201 MAGNOLIA ST - NEW RESIDENCE SITE PLANS MAP SHOWING PLOT PLAN OF
LOT 513, SECTION No.3 SALTAIR,AS RECORDED IN PLAT BOOK 10,PAGE
16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA.
32'-0" 14'-0" STEVEN
— — LpT 523
01:1LOT 511 _____------
_.._.._.._.._.._.._.._.._.....(wl
NO TH POND PART A NORTH r r po: — D. PAPKE
POND ^ l :-----------
PART B L J - --J I : NORTH POND PART A
N0 ARCHITECTURE
•--------------a' I 4.5'X 31.5'BOTTOM(141.75) I
.. ' -------------1 I
-T I�- �I o,l LOT s2
INTERIOR DESIGN
V x 315 TOB(160) g11 LOT 512 96231 High Pointe Drive
i
I NORTH POND PART B I Fernandina Beach,Fl 32034
�
T X 13.5'BOTTOM(94.5) I� Voice:(904)887-8318
7.5'X14'TOB(105) �I Ism
ALL PONDS ?; j v=207 ; t1ta� 1D1 vat----
TOP OF BANK, 8.5 SOUTHWEST POND I, 100.00 PADS4 Uns PA
BOTTOM ELEV, 8.0 I--------------- I ( 10.8'x 15'BOTTOM(162) _. "°°° 20.0' Na(gyp
' I I 1 8 371
' 6'TOB(188.8) LOT 525
I �. �Y �^L
SOUTHEAST POND �^_�`, ns saw PROP Rs SI� a ma.
' Z
(CONCRETE 1t0 C
8.333'X 35'BOTTOM(291.655) aA10 asv
16
1 9.333'X 36'TOB(335.988) m $o10
1 -------------- I V=661 A£�: Jo
ii L_______J 1 v9�,. 28.9•
TOTAL REWIRED TREATMENT VOLUME: 1512 x .. a ww+r
- -- ---
1 A C� Ba1fX PAMRS N -
- - --- ---� u I TOTAL SUPPLIED TREATMENT VOLUME: 1554
SOUTHWEST POND I (+42 FT3 SURPLUS)
L1`,. wwdr 100.00'
-� SOUTHEAST POND + 911
® _.._.._. STREET
30'-0° Ate— w
{ �- WAY PAVED PUBLIC ROAD
IIGEN,ER UNE��-�- 50 RIGHT OF / `
s (FORMERLY PARK STREET) V
C/1 Z 0
'■j NOTES LEGEND
i 1.THIS IS A PLOT PLAN. WATER FLOW DIRECTION w
2.NO BUILDING RESTRICTION LINES PER PLAT.
3.INTERIOR ANGLES PER FIELD SURVEY. FIRE HYDRANT W Q
4.NORTH PROTRACTED FROM PLAT. 0 Fy
■ 5 TOTAL AREA-5002 TOTAL IMPERVIOUS AREA 1999 SOFT SOFT.SQUARE FEET 71
~+ 0 U
TOTAL PERMEABLE PAVERS-879 SOFT
SUPPLIED TREATMENT VOLUME DIAGRAM LOTS w N a
!
ALL RETENTION AREAS MUST HAVE AN OVERFLOW DIP/NIER W/DRAINAGE 0 1SCALE:
21•i 20'
•
• OVERFLOW TO STREET,TYPICAL
ALL DONNSPOIITS FROM ROOF MUST DRAIN TO COLLECTION PPE OR THE PROPERTY SHOWN HEREON APPEARS THIS MAP WAS MADE FOR THE BENEFIT OF
TERMINATE IN A RETENTION AREA INDICATED. TO LIE IN FLOOD ZONE•X"(AREA OUTSIDE RYAN THOMAS WEEKS&AMBER PAGE WEEKS
THE 0.2%ANNUAL CHANCE FLOODPLAIN)
AS WELL AS CAN BE DETERMINED FROM
R THE FLOOD INSURANCE RATE MAP No.
❑� 12031CO409C,REVISED JUNE 3, 2013 FOR
"—"......—"......—" DUVAL COUNTY, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
PROPOSED -- : UN"WT AL R M W. O A MIMRDW AND,11E FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
I I ORIfJUI rtAISID gAl OF A vLawA uc�
LOCATION
1 I ❑ ❑ 1 SURWYOa ARID MAPPOL* FLA.UC.SURVEYING&MAPPING BUSINESS Na LB 3672
LOCATION L__J �--------------�
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC.
DRAWN BY: JAH 1500 ROBERTS DRIVE DATE: JANUARY O6.20t5
! �
FILE #: 2016-0011 JACKSONVILLE BEACH,FLORIDA 241-8550 SHEET-!--OF 1
r-------------
I I ,
(t t SURVEY
1 - I � � A1.01 1/8.1'-0•
I I I THIS SURVEY IS INCIJW AS REFERENCE FOR THIS SCOPE OF WOW BUT
WAS NOT PRODUCED BY THE ARCHITECT OF RECORD. IT IS INCLUDED AS 1s1arA�r w-■■s IA1�
I 1 I PROVIDED NTH ALL FIECTRONIC INFORMATION. NO CHANGES HAVE BEEN
SITE ACCESS I ON SITE 1 MADE TO THE ORIGINAL FRE ANY INQUIRES SHALL BE MADE TO THE
OR OPENINGS PARKING ; I SURVEYOR DIRECTLY.
REVISIONS:
IN SILT FENCE j AREA j
TO COMPLY
WITH
I I I I I
1' I
I I
1 I I I I I
MATERIAL i PROPOSED: j
I 1 i STORAGE :DUMPSTER, :
' AREA I LOCATION I 1 DATE 5/6/16
' 640 SQ.FT. W1 DRIPED SEDGE CAP SURVEY
I L------------- I I I j W/DRIPFDGECONT 12'-0•
�I9O SO.FT_-1160 SQ.FT. EANCHIORED TO CMU Y 7'ADDRESS LETTERING 1
SURFACE APPLIED 2'_D• TREATMENT VOLUME
® .._.._.._.._.._.._.._.._.._.. .._.._.._.._..
STUCCO FINISH (STREET FACING)
CONTRACTOR TO MAINTAIN SITE OVER GALVANIZED DIAGRAM
METAL LATH ON 34
SILT FENCING PER A J ACCESS AND SITE CONTROL 8'CMU GROUT WALL MOUNTED a°®ee sp
o SOLID.TERMINATE LIGHT FIXTURES
v3 STUCCO W/VINYL r 1'-6' 4'-6' 4'-6' V-6' PROSECT NUMBER: 2015-2
J-BEAD
CA
SITE COMPLIANCE DIAGRAM
)qFOUNDATION18'
A1 . 0 1
1/b'•1'-D' i WALL W/ADDRESS
SLOWCONTRACTOR SHALL CONFIRM ALL PROPOSED SERVICE,ACCESS ANDV-6L PERMIT SET
UTIITY LOCATIONS NTH MJ PRIOR TO COMMENCEMENT OR NOTICE TO �f
OWNER.
XXX.D„c
100'-0"
t13'-6" 20'-1 3/4" 59'-101/4" " " "
5'-0 10'-0 5-0
j RIFY IN FIELD
aEXISTING FENCE AHU #1 AND #2
j I PORTALETD i o "- ------€ '--- ----'-� 00 r 1 1 �i FUTURE POOL EQUIPMENT
LOCATION L__J 1 r .==-===__; I "' TO BE COORDINATED BY
' -------, L - I
® ,;--------------;, OWNER AND POOL STEVEN
I W �" ;� - ;; MANUFACTURER
tn
PpR�N PAVER EDGE SET ; D. PAPKE
I a IN CONCRETE ; NEW 2 STORY ;; FUTURE POOL COPING HAS
I MORTAR, TYP. I i WOOD FRAMED ' FUTURE BEEN INCLUDED IN ARCHITECTURE
-J RESIDENCE POOL RETENTION PLAN / INTERIOR DESIGN
FFLR 9.00
i; PERMEABLE AREA CALCS 96231 High Pointe Drive
o ---- - ; I Fernandina Beach,Fl 32034
0
I
--' Voice:(904)887-8318
IC14
I -- i- OWNER TO COORDINATE,
j NEW PEF MEABLEPAVERS SET ON 1" i' i i ORDER AND PERMIT FUTURE
SAND B1 OVER COMPACTED FILL WELL PUMP SEPARATELY
' LUIS PA
FROM THIS SCOPE
I q A7/4
I ----------
-`"I IO
I ' i PROPOSED
jj__j'
z.i 1 DUMPSTER
I TYP -- ---- ------ 'LOCATONw
P
FlRE i APPROVED
HYDRANT ICOA8 I
® 12'-0" o _I I FRANCHISEE I cn
L_-_-_j x
o
w
J 4FT TALL SHADOWBOX FENCE
SILT FENCING AS REQUIRED BY - 24" LOW WALL
AHJ TO LIMIT OFF SITE DRAINAGE `�Z "'�' W/STUCCO FINISH, SITE RETENTION TO COMPLY
DURING CONSTRUCTION �L- STONE CAP W/REQUIREMENTS OF AHJ
APPROXIMATE EDGE OF RIGHT OF WAY
EXISTING W
CURB STOPS UV90
J', H
OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT �-1
--------------------------------------------------------------------------- W W a
W Q °z�
��iAR�CHITECT�URAL TE PLAN �"� 0
[�] N
� ST AUGUSTINE "WJ
SOD, TYPICAL WHITE 57 STONE INFILL
❑ AROUND CONDENSOR PADS
' --------
--------------
En
-------------Q NEW 2 STORY
WOOD FRAMED
RESIDENCE FUTURE IRRIGATION SYSTEM NOT
' POOL
j o I ; LANTANA (6), TYP FFLR 9.00 INCLUDED IN THIS SCOPE
_ _; OF WORK.
RED DRACAENA
j TYP PURPLE FOUNTAIN
MAHATMA (3),
-ITYP (15), TYPICAL
ANNUALS, I ' 12FT
'
TYPICAL DWARF. CRETE WASHINGTONIA
I � 1
j I 1 MYRTLE (2), TYP PALM
ul:
JASMINE GROUND
COVER, TYPICAL
18FT
WASHINGTONIA
DAM PALM CRETE MYRTLE 5/6/16
X (1), TYPICAL SITE PLAN,
LANDSCAPE PLAN
SP
Om®R' Sp
PROVIDE SLEEVED PERF PIPE YARD ST AUGUSTINE DWARF CRETE BOXWOOD MECT 2015-2
DRAINAGE SYSTEM TO AND BETWEEN SOD, TYPICAL MYRTLE (2), TYP (15), TYPICAL
RETAINAGE AREAS, TYPICAL
- - - - - - - � OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT - - - - - - - - - - - - - - A1 . 00
OLDY��2ARCHITEII�IIRAIANDSCAPE PLAN Pl RMiT
-�'-o' SET
xxx.oec
MAP SHOWING PLOT PLAN OF
LOT 513, SECTION No.3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
32'-0" 14'-0" LOT 523 STEVEN
❑� L07 511
a � NORTH POND PART A POND I ________ _ APKE
D. P
___ ; — ,oDTG — I
F-
r ---- I 4.5'X 31.5'BOTTOM(141.75)
5'X 32'TOB(160) I, o, LOT 524 INTERIOR DESIGN
I I I I V=315
LOT 512 96231 High Pointe Drive
I NORTH POND PART 894.5 I Fernandina Beach,Fl 32034
' I I 7'X 13.5'BOTTOM IOD
( ) 1 Voice:(904)887-8318
li I I
7.5'X 14'TOB(105) S
I ALL PONDS '; ;' V=207 I , �
TOP OF BANK, 8.5 ;; I 'I
SOUTHWEST POND 100.00 AF PADS)
I °WoaD `'0 0 y 20.0 Lus CA� PA
BOTTOM ELEV, 8.0 �' �� �� I 10.8-x 15'BOTTOM(162)
11.8'X 16'TOB(188.8) - •ffK'�..r ni �,
V=371 20.1* LOT 525
i I; ;I pl o➢' PROP TWO STORY POOLO
I I I I SOUTHEAST POND �, ,,,W
PROPOSED
16'-0" '; ;' 8.333'X 35'BOTTOM(291.655) o_'z' (CONCRETE1 POa•^"^ • es so"
i� Iit IA o � FOUNDATION)
i 9.333'X 36'TOB(335.988) A>O!' $o 10 ,,ye,sort ,
V=661 29-V
TOTAL REQUIRED TREATMENT VOLUME: 1512
I N 006
v - ,/ SDIpc PAVERS 'nes w1ItT' _j96 jq D�1—/---
- --- --- TOTAL SUPPLIED TREATMENT VOLUME: 1554
SOUTHWEST POND I z
i (+42 FT3 SURPLUS a1rK
! SOUTHEAST POND i ) o ��1 no)
\. ow
r
� —D-AVID ST_T——=
30—0' — — w
■ cEN u+E�_-�- 50'RIGHT OF WAY PAVED PUBLIC ROAD Q
- (FORMERLY PARK STREET) '/�
V I W
NOTES LEGEND '��1;
a
1.THIS IS A PLOT PLAN. .w� WATER FLOW DIRECTION 1�'1
2.NO BUILDING RESTRICTION LINES PER PLAT.
3.INTERIOR ANGLES PER FIELD SURVEY. A=FIRE HYDRANT W Q a
4.NORTH PROTRACTED FROM PLAT. W
5. TOTAL AREA=3002 SOFT SOFT=SQUARE FEET
• TOTAL IMPERVIOUS AREA-1999 SOFT m
TOTAL PERMEABLE PAVERS-879 SOFT I�
TOTAL LOT OOVMME- 48.BX
rVV/JJ, o
i m SUPPED TREATMENT VOLUME DIAGRAM N
• ALL RETENTION AREAS MUST HAVE AN OVERFLOW Dp/WIER W/DRAINAGE SCALE i'=20'
OVERFLOW To STREET,TYPICAL
ALL DOWNSPOUTS FROM ROOF MUST DRAM TO COLLECTION PIPE OR THE PROPERTY SHOWN HEREON APPEARS THIS MAP WAS MADE FOR THE BENEFIT OF
TERMINATE IN A RETENTION AREA INDICATED..
TO RYAN THOMAS WEEKS&AMBER PAGE WEEKS
UE IN FLOC ZONE"X"(AREA OUTSIDE
E ANNUAL CHANCE FLOODPLAIN)
WELL As CANEDETERMINED FRO
S
! THE❑ 203 C0C,REVISED JUNE 3,FLOOD INSURANCE RATE A2013 FOR
ROO - _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. DUVAL COUNTY,FLORIDA.
PROPOSED
OPSED DONN W. BOATWRIGHT, P.S.M.
PPET raT VALID Vrl=T W Sl MIM AND THE
❑ ❑ I 011MUL RAISED VAL OF A RAROA UDE"M FLA.LIC. SURVEYOR AND MAPPER No. LS 3295
• LOCATION
---------------
sREwARYAwF
FLA.UC.SURVEYING&MAPPING BUSINESS No.LB 3672
• ; CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC.
DRAWN BY: JAH 1500 ROBERTS DRIVE DATE: JANUARY 06,2015
st ------------
1 ; j FILE#: 2016-0011 JACKSONV I-LE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
I i
;
SURVEY
1 I
WE
I I ;
• THIS SURVEY IS INCLUDED AS REFERENCE FOR THIS SCOPE OF WORK BUT
WAS NOT PRODUCED BY THE ARCHITECT OF RECORD. IT IS INCLUDED AS Ssa►wa AW-I�IIRI�L
SITE PROVIDED WITH ALL ELECTRONIC WORMATiON. NO CHANGES HAVE BEEN
ACCESS 1 ON SITE 1 ; MADE TO THE ORIGINAL FILE. ANY NOARES SHALL BE MADE To THE
OR OPENINGS ; PARKING ' I SURVEYOR DIRECTLY.
REV190NS'
IN SILT FENCE AREA ' I
TO COMPLY eI
WITH AHJ
----------------
MATERIAL
I ,
O
STORAGE 'DUMPSTER
---_-- , 1 AREA 1 LOCA110N I
640 S0.FT. I i 1 DATE 5 6 16
SLOPED STONE CAP
I L------ W/DRIP EDGE CONT 1Y-0• SURVEY,
'190 SQ FT. '160 SQ FT. ' E.S.MECHANICALLY
L______1_____J ANp10RED TO CMU Y ADDRESS LETTERING
® .._.._.._.._.._.._.._.._.._.. .._.._.._.._.. :: SURFACE ARM 2'—0- TREATMENT VOLUME
stucco VMIINISH (STREET FACING) DIAGRAM
CONTRACTOR TO MAINTAIN SITE OVER cAI.vANIZEo
SILT FENCING PER AHJ ACCESS AND SITE CONTROL METAL LATH ON .u.l.� SP
8•IGROUT W WALL MOUNTED �T (lel omwnt SP
c SD. T LIGHT FIXTURES T
SOLID.
TERMINATE
STUCCO W/YIN
�i
it V-6' 4'-6' 4'-6• 1'-6' PROJECT NIA6FR 2015-2
TTL
th
SITE COMPLIANCE DIAGRAM 6 x 18• A1 . 01
At 1/b=1'-0' FOUN DATION
y� a LOW WALL W/ADDRESS
• CONTRACTOR IO Nl CONFIRM ALL PROPOSED 11ME,AOR 140 AND � t-6 �c PERMIT SET
U11UlY LOCATIONS WITH AHJ PRIOR TO COMMENCFAIENT OR NOTICE TO
DINER.
XXX.DWC