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2 STORY METAL BUILDING 2 STORY METAL BUILDING
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LAND AI1TY PLGNRE
COIUA`ANITY PLANN1Nu
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URBAN DE81GN
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PLOPoDA IAC N0. 1160
GEORGIA REG. NO.110 660
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----------------———--———-- — — — --�
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PROTECTION
OP TREES DURING CONSTRUCTION
All protected tree.,
for tree
.served urderstory vegetation, and tress retained
Sec. 83Dbb,
credit pun
during any land clear
nt to .hall be protected rram fni'"
ng and contraction pro—as in the following manner:
A A temporary bart
er .halt be constructed to prevent diaturbance of the Boll a
minimum of six (6
percent of the a
feat Man the truric at arrnnlI point of an area eeqqual to fifty (50)
as within the drip line. The berrlers .Fall remafn In
oughout const
place
tion.
B. The developer
II not cause or allow the cleaning of equipment, storage or
disposal of MJterl
Its Or waste materials such as paints, solvents, asphalt, concrete,
mortar or amI o
material that may endanger the health of treeo or vegetation
within the drip II
of protected tree..
C. The protected areashell
be maintained at its orfglnal grade with no, trenching a
cutting of any r
In no avant .Fall I
to, and there .halt be no storage of illi ar campactlon of —5.
otarized vehicle. or equipment be allowed to on or vaveree
that area within th.
park
drip line r .he
OF protected trees, nor any dirt or Othermat-lal6
be stored within
barrier..
D. No attad-meat, win
(other than protective guy wire.), signs or permit. .hall ba
Fastened to a v
5ABAL PALMETTO
E. All clearing and S
lobirq within protected tree. area will badons with hand tools only.
F. All root systems
teras the pr tectlVa redl- which oea.:r In arose OF proposed
I"pr ovamanta .Fall
be pruned by a qi-llfr�d von Burgeon prl- to axcavaticn.
G. Developer..Fall
oat algga governing +— removal. Tlhs aign &FssI[ be not lase
than two (2) Feet
&j two (2) feat In size and "it contain ti- foll—fng:
PROTECTED TREES
ALL TREES MARKED TO BE SAID ARE PROTECTED BY CITY
OF ATLANTIC BEACI4 LAND DEVELOPMENT CODE. ANY PERSON
DAMAGING ANY MARKED TREES WILL BE SUBJECT UP TO A FINE
OF UP TO s 50.00 PER DAY AND A STOP WOrRI< ORDER
H. 5tendarde For pr, tection or tree.. cn dl.turbad alta. are contained In the publlcati—,
Tree Protection meal For Buildar> and D—Ia per., published 'oy the Florida
DDepartment OF Ag I—it— ar,d Cona:_mer Scrvfcaa, PrintincI Data February 2001 and
Ve liable ttrough he Florida Departnant aF Agrialture, DIv1>lon of Forestry.
PLANT 5CNEDUL
COAG COMMERCIAL LOT DEVELOPMENT
1 TREE /8000 SP
TOTAL LOT SIZE: D4,230 5F
TOTAL NO. 4' TREES REWIRED - l
TREE MITIGATION CALCULATIONS
TOTAL I:I LIVE OAK INCHES REMOVED - 38'
TOTAL I:I LVE OAK INCHES PROTECTED - 136'
TOTAL Id LIVE OAK INCHES PLANTED - 24'
TOTAL 3:1 HARDWOOD TREE INCHES REMOVED - 355'
TOTAL 3:1 TREE INCHES REWIRED - 112'
TOTAL 3:1 TREE INCHES PROTECTED - 281'
TOTAL PALM INCHES REMOVED - 91'
TOTAL. PALM INCHES RELOCATED - 139'
TOTAL PALM INCHES PROTECTED - 103'
0 TREE TO REMAIN
X TREE TO BE REMOVED
R
® PALM TO BE RELOCATED
QTY.
KEY
COtINGt•1
AME
BOTANICAL NAME
SIZE
HEIGHT
SPREAD
REMARKS
3
QV I
LIvE OAK
CUERCU5 VIPGINIANA
4'_4 1/2' CAL.
14' - lb'
l - 3'
FULL, STRAIGHT, MATCH1N,,
3
ul--i
WASf-IINGT
IA PALM
WAS441 • sTCNIA R05USTA
14' CAL
26' OA
l' - 3
P.LL, 61`r KNT, NO c OTS
o
CP
CA55AGE
ALM
5ABAL PALMETTO
VARIES
VARIES
T' - V
e�LxATE' C -31TE A3 3W`
2
C5
CRINUM r IL
CRINLI-1 SPECIES
13 -GAL
30' _ 36'
30'
FULL, 5F'ECIMAI, 9 LE,^ -F MIFL
41
VO
°..U.EET V15U
4-JUM
Vl5UFNk.Z-1 ODORAT1881Ufl
3 -GAL
241- 30'
13'
FULL
56
LJ
GLOSSY LIC
L15rR-M
LICU5TFi..I JAF-NICA
3-1AL
24'
16'
FULL
Ev
BPJ
BLUE PACT
C; JUNL ER
A.NIPERI5 CHINEN515'BLUE PACIFIC 3 -GAL
24'- 30'
18'
FULL
10
MC
MUHL7 GRA
55
MRIHLENBE,YsiA CAPILLARI5
I -GAL
12' - 14'
3"
FULL
43
LC
1'ELL CW LA
ITARA
LANTANA CAMARA
I -C -AL
3' - 10•
12'
RILL
SOD
BAHIA G
PA5PALUZ I NOTAII'M
16' x 24'
FFE5H
_ VEGETATIVE HEAD, l' - 9'
4 CANES, 5' CLEAR ndW
iAUCER FOR WATERING, APPLY
'INE5TRAW MLC44
MIX, TAMP AND WATER
ni n r� All Mie.
MULTI-TRUiN< TREE PLANTING- DETAIL
C�ROUNDCOVER PLANTING- DETAIL
CONTRACTOR TO BE AWARE
OF POSSIBLE UTILITIES IN AREA
CALL FOR LOCATES BEFORE DIGGING
NT5
F REMOVE VINES AND DEAD
WOOD FROM TREE. REMOVE
SUCKERS, BROKEN AND
f118SHAPENED LIMBS TO 12'.
ERECT WOODEN OR EROSION
NET TREE BARRICADE, 42' HT.
AROUND ENTIRE TREE D. _IN
DO NOT DISTURB GRADE
WITHIN DRIPLINE
DO NOT STORE MATERIAL5
DEBRIS, OR DISTURB 8,011
-
WITHIN X 4 DRIPLINE POST, TREE
2 14 FENCE G.A b' O.C.
W/ I X 4 RAILING, A5 614GItI.1
EXISTING TREE PROTECTION BARRICADE
NT5
TIE FR�YND3 VERTICALL7, REMOVE
FR111T F'005
✓MOVE 1/2 FRC N05, CLEAN-UP
F:iCT ID BA5c8
CA59A6E PALMS UNDER 16' CF _LiNIF, f4 -fLY CLEAVED -UP BOOT EC,AIS
DO NOT NEED CABLING OR STAYS CN TFai K
(3) 3AW STEEL CABLE W/ HOF_ WRAP,
TU'iZ Lc=: ' E MID MO5ILE4C't1-=
A1C440R, + DEPTH - 120. 5P(�EAD
4' W5H SAUCER W/ 4' MNESTRAU MLLCH
- RAISED GRADE U"ERE POSSIBLE
NTSrtl V BACKFILL MIX ASSPECIFIED. T'NiP AND
WATER INTO PLACE
SET ; .00T3ALL r4 UNDISTURBED 301L.
CONTRACTC.Y. TO 3E AWAPH MCI, 30' ROOTBALL DWT= -TER
OF P0551DLE UTILITIES IN A,,: -:.A
CALL FOR LOCATES BEFCFZ- DIC.GIWI
LEADER PALM PI ANTIN( DETAIL
_ FULL CAN-f'Y WITH
STRAIGH-T TFa-K
FOR TREES 2'. CALIBER
STAKE TREE W/ 12 GA. WIFE:,4ND
HOSE 120AROUND TREE WITH
P.T. WOOD,2 X 4 STAKES
4' PINE5TR4W MNLCH
EARTHEN DISH TO HOLD WATER
INSTALL PLANT AT LEVEL GRADE
SPECIFIED PLANT MIX
TAMP AND WATER IN TO
REMOVE AIRPOCKETS
EXISTING TOPSOIL FREE
OF LIMEROCK AND DEBRIS
TREE PLANTING DETAIL
NTS
OVE CONSTRUCTION
5EISR15 FRO"' PLANT 5�[)
p� 'sPL,4-,[r AT I EVEL GM4]
`i ♦,)fr.
Ij-� firTAMP AND WATER IN
AIR TS
SPECIFIED PLANT MIX
ROTO -TILLED INTO SOL.
EXISTIM TOPSOIL -
PLANTING DETAIL
NTS
_Q0,0o,,
EUTPENICS
STUD IC
LAND ARCHITECTURE
0O1` UNITY PLANNING
URBAN DESIGN
904 246 6219
904 241 8302 fax
kellma --oaetnet
FLORIDA REG. NO. 160
GEORWA REG. NO. 660
SEA
Vl
U
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73 ut -A
d If
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SHEET TITLE
PLANTING
DETAILS
MITIGRATION
TABLES
DATE ISSUED
JUNE II, 2014
REVISIONS
ALE
I' O
20'
NORTH
SHEET
L3 5
REMOVE ALL GGNSTFQIGTIGN
DEBRIS FROM PLANT BED
PF VIDE POSITIVE DRAINAGE
3' PINE3TRAA MULCH
/
PLAN'C AT LEVEL GRADE
t �
S�CIFPLANT MIX
TQ
-IED
R0
ROTO-fILLFD INTO SOIL
-XISTING TCP9oIL FREE
Cl- LIMEROCK A7D DE5RI5
C�ROUNDCOVER PLANTING- DETAIL
CONTRACTOR TO BE AWARE
OF POSSIBLE UTILITIES IN AREA
CALL FOR LOCATES BEFORE DIGGING
NT5
F REMOVE VINES AND DEAD
WOOD FROM TREE. REMOVE
SUCKERS, BROKEN AND
f118SHAPENED LIMBS TO 12'.
ERECT WOODEN OR EROSION
NET TREE BARRICADE, 42' HT.
AROUND ENTIRE TREE D. _IN
DO NOT DISTURB GRADE
WITHIN DRIPLINE
DO NOT STORE MATERIAL5
DEBRIS, OR DISTURB 8,011
-
WITHIN X 4 DRIPLINE POST, TREE
2 14 FENCE G.A b' O.C.
W/ I X 4 RAILING, A5 614GItI.1
EXISTING TREE PROTECTION BARRICADE
NT5
TIE FR�YND3 VERTICALL7, REMOVE
FR111T F'005
✓MOVE 1/2 FRC N05, CLEAN-UP
F:iCT ID BA5c8
CA59A6E PALMS UNDER 16' CF _LiNIF, f4 -fLY CLEAVED -UP BOOT EC,AIS
DO NOT NEED CABLING OR STAYS CN TFai K
(3) 3AW STEEL CABLE W/ HOF_ WRAP,
TU'iZ Lc=: ' E MID MO5ILE4C't1-=
A1C440R, + DEPTH - 120. 5P(�EAD
4' W5H SAUCER W/ 4' MNESTRAU MLLCH
- RAISED GRADE U"ERE POSSIBLE
NTSrtl V BACKFILL MIX ASSPECIFIED. T'NiP AND
WATER INTO PLACE
SET ; .00T3ALL r4 UNDISTURBED 301L.
CONTRACTC.Y. TO 3E AWAPH MCI, 30' ROOTBALL DWT= -TER
OF P0551DLE UTILITIES IN A,,: -:.A
CALL FOR LOCATES BEFCFZ- DIC.GIWI
LEADER PALM PI ANTIN( DETAIL
_ FULL CAN-f'Y WITH
STRAIGH-T TFa-K
FOR TREES 2'. CALIBER
STAKE TREE W/ 12 GA. WIFE:,4ND
HOSE 120AROUND TREE WITH
P.T. WOOD,2 X 4 STAKES
4' PINE5TR4W MNLCH
EARTHEN DISH TO HOLD WATER
INSTALL PLANT AT LEVEL GRADE
SPECIFIED PLANT MIX
TAMP AND WATER IN TO
REMOVE AIRPOCKETS
EXISTING TOPSOIL FREE
OF LIMEROCK AND DEBRIS
TREE PLANTING DETAIL
NTS
OVE CONSTRUCTION
5EISR15 FRO"' PLANT 5�[)
p� 'sPL,4-,[r AT I EVEL GM4]
`i ♦,)fr.
Ij-� firTAMP AND WATER IN
AIR TS
SPECIFIED PLANT MIX
ROTO -TILLED INTO SOL.
EXISTIM TOPSOIL -
PLANTING DETAIL
NTS
_Q0,0o,,
EUTPENICS
STUD IC
LAND ARCHITECTURE
0O1` UNITY PLANNING
URBAN DESIGN
904 246 6219
904 241 8302 fax
kellma --oaetnet
FLORIDA REG. NO. 160
GEORWA REG. NO. 660
SEA
Vl
U
Q
�o �o
73 ut -A
d If
_E m
U z�
L 1 Q
Q
q Q
I—
SHEET TITLE
PLANTING
DETAILS
MITIGRATION
TABLES
DATE ISSUED
JUNE II, 2014
REVISIONS
ALE
I' O
20'
NORTH
SHEET
L3 5
4' BLACK ALUMINUM PICKET FENCE
CORE A 6' SEWER LATERAL
cvsnvc INTO EXISTING MANHOLE
nac Nroanar
WEST IST STREET (50" R/W)
CONNECT TO EXISTING I" -. --- -- ---- � e. " 10 REAR BUILDING .} .� a 24' WHITE STOP BAR AND
WATER SERVICE "'T H i" RESTRICTION LINE - - �36 STOP SIGN (RI -1)
RPZ BACKFLOW FIRE TER
(WITH FREEZE PROTECTION) - _ �` - ---
VERIFY LOCATION OF SEWER MAINS
' N89303 'E 190.50' - PRIOR TO START OF CONSTRUCTION
25' SIGHT
y
a �
TRIANGLE (TYP.)
g ELECTRIC DROP
PATH OF WATER S R T_�• aa,. �' x 12' SWING GATES
�. ADJUSTED TO _
AVOID TREE ROOTS 1p , -�-5' SIDE (15' COMBINED)
Ir BUILDING RESTRICTION LINE
,�i i•I' 6" PVC SEWER
POND LATERAL 0 5=0.67
6' CHAIN LINK FENCE I' .
DOWN SIDE PROPERTY LINES
COQUINA -
50
SURFACE
NWL 5.0/
�. TOB 8.0.
CONCRETE— E.
FLUSHD
6"
i Y' GATE VALVE ,� COVERED CLEANOUT 5.
{ 56 PORCH. -
A" �I
�o I - •'� I a' IRRIGATION WEJ_
6' CLEANOUT N --�r— . ,,,❑��
PACKING & I UNDERGROUND
5'x5' CONCRETE _ GAS TANK
f— - PADS DISTRIBUTION_
�_
BUILDING
rn (30'x42')
COVERED
p PORCH
COVERED TRANSFORMER PAD
2
..... ._. ._. _. `-BREEZEWAY
_.. __.-.�• - -..... -[F• -_.. `4� 6' CHAIN LINK FENCE
RETAI LIKITCH EN/DIS PLAY C r' WATER SUPPLY Dowty SIDE PROPERTY LINES
BUILDING ENTRY LOCATION
(36'x 48') I l-
7 J
jCCQUINA�
€
SURFACET
6' SIDEWALK \
5 SIDE COMBINED)—�
BUII DING REST
RICTION LINE �
I 24 LF OF DOUBLE
YELLOW CENTERLINE
6' WHITE EDGE LINA— d
P TO R W LINE TYP. _ n
20' FRON TBUILDING N89'4045'W 74273' A •' c
RESTRICTION
EXTENTOF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON
EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
24" STOP BAR AND 36" STOP SIGN (Rt -1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT
NEW DRIVEWAY AN REPLACE WITH
6" WHITE SKIP LINE
ATLANTIC BOULEVARD (STATE ROAD NO. 10)
RICHT OF WAY VARIES PER FOOT R/W TRANSFER MAP SECON 72100
4' BLACK ALUMINUM PICKET FENCE
SIDEWALK RAMP PER FOOT INDEX 304, DETAIL
CR -21 WITH TACTILE WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK
STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND
CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH
6' CONCRETE SECTION AS SHOWN, 29 MAX. SLOPE
TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK
AND RADIUS RETURN PER FOOT STANDARDS.
SITE DATA SUMMARY:
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT -20', SIDE- 5'(15'COMBINED), REAR -10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA = 1.27 ACRES 55,440 SF 100
BUILDING AREA = 0.23 ACRES 10,044 SF 18.1
CONCRETE PAVEMENT AREA = 0.08 ACRES 3,421 SF 6.2%
COQUINAAREA = 0.39 ACRES 16,978 SF 30.6%
REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 12
N
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, F.E.
REG. NO. 56619
0
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O < V ¢ r
SHEET
3
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13
O
GREENHOUSE
(63'x
6500 SFi
SECURITY ROLLING GATE TO BE
-=
OPEN DURING BUSINESS HOURS
i
AND SHALL BE OPENED FROM
THE INSIDE OF THE FACILITY
'
4' BLACK ALUMINUM PICKET FENCE
SIDEWALK RAMP PER FOOT INDEX 304, DETAIL
CR -21 WITH TACTILE WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK
STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND
CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH
6' CONCRETE SECTION AS SHOWN, 29 MAX. SLOPE
TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK
AND RADIUS RETURN PER FOOT STANDARDS.
SITE DATA SUMMARY:
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT -20', SIDE- 5'(15'COMBINED), REAR -10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA = 1.27 ACRES 55,440 SF 100
BUILDING AREA = 0.23 ACRES 10,044 SF 18.1
CONCRETE PAVEMENT AREA = 0.08 ACRES 3,421 SF 6.2%
COQUINAAREA = 0.39 ACRES 16,978 SF 30.6%
REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 12
N
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, F.E.
REG. NO. 56619
0
C
< ¢
< cv
O < V ¢ r
SHEET
3
RETAI L/KITCHEN/D [SPLAY
BUILDING
(36'x 48')
� a
900
N89.40'45"W 742.73"
ATLANTIC BOULEVARD (STATE ROAD NO. 10)
RICHF OF WAY VARIES PER FOOF R/W TRANSFER MAP SECnON 72100
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
ST -8
MES
V4 7
V4
1
YARD DRAIN
I
�Il
TOP EL o.50
I V EL ".50
1I1;
r
ST —4
TYPE "C" INLET
,I
TOP EL. 8.00
INV -EL. 3.40 (S)
:
INV, EL. 3.60 (N)
SAGE
.`
(TYP.)
IED
x 301
CLEANOUT
-
(TYP.)
FDOT GENERAL NOTES:
•
All work p,do—d within the Fl,n da Depann" ,I of T porn — Righ-f-Woy,hall conform m the most current edition
of the fallow p 61 ,
Standard Sp 1 t fin R , d- d B -d, C ---ion (Current E.dikh edition).
FDO'L Sr d J I &,(C tE _ash Edrtn)
FDOT PI P p \!ant I C Edition)
FDOT Flexible P,—mcnt Desien i:until for New COn—aion and Puvetnent Rehabilmnion
• Should a conflict arise between the Jcrails nh I in the plants and thO Dep anrenr Of Transportation Standards the Engineer/
PER\(I IEE shall irvnedwldy confer beth thO IJcpanment's Engi—r in Ord,r to ,,,Ive the discrepancy. In no case will
anything less dtet rhO Depatmteni s minimum standard be allowul.
• ADepatnn-1 drainage culmectian permit claw not e.Yelnpt the PER,\IITEE frmn meeting all other applicable regulations and
ordinances Cor stonnwaTO maneg�-tnc7,t.
• Al l NOB!,,Vtpng andmark tL rew be ead'rce, toe solvent bused thermoplastic.
• Removal oFe,im tg,Vtpmg h�ltb pl d the hyd bI' method. Ifthts prat—dn n ,/scan Pave nen
the t the pO, t I ,1I bet I I J J - fi .J per FDOI S, (dards
• liumtng afa y t sal a,d b i, N,hii'n FDOT rglu f -y.
• All lane, nu b F d f H d t f or other catmtrul h' d h Il emaln
opet[rdted tI
• All work do i tl tl d ' 1 c t't shall acct and adhere to all _ ul and spiel c
wad tmn> mJ , d pern"u
• W lhm la d y after co nple' n of"h, tco;k aothoized by a t pp— d drn' tagl con Tect On pc- the apple—t shall
atify the Dep -- t m of the co apl - and for all &1i, work that Ong tally requ nd csr licit on by an
FNgi--r this rant ca"tn shall co stain J"bev '1 t. the —ND—nn, shall,l,D, that work has b«n—DIA td in
su bxet Ual—,pliamcewith l L) --g, (!,,,P,HN, .
• The PER-MITEF ill I d n— 1 _ F cases (f-, finu, pe 1 b—n-a co:"s. (lean
"p, crt) int—,J in thee,eu I r .t*ls _f,ilsu u;ppltct1 ac qu:tl t}'sinndtN>of mmiu"vm veatgt
and Pr tai" .Wndardsc I _.1. u.,l.c- I;.ssurw .s pro. -d,J in �.bs—wn 17-36.003(3). F.A,C.
All di>nnbed.... ttnh�Dl teirt of III It t-y1111ln>stordm Ogtnl O r bcnar conJ'tiot bl"adna
and sold t_ 1 ' di -0,d (3 --da is r - f sped- in 61ay strips).
• All curb and Linter and s'de—]k .v II OO te..—d nd cpl—dj —ja in".
a(w
E%ISrNG ROAD NAY
MAx
I
SECTION A -A
NOT IN scut
WIFALL CONTROL STRUCTURE
MOOIFlED TYPE 'C' INLET
_1 �— 6" WEIR I J
TOP EL 8.00 — TOP EL 8.00 — Al
• .T T- FlPERCLASC SKIMMER---
_ J1 ,
fl $
U 6' I,_R EL 6.30 12" COVER
BOTTOM 07 SKIMMER 5.80—
12' NOPE
N'NL 5.00 NM-_ 5-00I— IN'/. S00
IVC rono 2.d" m.�.-1 i—
eLEE9 OORN G ORIFICE —SUMP BOT.
rn rH rNRE o o GAP, �
FRONTVIEW SIC TVIEW
KT Z—
"` to UNDER
GRIFI rE _
PAO UNDER ORIFICE
POND OUTFALL CON FROL SFRUCTURE
I
a' z'
_ �.
y0 6 DD
12' HDPE 12' HDPE -
MITERED END 4' CONCRETE
SECTION DITCH PANNG I WON PAVING
SIDE VIEW SECTION Eno I
NOT TO sc.tc TOP VIEW
a TO e
POND OUTFALL DITCH PAVING
NOTE: YARD DRAINS SHALL BE NYLOPLAST
DRAIN WITH A 12" H-10 HINGED PEDESTRIAN
GRATE, OR APPROVED EQUAL
N
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, P.E.
REG. N0. 56319
L49
Z
0
SHEET
4
YARD DRAIN
D.A J I
TOP EL o.50
I V EL ".50
'
6- PVC
(TYP.)
CLEANOUT
-
(TYP.)
NCH
O
UN
QB
f
R
Q.
2.
?ER
;H
W 47.807.1.
FDOT GENERAL NOTES:
•
All work p,do—d within the Fl,n da Depann" ,I of T porn — Righ-f-Woy,hall conform m the most current edition
of the fallow p 61 ,
Standard Sp 1 t fin R , d- d B -d, C ---ion (Current E.dikh edition).
FDO'L Sr d J I &,(C tE _ash Edrtn)
FDOT PI P p \!ant I C Edition)
FDOT Flexible P,—mcnt Desien i:until for New COn—aion and Puvetnent Rehabilmnion
• Should a conflict arise between the Jcrails nh I in the plants and thO Dep anrenr Of Transportation Standards the Engineer/
PER\(I IEE shall irvnedwldy confer beth thO IJcpanment's Engi—r in Ord,r to ,,,Ive the discrepancy. In no case will
anything less dtet rhO Depatmteni s minimum standard be allowul.
• ADepatnn-1 drainage culmectian permit claw not e.Yelnpt the PER,\IITEE frmn meeting all other applicable regulations and
ordinances Cor stonnwaTO maneg�-tnc7,t.
• Al l NOB!,,Vtpng andmark tL rew be ead'rce, toe solvent bused thermoplastic.
• Removal oFe,im tg,Vtpmg h�ltb pl d the hyd bI' method. Ifthts prat—dn n ,/scan Pave nen
the t the pO, t I ,1I bet I I J J - fi .J per FDOI S, (dards
• liumtng afa y t sal a,d b i, N,hii'n FDOT rglu f -y.
• All lane, nu b F d f H d t f or other catmtrul h' d h Il emaln
opet[rdted tI
• All work do i tl tl d ' 1 c t't shall acct and adhere to all _ ul and spiel c
wad tmn> mJ , d pern"u
• W lhm la d y after co nple' n of"h, tco;k aothoized by a t pp— d drn' tagl con Tect On pc- the apple—t shall
atify the Dep -- t m of the co apl - and for all &1i, work that Ong tally requ nd csr licit on by an
FNgi--r this rant ca"tn shall co stain J"bev '1 t. the —ND—nn, shall,l,D, that work has b«n—DIA td in
su bxet Ual—,pliamcewith l L) --g, (!,,,P,HN, .
• The PER-MITEF ill I d n— 1 _ F cases (f-, finu, pe 1 b—n-a co:"s. (lean
"p, crt) int—,J in thee,eu I r .t*ls _f,ilsu u;ppltct1 ac qu:tl t}'sinndtN>of mmiu"vm veatgt
and Pr tai" .Wndardsc I _.1. u.,l.c- I;.ssurw .s pro. -d,J in �.bs—wn 17-36.003(3). F.A,C.
All di>nnbed.... ttnh�Dl teirt of III It t-y1111ln>stordm Ogtnl O r bcnar conJ'tiot bl"adna
and sold t_ 1 ' di -0,d (3 --da is r - f sped- in 61ay strips).
• All curb and Linter and s'de—]k .v II OO te..—d nd cpl—dj —ja in".
a(w
E%ISrNG ROAD NAY
MAx
I
SECTION A -A
NOT IN scut
WIFALL CONTROL STRUCTURE
MOOIFlED TYPE 'C' INLET
_1 �— 6" WEIR I J
TOP EL 8.00 — TOP EL 8.00 — Al
• .T T- FlPERCLASC SKIMMER---
_ J1 ,
fl $
U 6' I,_R EL 6.30 12" COVER
BOTTOM 07 SKIMMER 5.80—
12' NOPE
N'NL 5.00 NM-_ 5-00I— IN'/. S00
IVC rono 2.d" m.�.-1 i—
eLEE9 OORN G ORIFICE —SUMP BOT.
rn rH rNRE o o GAP, �
FRONTVIEW SIC TVIEW
KT Z—
"` to UNDER
GRIFI rE _
PAO UNDER ORIFICE
POND OUTFALL CON FROL SFRUCTURE
I
a' z'
_ �.
y0 6 DD
12' HDPE 12' HDPE -
MITERED END 4' CONCRETE
SECTION DITCH PANNG I WON PAVING
SIDE VIEW SECTION Eno I
NOT TO sc.tc TOP VIEW
a TO e
POND OUTFALL DITCH PAVING
NOTE: YARD DRAINS SHALL BE NYLOPLAST
DRAIN WITH A 12" H-10 HINGED PEDESTRIAN
GRATE, OR APPROVED EQUAL
N
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, P.E.
REG. N0. 56319
L49
Z
0
SHEET
4
NOTE:
ALL SIDE SLOPES SHALL BE REGRADED AS
NEEDED AT MES'S AND UNTIL A PERMANENT
GRASS COVER IS ESTABLISHED ALONG ENTIRE
POND BANK DOWN TO THE DESIGN NWL.
PLAN
TOPOFBANK
1
TOP
DF BANK ELEVATION 8.0
25 y,
STORM WATER ELEV.
XX
3 y,
3TORM WATER ELEV.
XX
MEA
4 ANNUAL STORM WATER ELEV.
XX
NOR
AAL WATER LEVEL
5.0
SLO
E CHANGE FROM 4:1 TO 3:1
3.0
BOT
OM OF POND ELEVATION
(-)2.0
6' LOW 1 6' LOW
SLOPE CHANGE
�1 1�
,"I_; . BOTTOM OF POND
POND J'YPICAL SECTION " B-B"SECTION "B -Q"
NOT TO SCALE
-
C1.
A
cn
saeclFlcnnays:
%A��
EE .aµ5'1 0 1 x 3
z ..-w P.si. ..crvc..Erc
A B
xs'
A
E
laou rcP ro eanoN"
d
a
I J K
1�
M N
PRECAST MITERED END
FOR DRIVEWAY CULVERTS
CITY
13111,11 11 11 1 1
STAND-
F
VILLI',
RD
N.T.B.t< 1
PLAN NOT-
GRID
ICENTERLINE OF
PARKING SPACE
HANDICAP PAR <ING SYMBOL
NO T TO E GALE
THE LOW MAINTENANCE ZONE SHALL BE BAHIA GRASS SOD PLANTED AND
MANAGED IN ORDER TO MINIMIZE THE NEED FOR FERTILIZATION.
WATERING. MOWING. ETC..
NOTES:
1. NO MOWED OR CUT VEGETATIVE MATERIALS SHALL BE DEPOSITED OR
REMAINING IN THE LOW MAINTENANCE ZONE OR DEPOSITED IN THE WATER
2 CARE AQUATIC
. G � SHOULD BE TAKEN TO PREVENT THE OV ERSPRAY OF
WEED PRODUCTS INTO THE LOW MAINTENANCE ZONE.
3. LOW MAINTENANCE ZONE SHALL BE BE CONSTRUCTED AROUND ALL
EXISTING PONDS AND WETLANDS ON THE PROJECT SITE.
(COT ORDINANCE 2008-028)
2" x 2 , V4 ,k CL% IRON
SEAT I
GROUTED Oft'RARI NEK"
JOINTS WHERE REQUIRED
PIPE OUST NOT
CCNBE IN I U � �^4;512"O.G.O `N.
JOINT
MIIJIMUMDEARING — '.4,96"O.C. BAV.
CAPACITY 2000 PSF
SECTION
TYPE 'C' INLET DETAIL
NOT TO SCALE
HANDICAP PARKING SIGN-`
POST MOUNTED (TYP.)
NIc �ABLI�SIDEWALK {NOM - VARIESSEEPGft
2'7, 6 WHITE
w MAX. w
i u � � ~
�E m
(11122'' 5' (12'
`WHITE
BLUE UNE—m—WHITE LINE 3 EACH 6" WHITE
6 DIAGONALS 0 60•
16" EQUALLY SPACED
GENERAL NOTES:
1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCITES.
2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 87.
3. SEE GRADING PLAN FOR SPOT ELEVATIONS.
4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE.
HANDICAP SYMBOL SHALL BE 5 FEET HIGH.
5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE
BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND NTH BLACK OPAQUE LEGEND AND BORDER.
HANDICAP PARKING SPACE DETAIL
NOTTO SCALE
6' [PORTLAND CEMENT
CONCRETE,3000P I
WITH FIBERMESH
12' STABILIZED
SUB BASE, LBR 40
CONCRETE PAVEMENT SECTION
NOT TO SCALE
1/2' MASTIC [rPR..SlRE
114" RADIUS HAND TOOLED
1/2" CAULKING TREATED WOOD
EXISFING SIDEWALK `NEW SIDEWALK
NOTE: NEW SIDEWALK TO BE FLUSH
WITH EXISTING SIDEWALK.
CONNECT TO EXISTING SID6NALK SECTION
L L_
`-6x610/10 Nb dTi � ' ff -
N �I
SIDEWALK WITH TURNDOWN SECTION
`liIDTHASNOTED
FLAT SIDE`NALK SECTION
NOTES:
1. CONCREFE SHALL BE 3000 PSI. MINSLUMPS'-
2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO
`NIDTH OF SIDEWALK.
3. INSTALL EXPANSION JOINT AT EVERY FOURTH
CONTROL IOINT(25' IAAX).
SIDEWALK SECTIONS
NOT TO SCALE
' LB./FI "U" CHAN.
12" (GALVANIZED)
4'
1-1/16T 1 i
m 27 32"
1 )I 3-1 2..
=.I FINISHED
GRADE POST SECTION
5/16" MACHINE SCREW
OR BOLT
SIGN MOBN➢NG HEIGHT SHALL j WAS&LOCK
BE 7'-0• ABOVE FINISHED CONC.— )WASHER
GRADE TO BOTTOM OF SIGN I
hI SIGN
SIGN DETAIL POST MOUNTING DETAIL
NOTE5:
1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH WHITE REFLECTIVE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
NTH BLACK OPAQUE LEGEND AND BORDER.
3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND
NTH REFLECTIVE WHITE LEGEND AND BORDER.
HANDICAP SIGN AND POST DETAILS
NOT TO SCALE
T
DROP CURB 6'
PI o •p
L C� 0•
I III ^o
6" WHEN PVM'T. SLOPES
AWAY FA.. —B
IS" CURB AND GUTTER DETAIL
NOT TO SCALE
/ SIDE VIEW
I N
- C
IT
� K
M I}
TOP VIEW
-iD r
– E
1/2" CHAMFER
A 8 F G
I
TABLE OF DIMENSIONS
NOTES:
1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE
MESSAGE AND BORDER ON ARED BACKGROUND.
2. THE POSTS AND BRACKETS WILL BE PER FDOT
STANDARD INDEX 11860 AND 11661.
ON ® 00
z � o
O
� n2
R1-1
STOP SIGN DETAIL
NOT TO SCALE
END VIEW
IIS'._.
F G
I
1/2" CHAMFE� H
K'
A
CONCRETE: 4,000 P.S.I.
STEEL' #4 O 12' E.W., `M TH 1 R6
OVER PIPE OPENING
(2" CLEARANCE OVER STEEL,
REIN F. BARS, 1/2" TOLERANCE)
RCP�CMP
A
B
C
D
E
F G
rxr '4-
I J K
1�
M N
l0
CON-, UESICN
2'-1-
MAX. DENSITY-AASHTO T-180)
PLAN NOT-
6.75"
i'-]"
STRENGTH 4,000 P.S.I.
2-4'
COQUINA SECTION
-5-3/4'
T��jj�� i
-ALL
GESTOBE
I � � 1
CHANIFEXPOSEDCORNERS
cHRmFERED3o-r'
2" x 2 , V4 ,k CL% IRON
SEAT I
GROUTED Oft'RARI NEK"
JOINTS WHERE REQUIRED
PIPE OUST NOT
CCNBE IN I U � �^4;512"O.G.O `N.
JOINT
MIIJIMUMDEARING — '.4,96"O.C. BAV.
CAPACITY 2000 PSF
SECTION
TYPE 'C' INLET DETAIL
NOT TO SCALE
HANDICAP PARKING SIGN-`
POST MOUNTED (TYP.)
NIc �ABLI�SIDEWALK {NOM - VARIESSEEPGft
2'7, 6 WHITE
w MAX. w
i u � � ~
�E m
(11122'' 5' (12'
`WHITE
BLUE UNE—m—WHITE LINE 3 EACH 6" WHITE
6 DIAGONALS 0 60•
16" EQUALLY SPACED
GENERAL NOTES:
1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCITES.
2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 87.
3. SEE GRADING PLAN FOR SPOT ELEVATIONS.
4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE.
HANDICAP SYMBOL SHALL BE 5 FEET HIGH.
5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE
BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND NTH BLACK OPAQUE LEGEND AND BORDER.
HANDICAP PARKING SPACE DETAIL
NOTTO SCALE
6' [PORTLAND CEMENT
CONCRETE,3000P I
WITH FIBERMESH
12' STABILIZED
SUB BASE, LBR 40
CONCRETE PAVEMENT SECTION
NOT TO SCALE
1/2' MASTIC [rPR..SlRE
114" RADIUS HAND TOOLED
1/2" CAULKING TREATED WOOD
EXISFING SIDEWALK `NEW SIDEWALK
NOTE: NEW SIDEWALK TO BE FLUSH
WITH EXISTING SIDEWALK.
CONNECT TO EXISTING SID6NALK SECTION
L L_
`-6x610/10 Nb dTi � ' ff -
N �I
SIDEWALK WITH TURNDOWN SECTION
`liIDTHASNOTED
FLAT SIDE`NALK SECTION
NOTES:
1. CONCREFE SHALL BE 3000 PSI. MINSLUMPS'-
2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO
`NIDTH OF SIDEWALK.
3. INSTALL EXPANSION JOINT AT EVERY FOURTH
CONTROL IOINT(25' IAAX).
SIDEWALK SECTIONS
NOT TO SCALE
' LB./FI "U" CHAN.
12" (GALVANIZED)
4'
1-1/16T 1 i
m 27 32"
1 )I 3-1 2..
=.I FINISHED
GRADE POST SECTION
5/16" MACHINE SCREW
OR BOLT
SIGN MOBN➢NG HEIGHT SHALL j WAS&LOCK
BE 7'-0• ABOVE FINISHED CONC.— )WASHER
GRADE TO BOTTOM OF SIGN I
hI SIGN
SIGN DETAIL POST MOUNTING DETAIL
NOTE5:
1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH WHITE REFLECTIVE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
NTH BLACK OPAQUE LEGEND AND BORDER.
3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND
NTH REFLECTIVE WHITE LEGEND AND BORDER.
HANDICAP SIGN AND POST DETAILS
NOT TO SCALE
T
DROP CURB 6'
PI o •p
L C� 0•
I III ^o
6" WHEN PVM'T. SLOPES
AWAY FA.. —B
IS" CURB AND GUTTER DETAIL
NOT TO SCALE
/ SIDE VIEW
I N
- C
IT
� K
M I}
TOP VIEW
-iD r
– E
1/2" CHAMFER
A 8 F G
I
TABLE OF DIMENSIONS
NOTES:
1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE
MESSAGE AND BORDER ON ARED BACKGROUND.
2. THE POSTS AND BRACKETS WILL BE PER FDOT
STANDARD INDEX 11860 AND 11661.
ON ® 00
z � o
O
� n2
R1-1
STOP SIGN DETAIL
NOT TO SCALE
END VIEW
IIS'._.
F G
I
1/2" CHAMFE� H
K'
A
CONCRETE: 4,000 P.S.I.
STEEL' #4 O 12' E.W., `M TH 1 R6
OVER PIPE OPENING
(2" CLEARANCE OVER STEEL,
REIN F. BARS, 1/2" TOLERANCE)
RCP�CMP
A
B
C
D
E
F G
H
I J K
L
M N
l0
2'-]"
2'-1-
MAX. DENSITY-AASHTO T-180)
6.75"
i'-]"
2'-10-
2-4'
COQUINA SECTION
6
NOT TO SCALE
GARY :1..\BHEY, V.E.
KEG. �0.=6519
10'-0' 10'-3.5'
1-3"
i 3'-5- 7"
11'-5" W -B.25-
MITERED END SECTION DETAIL
NOT TO SCALE
N
Z
O
n
w
HEADER CURB HEADER CURB � C
- 2" CODUINA SURFACE
VARIES - SEE PLAN
_---SLOPE
¢ o
_ u o
6' CRUSHED CONCRETE BASE
a_ z
0
12" STABILIZED SUBGRADE, LBR 30
MAX. DENSITY-AASHTO T-180)
O 7 U < U
SHEET
COQUINA SECTION
6
NOT TO SCALE
GARY :1..\BHEY, V.E.
KEG. �0.=6519