0.7'1 S TOR
1 STORY
50.00 CONCRE
LOT 759 'K CONCRETE BLOCK 49.9J(FIELD) BLOCK BUILDING LOT 763
& FRAME BUILDING No. 625
'K No. 645
LOT 760 LOT 761 LOT 762
NO TES.
1. THIS IS A TOPOGRAPHIC SURVEY
2. NO BUILDING RESTRICTION LINES AS PER PLAT
J. INTERIOR ANGLES PER FIELD SURVEY
4. NORTH PROTRACTED FROM PLAT
5. BENCHMARK USED IS A MAG NAIL AND DISK No. L83672 SET
IN THE NORTH SIDE OF A WOOD U77LITY POLE, LOCATED IN THE
NORTH RIGHT OF WAY OF ATLAN77C BOULEVARD, JO'�± WEST OF
THE CENTERLIVE OF PINE STREET. ELEVATION=11.08 (N.G.VD.
1929)
6. S17E BENC-IMARK AS SHOW ON SURVEY
THIS SUR VE Y WA S MA DE FOR THE BENEFf T OF
STURDIVANT HOLDINGS, LLC
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" (AREA CUTSIDE THE 0.2Z ANNUAL CHANCE
FLOODPLAIN� AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INtSURANCE RATE MAP NUMBER
120JlC0409H, REVISED JUNE J, 2013 FOR DUVAL
COUNTY, FLORIDA.
"NOT VAUD WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT.- --P.'s.m.-
ORGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR'.and,MAPPER No. LS 3295
I(
SURVEYOR AND MAPPER." ADDED TOPOGRAPHY- JULY 24, 2017 FLORIDA LIC. SURVEYING &-MAP�Wd BUSINESS No. LB 3672
CHECKED B)". BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY.- - CL DECEMBER 9, 2016
FILE: 2017-1015 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
REF 2016-1455
r W,
V)
z
0
V)
CON STRU CTI ON P L A N S F 0 R
_j
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SrrURDIVANIF SIFREErr
Ld
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PARKINC) 1IMPROVE
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MEN7FS
LOrr 775 & 17 rrURIDIVANIF ST
OPEN
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a Ic
INDEX OF DRAWINGS C E
-C -
1D-CON
JACK,�<NVILLE )w'.22
10 ATLANTIC BEACH PC .6 1 cs
SHEET NO. DRAWING NAME 99 =C EM; V00
a w
1 PROJECTCOVERSHEET NEPTUNE BEACH 9 wz a 0.
I w w) J
AlA I% If"
2 TOPO SURVEY EROSION CONTROL PLAN JACKSONVILLE BEACH I L
3 GEOMETRY SITE PLAN
4 DRAINAGE PLAN
................ ..........
........ POINTE VEDRA BEACH
.. . .........................
................... ... I
.........................
.....................
5 LANDSCAPING
....................
..........
............... .. ....
................
CHIPLEY
TALLAHASSEE
...... ......... ...
................... z
..........-............
..........................
JACKS VILLE
PENSACOLA
.... LAKE CITY
...... PANAMA CITY
0 17
..........
............... ......
.......................
........... -ST AUGUSTINE
...........
GAINESVILLE L 0
............. .... ....
............. . . ....
........... ...... IME I
...... .... NJ
.......................
............
.......... PROJECT
............. ..........................
...............
..........
Uj
................. DAYTONA-BEACH
...............
OCALA 0
............... ........................
........... ......... ......
........ ... ..........I........
LOCATION >M
................. DELAND 06
::J:O,.: 'soa-wU*0
'K I *.......... .-� ��A-* At�antic Beach
.......................
95 ATLANTIC BLVD
1:.:L,: ORLANDO
.................
...........................
Neptune Beach
W
z
BEACH BLVD
3 1 ..........
JacksonviRe Beach TA
A
................
..........
....... BARTOW
LIC UTILITIES
PU
. ............
..........
...... J. TURNER BUTLER BLVD, FT. PIERCE
R
JAPP OVED
DENIED z
0
. . . SARASOTA
0
NOT APPLICA19 E TO DEPT
................
BOAwin n j
........... WEST PALM BEACH
LAKE
OKEECHOBE rn
r k Ponte Vedra Beach
............
..........
. .............
9
0 FT. LAUDERDALE
..................
..................
. ...........
MIAMI
RECEIVED DESIGNER: RK PHILLIPS
DRAVM BY: DIS
LOCATION MAP DATE: JULY 2017
AUG 2 2 2017 CHECKED BY: RK PHILLIPS
DATE: JULY 2017
KEY WEST
Building Department DATE:
MY of Atfanfic Beach, FIL JULY 2017
SCALE:
NO SCALE
PROJECT No.
VIC11NITY MAP
Y.- PH/,""!A% 200-17
N"
NUMBER SHEETS
.p
j 0::* 5
s-
PAGE NUMBER
of
IM4
CONSTRUCTION DETAILS FOR SILT FENCES
(D-909) N.T.S.
Silt Fence Construction Specifications:
V)
The height of a silt fence shall not exceed 36 inches. Storage height shall Z
never exceed 18". The fence line shall follow the contour as closely as 0
p 'ble. If possible, the filter fabric shall be cut from a continuous roll to L/)
ossi >
avoid the use of When joints are necessary, filter cloth shall be LU
spliced only at c i support post, with a minimum 6-inch overlap and both
ends securely fastened to the post.
Post shall be spaced a maximum of 10 fee apart and driven securely into
the ground (minimum of 12 inches). When extra strength fabric is used
without the wire support fence, post spacing shall not exceed 6 feet. Turn
the ends of the fence uphill. MAP SHOWING SURVEY OF _J
0
A trench shall be excavated approximately 4 inches wide and 6 inches deep THE EAST 25 FEET OF LOT 774 AND ALL OF LOT 775, PLAT OF M
M
along the line of posts and up slope from the barrier. SECTION NO. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8 OF >_
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 0
When stcndc rd-strength filter fabric is used, a wire mesh support fence shall Ld
be fastened securely to the up slope side of the posts using heavy duty wire
stables at least 1 inch long, tie wires or hog rings. The wire shall extend
into the trench a minimum of 2 inches and shall not extend more than 36
inches above the original ground surface. >_
The standard-strength filter fabric shall be stapled or wired to the fence, and RADIUS-1 40.00 N
6 inches of the fabric shall extend in the trench. The fabric shall not extend ARC LENGTH-58.74' Z
more than 36 inches above the original ground surface. Filter fabric shall
not be stapled to existing trees. CHORD DISTANCE= 58.31
When extrc-strength filter fabric and closer post spacing are used, the wire DELTA-24*02'16" SITE BENCHMARK: NAIL AND
mesh support fence may be eliminated. In such a case, the filter fabric is DISK FOUND IN THE NORTHERLY
stapled or wired directly to the posts. EDGE OF PAVEMENT OF
STURDIVANT STREET.
The trench shall be bcckfilled and the soil compacted over the toe of the 0 10 20 40 ELEVATION= 9.50 (N.G.V.D.
filter fabric. 11— 1929)
SCALE: 1 20'
at the toe of a slope shall be set at least 6 feet from X
Silt fences placed *PON
the toe in order to increase poncling volume. X 9.B3 9.54 pow
PON
Silt fences shall be removed when they have served their useful purpose, but
not before the upslope area has been permanently stabilized, and any
FOUND1/2' IRON
sediment stored behind the silt fence has been removed. 9.1-5 PIPE NO ID C4
A,
CM4
Inspection and Maintenance: a
Silt fences and filter barriers shall be inspected weekly and after each C .0
significant storm (1 11 in 24hr.). Any required repairs shall be made 12 Ic
16"CPALM a 0
immediately. Sediment shall be removed when it reaches ' height of the C
RADIUS=1 00-00' C
fence or 9 inches maximum. The removed sediment shall vegetated or a
otherwise stabilized. ARC LENGTH-31 .31 4 PA M a
1 P 0 0
CHORD
1. SET POSTS AND 2. STAPLE WIRE C�ALM > PC
LI-i < a A.2 %
FENCING TO THE DISTANCE =31 .18 " 'CR 00
EXCAVATE A 4"X4" POSTS. ID 14 'PALM
TRENCH UPSLOPE R�r� DELTA=17*56'19" DAMAGED LAURAL OAK I a IL
ALONG THE LINE OF MR /0 (D U)Z -1
3 LOT 776 %M L6
POSTS TO BE REMOVED
L
HE
Cn
A ........ 11111 FPM 711-*,>- FOUND 1/2" A *1 PALM CD
PIPE, LB 3848
7�_ '00. L 775
11 PALM
E 25 X 0.3
4 F F *�� I
A .3
LJ X10
LOT 774
oo n Lon
STORY 1 STORY I
FRAME
LOT 774 RAME
LESS & EXCEPT 1 1 "CPAL RESIDENCE Z
98 F ESIDENCE
THE EAST 25' �0.9 1 640 30
OF LOT 774 >01.0 Z
1"C DALM 0
4. BACKFILL AND 1 1"--PALM 90 __J FO IND 1/2" IRON
COMPACT THE IRO PA& SET 1/2' IRON P1 U NO ID low
FOUND 1/2' PE
EXCAVATED SOIL. (100,) PIPE, NO ID �A,o (25' �M (50') _PIPE, NO ID 14
3. ATTACH THE FILTER �0_964 3S (25') 0
FABRIC TO (25') 02- 7( 0.
BOLLAR 225.00
6' WOOD FENCE Al.
THE WIRE FENCE AND C)
INTO Pft U. Z
EXTEND IT 50.00'
THE TRENCH, CONCR E BL I CK BUILDIN LOT 763 UJ 11% 0
LOT 759 49.93'(FIELD)
FRA BU L
No. 645 1 No, 125
LOT 760 LOT 761 LOT 762
....... ............
INSTALL TEMP. SILT FENCING
t Z
...... .....
EXISTING C. PALMS TO BE AROUND ENTIRE PERIMETER.
RELOCATED. SEE LANDSCAPE PLAN
LU
NOTES:
EXTENSION OF 1. THIS IS A TOPOGRAPHIC SURVEY.
FABRIC AND WIRE 2. NO BUILDING RESTRICTION LINES AS PER PLAT. LU
INTO THE 3. INTERIOR ANGLES PER FIELD SURVEY. NOTE: WON
TRENCH. 4. NORTH PROTRACTED FROM PLAT. EXISTING BUILDING STRUCTURES HAVE BEEN
5. BENCHMARK USED IS A MAG NAIL AND DISK No. LB3672 SET REMOVED AND ARE ONLY SHOWN TO > >0
FILTER FABRIC IN THE NORTH SIDE OF A WOOD UTILITY POLE, LOCATED IN THE ESTABLISH PRE-CONSTRUCTION IMPERVIOUS
NORTH RIGHT OF WAY OF ATLANTIC BOULEVARD, 30'± WEST OF STORM WATER DETERMINATION. 0 UJ
THE CENTERLINE OF PINE STREET. ELEVATION=11.08 (N.G.V.D. 14 >
1929) 10 J
6. SITE BENCHMARK AS SHOWN ON SURVEY.
THIS SURVEY WAS MADE FOR THE BENEFIT OF
STURDIVANT HOLDINGS, LLC cc
1/2 1/2 THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
11 X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE RATE MAP NUMBER
--TREE DRIPLINE 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL DESIGNER: RK PHILLIPS
COUNTY, FLORIDA. DRAWN BY: DO
DONN W. BOATWRIGHT, P.S.M. DATE: JULY 2017
0 0 0 0 "NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 CHECKED BY: RK PHILLIPS
FENCE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
0 0 8'OC BARRIER FENCING SURVEYOR AND MAPPER." ADDED TOPOGRAPHY- JULY 24, 2017 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 JDATIE: JULY 2017 111
1 6' MIN. W/ WIRE TIES TO CHECKED BY: DATE: I
0 0 #5 REBAR POST. DRAWN BY- CL BOATWRIGHT LAND SURVEYORS, INC. -DECEMBER 9, 2016 DATE:
FILE: 2017-1015 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF JULY 2017
0 0 4)-6" REF: 2016-1455(KLW) SCALE-.
PROJECT No.
2'-0 200-17
NUMBER SHEETS
gw
#5 REBAR POST (TYP.)
PLAN VIEW 5
ELEVATION PAGE NUMBER
%
F
TREE BARRICADE APPROVAL: OBTAIN CITY APPROVAL OF TREE BARRICADES
BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT.
TREE PROTECTION FENCING DETAIL
z
0
Ln
9 6� x 9.66
x
#5 BARS WITH #3 6 PERVIOUS PAVERS 9.
HOOK TIES@36"OC GRAPHIC SCALE x 9.B�) 9.56
CONCRETE CURB
0 10 20 30
< I I
18
IN FEET
R 10.0 K Ljj
1 inch 10 ft. 9. 9
COMPACTED SUBSOIL
X 15.2
PROVIDE Rl -1 STOP SIGN +
4" COMPACTED GRAVEL 19.9 m
OR CRUSHED STONE
-7 r1i C�
0.09 X
x
E A 'D' E 'F7\' CURB DETAIL
R 10.0
N �T. S. R5.0 5' TRANSITION HEADER CURB
+
x
Poo
R5.0 +
4" COMPACTED GRAVEL pa C4
OR CRUSHED STONE PERVIOUS PAVERS 44
5.0' 70
LOT 776 Ic
—3.0, x a Ic
x no
C r6
10.2
CHEMICAL TOLET C JE
LOCATION
TO ELEVATION OF PAVER
X X 7 7 7 -All X
y
Q�
*C
EAST
=1 It
FEET 0
ko.A XA0.3
COMPACTED SUBSOIL LOT 77 >1,
TEMP CONST.
DUMSTER LOCATION
TRANSITION HEADER CURB DETAIL LOT 774 x A� .o
LESS & EXCEPT
N .T.S. THE EAST 25' z
OF LOT 774 11 0 5' TRANSITION HEADER CURB 2
-------------- CL >E
0.5 (50') 5.0 140
( 100') 024� 94> A� -O 5-0( 25' ) > X9.9 IU6 Cd
LLI
00
(2 5' ) L 2 5' ) (2 5') z
I,-) I I A-0�- _ 4 1 ad x
PERVIOUS PAVERS 7, �0-(X) 9.9 ui
cr_ 6' WOOD FENCE (j 2
4 r, 14 0
P, UA Lu
611CRUSHED STONE LOT 759 :1: LOT '763 13
COMPACTED IN 6" LIFTS TO MIN. C�_
2 ui
DENSITY OF 100% MOD. PROCTOR
MAX. DRY DENSITY 401.
12" STABILIZED SUB-BASE, MIN. LOT 760 LOT 761 LOT 762 > jz
LBR 40, COMPACTED TO 98% 0
MOD. PROCTOR MAX. DRY DENSITY
TYPICAL PAVEMENT SECTION
N.T.S.
cc
DESIGNER: RK PHILLIPS
DRAWN BY: DS
DATE: JULY 2017
EXISTING UTILITY PROTECTIQN : CHECKED BY: RK PHILLIPS
DATE- JULY 2017
1 ) IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURIANG IN THE DUVAL COUNTY RIGHT-OF-WAY AND DATE:
EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED BY HIS WORK THROUGH FIELD JULY 2017
VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN EXCAVATION, VERIFICATION MAY BE
PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL DPILLING, VERIFICATION SHALL TAKE PLACE PRIOR SCALE:
TO MOBILIZATION OF THE DRILLING EQUIPMENT. 1 1111=1011
PROJECT No.
2) THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDE TO AVOID CONTACT. EXISTING UTILITIES SHALL 200-17
BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCtl METHODS MAY INCLUDE BUT SHALL NOT BE
LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). T�E EXCAVATOR SHALL BE HELD LIABLE FOR Y, p NUMBER SHEETS
5
DAMAGES CAUSED TO THE CITY'S/JEA'S INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES.
PAGE NUMBER
3) IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND F
VOID ALL UTILITIES, OTHER STRUCTURES AND
of
OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE. ALL DAMAGE RESUETING FROM THE CONTRACTOR'S FAILURE TO
*. 11
COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S TPENSE.
lost%
Comp. By: RK Phillips,PE
Date: 8/3/2017
z
9.6� 9 0
x
Public Works Department
City of Atlantic 8 W- h
Permit No: 9.56 9.54
Address: GRAPHIC SCALE X 9.53
Reguired Storage Volume 0 1 1 0 2]0 30
Criteria: �A^l
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdavelopment volume of stormwawter runoff be _j
stored on she, Volume of Runoff is defined as follows: IN FEET 0
V=CAR/1 2 1 inch 10 ft. M
x
,\G
Where: V=Volume of Runoff 9.� 9
C=Coeff icient of Runoff 9
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Uj
F-
`�'I
Predevelopment Runoff Volume., 0
Lot Area(A) 5,218 ft2
STORMWATER POND >_
Runoff Coefficient Area Lot Area CONTROL SWALE M
Description (ft2l (ft) I.C., Wtd"C" (39 XA0. TOP EL: 10.1 6
Impervious 1P0 6,278 1.00 0.24 BOT EL: 9.8 6 4
Pervious 3,988 6t278 0.20 0.16 x 1 ' WIDE AT BOT. z
Runoff Coefficient(C) 0.40
Runoff Volume
V 0.40 It3 x 5,278 x 9.3 1 12
V 1,61S
Postdovelopment Runoff Volume: 0-) 1
Lot Area(A) = 6,278 ft2 ell
Runoff Coefficient Area Lot Area x
Description yt2� "C', Wtd"C',
-4
Impervious I's-M 5$278 1.00 0.36 0/61SA 36.00/6
Pervious 3,,199 SA70 0.20 0.13 10.
Runoff Coefficient(C) 0.4$
Runoff Volume
V= 0.48 x IN= x 9.3 1 12 C4
ft3 Q C4
V= 1,983 LOT 776
Required Stomas Volume x
DV= Postclevelopment Runoff Volume-Predevelopment Runoff Volume -C-0
0 a Ic
DV= 1,263 ft3 a 0
DV= 3.85 C
C
Ica
Q)
ST
EET 0
19 0 1 sm
x iin.! - lu
LOT 7-/
cc 7-4 a U-j
Retention stormwatercalc2 8/3/2017 L IL -
LOT 774
LESS & EXCEPT x
STORMWATER POND
111HE -EAST 25' ().9 2.0
OF' LOT 774 11 .0
4,0
comp. By: RK Phillip% PE� 14
Date: 8,13/2017
Public Works Department (50') 0
City of AtiaWc Beach (100') X L X 9.9 IL to
Permit No: (25) 2 5') -00 2 5') U. z
Address: L11 I*ft 4
9.9 NJ
Provided StoLage: 6' WOOD FENCE
Elevation Area Storage
(ft) (fe)
0.4 166 0 BOTTOM Wn LOT 763
104 3" 196 TOB aim LOT 759
Elevation Area Storage Q_ Lij
M z
(ft) (ft) (fe) INNS
0.0 0 0 B0170M
6.0 0 0 TOB
Elevation Area Storage LOT 760 LOT 761 LOT 762
01) (fe) (ft,) 01M
co 0 a BOTTOM
e 0 TOB > NJ z
InWound st*r*9a=A*d*pf 11111C
A=Area= 236.0 In j
d.depth to ESHWT= 3.5
pf=pore factor= 0.3 1.
Inground Storage= 352;8 ft
Required Treatment Volume= 366 ft 3
Supplied Treatment Volume= 4,70 ft 3
-SITE DATA DESIGNER: RK PHILLIPS
DRAWN BY. DB
EXISTUBG BUILDINGS: (REMOVED) 1290 SF DATE- JULY 2017
CHECKED BY: RK PHILLIPS
-DATE: JULY 2017
PROPOSED PARKING AREA: 3758 SF
PERVIOUS BRICK PAVERS - 50% REDUCTION DATE:
JULY 2017
NET IMPERVIOUS PARKING AREA: 1879 SF SCALE:
NET TOTAL FOR STORMWATER I 1111=1 ON
MANAGEMENT SYSTEM : 1879- 1290 589 SF PROJECT No.
200-17
TOTAL LOT AREA: 5278 SF K. NUMBER SHEETS
Retention stormwater calc2 8)3/2017 5
PERCENT IMPERVIOUS: 35. 47% PAGE NUMBER
N
-0
A
PLANTING NOTES O.C. SPACING 1/2 O.C.
'01 SPACING
.40 M
0 (MIN.6")
1 . The LANDSCAPE CONTRACTOR is responsible for verifying project 0
site conditions and all quantities indicated on these plans, before M
0
0
Z
2. All plant material shall be Florida Grade No. I or better M 0
nursery grown in accordance to Florida Grades and Standards
La
3. Plants shall be sound, healthy and vigorous, well branched and cl�
densely foliated when in leaf. They shall be free of disease, 3" M LICH PULLMULCH
insects, eggs or larvae and shall have healthy, well developed root PREPARED T PSOIL FROM TRUNK GRAPHIC SCALE
systems. They shall befree from physical damage or adverse AND/OR SUITABLE EXIS I G SOIL 0 10 20 30 7 FL GAMA GRASS
conditions that would prevent thriving growth.
4. All plants must be container grown or B&B as indicated 60
in the plant list.
LIVE OAK
5. All plants shall conform to the varieties indicated in the IN FEET 0
1 inch 10 ft.
" \�
6. Substitution of plant materials will not be permitted unless
If proof is
authorized in writing by the LANDSCAPE ARCHITECT.
submitted that any plant specified in not obtainable, a proposal
will be considered for use of the nearest equivalent size or <
variety with corresponding adjustment of contract price.
6' LIVE OAK
7. Plant material locations and bed outlines shall be staked or =TI E=-I --.Q- 0 0 >_
flagged on site by the CONTRACTOR and shall be adjusted if required MIN. M
to fit actual as-built conditions on site and approved by the owner
or owners representative. SHRUB PLAWING DEMIL 9- FL GAMA GRASS Cd Ji 4 r1i C4 C5
Z
8. All proposed tree planting locations shall be staked or flagged
before installation by the LANDSCAPE ARCHITECT and approved by the ALL SHRUBS ARE TO BE POSITIONED VERTICALLY R GARDLESS
owner or owners representative. OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PLANTED.
9. The CONTRACTOR shall excavate plant pits, according to the WATER RINGS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO
drawings, unless otherwise directed. THE TREE OR SHRUB OR IN A MANNER IN WHICH TH EY WILL MOST
10. All container grown rootballs shall be carefully scoured EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE 0 M M
before setting in plant pits. BASE OF THE PLANT. EXISTIN PALM CLUSTER TO REMAIN
11. All backfill around plant material shall be worked firmly, 0
tamped and watered in under and around the rootbcll to fill all
voids. 0
I
12. LANDSCAPE CONTRACTOR shall bear final responsibility for 19 ANISE, 3' O.C. 0 LIVE OAK
proper surface drainage of planted areas. Any discrepancy in the
drawings, obstruction on the site, or prior to work done by any 01 0 0 0
other party, which the CONTRACTOR feels precludes establishing pa
proper drainage shall be brought to the attention of the LANDSCAPE 0 C4
LOT 776 C4
ARCHITECT for correction or relief of said responsibility. 31 FL GAMA GRASS 0
13. Planting beds shall be cut or edged to form a uniform clean
0
line between beds and lawn areas. 4f a Ic
14. After all plant material in a plant bed area has been
0 CM
installed and approved, the areas between plants shall be raked to C
an even grade to conform to premulching finish grades. All to g
planting beds and plant saucers shall then be uniformly covered ct 0 so
with a minimum three inch layer of #2 grade or better RED cypress LIVE OAK
PODOCARPUS YEW
mulch. PC
15. All planting bed areas with acceptable topsoil shall be top
09 C
9 W
dressed with 50% organic 6-6-6 commercial fertilizer at a rate of 14 IL
nine pounds per 1000 square feet and tilled to a minimum depth of W 0
3" MULCH (pine straw) 09 a
three inches. SET TREE SO THE TOP OF ROOTBALL IL
16. Plant material bcckfill mixture shall be thoroughly mixed in ARBORGUY PRO 40 (UP TO 4" CAL.) IS 2" ABOVE SURROUNDING GRADE
the following preparations: AND ARBORGUY PRO 60 (UP TO 6" CAL.)
INSTALLED PER MANUFACTURER'S SPECS. PREPARED TOPSOIL LOT 774
50% existing clean topsoil 113 topsoil (OR EQUAL 0
50% soil mix 1 /3 peat 3" DISH AROUND LOOSEN SOIL AT BOTTOM OF PIT LESS &_ EXCEPT cn
113 cow manure <
17. The LANDSCAPE CONTRACTOR is responsible for all fine grading THE EAST 25'
EXST'G GRADE 0 M Z
preparation for planting. OF LOT774
18. Rough grades will be established by the owners general
M 1115,��Tlr= I
contractor at approximately 3 inches below curbs, sidewalks, I =1 I 1=1 I 1=1 < J
_�:l I E�I I I=- I 1=1 I I =1 I FE1 I IEEI I I I 1=1 I I-El I I- III M
hardsccpe amenities, mowing strips and abutments.
P�l I 1=1 I I=1 I El I 1= 1=1 I F-El I I
19. CONTRACTOR shall coordinate construction of planting areas I IE-_1 I IE=l I IE=El I �=H_l I
with installation of irrigation system. 1=1 I 1=1 I ��J I I=1 I BAHIA SOD 50' BAHIA SOD
1IEIIIEIIIEEIII___ -111=111=111= (100 ) (2 5 ) too
20. Where seeding may be required on the plans, germination rate 1=1 I El I IEEI [7711 1=1 I 1=1 I I
Z
shall be the maximum percentage required for the variety specified - - - - - - - - - - -
7-- 00
lication specified. ( 2 5) (25 ) (2 5') 111111111110 UM
at the rate of cpp I LI r=l I, _I,
21 . Sod areas shall be SPECIFIED Grass. Grass for sodding UJ ft
shall be freshly cut in squares one foot wide by two feet long. 2X ROOTBALL ot 6' WOOD FENCE
Sod shall be healthy, free of insects, in naturally flourishing ;or �.4 06
conditions. Dry, brown and unfresh sod will be rejected. TREE PLANTING DETAIL 11 L
22. Sod shall be laid end to end and side to side in a staggered PLANT SCHEDULE 1, ot
line to form a uniform layer. All uneven edges shall be squarely ALL TREES ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH QTY. COMMONNAME BOTANICAL NAME SIZE NOTE LU
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 NATIVE cc
23. After sodding is completed, the entire sod areas shall be SHRUB OR IN A MANNER IN WHICH THEY WILL MOST EFFECTIVELY SERVEfHE PURPOSE OF RETAINING TREES (Trees 75% Native) Cal
watered by hand or irrigation system each day for two weeks. WATER AT THE BASE OF THE PLANT. EXISTING RELOCATED NATIVE
Sodded areas shall then be top dressed with a commercial fertilizer 0 SABLE PALM SABALPALMETTO I= u Z
as directed herein at the rate of 12 pounds per 1000 square feet of THE ROOTBALL OF THE TREE SHOULD BE POSITIONED IN THE HOLE SO VARIOUS TREE o
area in an evenly broad case pattern. THAT THE FINISH GRADE OF THE BACKFILL SOIL AND LANDSCAPE SOIL
24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining IS 2" LOWER THAN THE TOP OF THE ROOTBALL. MULCH SHOULD COVER 5 LIVE OAK QUERCUS VIRGINIANA 10' HT, 2" Cal. trnk. FIL #1 NATIVE > mjz
all plant material on site during and before planting, until the THE EDGE OF THE ROOTBALL, DO NOT MULCH ON TOP OF ROOTBALL. U 0 .4
work in accepted by the LANDSCAPE ARCHITECT and or owner. 4 PODOCAPUS YEW PODOCAPUS MACROPHYLLIS 8'HT., MIN. 3 TRKS. J
25. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to LANDSCAPE IRRIGATION SCHEDULES FIL #1 NATIVE
be healthy plants and in flourishing condition of active growth for
ninety (90) days from final inspection and acceptance. All trees DURING DAYLIGHT SAVINGS TIME, IRRIGATION FOR SH RUBS (Shrubs 100% Native)
shall be guaranteed an additional one- year from final inspection COMMERCIAL PROPERTY SHALL ONLY OCCUR ON 26 ANISE 3 gal. 36" o.h., 24" sprd. FIL #11-To.c. NATIVE ININ
and acceptcnce, TUESDAY AND FRIDAY BETWEEN THE HOURS OF 4:OOPM ILLICIUM FLORIDANUM 0
26. The LANDSCAPE ARCHITECT, owner or owners representative shall AND 10:OOAM
have the right to reject any and all work which in his opinion does 0 LIGUSTRUM LIGUSTRUM JAPONICUM 3 gal. 24" sprd., o.h. FL #14o.c.
not meet with the requirements of the specifications at any stage DURING EASTERN STANDARD TIME, IRRIGATION FOR
of the project operation. COMMERCIAL PROPERTIES SHALL OCCUR ONLY ON
27. In general, the work shall proceed as rapidly as the site TUESDAY BETWEEN THE HOURS OF 4:OOPM AND GROUNDCOVER (Groundcover 100% Native)
becomes available. Keep all areas of work clean, nect, and orderly 1 O:OOAM 0 COONTIE ZAMIA FLORIDANA (BROADLEAF FORM) E2�) 1 gal., full FL #1-24" o.c. NATIVE DESIGNER: RK PHILLIPS
DRAWN BY: DS
at all times. ALL IRRIGATION IS LIMITED TO ONLY THAT NECESSARY 47 FLORIDA GAMA GRASS TRIPSACUM FLORIDANA dft 1 gal., full FL #1-30" o.c. NATIVE DATE: JULY 2017_
28. There will be special care to all existing trees to be FOR EFFICIENT UTILIZATION. NO MORE THAN 0.75" OF i CHECKED BY: RK PHILLIPS
retained on site to avoid construction damage. WATER MAY BE APPLIED PER IRRIGATION ZONE ON BAHIA SOD Bahia contractor to verify quantity (8,000-t/-) FL #1 DATE: JULY 2017
29. If an automatic irrigation system is to be provided in lieu of EACH DAY THAT IRRIGATION OCCURS AND IN NO EVENT -
hose bibs as shown on the plan, a shop drawing of the layout and SHALL IRRIGATION OCCUR FOR MORE THAN ONE HOUR
design must be submitted to the governmental agency, for review PER IRRIGATION ZONE. DATE:
and approval, prior to installation. ALL LANDSCAPE IRRIGATION SHALL BE LIMITED TO ONLY LANDSCAPE REQUIREMENTS JULY 2017
30. Irrigation system shall be fully automatic, providing 100%
coverage to all planting areas, with all pop up heads in lawn area. THAT NEED TO MEET LANDSCAPE NEEDS. A. INTERIOR LANDSCAPING SCALE:
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) 3758 S.F. B. PERIMETER LANDSCAPING ADJACENT TO THE STREET C. HCRIMETER LANDSCAPING ADJACENT ABUTTING PROPERTIES 1 V9=1 0"
of shrub and lawn areas, fixed spray heads with gear driven heads PRIVATE IRRIGATION WELLS FOR LANDSCAPE IRRIGATION TOTAL PUBLIC INTERIOR LANDSCAPE REQUIRED ICE TREE LOCATED WITHIN 25' OF VUA AND EVERY 50 PROJECT No.
or impacts. Shrub risers shall be minimum 2.5' from eop and IS NOT AUTHORIZED. 3758 x 10% = 376 S.F. REQUIRED / 1520 S.F. PROVIDED COMMERCE STREET LESS DRIVEWAY - 56 LF L.F. OF DISTANCE VUA IS ABUTTING ADJACENT PROPERTY
all heads minimum 1 ' from buildings.
32. A double check backflow prevention (or approved equal); equal ALL AUTOMATIC IRRIGATION SYSTEMS SHALL BE INSTALL, 2. ONE TREE/4,000 S.F. OF VUA (EACH ROW OF PARKING 1 . TEN S.F. FOR EVERY L.F. OF VUA STREET FRONTAGE EAST PROPERTY LINE - 100' 200-17
to a DCA-100; to be mounted in a rectangular valve box (12"x 10") OPERATE AND MAINTAIN A RAIN SENSOR DEVICE OR (MINIMUM 5 FEET) P NUMBER iHEETS
on the service side of the meter and immediately adjacent to the SWITCH THAT OVERRIDES THE IRRIGATION SYSTEM WHEN SPACES TERMINATED BY LANDSCAPE ISLAND) 560 S,F. REQUIRED / 653 S.F. PROVIDED 2 TREES REQUIRED / 3 TREES PROVIDED
ADEQUATE RAINFALL HAS OCCURRED. 1 TREES REQUIRED / 9 TREES PROVIDED 5
water meter. 2� A DURABLE OPAQUE SCREEN ALONG AT LEAST 75% WEST PROPERTY LINE - 43' PAGE NUMBER
33. After the landscape plan is approved by the governmental 3. AT LEAST 25% OF REQUIRED LANDSCAPE AREA TO BE COVERED OF STREET R.O.W. EXCLUDING DRIVEWAY. 1 TREES REQUIRED / 2 TREES PROVIDED
agency any subsequent changes must be resubmitted
WITH SHRUBS AND GROUNDCOVER 560 L.F. x .25 = 14 0 L.F. @ 3' 0.C,
for review and approval. 376 x 25% = 94 S.F. 23 SHRUBS REQUIRED / 26 SHRUBS PROVIDED
SOUTH PROPERTY LINE - 75'
34. Shade trees shall be planted minimum 4' from EOP and 15'
94 S.F. REQUIRED 653 S.F. PROVIDED 3. ONE TREE FOR EVERY 25 L.F. (NO MORE THAN 50' APART) 12 TREES REQUIRED 2 TREES PROVIDED
from OHE. OF VUA STREET FRONTAGE
2 TREES REQUIRED / 2 PROVIDED
PLANTING NOTES O.C. SPACING 1/2 O.C.
OF
100 SPACING
(MIN.6")
1. The LANDSCAPE CONTRACTOR is responsible for verifying project
M
site conditions and all quantities indicated on these plans, before 0
V)
Z
2. All plant material shall be Florida Grade No. I or better M 0
nursery grown in accordance to Florida Grades and Standards
UJ
3. Plants shall be sound, healthy and vigorous, well branched and U:
densely foliated when in leaf. They shall be free of disease,
insects, eggs or larvae and shall have healthy, well developed root 3" MU PULL MULCH
LCH FROM TRUNK GRAPHIC SCALE
systems, They shall befree from physical damage or adverse PREPARED -TOPSOIL
conditions that would prevent thriving growth. AND/OR SUITABLE EXISTING SOIL 0 10 20 30 7 FL GAMA GRASS
4. All plants must be container grown or B&B as indicated
in the plant list. LIVE OAK
5. All plants shall conform to the varieties indicated in the IN FEET 0
1 inch 10 ft.
6. Substitution of plant materials will not be permitted unless
authorized in writing by the LANDSCAPE ARCHITECT. If proof is
submitted that any plant specified in not obtainable, a proposal ELU ED T�- -1 UJ
11 - 1--
will be considered for use of the nearest equivalent size or <
variety with corresponding adjustment of contract price.
7. Plant material locations and bed outlines shall be staked or 6' LIVE OAK
flogged on site by the CONTRACTOR and shall be adjusted if required MIN. M
to fit actual cs-built conditions on site and approved by the owner
or owners representative. SHRUB PLANTING DETAIL 9- FL GAMA GRASS C4
8. All proposed tree planting locations shall be staked or flagged
before installation by the LANDSCAPE ARCHITECT and approved by the ALL SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS
owner or owners representative. OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PLANTED. <
9. The CONTRACTOR shall excavate plant pits, according to the WATER RINGS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO i
drawings, unless otherwise directed. THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOST <
10, All container grown rootballs shall be carefully scoured
EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE 0 0')
before setting in plant pits. BASE OF THE PLANT. EXISTIN PALM CLUSTER TO REMAIN
11 . All backfill around plant material shall be worked firmly, 0
tamped and watered in under and around the rootbcll to fill all
voids. 0
12. LANDSCAPE CONTRACTOR shall bear final responsibility for LIVE OAK
proper surface drainage of planted areas. Any discrepancy in the 19 ANISE, 3' O.C. 0
drawings, obstruction on the site, or prior to work done b any 0 0 0 0 0 Poo
y 0
other party, which the CONTRACTOR feels precludes establishing
proper drainage shall be brought to the attention of the LANDSCAPE po
LOT 776 44
ARCHITECT for correction or relief of said responsibility. 31 FL GAMA GRASS
13, Planting beds shall be cut or edged to form a uniform clean
-C -0
line between beds and lawn areas. a Ic
14. After all plant material in a plant bed area has been
CM
installed and approved, the areas between plants shall be rcked to C .
an even grade to conform to premulching finish grades. All ox
planting beds and plant saucers shall then be uniformly covered CID
with a minimum three inch layer of #2 grade or better RED cypress C� LIVE OAK 0
PODOCARPUS YEW ;: (a
at 0 0
mulch. PC 0 U CX W
V
15. All planting bed areas with acceptable topsoil shall be top
19 *C' 100
dressed with 50% organic 6-6-6 commercial fertilizer at a rate of 44 1F
IL
nine pounds per 1000 square feet and tilled to a minimum depth of 3" MULCH (pine straw) I% T, L6
three inches. SET TREE SO THE TOP OF ROOTBALL
16. Plant material backfill mixture shall be thoroughly mixed in ARBORGUY PRO 40 (UP TO 4" CAL.) IS 2" ABOVE SURROUNDING GRADE
the following preparations: AND ARBORGUY PRO 60 (UP TO 6" CAL,) PREPARED TOPSOIL Q
INSTALLED PER MANUFACTURER'S SPECS. tOT 774 0
50% existing clean topsoil 1/3 topsoil (OR EQUA LOOSEN SOIL AT BOTTOM OF PIT En
50% soil mix 1 /3 peat 31, DISH AROUND LESS & EXCEPT
1/3 cow manure I <
THEEAST25' D--
17. The LANDSCAPE CONTRACTOR is responsible for all fine grading 0 <
EXST'G GRADE 0 M
preparation for planting. OF LOT 774 U)
18. Rough grades will be established by the owners general ... .. 1 71117
IIE11121MIE''Elml 11 r=FII= 117
contractor at approximately 3 inches below curbs, sidewalks, 711 IEI I 1=1 I El I IEEI I El I IEEI I FEI 1=1 I 1=1 I 1=1 I I El I 1E9 I
=1 I EZI I FEI I l��l I I =1 I 1=1 I F1 I I I I El I IEI I I M
hardscape amenities, mowing strips and abutments.
1:��l I El I IHE IE�l I IE�l I FEI I I 1=1 I IEEI -I I I
19. CONTRACTOR shall coordinate construction of planting areas I IEEI I IEEI I IE��l I 1=1 I 1=1 I Fl�l I 1=1 I I-
with installation of irrigation system. (100') BAHIA SOD (50') BAHIA SOD 0
20, Where seeding may be required on the plans, germination rate 1=1 I lEil I 1EI 17111-11 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I - (25' - - - - - -
shall be the maximum percentage required for the variety specified IZHI I-- --I I E��l I E�l I F�l I F�fl I E�l I F9 I I - - - - - - - - - - - - - - - - - - - I Bi Z
]11 ( 2 5) 00 (2 5') LL. .4
at the rate of application specified. IIII-1111111fil 11111 -1111111 111 -1 ( 2 5)
UJ
21 , Sod areas shall be SPECIFIED Grass. Grass for sodding L
shall be freshly cut in squares one foot wide by two feet long. 2X ROOTBALL cl� 6' WOOD FENCE
Sod shall be healthy, free of insects, in naturally flourishing UJ CO x UJ
conditions, Dry, brown and unfresh sod will be rejected. TREE PLANTING DETAIL V* 0 L
22. Sod shall be laid end to end and side to side in a staggered ALL TREES ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH PLANT SCHEDULE 111111101 1, 4 41
line to form a uniform layer. All uneven edges shall be squarely Cc PW (J
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 QTY. COMMONNAME BOTANICAL NAME SIZE NOTE NATIVE M U)
23. After sodding is completed, the entire sod areas shall be SHRUB OR IN A MANNER IN WHICH THEY WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING TREES (Trees 75% Native) I= Co
watered by hand or irrigation system each day for two weeks. WATER AT THE BASE OF THE PLANT. EXISTING RELOCATED NATIVE 12
Sodded areas shall then be top dressed with a commercial fertilizer 0 SABLE PALM SABALPALMETTO VARIOUS TREE Z
as directed herein at the rate of 12 pounds per 1000 square feet of THE ROOTBALL OF THE TREE SHOULD BE POSITIONED IN THE HOLE So 0; 4
area in an evenly broad case pattern. THAT THE FINISH GRADE OF THE BACKFILL SOIL AND LANDSCAPE SOIL. 5 LIVE OAK QUERCUS VIRGINIANA > Bii NJ
24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining IS 2" LOWER THAN THE TOP OF THE ROOTBALL. MULCH SHOULD COVER 10' HT, 2" Cal. trnk. FL #1 NATIVE
all plant material on site during and before planting, until the THE EDGE OF THE ROOTBALL, DO NOT MULCH ON TOP OF ROOTBALL �j 0 .4
work in accepted by the LANDSCAPE ARCHITECT and or owner. 4 PODOCAPUS YEW PODOCAPUS MACROPHYLLIS 8'HT., MIN. 3 TRKS. I110 J
25. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to LANDSCAPE IRRIGATION SCHEDULES FL #1 NATIVE NIV DEVELOPMENT
be healthy plants and in flourishing condition of active growth for
ninety (90) days from final inspection and acceptance. All trees DURING DAYLIGHT SAVINGS TIME, IRRIGATION FOR SHRUBS (Shrubs 100% Native) COMMU
shall be guaranteed an additional one- year from final inspection 1ELj
COMMERCIAL PROPERTY SHALL ONLY OCCUR ON DE14
and acceptance. TUESDAY AND FRIDAY BETWEEN THE HOURS OF 4:OOPM 26 ANISE ILLICIUM FLORIDANUM 3 gal. 36" o.h., 24" sprd. FL #1-3' o.c. NATIVE
26. The LANDSCAPE ARCHITECT, owner or owners representative shall
AND 1 O:OOAM
have the right to reject any and all work which in his opinion does 0 LIGUSTRUM LIGUSTRUM JAPONICUM 3 gal. 24" sprd., o.h. FIL #1-3' o.c.
not meet with the requirements of the specifications at any stage DURING EASTERN STANDARD TIME, IRRIGATION FOR
of the project operation. COMMERCIAL PROPERTIES SHALL OCCUR ONLY ON
TUESDAY BETWEEN THE HOURS OF 4:OOPM AND
27. In general, the work shall proceed as rapidly as the site GROUNDCbVER (Groundcover 100% Native)
1 O:OOAM
DESIGNER: RK PHILLIPS
becomes avcilcible. Keep all areas of work clean, neat, and orderly ZAMIA FLORIDANA (BROADLEAF FORM) 1 gal., full
0 COONTIE FL #1-24" o.c. NATIVE DRAWN BY: DO
at all times. ALL IRRIGATION IS LIMITED TO ONLY THAT NECESSARY DATE: JULY 2017
47 FLORIDA GAMA GRASS TRIPSACUM FLORIDANA 1 gal., full FL #1-30" o.c. NATIVE
28. There will be special care to all existing trees to be FOR EFFICIENT UTILIZATION. NO MORE THAN 0.75" OF I
i CHECKED BY: RK PHILLIPS
retained on site to avoid construction damage. WATER MAY BE APPLIED PER IRRIGATION ZONE ON BAHIA SOD Bahia contractor to verify quantity (8,000+0 FL #1 DATE: JULY 2017
29. If an automatic irrigation system is to be provided in lieu of EACH DAY THAT IRRIGATION OCCURS AND IN NO EVENT
hose bibs as shown on the plan, a shop drawing of the layout and SHALL IRRIGATION OCCUR FOR MORE THAN ONE HOUR
design must be submitted to the governmental agency, for review PER IRRIGATION ZONE. DATE:
and approval, prior to installation. LANDSCAPE REQUIREMENTS
ALL LANDSCAPE IRRIGATION SHALL BE LIMITED TO ONLY JULY 2017
30. Irrigation system shall be fully automatic, providing 100%
THAT NEED TO MEET LANDSCAPE NEEDS. A. INTERIOR LANDSCAPING
coverage to all planting areas, with all pop up heads in lawn area. SCALE:
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) 3758 S.F. B. PERIMETER LANDSCAPING ADJACENT TO THE STREET C. PtRIMETER LANDSCAPING ADJACENT ABUTTING PROPERTIES I 00=10 V
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. 3758 x 10% = 376 S.F. REQUIRED / 1520 S.F. PROVIDED COMMERCE STREET LESS DRIVEWAY - 56 LF LIF. OF DISTANCE VUA IS ABUTTING ADJACENT PROPERTY PROJECT No.
all heads minimum I ' from buildings. t� 200-17
32. A double check bcckflow prevention (or approved equal); equal ALL AUTOMATIC IRRIGATION SYSTEMS SHALL BE INSTALL, 2. ONE TREE/4,000 S.F. OF VUA (EACH ROW OF PARKING 1 . TEN S.F. FOR EVERY L.F. OF VUA STREET FRONTAGE EAST PROPERTY LINE - 100'
NUMBER SHEETS
to a DCA-100; to be mounted in a rectangular valve box (12"x 10") OPERATE AND MAINTAIN A RAIN SENSOR DEVICE OR SPACES TERMINATED BY LANDSCAPE ISLAND) (MINIMUM 5 FEET) :2 TREES REQUIRED / 3 TREES PROVIDED
on the service side of the meter and immediately adjacent to the SWITCH THAT OVERRIDES THE IRRIGATION SYSTEM WHEN 560 S.F. REQUIRED / 653 S.F. PROVIDED
water meter. ADEQUATE RAINFALL HAS OCCURRED. 1 TREES REQUIRED / 9 TREES PROVIDED 2. A DURABLE OPAQUE SCREEN ALONG AT LEAST 75%
IWEST PROPERTY LINE - 43' PAGE NUMBER
33. After the landscape plan is approved by the governmental 3. AT LEAST 25% OF REQUIRED LANDSCAPE AREA TO BE COVERED OF STREET R.O.W. EXCLUDING DRIVEWAY. . 4
J TREES REQUIRED / 2 TREES PROVIDED
agency any subsequent changes must be resubmitted
WITH SHRUBS AND GROUNDCOVER 560 L.F. x .25 = 14 0 L.F. @ 3' 0.C.
for review and approval. 376 x 25% = 94 S.F. 23 SHRUBS REQUIRED / 26 SHRUBS PROVIDED F
34, Shade trees shall be planted minimum 4' from EOP and 15' SOUTH PROPERTY LINE - 75'
94 S.F. REQUIRED / 653 S.F. PROVIDED 3. ONE TREE FOR EVERY 25 L.F. (NO MORE THAN 50' APART)
2 TREES REQUIRED / 2 TREES PROVIDED
from OHE. OF VUA STREET FRONTAGE
IL
2 TREES REQUIRED / 2 PROVIDED
z
0
Ln
Ld
PUBLIC UTILITIES
C 0 N S T R U C T 1 0 N P L A N S F 0 R IV)APPROVED
)DENIED
)NOT APPLICABLE To DEPT
0
m
V)
SrrURDIVANIF SrrREFIF
ENrrS
m i
m Nic4l-: C;
PARKIN., G IMPROVF__j -L- 14 z
4
Lo r 775 & 77 SrrURDIVANrF S1, F
A rr 1C , BEACH FL
PIZ
N
; �Cll
INDEX OF DRAWINQS
JACKSONVILLE
10 ATLANTIC BEACH PC
a
LU
C
SHEET NO. DRAWING NAME
EPTUNE BEACH IL 152 qq IL
In
PROJECT COVER SHEET wz 0 J
1 AlA cc IL
2 TOPO SURVEY EROSION CONTROL PLAN 202 JACKSONVILLE BEACH
3 GEOMETRY SITE PLAN
4 DRAINAGE PLAN
............ PONTE VEDRA BEACH
............
...................
.................
...................... 5 LANDSCAPING
.. .......... ... .....
.......*...... CHII LEY
..................................
TALLAHASSEE
......... .........
...............................
. . ..... .........
...............................
.. . . . ............
..............I..........
..... ....... ......
......................
JACKS VILLF
..............
A
................... PENSACOL
LAKE CITY
PANAMA CITY
............I.......
..........
........--.............
.. ...... .........
.........................
......................
..................
-ST AUG TINE
0
GAII LLE j
.............................
................. .......
........................
...I..................... ....
.. ............ ......
........ ......................
..... L6
. ............................ ........
............... .............
....................................
.................................. PROJECT LU I*ft
.... DAYkNA BEACH 0
.. ............. ...................
bCALA
....................... .............................
... ...................I........ ........................
>0
......................... .......................
.......... LOCATION
............................................................. DELAND
...................... . . ... .................
At�antic Beach
ORLANDO
.............................
.......... .......
9 ATLANTIC BLVD
.................
Neptune Beach LLI
.................
...............
...................
z
... ........
... ... ....
BEACH BLVD
TA A
3 JacksonvUe Beach 9
Iwo
....... BARTOW
+ 0 rm 14
...............
. ................
...................
FT. PIERCE > j Z IL
................
.................
...... J, TURNER BUTLER BLVD,
...............
...............
... ....... 0 0
SARASOTA
0
0
............
'j............
Ba(dwin
WEST PALM BEACH
LAKE
I
OKEECHOCE
.............
0 r.a:n:.-g e r k Ponte Vedra Beach
..............
..........
.. .........
................
>
..... ......
...... ......
...... .........
................. 0 FT. LAUDERDALE
.... *..........
............
................
..................
.................
MIAMI
DESIGNER: RK PHiLLIPS
DRAVMBY: DIB
DATE- �ULY 2017
Cl A CHECKED BY: RK PHILLIPS
LO%-,t,t.TION MAP
KEY WEST DATE: JULY 2017
DATE:
JULY 2017
t
SCALE:
NO SCALE
PROJECT No.
vi NITY MAP 200-17
Y, P,
NUMBER SHEETS
5
0 '
4
PAGE NUMBER
z
0
PUBLIC WORKS
fvfAPPROVED af
DENIED
C 0 N S T R U C T 1 0 N P L A N S F 0 R
rr RDiVAN r SrrREEIF 0
m
s U V)
LLJ
m
F---.jJ s
PARKING I ]VIPRC) VEM NT
z
4 S
Lo r 775 & 7 rURDIVAN r Srr
*PON
Poo
PEA
A rLAN rf( BEACH FL opm 0 1
pa m
6 4 CRA
.2co Jam
Ic
0
Cox
C
INDEX OF DRAWINGS
.2cm
JACKSONVILLE
10 ATLANTIC BEACH E.
a COO*
SHEET NO. DRAWING NAME coo=C cos le
a
EPTUN BEACH 0— 'T IL
1 PROJECTCOVER SHEET w j
AlA 19
2 TOPO SURVEY EROSION CONTROL PLAN 202 JACKSONVILLE BEACH LIL
3 GEOMETRY SITE PLAN
4 DRAINAGE PLAN
PONTE VEDRA BEACH
.... . . . ......... ...........
5 LANDSCAPING
............ .... ..............
CHIP EY
.................................
TALLAHASSEE
............................
.....................
.............................
. . ... ..............
............................
. .................... JACKS VILLE
.......................
............................
PENSACOLA
......I................... ITY
...................... LAKE CITY
PANAMA CITY
0........................
........................
................... ....
..........................
.....................
.....................
-ST AUGUSTINE
.............
..............
.......... 0
...........................
GAINESVILLE j
.... .........--........
............. ...................
................. ................
................. ..........
......................... ...
.............................
1'% U6
PROJECT I'llft
.... .......I...........................
. ............... . ................
K
....................... DAYTONAL BEACH 0
. ..................... Uj
OCALA
............................................................
. ..........
....... ...........
...................................I.....................
....... . . ......... ........... LOCATION >m
. .............
DELAND
.. At�ant�c Beach 'j
14
..............................
... ..........
9 ATLANTIC BLVD ORLANDO
. ......... 0
.......................
CO) p% LLI Z
..................
. ......... Neptune Beach
.............
..................
. . .........
.. .........
.......... .
BEACH BLVD IBB
JacksonvUe Beach TA A
.. .............
Immi u
...... BARTOW
...........
..................
...................
0
FT. PIERCE
J, TURNER BUTLER BLVD, > j Z
................
...............
. . ........
..............
0
..........
SARASOTA 0
............
0
.............
.............
.............
a j
.............
.............
Ba�dwln
.................
WEST PALM BEACH
LAKE
OKEECHOBE rri
e r k Ponte Vedra Beach
..........
............ .
...........
0 FT. LAUDERDALE
..................
...... .......
z
..................
...... ..........
..................
................
MIAMI
DESIGNER- RK PHILLIPS
DRAVM BY: DB
DATE: JULY 2017
LOCATION MAP CHECKED BY, RK PHILLIPS
DATE: JULY 2017
KEY WEST
DATE:
JULY 2017
SCALE:
NO SCALE
PROJECT No.
VICINITY MAP 200-17
,#-! IK
NUMBER SHEETS
At NQ 5
PAGE NUMBER
ft