1 Fleet Landing Blvd. CIV18-00002 dwgs3GENERAL DEMOLITION NOTES:
SILT�FENCE ;, c} 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL
' I � - � �
ORDINANCES, CITY OR STATE.
�/ �� / / i � J �J
6-
0__
_ / \ / \, \ \ 2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR
/�
>J� �5 -
>F, IR WETLANDS
SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO
PERMIT THE CONSTRUCTION OF THE NEW PROJECT.
i Xfk\ #117
\ 3. ALL ITEMS NOTED TO BE REMOVED BY THE SELLER SHALL BE
ACCOMPLISHED PRIOR TO THE CLOSING OF THE REAL ESTATE
i 1 TRANSACTION. ALL OTHER ITEMS NOTED TO BE REMOVED SHALL BE DONE
yid ' /
:_ \ �' > '�'�l SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION.
FIRE HYDRANT FLOW TEST S
9. ft. �) `/ Qo x} \\TR #1 ?5X x 11,
/
'LOCATION, SEE SHEET C2.14 ,-`�
FOR TEST RESULTS e, \
EXISTING FIRE HYDRANT /
TO BE RELOCATED, CAP
CSREMOVE EXISTING,, 1 "
LINE WITH 6" MJ PLUG �" I
"AFTER EXISTING VALVE OUTFALL STRUCTURE AND <<)J �TIT #I
h. #1Q
4. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS,
DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
APPROVED OFF SITE LANDFILL.
R SHALL SECURE ALL
FOR HIS
r , , ;, ; ��, �1) I kr 5 D SPOSAL OFC IOS DEMOLIT ON MATERIAL TO ESREMOVED ROMIT ONS AND
,, I - __ __ i RESTORE BANK TO EL. 9.0 / tf F
_ r---
�N FErF E oW g� ' ; \ I THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS
, EXISTING LIGHT POLE TO 1
l WIIH.Ss lGT .a
BE RELOCATED bti1 REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE
i ORIVF: : �� Hp%F. 6�TN4" 0 ` 5F'lu»nv. _. h , i
I �a , `\ •T #113 I \ FOR PERMITS AND DISPOSAL OF BUILDING DEMOLITION DEBRIS.
APPx ;
INV. 6i �'°\ ETLAND
TR #10 i\ \ 1 12 AS TRACED OUT FROM ATE OAAPREVIOUS TION OF W SURVEY rpprY 0
SAWCUT EXISTING c',1 Y ��{ ) ' \� q g\ \` \ / _ I ti 6. THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON THE SITE OR
stucco �h�, �� \ `� �) \ SURROUNDING STREETS AND PROPERTIES. THE CONTRACTOR SHALL
PAVEMENT 1,973 sd.tt. (i. I x I ,� \ J, (J -� I I
w RNA I b, \ / �, \ TO
h ! - � "�''��p" ' 11 VERIFY LOCATIONS AND EXISTENCE OF UTILITY SERVICES PRIOR
EXISTING STORM PIPE TO REMAINj�V(T.71)
\� I
0�\\ �- `\ I 1 � CONSTRUCTION. THE CONTRACTOR SHALL CALL "SUNSHINE" AT
Q I I I
1-800-432-4770,48 HOURS PRIOR TO
CONSTRUCTION.
I
I
BM# 16 (0.01) 1 (k:': ,.%ef- ti 1 !L\ 1 °�
h xI h" ti\ h; �' r x x 7. THE CONTRACTOR TO REMOVE ALL UTILITIES TO EXISTING STRUCTURES
J / �. x
�� X � � x - ,. �.. ' � � I
6)1 :36° HOPE aa_...._ _ INV. (5. ��,) � � \t� 6P
-r ->-_ ;T _ ,,, 5r IN.,R�.� --- -- x x c�: x: x ` WHETHER SHOWN OR NOT OR ARRANGE FOR THE APPROPRIATE UTILITY
I
i.INV. (,5:4fs) TR 1 c:> I COMPANY TO CUT AND CAP SERVICE PIPING AT THE PROPERTY LINE OR
! \ i 11 # 1
`h,
C, TR #104Xd i . ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN.
j 1 1� MAIN f AS REQUIRED).
I 1
# 8. SEE LANDSCAPE PLANS FOR ALL TREE REMOVAL AND PROTECTION
�\ I XTP , 1o9 ' 1 REQUIREMENTS.
o hOPE ' 1 ( I i :>
REQUIRE N S.
co i
it
r -AT. (lo.35) d, F. �R.vrd htit I - -
,
XTR # 1 10
\ � 1
x L ,� # 9. ABOVE
OTR 10� FOR ALL ITEMS NOTED TO BE REMOVED REMOVE NOT ONLY THE
R�! 1- , 1 / TR #{03( \ 1 GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL
., I TORY Pn INV. l..1)
\ INCLUDING BUT NOT NECESSARILY LIMITED T0. FOUNDATIONS, GRAVEL
y; 4,978 sq.tt. l __� + � o l % J f �-� l 1 •Tri #100 `
FILLS, TREE ROOTS, OLD PIPES, ETC.
�, I / ��,. ! i ! !I� 1 / \ REMOVE EXISTING c �� � �1 �
i ' III 1 1
TREE (TYP.) \ OTR #99 10. BACK FILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO
MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE GEOTECHNICAL
j 1 -INV. (5.») �:.-� - � ° c� I ) \ \ 1 REPORT.
/ 1A1 l Il x
/1 i / l o, hl � g�l - -- -- Ly. �a
( fi J,J'✓ (S.!i d�. :: hl -r.. i 1 y, of 1 - ix 11 x
\'b :�' C
l,j'l / L x' ' Y
x
x
x x x 11. THE CONTRACTOR SHALL PROTECT ALL IRON PINS MONUMENTS AND
/ r PROPERTY CORNERS DURING CONSTRUCTION, ANY CONTRACTOR
1I fR #97 ;
/'"'✓ "5) j !l it 1 / /' ��' i\ I I X DISTURBED PINS, MONUMENTS, ETC, SHALL BE RESET BY A LICENSED LAND
F.F.E. (10.02) ��% ! ° ` ((w� �° ' �'- Q' SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
� i If
I I \ If)
12. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE PIPES
�' 1 % f \ I I PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED
9 i��l
rH C�C}FtOr� �l hl% �t / 1 ' /
�` % I c_ > / ` #94 DURING DEMOLITION TO THEIR ORIGINAL CONDITION TO THE SATISFACTION
INV. 406) x 1 : TR #85X 0 �-R I THE ENGINEER.
! WCUT EXISTING_ PAVEMENT 1 j c)a / I �T,� 195
13 S
1
I I I ALL BUILDINGS, FOUNDATION WALLS AND FOOTINGS INDICATED ON THIS
j I I I PLAN TO BE REMOVED FROM SITE. CONTRACTOR SHALL SECURE ANY
tit
F.F.E 1(10 1 fl) SILT FENCE r ®, = )NOR #9,3 PERMITS AND PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND
I �' DEBRIS REMOVAL IN ACCORDANCE WITH GEOTECHNICAL REPORT PRIOR
,0
E z l f.� 1
c- cz� - 1 I /
;,P,�-ti, 1 r ATI
EXISTING INLET AND OUTLET , �'.�,� � `h �, 1-, ( I l TO COMMENCEMENT OF GRADING OPERATIONS.
PIPING TO REMAIN ` I
I XTR '90
L'. lhlh :hI
' SAWCUT AND REMOVE/ I xx x x 14 BY
1 g'�' " <' x ` x x x ( x x X " 1y89 ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL BE REMOVED
r�
EXISTING PAVEMENTS nrN) l l ' % - %R #0s
�1 / I % � / � THE GENERAL CONTRACTOR USING A LICENSED HAZARDOUS MATERIAL
AND SIDEWALKS (TYP.) / XTR #91
�� / CONTRACTOR. 15. SEE SURVEY FOR EXISTING SITE LEGEND. 16. SITE
c> 11 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SILT FENCE IN ITS
"°'� i DESIGNED POSITION, UPRIGHT AND WORKING PROPERLY TO STOP
OF <_
o'raa/N'INV. ) ' / / /
�1.. (.Si? x try ` 9\ / �
I ll in • TR #`'2 EROSION DURING THE DURATION OF THE PROJECT.
I R #81/
ita _
1 1
15. COORDINATE, IF APPLICABLE, THE DEMOLITION OF THE
GEOTHERMAL SYSTEM WITH ALL BUILDING AND SITE WORK.
13
12s ;s x _-X / { X TR! #c 15 ! / 16. COORDINATE ALL WORK WITH OWNER AND UTILITY COMPANIES PRIOR TO
13
11 ANY DEMOLITION.
,!. •k /, Y {,�U` /Ol rSO�,<_ •�c' `INI, (5.9R)
R
�x x, REMOVE EXISTINGv ` � l m '
__, /
END SECTION
EXISTING LIGHT POLE ` c'
TO BE RELOCATED�1 hi j Y x `6 # �,( `6� x
,'o / x
Y ( TR 83
«I r \voi' (TYPICAL FOR 13) \�Fe°p�F / I I ! / I ' / / /` TR #131
TR 7
0 FIR #80
i x n -- -_ l o' o TR 679
o ,
,
i
TRI s / // N\\
VV
--------------
4,
Fp
rELOCAT EXISTING WATER MAIN
; IN :
EXISTING FIRE HYDRANT I \ /In
TO BE RELOCATED, CAP ROx1MATE
r ti' I i� U I ` SILT FENCE I
LINE WITH 6" MJ PLUG
N TING VALVE
10'' AFTER EXISTING
�Y
1. cic ; ,i J 1 �xC) tv ` _� R #71 •
7 .410
I;
AP
ProxrM0
o , REMOVE EXISTING STORM -) ,� I 1 .T 70
/ • TR #72 ;1
I on
PIPING AND STRUCTURES
r� ✓ \ 19' /5.r r }rU�l,"" -- 5. h \ 0t O �1 I �. n� p. `y, C C T
�1 cl % b1f 1JEN h- (ATIOb % V VH 1
x ®-TR #7.3
ABANDON EXISTING WELL PER < Il\X l¢. ( x �or�
1 \ TR E6® •TR #64
HEALTH DEPARTMENT STANDARDS, �, {71 Izc. # /
REMOVE PUMP EQUIPMENT # y s /` T1< #6 7 w
TR 6
TR #18•
r
F
p4.. n 8M#22_ (10.34 Nh / F #3�aih �r } J /, o
,
<:< 7f'3r) tzxlM-i,, F �, \ \ N
_71 TF _ C,( OJ _.S �1 `h. TR #Fi3 •
#1p
TR 3. c. (.
�,�', 16ti\ ...j Yl x.._ __.- _.. __._ _-- -- - -. . a� - i ,t,} -_ Irr. - I. l \. !'R #41 • "'�� I !\ 1
X _ O L
f l c Ll kg\ to a >1 �/ �G✓l ` \ f TR #61 TR #56 • o
I I,, �,. x REMOVE EXISTING FR #162 •
x x x �a. ;\ C,�Q. k \
h, X TREE (TYP.) ar�I>Raxr� rr ( I s
70f Of- SLOPd:__ `' :;X h1
` �` ---
�\ 1 �on1
)(TR #R4 75 h�t 1 R 140 k \� ��� (, \ \ \ ® ♦ a
x \
X #-R #27 �,, WETLAN DS
O
��
I 6 R ,6 ,�ti�` �� r :INSTALL 24 WIDE BY 50 LON \ W E
j # �� f�•_#1y x� __
Yl� ,,,,1,, ti j - r _>€ �. STABILIZED CONST. ENTRAN E \ 1R 1
au, R `f3��, - 1k2` l T) \ APPROXIMATE LOCATION OF WETLAND LINE
.l l _-. _ _ �-
r � h
- / -t : I1 PER EROSION CONTROL DE ILS.
�, AS TRACED OUT FROM A. PREY OUS SURVEY BY OTHERS
... ., _ ��- _•.. +-�.- .,- lira :r. _ 9l :L]j - -
4
T
,
.,
4 ¢ -. m,,,:: ,: X,R+_#z�>;� _ ;� I� _ - c.)t SCALE IN FEET
�/i _sa, e11i 24 9.43 , l er »rr C ,
# ( 1T .. - _ ,... Ic `4. ) Always call 8i1 before you di
r avrinr2r u {
:� � ..___.._ „ ... xa ALM •v.� .. , � � � 0' 15 30' 60'
_
N RIM'D (p..:ql _._ ;._, __:_.:._�.._._. RE:Y<. 1. _
_ KE i MAP NOT TO SCALE
EXISTING CHILLER AND
_ 11
a.
/n\
SNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
orA /V����',i
� `•� • ••EIV • • •`.
No. 54666 t
n
STATE OF
r
W'
+cq
L
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
14'tl,f t' 1. fi'
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY: JOHN N EV I N, PE
DRAWN BY: JPM
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
EXISTING CONDITIONS
AND DE%kLITION PLAN
C2.5
S H E E T
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
o�o;�,N E
```�� ••••��.......��.• ',ISI
�§
No. 54666
'0 STATE OF
i�
r c�i1161iiY/�R
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY _12, 2017
PROJECT NO. :
116185
DESIGNED BY: JOHN N E V I N, PE
DRAWN BY : JPM
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
GEOMETRY PLAN
Lo
C2.8 y
S H E E T
It.
sT�� ror,y
g>8 -c/ TAPER CURBS 2 TO FLUSH
SIDEWALK CONNECTION
' ®TR #124
/ .
(5) 2
5' WIDE CONCRETE
SIDEWALK (TYP.)
®a
WETLANDS
Always call 811 before you dig.
24' n....
\ / in o ° • } RAISED PATIO (TYP.)
d
FLOOD STOR: GE COMPENSATION
�`_
/ WETLAND CREATION.
AREA#1N %\ I
5 ASSISTED LIVING PARKING
CONCRETE �, \ �..,'
w/
PAVEMENT d ;��•/ Sr INDIVIDUAL GARAGES 12 SPACES
I ,4� d', / \ !- / COMMON GARAGE 109 SPACES
1 I ,n z I
18" CONCRETE CURB /l ;�' \ - t-` OUTSIDE SPACES 36 SPACES
AND GUTTER TYP. I � /
A a;
/ ,
I I (TYP.)
d . ° a QaI TOTAL 157 NEW SPACES
ASPHALT PAVEMENT (TYP.) HD ,41
1 7
11""'E IF "'.WAII18(/l 1 /
//
• , �cnN I�:;F RETAINING WALL 1
PNAIVA'
(DESIGN BY OTHERS) " d ! h , �/
JI • TR # 1 13
' \ / ur. - / �,4t. `"�! y5r \ APPROXIMATE LOCATION OF WETLAND LINE
Y ` ° l !/ 1y� AS TRACED OUT FROM A PREVIOUS SURVEY BY OTHERS
I ,,
HD
SD l /'•..a lIl�d _.. ��
0
O
BIKE R CKS
'WIDE
CONCRPT
O
SIDEWALK. \
cr-
�EN� CURB WITH 2' TAPER "� 0
TO FLUSH(TYP.) �� \ �� O
O
\
\ FLUSH SIDEWALK
.�
� 1
i 1
rc
� cRf ri
(WLM
We u
FH
T. f,B
ENT
3 Q�� SD 2 24 WHITE STOP\
SD - O �BAR (TYP.) t,�\ �'`�\v������ 'y 0
4.
/ CONCRETE.
WHEELSTOPS \ yy" aTR #10i d . m \\ = - o
I I 18 (TYPICAL FOR 8) \
^ ° °
X\ c fol R I R #100
f yr �i 1 V\ \
G � y
HD �r (5) 2 SPACE
BIKE RACKS_
i! k,, \ \ e
si
/;= V
/F-1 V
W71BEACON POINTE
c „
\\ - \ / PROPOSED INDEPENDENT ' , \ ,
LIVING FACILITY
01
r8' 8000 FLEET LANDING BOULEVARD
d'
• ,/ /! j 5^\ J fix. -,/ C. % \.-,_..11 tih �.. -�> �.... ,a,,,!
/, \.
130 UNITS / 79,917 S.F.-\\ n � r
<\ -, \ \ \ - 1i,,-.. �l 1, !i,�, e♦.
\� REFER TO ARCHITECTURAL PLANS%AW Z
A / �:-��„\ �`-->- FOR EXACT BUILDING DIMENSIONS
�� \
\NO F.F.E. = 10.50 NGVD (9.40 NAVD) ilicp
i
psy
5, J .
,
END'CUR� WITH 2 TAPER
\
TO `FLUSH (TYP.) � � 1
. }
I 24 WHITE �' HD $TAMPED 6 CRETE WIT, \ n �, / .d ° 6' WIDE y �: `�`1 \ u� bl �ll�,
r \ \
1' /
`- STOP BAR 2 \ RIBBON CUR` EDGE " U1 /
� �," rn � / \,�� -i �> ° CONCRETE<
' )
\ \
1
L J/
1 p\ °
FLUSH `� 3 .4 ° a S , y /
SIDEWALK
18) .�O \ \ / rY `� PVA y ° as A. ee
r�
.> / ] d
THREE SECTIONS OF HD\ ° 3
EXISTING WALL TO REMAIN ` j \ , �` 2� ti SD a° a ° d4. ° e °
0. FLUSIA SIDEWALK ' \ a ! 2 ° ° d ° e
( 2
su d
2�s \ ;\' \ \ J \CONCRETE \ '�"� d
SCREEN WALL i' j' �` Ar I
N
W. E ---�
%
S
SCALE IN FEET
0' 15' 30' 60'
SIGN LEGEND
TAG
SIGN
1
7/24/17
R1-1
REVISED SCHEMATIC
CONCRETE SIDEWALK (TYP.)
(36"x36")
6'
'
0
10/10/17
►ANWO N
f
COJ PERMIT SET
01I h s P
(12"x4")
I lX`
3' CURB'TERMINA ION (TYP.)
I,
(5) 2
5' WIDE CONCRETE
SIDEWALK (TYP.)
®a
WETLANDS
Always call 811 before you dig.
24' n....
\ / in o ° • } RAISED PATIO (TYP.)
d
FLOOD STOR: GE COMPENSATION
�`_
/ WETLAND CREATION.
AREA#1N %\ I
5 ASSISTED LIVING PARKING
CONCRETE �, \ �..,'
w/
PAVEMENT d ;��•/ Sr INDIVIDUAL GARAGES 12 SPACES
I ,4� d', / \ !- / COMMON GARAGE 109 SPACES
1 I ,n z I
18" CONCRETE CURB /l ;�' \ - t-` OUTSIDE SPACES 36 SPACES
AND GUTTER TYP. I � /
A a;
/ ,
I I (TYP.)
d . ° a QaI TOTAL 157 NEW SPACES
ASPHALT PAVEMENT (TYP.) HD ,41
1 7
11""'E IF "'.WAII18(/l 1 /
//
• , �cnN I�:;F RETAINING WALL 1
PNAIVA'
(DESIGN BY OTHERS) " d ! h , �/
JI • TR # 1 13
' \ / ur. - / �,4t. `"�! y5r \ APPROXIMATE LOCATION OF WETLAND LINE
Y ` ° l !/ 1y� AS TRACED OUT FROM A PREVIOUS SURVEY BY OTHERS
I ,,
HD
SD l /'•..a lIl�d _.. ��
0
O
BIKE R CKS
'WIDE
CONCRPT
O
SIDEWALK. \
cr-
�EN� CURB WITH 2' TAPER "� 0
TO FLUSH(TYP.) �� \ �� O
O
\
\ FLUSH SIDEWALK
.�
� 1
i 1
rc
� cRf ri
(WLM
We u
FH
T. f,B
ENT
3 Q�� SD 2 24 WHITE STOP\
SD - O �BAR (TYP.) t,�\ �'`�\v������ 'y 0
4.
/ CONCRETE.
WHEELSTOPS \ yy" aTR #10i d . m \\ = - o
I I 18 (TYPICAL FOR 8) \
^ ° °
X\ c fol R I R #100
f yr �i 1 V\ \
G � y
HD �r (5) 2 SPACE
BIKE RACKS_
i! k,, \ \ e
si
/;= V
/F-1 V
W71BEACON POINTE
c „
\\ - \ / PROPOSED INDEPENDENT ' , \ ,
LIVING FACILITY
01
r8' 8000 FLEET LANDING BOULEVARD
d'
• ,/ /! j 5^\ J fix. -,/ C. % \.-,_..11 tih �.. -�> �.... ,a,,,!
/, \.
130 UNITS / 79,917 S.F.-\\ n � r
<\ -, \ \ \ - 1i,,-.. �l 1, !i,�, e♦.
\� REFER TO ARCHITECTURAL PLANS%AW Z
A / �:-��„\ �`-->- FOR EXACT BUILDING DIMENSIONS
�� \
\NO F.F.E. = 10.50 NGVD (9.40 NAVD) ilicp
i
psy
5, J .
,
END'CUR� WITH 2 TAPER
\
TO `FLUSH (TYP.) � � 1
. }
I 24 WHITE �' HD $TAMPED 6 CRETE WIT, \ n �, / .d ° 6' WIDE y �: `�`1 \ u� bl �ll�,
r \ \
1' /
`- STOP BAR 2 \ RIBBON CUR` EDGE " U1 /
� �," rn � / \,�� -i �> ° CONCRETE<
' )
\ \
1
L J/
1 p\ °
FLUSH `� 3 .4 ° a S , y /
SIDEWALK
18) .�O \ \ / rY `� PVA y ° as A. ee
r�
.> / ] d
THREE SECTIONS OF HD\ ° 3
EXISTING WALL TO REMAIN ` j \ , �` 2� ti SD a° a ° d4. ° e °
0. FLUSIA SIDEWALK ' \ a ! 2 ° ° d ° e
( 2
su d
2�s \ ;\' \ \ J \CONCRETE \ '�"� d
SCREEN WALL i' j' �` Ar I
N
W. E ---�
%
S
SCALE IN FEET
0' 15' 30' 60'
SIGN LEGEND
TAG
SIGN
1
7/24/17
R1-1
REVISED SCHEMATIC
(36"x36")
DESIGN SET
0
10/10/17
►ANWO N
(12"x18")
COJ PERMIT SET
awr
(12"x4")
3
2
DO NOT
R5-1 (30")
COJ AND COAB PERMIT SETS
EkTER
4
®
��®
W14-1 (30")
QA
INDICATES
SIGNS
TO BE MOUNTED
BACK TO BACK
RAISED PATIO (TYP.
) GENERAL NOTES:
5 WIDECO C N RETE
SIDEWALK (TYP.)
RESET TWO ! \ \ Q�"" ` \�IVHEELSfiOPS <; \ 2 SD TAPER CURBS 2' TO FLUSH
r' e -,,r`(TYPICAL FOR \\ ✓ .- �0 jI SIDEWALK CONNECTION
SECTIONS OF � � �� �,.. R20' •. �. /� � � !'' �'/�' �•�•., -'%
CVICTIKI(, WAI I #92
\LK (TYP.)
)EX
14
BIKE RACKS, 1F,
i
HID°
• / �`y I '` l 1 l � 9/
' RETAINING WALL � iQ �
N ! • . •.
(DESIGN BY OTHERS SPECIAL CROSSWALK (TYP.) ` �'` � _-. ,7 � , � _ ;' I/ A 1 R10' �
- s ( S ) PER 2008 FDOT INDEX iQ - - / » !,
17346, SHEET 8 OF 14
N
_ _ I FLOOD STORAGE COMPENSATION
SIDEWALK
— CITY OF KsoNVi'LLE /WETLAND CREATION AREA #1S TR # • TR #81
CITY OF ATLANTIC BEACH I RAMP (TYP.) I TRS® s lu #<50
STORMWATER �,
MANAGEMENT FACILITY # 1 ' R50',� mss' ASPHALT PAVEMENT (TYP.) TR 'V
WET DETENTION POND o. ��►
RETAINING WALL
Sp (DESIGN BY OTHERS) TR
RETAINING WALL
;r' #75 • 0 TR #76
` (SEE STRUCTURAL PLANS (TYP.)
/ CITY OF JACKSONVILLE
USH SIDEWALK /
CITY OF ATLANTIC BEACH
MAIN STREET" 6 WIDE CONCRETE
SIDEWALK (TYP.) r8 Tp #71 0
NEW DINING FACILITY •ru ;c
11,862 S.F. r
-ER TO ARCHITECTURAL PLANS
EXACT BUILDING DIMENSIONS] _/ (?- PAVEMENT LEGEND
0.50 NAVD < Q. d R 66
( ) A z,,
1 1.60 NGVD 1 r
• TR #6` • Q 4
- - � QTR #r;° � .> • r � �r
Q
Off. TR #1n HD ASPHALT PAVEMENT -HEAVY DUTY
�I (j Q� HD
1 1 I �� F= - r ��• p �
SD ASPHALT PAVEMENT - STANDARD DUTY
s RETAINING WALL �' �. TR #�- ® #'`
O% TR #.5s e a. HD HEAVY DUTY CONCRETE PAVEMENT
I •
a �0 25 LF OF DOUBLE I \ WETLANDS TR #.'' a CONCRETE SIDEWALK
rn ♦. YELLOW CENTERLIt E R 58 w
♦ '
e; • 8' " APPROXIMATE LOCATIOJNOU WETLANDLINE - < -c;# /�5 0# OF STANDARD PARKING STALLS
AS TRACED OUT FROM A PRS SURVEY BY OTHERS
WETLAND CREATION AREA
FLOODSTORAGE
R30' / ETLA C A # 1 R \ U wN SIDEWALK RAMP (SLIP RESISTANT)
(ADA COMPLIANT)
d - AO')- 24"WHITE STOP BAR 0 \
_ r
1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL
NOT BE DISTURBED BY CONSTRUCTION. IF DISTURBED,
THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT
THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND
SURVEYOR.
2. PROOF ROLL BUILDING AND ALL PARKING AREAS, NOTIFY
OWNER INC. OF ANY UNACCEPTABLE AREAS. (SEE
GEOTECH REPORT)
3. BUILDING DIMENSIONS SHOWN ON THE CIVIL
ENGINEERING PLANS ARE FOR REFERENCE PURPOSES
ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL
AND STRUCTURAL PLANS FOR EXACT BUILDING
DIMENSIONS.
4. ALL SITE DIMENSIONS
ARE REFERENCED TO THE FACE OF
CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
5. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING,
CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMPS,
ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE
RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL
AND/OR STATE SPECIFICATIONS AND REQUIREMENTS.
6. ALL DISTURBANCE INCURRED TO ANY ADJOINING
PROPERTY DUE TO CONSTRUCTION OR DEMOLITION
SHALL BE RESTORED TO THE PREVIOUS CONDITION OR
BETTER, AND TO THE SATISFACTION OF THE CITY OR
STATE AUTHORITY
7. THE CONTRACTOR SHALL PROVIDE S&S AS -BUILT
RECORDS OF ALL CONSTRUCTION (INCLUDING
UNDERGROUND UTILITIES) TO OWNER INC. AT THE END OF
CONSTRUCTION.
8. ALL RADII ARE 5' UNLESS NOTED OTHERWISE.
9, ALL CURBING SHALL BE IN ACCORDANCE WITH DETAILS.
KEY MAP
zAkk
V
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fox(904)519-7776
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
Ir'tl of
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE: JANUARY 12, 2017
PROJECT NO.: 1 16185
DESIGNED BY : JOHN N E V I N, PE
DRAWN BY. JPM
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2
9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20
18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
GEOMURY PLAN
0 414
00
C2.9
8 H E E T
NOT TO SCALE