1175 Atlantic Blvd revised as-built & landscape planMAP SNOWING SURVEY OF
BLOCK 11, 12 AND 13, SECTION "H" A TLAN TI C BEACH,
ACCORDING TO THE PLA T THEREOF, AS RECORDED IN PLA T
BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11, 12 AND
13 LYING WITHIN THE EXISTING RIGHT OF WAY OF ATLANTIC
BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH
RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF
TRA NSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100.
REGRADE 100 LF f OF
V -BOTTOM SWALE WITH 2:1 SS
TO MATCH EXISTING. SOD ALL
DISTURBED AREAS
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
_. �._ �.� .............�_. _.... __... _.
......... ....."................... ...... _... _� ......._ .. _.. �....� � .......... �� �._ � _. _�.............. �. �..........
el,
£ cryo 45LF-15"RCP WITH
LIMEROCK BACKFILL TO
EVS77NG
FIRE HYDRANT TO BOTTOM OF
...................................................................�,,..ti...... ............., .a •• •• . wl;;--' ��...........,,.,.......,..,.........,.............................,.,,,.,...,...................,.�....... DRIVEWAY SLAB. WRAP
...........................•_•! '/�-5A,1-,,,,
-� A %%, h411 Y_,_.._,,,.,_.._.._.._...............,,........................,,,,,,,,..,._.,..__..._......................,.......",,..........,.. ".."..,... ,
CCYY I 5 � JOINTS PER DETAIL.
WEST 1ST STREET (50-'R/W)//� Q
1,q %.i� ..ii,Ff ',:3�r,.i. ST_
V
a,...,,....�..........�................. ...... �...----..........,.,........ �; , � :j MES MES s"f r'. =< � ' - MES
INV. EL. --4-9$
(4.80) � ..,.."_.."....,..,, C.... i� 99).......
�...�....�...��.............................................................."................�....��........�.............. ��. ��............._. _......._......._....�...�....................�.....-..�.......,..,,...�....._,............,.,....��.....,.........,...... � �� a 4'
.
3 \ a ' ,) a , as C1a
4.8 �.,.,...,5 , l 11 l ''•'' %,.. ' \ a 5 e
4.7_ y,.. N89 30 37 E 190.50 - = ��' a 6.50
IAJ
(j 16 56 i2 ;s s B X8.2) \ X x
('78) 16 , LF (7 8�--..� .... _.,..:.,..,..-- ..............�..........�...,. �,........................ � \ �
» IAI
' \ a s
I 14. LF Y5.8) (5.9) tiw 79
( TOP OF BANK (AB) (5.9) GA TE
12 HDPE) �......w POST
I / (rid
5.8 : rn
8.7
sI ...,........ M ............... } 2!N
4•� f .f r
5.9) C
ST- 6 ; I f` f% S �,,,..,,..... ,,..__.� ... w............. �3• � � �'
TYPE "C" INLET I OND(
TOP EL. 8. BE) (7,g) ST -5 MES �' _
POND BOTTOM �•�
SLOT EL. -6:3e- (6" WEIR) (6.2) / ��`P INV. EL. -3�fr- ST 4
;�� lP EL.
INV. EL. -5-8(4.9) TOP 8
_.... CRUSHED
TYPE INLET
1 Q°�` (-)2.0 (3. �5.9) STONE EL. - .99 7. 9
SUMP EL. 4.00 (GROUT FULL) f �° (2.9)
/` SURFACE f..; INV. EL. 3:$9- (S) (3.70)
INV. EL. 3.6E) (N)(J.71)
��'� (5.7) to
5.8 �'C < 15 HDPE)
830
8.50
PUMP
HOUSE
I - `;T-3 8.6
(9.00)
�g 5
TYPE "C" INLET 8.60(8.99
-;- ,fi ti� a LIGHT
TOP EL. . (8. 9) 6� .., ...:�:. - a . a Q
INV. EL. x•86 P. 4)NE �' 900 POLE
a . CONC. s
I(J. 78)E
99)S d
3
tX Cb* •4) (9: �6)
(3. 78)W 60.
. ELECTRIC---
I\ 9.70
WATER LINE ti_ w W w -�� w w w PANEL
STU B OU T TOP= (7.39 - s s - s -
6 '
9.04 _ 9.64. o 9. 1 1)a. (�•
N AND PLUG SEWER LIN:
TOP=(6.691 5.3'
I
(OPTIONAL) ------ soo
BLOCK 10'R, 0 CK
RD w Q
"� I C,
w
(9 20 a'60 a ROOF DRAIN
c9 ROOF DRAIN CLEANOUT a
;v I LIGHT r a' CLEANOUT
O POLE FARMHOUSE BUILDING N
08.99 9'00 - FIFE = 9.75
� I o 9.75
a -' ROOF DRAIN (64'x 40') ;
X CONC• • 8.60 .a CLEANOUT ROOF DRAIN --o 3
9.11) 9•� CLEANOUT
13.5' `° p °
5.3
10 LF STUBOUT rn ST -2 w ;
W 4" PVC FOR TYPE "C" INLE
V POSSIBLE FUTURE TOP EL. ,8.38
METAL CONTAINERS CONNECTION
NV.
(4.05))'. N
) 4.00 5.0
t ( I
13.5'
Q)
9.70
sao
CRUSHED I gO X
STONE 8.60 I z ...........,�•.
w SURFACE I Y
X Z v I s s
GRE NHOUSE
-r! (63'x 84) _
_ i _•_.,
FIFE9.75
8.95) ..{
�. d 9.60 ;
tv AT ALL EDGES f,
ST -1 p X 5 FT TOP LANDING.
I T E "C" INLET
x OPE -J;-X9-(7.85 s.
V. EL. -+:-5ft-(4.31)N'
8.60 0�p ROOF DRAIN e
(4.39)E CLEANOUT 5.0
I . ¢ 4.39)W STUB A 8.00
1
1R" 8.50
-.
STUBOUT CONNECT ROOF �I � �•�""�
;ITY GATE GATE DRAINS TO 8" PVC INV 9.99 j
,SLE & AND PLUG POST
ANCHOR � POSTo (91.4 LF - 6" PVC) (5.00)1 I
8.20 7.00
6' CURB TRANSITION TO FLU$H 3 3
... . .." .,..... _.,,_.,"..................�.... f.� o ) if f 6.'fV _• __._....., �,___,.___•.. ....,. ..._..,,.,,,__
t N89 40 45 W 142.73 k S89 °30 36 ,...W., 4 7.80'
..��..........................��_ �.... ............ M ,.........
..,.� ..�..........
�.�"�;��;,;� (6.32)
.................. _., , ....,�,..,..... .... .� �..,......... ,,.�_�. , ,�..... �_�_7),....... .....,............
� �.�.......s::.�� :���.�...
... .� .� . ................. .. .. .. �.. _ ..... ;�sI � yw"� -�.- � �. " �'--- ,......,,,....._, j 1f'�� � i f ='-====�
SURVEYOR 'S N O TES
1. Bearings are based on the S. R/W LINE OF WEST 1ST STREET (N89°30'37"E).
2. This is an AS -BUIL T SURVEY
J. Elevations shown thus (15.0) refer to North American Vertical Datum
of 1988, (NA VD 88).
4. By Graphic plotting only, the property shown hereon lies within Zone: "X"
as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance
Program, Flood Insurance Rate Map (F.I.R.M.) Community -Panel Number 12031C 0408 H
Map Revised date : 6-3-13
5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands
by State or Governmental Agencies, has not been determined and any liability resulting
th ere from is not the resp on sib it i ty of the undersigned.
6. There may be Restrictions or Easements of Record evidenced by title examination that
have not been shown hereon.
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL
PURPOSES ONLY, AND IS NOT VALID.
m.....,.,, M .........
2' CURB & Gs Y'TER
INSTALL FDOT
APPROVED INLET
PROTECTION
CURB TRANSITION TO FLUSH
(6.13)
DEFINI TION
(6.08)A
DEFINITION
DROP
CURB
FLOW
LINE
ELEV.
= 6.00
FLOW LINE
Registered Land Surveyor
ELEV. = 5.7$t
Point of Beginning
(5.80) (6.06)
Jacksonville Electric Authority
A TLAN IC BOULEVARD (STATE ROAD NO. 10)
RIGHT OF WA Y VARIES PER FDOT R/W TRANSFER MAP SECTION 72100
(6.90)
CURB TRANSITION
TO FLUSH
FLOW LINE
ELEV. = 6.19±
INSTALL FDOT
APPROVED INLET
PROTECTION
SIDEWALK FOLLOWS BACK
OF CURB ELEVATION
12:1 SS RAMP SECTION (6 FT TYP.) (MAX.)
5 FT "BOTTOM" LANDING AREA
0 20 40 80
GRAPHIC SCAT E IN FEET
1 "= 20 s,
ABBREVIA TIONS THA T MA Y BE USED IN THIS SUR VEY
ABBREVIA TION
DEFINI TION
ABBREVIA TION
DEFINITION
P. C. P.
Permanent Control Point
L. B.
Licensed Business
P. R. M.
Permanent Reference Monument
R. L. S.
Registered Land Surveyor
P.O.B.
Point of Beginning
J.E.A.
Jacksonville Electric Authority
P. C.
Poin t of Curvature
EQUIP
Equipment
P. T.
Poin t of Tangency
A/C
Air Conditioner
P. R. C.
Poin t of Reverse Curvature
C.A. T. V.
Cable Television
P. /.
Poin t of In tersec tion
OHL
Overhead Lines
R/W
Righ t of Way
(F. M.
Field Measured
0. R. V.
Official Records Volume
R=
Radius equals
D. B.
Deed Book
L=
Arc Lenth equals
Pg,
page
Ch.=
Chord Bearin & Distance equals
B.R.L.
Building Restriction Line
A=
Delta or Cen?ral Angle equals
Esm t
Easem en t
I. P.
Iron Pip e
Con c.
Concrete
INFORMATION PROVIDED BY:
DATE:
NAME: BROWN & LUKE CONTRACTING
ADDRESS: 10745 ALTA DRIVE
JACKSONVILLE, FLA. 32226
PHONE: 904) 425-4085
1 HEREBY CERTIFY THAT THE MATERIALS AND QUANITIES
USED IN THE CONSTRUCTION OF:
PAVEMENT X WATER MAIN
CURB & GUTTER FORCE MAIN
X STORM & DRAINAGE LIFT STATION
SYSTEM X SANITARY SEWER
GRAVITY SYSTEM
ARE IN ACCORDANCE WITH THE APPROVED PLANS AND JEA STANDARDS
AND COUNTY SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE
REGULATORY AGENCY.
SIGNATURE
NAME:
UNDERGROUND UTILITY
STATE LICENSE NO.
AS BUILT INFORMATION PROVIDED BY:
NAME: RICHARD A. MILLER & ASSOCIATES
6701 BEACH BOULEVARD, SUITE 200
JACKSONVILLE, FLORIDA 32216
PHONE: (904) 721-1226
1 HEREBY CERTIFY THAT THE:
PAVEMENT X WATER MAIN
CURB & GUTTER FORCE MAIN
X STORM & DRAINAGE LIFT STATION
SYSTEM X SANITARY SEWER
GRAVITY SYSTEM
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS
SHOWN ON THESE "AS -BUILT" DRAWINGS AND MEET THE
STANDARDS OF PRACTICE AS OUTLINED AND,SET
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL'1.AND
SURVEYORS AND MAPPERS, IN CHAPTER 5.4117.051 AND 5J-17.052
FLORIDA ADMINISTRATIVE CODE.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGMIAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. _
DRAWING FILE NAME:
DATE OF FIELD SURVEY: '
SIGNATURE
NAME: WILLIAM J.ELROSO
STATE OF FL., P.L.S. N0. 58
REV. 7-31-15 TO ADD CONTAINERS, PUMP HOUSE, ELEC. PANEL & CONDUIT
Q0
C6
co x
N
R
Q)
0)
� I
X
X
ZONING ACG x
X
X
x
5' SIDE C15' COMBINED) -�
BUILDING RESTRICTION
L INE x
18" PALM
14" PALM I
START ro FT WOODEN —�
FENCE
20' FRONT BUILDir
RESTRICTION LINE
ATLANTIC ANTIC BOU EVARD (STAT ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANS ER MAP SECTION 72100
............
S89 °30 6 VI/ 47.80'
4' HIGH 3 RAIL FENCE WITH POSTS g ro'
O.G. ALONG R/W,
WRAP 3 RAIL FENCE TO 20 FT FRONT
PARD LIMIT
LANDSCAPE CALCULATIONS:
TOTAL AREAS:
ZONING:
COMMERCIAL
s :.
16,599 SF.
1016 VUA REQ. LANDSCAPE AREA
1,660 Sr-.
TRIANGLE ...
12" OAK
2516 OF 1016 VUA REQ. SHRU5 AREA:
15.... PALM ....._,.
4" CEDAR
423 SF.
SECTION 656.1210 1016 OPEN SPACE REQUIREMENT
16" K 25' SICxI-IT
6"
AK
14" LIVE OAK ,..
16 PALM
25,088 SF.
PERIMETER AREA REQUIREMENT 5REAKDOWN
16" CT1�P.)
PAL
„
15 LIVEOAK
0
15 SF. / L.F. = 15' x 168.50 L.F.
TREES REQUIRED:
AREA REQUIRED:
2,512.5 SF.
AREA PROVIDED:
31548 Sr-.
_
16" ;LIVE OAK
_
SWING GATE _ C IN�JA.)
.
1,815 Sr-.
6" OAK FT WOODEN FENCE
2,541 SR
PERIMETER AREA EAST SIDE:
14" OAK _ __
5' SF. / LF. = 5' x 291.18 L.F.
i
.a
..N
x
1,151 SF.
PERIMETER AREA WEST SIDE:
289.16 SF.
5' S.F. / LF. = 5' x 289.16 LF.
,c1)U
6» OAK�5' SIDE (15' COM5INED)
1,449 S.F.
AREA PROVIDED:
36"' LIVE OAK
(945.7.�
BUILDING RESTRICTION
L INE
x
9" OAK
16", 23" LIVE OAK
POND
9" PALM
14 P A! M�
16" LIVE: OAK x
6 FT WOODEN FENCE
....:..........
`" CRUSHED
4) YO
_...
,�— STONE
„
18 PALM
.. BU RFACE
...
x
-
-
2
„
14 PALM
....,
, .....................LJN
3
ZONING ACG
1) U
(8) Y
LM
15" PALM
x
13" OAK
(1) QS...
26 LIVE OAK
3
x
23"
OAK
}
�I
��
Q:
15" PALM
x
„
24 LIVE
OAK 45" LIVE OAK
: :�
L.
1) UAF
Q0
C6
co x
N
R
Q)
0)
� I
X
X
ZONING ACG x
X
X
x
5' SIDE C15' COMBINED) -�
BUILDING RESTRICTION
L INE x
18" PALM
14" PALM I
START ro FT WOODEN —�
FENCE
20' FRONT BUILDir
RESTRICTION LINE
ATLANTIC ANTIC BOU EVARD (STAT ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANS ER MAP SECTION 72100
............
S89 °30 6 VI/ 47.80'
4' HIGH 3 RAIL FENCE WITH POSTS g ro'
O.G. ALONG R/W,
WRAP 3 RAIL FENCE TO 20 FT FRONT
PARD LIMIT
LANDSCAPE CALCULATIONS:
TOTAL AREAS:
ZONING:
COMMERCIAL
V.U.A. PUBLIC AREA:
16,599 SF.
1016 VUA REQ. LANDSCAPE AREA
1,660 Sr-.
LANDSCAPE AREA PROVIDED:
3,841 SF.
2516 OF 1016 VUA REQ. SHRU5 AREA:
415 S.F.
SHRU5 AREA PROVIDED:
423 SF.
SECTION 656.1210 1016 OPEN SPACE REQUIREMENT
TOTAL AREA:
55,440 SF.
10% AREA REQUIRED
5,540 Sr-.
1016 AREA PROVIDED
25,088 SF.
PERIMETER AREA REQUIREMENT 5REAKDOWN
PERIMETER TREES SOUTH SIDE:
PERIMETER AREA NORTH SIDE:
168-50 LF.
15 SF. / L.F. = 15' x 168.50 L.F.
TREES REQUIRED:
AREA REQUIRED:
2,512.5 SF.
AREA PROVIDED:
31548 Sr-.
PERIMETER AFi EA SOUTH SIDE:
121 LF.
15' SF. / LF. = 15' x 121 L.F.
AREA REQUIRED:
1,815 Sr-.
AREA PROVIDED:
2,541 SR
PERIMETER AREA EAST SIDE:
291.18 LF.
5' SF. / LF. = 5' x 291.18 L.F.
AREA REQUIRED:
1,458.9 SF.
AREA PROVIDED:
1,151 SF.
PERIMETER AREA WEST SIDE:
289.16 SF.
5' S.F. / LF. = 5' x 289.16 LF.
AREA REQUIRED:
1,449 S.F.
AREA PROVIDED:
2,318 S.F.
PERIMETER AND INTERIOR TREE REQUIREMENT BREAKDOWN
V.U.A. PUBLIC AREA:
INTERNAL LANDSCAPE:
1 TREE / 4000 Sr-. = 15,603 SF. / 4,000 SF.
TREES REQUIRED:
4
TREES PROVIDED:
5
SITE LANDSCAPE:
1 TREE / 8000 SF. = 55,440 SF. l 8,000 SR
TREES REQUIRED:
1
TREES PROVIDED:
30
PERIMETER TREES NORTH SIDE:
1685 Lr-
-I TREE / 50 LF.
TREES REQUIRED:
4
TREES PROVIDED:
4 Existing
PERIMETER TREES SOUTH SIDE:
1538 LF.
1 TREE / 50 LF.
TREES REQUIRED:
2
TREES PROVIDED:
2 existing
PERIMETER TREES EAST SIDE:
1 TREE / 50 LF.
TREES REQUIRED:
TREES PROVIDED:
PERIMETER TREES WEST SIDE:
1 TREE / 50 LF.
TREES REQUIRED:
TREES PROVIDED:
133 LF.
3
3 existing
295 LF.
6
4 existing, 2 planted
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General Notes and Specifications
1. Prior to construction the landscape contractor shall be responsible for locating
all underground utilities and shall avoid damage to all utilities during the
course of the work. The landscape contractor is responsible for repairing any
and all damage to utilities, structures, site appurtenances, etc., which occurs
as a result of the landscape construction.
2. When conditions detrimental to plant growth are encountered, such as rubble
fill, adverse drainage conditions or obstructions, notify owner's representative
before planting.
3. All plants must be healthy, vigorous material, free of pests and disease.
4. All trees, palms, and shrubs shall be grade "Florida Fancy" per Grades and
Standards For Nursery Plants (parts one and two), available through Florida
Dept. of Agriculture and Consumer Services.
5. All plant material must be approved by the Landscape Architect before
the plant material is installed.
6. Any changes to the plant material (size, type, etc..), irrigation or any other deviations
from the plans must be approved by the Landscape Architect
prior to the change being implemented by the contractor. The contractor
must provide written proof of authorization for any changes.
7. All plants to be field grown or container grown as indicated on plant list.
Store plants in shade and protect from weather. If plants cannot be planted
immediately upon delivery, properly protect them with soil, wet peat moss,
or,in a manner acceptable to owner's rep. Do not remove container grown stock
from containers until planting time. Protect roots of plant from drying or
other possible injury. Keep plant ball moist at all times.
8. All plants shall be triangular spaced.
9. Obtain agronomic soils test for all planting areas and tree pits prior
to excavation of tree pits. Tests shall be performed by an approved soils testing
laboratory and shall include fertility and suitability analysis with written
recommendations for soil amendments, fertilizer and chemical conditioner application
rates for soil preparation, planting backfill mix, and post maintenance fertilization
program. Submit a copy of soils report to owner's rep. and landscape architect.
10. Add soil amendments as recommended by soil test in quantities necessary to bring
soil mixture to pH rating of between 5.5 and 6.0. Minerals used for pH correction
shall be commercially produced for this purpose.
11. All plants and planting areas must be completely mulched as specified with
three (3) inches of organic mulch. Provide 4" minimum clearance of mulch from all
shrub trunks and 6" minimum clearance from all tree trunks.
12. The landscape contractor is responsible for verifying all quantities shown on
these plans, before pricing the work.
13. The planting shall be done in accordance with acceptable horticultural practices.
This is to include proper planting mix, plant and tree pit preparation, pruning,
staking or guying, wrapping, spraying, fertilization, planting, and adequate
maintenance throughout the required maintenance period.
14. The landscape contractor is responsible for fully maintaining all planting
(including but not limited to: pruning, watering, fertilizing, cultivating,
weeding, mowing, mulching, tightening and repairing of guys, resetting plants
to proper grade or upright position, restoration of plant saucer, and furnishing
and applying such sprays as necessary to keep free of insects and diseases. The
landscape contractors responsibility for maintenance (exclusive of replacement
within the guarantee period) shall terminate one year from the date of final
acceptance by owner and landscape architect.
15. All trees, palms, shrubs and plant material shall be warranted for a period of one
year after date of completion and acceptance of the entire project Final acceptance
of all landscaping under this contract shall constitute the beginning of the guarantee
period. Replace, in accordance with the drawings and specifications, all plants that
are dead or, as determined by the owner's representative, are in an unhealthy or
unsightly condition, and have lost their natural shape due to dead branches, or other
causes due to the contractor's negligence. Furnish and plant replacements which
comply with requirements shown and specified. Warrant all replacement plants for one
year after installation. The cost of such replacement(s) is at the contractor's expense.
16. All plants are subject to approval by the owner's representative. Prior to planting,
all trees and palms must be approved by the owner or owner's rep.
17. Standards set forth in "American Standard for Nursery Stock" represent guideline
specifications only and shall constitute minimum quality requirements for plant
material.
18. At the conclusion of this planting, if the owner's rep. or owner has reason to
believe that the plants are not of the specified grade, he will request a re—grading
or inspection, and such evidence will be the basis for requesting replacement of
plants and for legal or other action according to law, should this become necessary.
19. All planting beds to be treated with pre—emergent weed control prior to planting.
20. Contractor is to check the site weekly to insure
all plant material is healthy and well watered.
21. All disturbed areas to be sodded or seeded Argentine Bahia as noted.
LAWN AREA
VO 72 Wa It re Viburnum Viburnum obovatum 3' O.C. 24" ht. x 24" s d. minimum full 4 dense Native 648 s.f.
Seed t.b.d. Arg rtine 5ahia Grass Tota I s.f. = 648 s.f.
Native s.f. = 648 s.f.
Native % = 1009'6
CONTRACTOR TO VERIFY ALL QUANTITIES
NOTES:
1. MULCH ALL PLANTING BEDS WITH 3" ORGANIC MULCH.
2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ZOYSIA SOD.
3. ALL PLANT MATERIAL TOBE LORIDA NO. 1 QUALITY OR BETTER.
4. NO SUBSTITUTIONS WITHOU PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
5. ALL TREES AND PLANTS SHA L MEET MINIMUM SPECIFIED SIZES IN INCHES AND FEET, REGARDLESS OF CONTAINER SIZE
INDICATED. WHERE DIFFERREN ES OCCUR, THE LARGER SPECIFICATION SHALL PREVAIL.
6. ALL CALIPER SIZES MUST BE MET
7. CONTRACTOR TO VERIFY ALL QUANTITIES
ORDINANCE CHAPTER 366 SCHEDULE
MARCH -NOVEMBER (DAYLIGHT SAVING
- NO WATERING FROM 10AM TO 4 F
- ODD NUMBER ADDRESSES OR T
WITH N -Z OR NO ADDRESS MAY
WEDNESDAY AND SATURDAY
- EVEN NUMBER ADDRESSES OR 1
WITH A -M MAY WATER ON THURS.
- NON-RESIDENTIAL ADDRESSES t
ON TUESDAY AND FRIDAY
- APPLY UP TO - INCH OR LESS
EACH CYCLE
GUY WIRE 12 GA_
ANNEALED GALV. STEEL
TURNBUCKLE (GALV.)
MULCH (3" MIN.
EARTH SAUCER
w
C
PAVEMENT i
(TYPICAL) —
SOIL AND ROOT
LANT SCHEDULE
TOPSOIL
AS SPECIFIED
SYMBOL QUANTITY
COMMON
NAME
LATIN NAME
SPACING
SPECIFICATIONS
% NATIVE
TREES
0000
QV 3
Shum
9rd Oak
Quercus shumardii
AS SHOWN
3" ca I. 10 - 12' ht. , 5' - 6' slod.
5096 native
UP 3
Flori
a Elm
Ulmus americana 'Floridana'
AS SHOWN
2" cal. 10 - 12' ht. , 5' - 6' s d.
5096 native
WR 4
Was
in tonia Pa Im
Washin Ionia robusta
AS SHOWN
14" caliper, 26' over all height, no boots, straight trunk
Not native
SHRUBS AND GROUNDCOVER
• ..
•
'•
609'1 native trees total
VO 72 Wa It re Viburnum Viburnum obovatum 3' O.C. 24" ht. x 24" s d. minimum full 4 dense Native 648 s.f.
Seed t.b.d. Arg rtine 5ahia Grass Tota I s.f. = 648 s.f.
Native s.f. = 648 s.f.
Native % = 1009'6
CONTRACTOR TO VERIFY ALL QUANTITIES
NOTES:
1. MULCH ALL PLANTING BEDS WITH 3" ORGANIC MULCH.
2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ZOYSIA SOD.
3. ALL PLANT MATERIAL TOBE LORIDA NO. 1 QUALITY OR BETTER.
4. NO SUBSTITUTIONS WITHOU PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
5. ALL TREES AND PLANTS SHA L MEET MINIMUM SPECIFIED SIZES IN INCHES AND FEET, REGARDLESS OF CONTAINER SIZE
INDICATED. WHERE DIFFERREN ES OCCUR, THE LARGER SPECIFICATION SHALL PREVAIL.
6. ALL CALIPER SIZES MUST BE MET
7. CONTRACTOR TO VERIFY ALL QUANTITIES
ORDINANCE CHAPTER 366 SCHEDULE
MARCH -NOVEMBER (DAYLIGHT SAVING
- NO WATERING FROM 10AM TO 4 F
- ODD NUMBER ADDRESSES OR T
WITH N -Z OR NO ADDRESS MAY
WEDNESDAY AND SATURDAY
- EVEN NUMBER ADDRESSES OR 1
WITH A -M MAY WATER ON THURS.
- NON-RESIDENTIAL ADDRESSES t
ON TUESDAY AND FRIDAY
- APPLY UP TO - INCH OR LESS
EACH CYCLE
GUY WIRE 12 GA_
ANNEALED GALV. STEEL
TURNBUCKLE (GALV.)
MULCH (3" MIN.
EARTH SAUCER
w
C
PAVEMENT i
(TYPICAL) —
CULTIVATED SOIL —' .' ;
,r
UNDISTURBED SOIL
1/2" "EDGER"
SMOOTH, CLEAN &
PARALLEL TO
PAVEMENT
NOTE:
INSTALL SOD SUCH THAT TOP OF
SOIL & ROOT LAYER IS LEVEL
WITH TOP OF PAVEMENT
GUY WIRE
'- T 001 001: :s0Is]'f�
LIMIT OF MULC
AND IRRIGATION REQUIREMENTS:
5 TIME) NOVEMBER - MARCH (STANDARD TIME)
I - NO WATERING FROM 10 AM TO 4 PM
,OSE ENDING - ODD NUMBER ADDRESSES, OR THOSE ENDING
ATER ON WITH N -Z OR NO ADDRESS MAY WATER ON
SATURDAY
40SE END ING - EVEN NUMBER ADDRESSES OR THOSE END iNG
NND SUNDAY WITH A -M MAY WATER ON SUNDAY
AY WATER - NON-RESIDENTIAL ADDRESSES MAY WATER
ON ONLY ON TUESDAY
�F WATER - APPLY UP TO J - INCH OR LESS OF WATER
Q
m
P L "A' N I I
ONE TiME PER WEEK.
1/2" RUBBER HOSE
ROOT BALL TO BE FLUSH WITH
�— EXISTING GRADE.
MULCH 6" CLEAR AROUND
TRUNK AND TAPPERED.
2"X4"X3' STAKE
—'REMOVE TOP 1/3 BURLAP
PREPARE PLANTING MIX
PER SPECIFICATION
COMPACTED PLANTING MIX
PREPARED PLANTING MIX
EARTH SAUCER
D� E___�
`e.�;,r . � � L
TURNBUCKLE
M,yLCH 3" MIN.) DEPTH
4 C LEA
FROM TRUNK —�
GRADE
DEPTH VARIES
WITH PLANT —�
FOUR STAKES SECURED AROL
TRUNK WITH THREE BANDS OF
GALVANIZED STEEL WiRE,_
FLAGS—,
SAUCER - LOWER THE FINISH
GRADE OF SOIL PLANT MIX,
TO HOLD WATER
GUY WIRE
211X411
STAKE%
SPACING
1/2 D D
PREPARE PLANTING MIX
PER SPECIFICATION
EXCAVATE AND PREPARE
ENTIRE PLANTING BED
TRENCH EDGER
_`0 V E R P L /LA
S H R, lu R 0 U NO C I ,,, N G L E i AiL_
GUY WIRE 12 GAUGE
ANNEALED GALVANIZED
STEEL OR 2"X4" LEAN TO
TOP OF ROOT BALL FLUSH
WITH PLANTING SOIL AND EXISTiNG'GRADE
PREPARE PLANTING
Mix PER SPECiFi-
CATION
COMPACTED PLANTING MIX
PLANTING MIX
FLAGS
P I ' E ANTING DE T Al L
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CULTIVATED SOIL —' .' ;
,r
UNDISTURBED SOIL
1/2" "EDGER"
SMOOTH, CLEAN &
PARALLEL TO
PAVEMENT
NOTE:
INSTALL SOD SUCH THAT TOP OF
SOIL & ROOT LAYER IS LEVEL
WITH TOP OF PAVEMENT
GUY WIRE
'- T 001 001: :s0Is]'f�
LIMIT OF MULC
AND IRRIGATION REQUIREMENTS:
5 TIME) NOVEMBER - MARCH (STANDARD TIME)
I - NO WATERING FROM 10 AM TO 4 PM
,OSE ENDING - ODD NUMBER ADDRESSES, OR THOSE ENDING
ATER ON WITH N -Z OR NO ADDRESS MAY WATER ON
SATURDAY
40SE END ING - EVEN NUMBER ADDRESSES OR THOSE END iNG
NND SUNDAY WITH A -M MAY WATER ON SUNDAY
AY WATER - NON-RESIDENTIAL ADDRESSES MAY WATER
ON ONLY ON TUESDAY
�F WATER - APPLY UP TO J - INCH OR LESS OF WATER
Q
m
P L "A' N I I
ONE TiME PER WEEK.
1/2" RUBBER HOSE
ROOT BALL TO BE FLUSH WITH
�— EXISTING GRADE.
MULCH 6" CLEAR AROUND
TRUNK AND TAPPERED.
2"X4"X3' STAKE
—'REMOVE TOP 1/3 BURLAP
PREPARE PLANTING MIX
PER SPECIFICATION
COMPACTED PLANTING MIX
PREPARED PLANTING MIX
EARTH SAUCER
D� E___�
`e.�;,r . � � L
TURNBUCKLE
M,yLCH 3" MIN.) DEPTH
4 C LEA
FROM TRUNK —�
GRADE
DEPTH VARIES
WITH PLANT —�
FOUR STAKES SECURED AROL
TRUNK WITH THREE BANDS OF
GALVANIZED STEEL WiRE,_
FLAGS—,
SAUCER - LOWER THE FINISH
GRADE OF SOIL PLANT MIX,
TO HOLD WATER
GUY WIRE
211X411
STAKE%
SPACING
1/2 D D
PREPARE PLANTING MIX
PER SPECIFICATION
EXCAVATE AND PREPARE
ENTIRE PLANTING BED
TRENCH EDGER
_`0 V E R P L /LA
S H R, lu R 0 U NO C I ,,, N G L E i AiL_
GUY WIRE 12 GAUGE
ANNEALED GALVANIZED
STEEL OR 2"X4" LEAN TO
TOP OF ROOT BALL FLUSH
WITH PLANTING SOIL AND EXISTiNG'GRADE
PREPARE PLANTING
Mix PER SPECiFi-
CATION
COMPACTED PLANTING MIX
PLANTING MIX
FLAGS
P I ' E ANTING DE T Al L
i�L_ I
CA
N
N
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QC
O
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U
1u
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