HomeMy WebLinkAbout2001 - (#66) Expansion & Topographic SurveyREVISI[]NS DATE
174'+/-
GARDEN WITH NATURE TRAIL
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SIMULATED BRICK
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SIMULATED BRICK PAVERS
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UNDEVELOPED PARKING
PLANTER
STABILIZED BASE
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INDIAN RIVER DRIVE (80' R,❑,W,)
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1 PAD RESTROOM RETENTION
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SIMULATED BRICK PAVERS
SWALE
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• CIIVIC FUNCTI❑NS
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/- SIMULATED PAVERS
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RAMP AS NECESSARY Iilli---'""'�
T� 5' ABOVE MHW
iWOOD PIER
STOP SIGN REL CATED
-TO 2 ' FROM E OF
INDIA RIVER DR E
(BY HERS)
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1
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11 EXISTING ALK
/ TILITY POLE (REF.)
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.N BENCH
WOOD W W
OBSERVATION
DECK
V-6' ABOVE
GRADE
WOOD RAMP 1'-6' RISE
MINIATURE------������
LIGHTHOUSE
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APPROX. TOP
OF BANK
APPROX. SH❑RELINE
f
RIVERVIEW PARK
EXPANSION
L❑CATI❑N MAP
LEGAL DESCRIPTI❑N
LOTS 11, 12, 13, 14 AND 15, BLOCK 9, AND THE
NORTH HALF OF ABANDONED JEFFERS❑N STREET
BOUNDED ON THE WEST BY SOUTHERLY PR❑JECTI❑N
ON THE WEST LINE OF LOT 15, BLOCK 11, AND
BOUNDED ON THE SOUTH BY THE CENTERLINE OF
THE 80 FOOT ABANDONED RIGHT-❑F-WAY EXTENDED
FROM ITS INTERSECTI❑N WITH THE SAID PR❑JECTI❑N
OF THE WEST LINE OF LOT 15 TO THE WEST RIGHT-
❑F-WAY LINE TO INDIAN RIVER DRIVE, ALSO LOT 1
THROUGH 5, BLOCK 11 AND THE SOUTH HALF OF AN
ABANDONED HARRISON STREET RIGHT-❑F-WAY
EXTENDING EASTWARD FROM THE EAST LINE OF INDIAN
RIVER DRIVE TO THE EDGE OF THE INDIAN RIVER.
ALSO, THE NORTH HALF OF ABANDONED JEFFERS❑N
STREET RIGHT-❑F-WAY EXTENDING FROM INDIAN RIVER
DRIVE EASTWARD TO THE INDIAN RIVER; ALL LYING
AND BEING IN THE EDGEWATER PARK SUBDIVISI❑N,
ACC❑RDING TO THE PLAT THEREOF FILED IN PLAT
BOOK 1, PAGE 23, PUBLIC RECORDS OF INDIAN RIVER
COUNTY, FLORIDA..
EDGEWATER PARK S/D PBI 1)23 LOTS 23, 24 & 25 &
ABANDONED JEFFERS❑N ST ABUTTING LOTS 23 TO 25
INC BLK 9 AND EDGEWATER PARK S/D PBI)23 LOT 6
BLK 10 & SLY 1/2 OF ABANDONED JEFFERS❑N ST ABUTTING
LOT 6 AS IN D BK 19 PP 319 & 7, 8, & 9 BLK 10 AND
EDGEWATER PARK S/D PBI 1) ELY 15 FT OF LOT 7 & LOTS
8, 9 & 10 BLK 9 AND EDGEWATER PARK S/D BLK/BLDG;
BLK 10 L❑T/UNIT1 LOTS 4 & 5
TOTAL AREA=4,5 ACRES 185,130 SQ. FT.
CURRENT DEVELOPMENT PLAN
THIS SITE PLAN APPLIES TO THREE SEPARATE PROJECTS TO DEVELOP
THE RIVERVIEW PARK EXPANSI❑N PROPERTY:
PROJECT A - PIERS AND BOAT DOCKS
PROJECT B - SH❑RELINE REST❑RATI❑N
PROJECT C - SITE PREPARATI❑N/LANDSCAPING
OBSERVATION DECK/ATTENDANT SHACK
GAZEBO BAND STAND
PROMENADE, WALKS AND DROP-OFF CUL-DE-SAC
RESTR❑❑M
PICNIC PAVILI❑NS
SPLASH PAD
PROJECT D - SITE PREPARATI❑N/LANDSCAPING
HERITAGE HOUSE LEARNING/C❑MMUNITY CENTER
GARDEN/NATURE WALK
PERMITS
� INDIAN RIVER LAGOON
AeBEI
CITY OF SEBASTIAN PERMITS AS REQUIRED
SITE PLAN
PROJECT C - VETERANS MEMORIAL'
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APPROVED
DATE
SCALE
JOB N❑,
SHEET T 0 F
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REVISIONS DATE
VETERANS' MEM[IRIAL
SCHE��ATIC DESIGN
5'X5' CONC,
"B!".
BENCH (BY OTHERS) NOTE: PRE -CAST CAP
FOR TOP OF
WALLS NOT SHOWN
`112" SAW
CUT (TYP,)
6' PLANTER �..,' C2) 4"
STEPS
(STE ING STONES
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CONC, BLK
PLANTINGS & WALL
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APPROVED
DATE
2-2-01
SCALE
AS SHOWN
JOB NO,
01-004
SHEET 2 ❑F
J
PLAQUE LOCATI❑N
4' CONCRETE PAD (TYP,)
5,
1' DIA. PVC 5'
ELEC, CHASE
II
' C❑NC. SLAB W/6'X6' 10/10 W.W.M,
VER CLEAN WELL COI ACTED TREATED
LL AND VAPOR BARR R (FIBER REINFORCED
❑NC. MAY BE SUBSTIT ED FOR W.W.M.) \
II EDGE OF FOOTING
(3) #5 RODS CONT, j
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2 INCNCHES � 9'-4'
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4' STEPS
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12'Xi2' THICKENED EDGE W/(1)
#5 ROD C❑NT,
CONC. WALK
OVER CULV,
TO STREET
36'+
PLAN VIEW
SCALE: 3/16"=1'-0"
2 8'
SMOOTH 4' CONC. BLOCK -
(BREAK OUTSIDE CORNERS)
PRE -CAST CONC, CAP
(EXAMPLE)
SPLIT FACE BOND BEAM
W/(1) #5 ROD
j SPLIT FACE CONC. BLOCK
I! I° W/ #5 VERT. ROD AND
CELLS GROUTED S❑LID
DOUBLE C❑NC. WHERE INDICATED ON
BLOCK WALL FOUNDATI❑N PLAN
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SIDES AND ENDS OF WALL
SECTI❑N A -A
WALL BEYOND
SCALE: 3/4"=1'-0"
SECTI❑N B-B
SCALE: 3/4"=1'-0"
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REVISIONS DATE
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APPROVED
DATE
.3-8-02
SCALE
AS SHOWN
JOB NO.
SHEET 3 OF 3
IRC PLS# 4490 ¢�
+b' � FD IRC " " '�' APPROXIMATE MEAN HIGH WATER
'�� +`"� +�'� 4i• WITNESS SET +
+�o ^,FENCE +y^ LB #6905 + (10.00' FF5ET) +off' Q LINE ELEV.- 0.55' NGVD (4/13/02)
B/G �''�° n F a?�' ° 13u E 116.74'+h�(TO S4-IORE + 3
�ry E/P 20, D + N(05 18 0
b- WFS7\ < mm 2'3 684E MEANDER LINE OF SHORE
3101
E/P
-IARRI-'-_y� 2.' g8R• o_ RiW'S60° �'�6"E
\ INDIAN RIVER
aV ry- 2 40 �50N S RLLO�D+
_'03"E ,70,, E/P Hro
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/RC F DI° h� h b ° 22. I i' L Y t
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N68° 18' 03" E 1 10.10 + <, +a'
coNCRErE +bry •,� I C8 690 +b 3/ -73
C 568.48'37"W +� APPROXIMATE MEAN NIGH WATER LINE
`' i' 4 ! °° 13.48' ELE`✓.= 0.55' NGVD; (4/13/02) INTERSECTS
3 FD APRON. ' ^o ^� N(OF1603'I E +b• 162.00 110. 0_2,5.A FD rnl N ON CONCRETE RUBBLE GR,AI=-41C 5C,4LE
A/p 48g6 , �' ' + 4q 4q' I I TEMPORARY BENCHMARK= S /v. 5.23 -
PTN 4g' I I TOP OF IRON PIPE �' C� ° °° LOT I -� -c ° I i �I JO
a
224.32' /R A A 11 ELEV.- 5.07' NGVD I a c
0. C FD. 2.50' (1 a I O/V
I o 55, Np '3g35, o ,�o 4- 2.50' LOT 11 rn �.�r rn a RU PE
/ec 44' E , b• ,_ EASEMENT m ° o �.° e (T �B�E TE ( IN FEET
6 0S I Inch = 30 ft.
T +b �� T
s' / R SETS Z e1 COVERED PORCH I � 4 l ��D D
D ' ". ° ° +b`'Y' (T}�,/ ��F'N/NS
32 I ` qL
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o °NCE4 LOT q aFRAME RESIDEQ°LOT IO 2'/a LOT
,z.00' '�S 7°o
^o 9 ry�°°°°Ad O
LOT o � +. 6' o+°
LOT 542 LOT 12�`°3' 0;;/
LOT 4 WT34 evERED R5j
F LOT 7 281'561 o 0
0
068p
EXISTING BUILDING Oo{/.821I.8' ° ° OF.F. ELEV.- q.00' NGVD COVERED 0.4/ 2'
LOT PoRCN v
g
° 00
(
5.b4' Ly ° O O O O
O
CN ° o
22.3' X 22.3' ONcE�/- I °
9 2 STORY ° p'4D N
FRAME
NCE JRESIDE ® � e 51.22' v I I 2�, qs `'4i LOT 3 O I
lRc lRc sFT ,� ,p — — — — 1 cp LOT 13 pq�E �v�TT °
I
O FD 6905 _ — _® — — — — — — — 5 EASEMENT _ _ i <q�sk'FTE °
36 -- +^ _ +b---_-._� ------
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41.b3 1
ME L UTILITY
C c BUI DING k24
BLOCK II 1
0' 30 G4S Sr7/ 7-N„ 41.51' C NO FLOOR) I I aC� S 5' Cp
I T 1 1 °LNG
Nc
12' AWNING I 11.30' ��' I4 ( �iR�T 4 ° ° ° �T �8L'ETE
BLOCK q I 1 rp
f
z N1 I 4. sTq 4644 a ° I 160 INDIAN RIVER
N
° LOT 23 LOT 24 LOT 25 0 IL34' 6/4+9? ? C
LOT iq LOT 20 LOT 21 LOT 22 J "
� SCE RpU
a
l IY �Vp
I 40.00' 00' 41 sFT �8 6095R ° a I
Ad �p 5.00' I �� 6095 pp �.3" b'' 3� tip, ��
+b 5' EASEMENT - a 6 ° a, +>� a +a LOT 5 K
2.50 i�-----
1 Z -�
,
LOT 15 �, I e RAT a , °
1 N ° EN N f U)
.. -- UJ
N i I ` ° ` O G -- -- I APPROXIMATE MEAN HIGH WATER LINE
4q, _4q' 4q' ° o O r I 0O q ELEV.= 0.55' NGVD; (4/13/02) INTERSECTS �_ - �--� N //? ON CONCRETE RUBBLE
+ + 70 u I S7 OFF a
ST 4g 2 JEF o nl z ,ran o pER 0RpN� ,DN oSEq�q`L
pER gNDp FERN a hd S O 1 g 87>2R�w Q, cy Report of SurveU-
NFD N a + + 0 'y — � CILK F �N � I— J
� +a� 570°17'59"W +a 165.(0l' FMo� s$3;os,z„
- e *TYPE OF SURVEY: TOPOGRAPHIC
ON STREET a01 Riw) +b Pb,`° +`°� - — — — — — — — — — — -
JEFFERSON � — + � � !�' (TO FACE OF SEAWALL) ,;Rc p J
R +p S 0./ /4 /p +h a a `� �11+p 0. / s FD S ;/2 �TNIs Di (l0 ooEss, -4 o \�K wqc� * THIS SURVEY PERFORMED BY:
570°17'5q"W C SET !/? 04' S FD. I qQ FFF`c / / 8 05, sTq FF) T oP HOUSTON * PRICE, INC. L.B. #6g05
22.40' 6905 p egND FENS 9 G�`c TN _ 0 1� pER ND)O;W ON ST +a. N p�'D Epp TNF /S C /S/ +'� SEBAST AN, FLORIDA No. I
(ABANDONED) �eF o , %(�01436 - U.S. HIGHWAY Nc
S� ORS Fp 8ST�,E�r ST o+a. pRD °'8> 21 BEET 87�NDIgN R/i qES / 32g5a
O ?/ ITI °i — 1-21
R) * PROFESSIONAL SURVEYOR * MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.S.M. #44gO
_ l 123' i
50 50' THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM
1 I TECHNICAL STANDARDS (61G17-6, FAG) 15 SUBURBAN. THE MINIMUM
X RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT
IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED
Z 1 1 GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
N I I LOT 6 rn REQUIREMENT.
I * ELEVATIONS AND, DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
P +h ��cA AND DECIMAL PARTS THEREOF.
J - I I < * THE LAST DATE OF FIELD WORK WAS: 4/13/02
LOT I BLOCK to 17-- I L Legal Description:
* THE BEARING BASE FOR TH15 SURVEY IS: N18'30'0q"W ASSUMED ALONG
cn J I I p THE CL OF INDIAN RIVER DRIVE AND SHOWN ON THE "RIGHT-OF-WAY SURVEY"
LOT 2 LOT 3 LOT 4 w LOT 5 0 1 1 O OF INDIAN RIVER DRIVE, PREPARED FOR THE CITY OF SEBASTIAN BY ROD
O LOTS 11, 12, 13, 14, * 15, BLOCK q, AND THE NORTH HALF OF ABANDONED REED, FOR MASTELLER, MOLER * REED, INC.
m_ A JEFFERSON STREET BOUNDED ON THE WEST BY THE SOUTHERLY PROJECTION OF
W r r m I THE WEST LINE OF LOT 15, BLOCK q, AND BOUNDED ON THE SOUTH BY THE * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
D >I I LOT m CENTERLINE OF THE 8o FOOT ABANDONED RIGHT-OF-WAY EXTENDED FROM ITS UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, IMPROVEMENTS,
N I INTERSECTION WITH THE SAID PROJECTION OF THE WEST LINE OF LOT 15 TO THE OR ENCROACHMENTS, EXCEPT AS SHOWN.
D WEST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE.
r * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS,
9
7 AND ALSO, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
_ N 1 O �i A "SKETCH OF LEGAL DESCRIPTION" PREPARED BY JAMES A. FOWLER HAS
3 S LOT 1, 2, 3, 4, * 5, BLOCK 11 AND THE SOUTH HALF OF ABANDONED HARRISON BEEN DISCOVERED RECORDED IN O.R.BOOK 753, PAGE 1176, PUBLIC RECORDS
�\ \a STREET RIGHT-OF-WAY EXTENDING EASTWARD FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER COUNTY, DEPICTING A 10' EASEMENT (APPARENTLY FOR
+b +b 3 3) 1 +h h h a h LINE OF INDIAN RIVER DRIVE TO THE EDGE OF INDIAN RIVER AND ALSO, THE AN ELECTRIC LINE) IN BLOCK 11. THE ACTUAL LEGAL DESCRIPTION WAS
NORTH HALF OF ABANDONED JEFFERSON STREET RIGHT-OF-WAY EXTENDING APPARENTLY NOT RECORDED. THE SKETCH DOES NOT CONTAIN SUFFICIENT
Legend < Abbreviations: (symbols not Bca Ieable for Bile) �� - - - - - - - - - _ _ _ - o FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER DRIVE, EASTWARD TO THE INFORMATION TO RECREATE THE EASEMENT.
+�*- -- — — 5' EASEMENT _ — — 4--
1-� 8 INDIAN RIVER; ALL LYING AND BEING IN EDGEWATER PARK SUBDIVISION,
j ACCORDING TO THE PLAT THEREOF, FILED IN PLAT BOOK I, PAGE 23, PUBLIC * NO TITLE OPINION OR GUARANTEE I5 EXPRESSED OR IMPLIED.
PL5 - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE e IPSM - PROFESSIONAL SURVEYOR * MAPPER `� $'' RECORDS OF INDIAN RIVER COUNTY FLORIDA.
WOOD UTILITY POLE * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
LB - LAND SURVEYING BUSINESS S - TELEPHONE SERVICE /RC 53? 5' EASEMENT END OF ARE THE SAME.
(L - CENTERLINE - ® siDEwALK SAID ABANDONED RIGHT-OF-WAYS (ABANDONED BY CITY OF SEBASTIAN
CABLE T.V. BOX SE I ORDINANCE NO. 0-87-21) ARE RECORDED IN O.R. BOOK 0753, PAGE 1174, OF THE
R - RADIUS ® - ELECTRIC BOX T 690fi I �----- I * LEGAL DESCRIPTION 15 BASED ON A LEGAL DESCRIPTION CREATED BY
L' - LENGTH - LIGHT POST �0 1 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
L� - DELTA ANGLE � b' I -p S.P. MU51CK, P.L.S. #II92 ON A SURVEY PERFOMED ON THESE PARCELS IN
E/P - EDGE OF PAVEMENT o - WELL \ Top 53.2, { p Ig74, AND UPDATED BY THIS FIRM.
HYDRANT OF egNK S m AND ALSO,
B/C - BACK OF CURB D4 - GATE VALVE 89° *UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED.
B.M. - BENCHMARK ® - WATER METER \ ` +0 4�107„ � p LCT q I THE EASTERLY 15 FEET OF LOT 7, ALL OF LOTS 8, q, 10, 23, 24 AND 25, BLOCK
RCP - REINFORCED CONCRETE PIPE g - SANITARY MANHOLE o ST'q T W + g OF THE EDGEWATER PARK SUBDIVISION, TOGETHER WITH THAT PORTION OF THE * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES
O - IRON PIINT PE BEGINNING - SANITARY SERVICE ��°�op� b`� UT�gL F ��� 230 /� �l'105�pCgr 6_ ABADNDON�O RIGHT OF
SOUTH WAY
TOGET ER WITH AL STREET
LOTS4ABUTTING 6SAID
BLOTS
AND g3,BLOCK DATED DULY 2nd 8'g�*2g" PER FLOOD INSURANCE RATE MAP # 1206100077 F,
SEPTIC TANK NK 25, p - IRON ROD * CAP (IRC) - DRAINAGE MANHOLE ` L h !? (Cq�C I `
0 - CONCRETE MONUMENT (CM) - CURB INLET T� Fpq 3. >5 ) 10, OF THE EDGEWATER PARK SUBDIVISION, AND THAT PART OF THE ABANDONED
_ p ,q ��,. ^ RIGHT OF WAY FOR JEFFERSON STREET WHICH ABUTS LOTS 4, 5, 6, 7, 8 AND 9, * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC
(M) - FOUND rim - SURFACE IN
EASURED
F.F. - FINISH FLOOR -a- - STREET SIGN
EXISTING ELEVATIOr
FD. `•Q?q � , D�TC� j ANT
,
NO 8 Ip /Rc s 6 cA
+O
� , ET �. +a.
905
TYPE: TOPOGRAPHIC SURVEY a°� l
HOUSTON & PRICE, INC.
Professional Land Surveying —Certificate No. LB6905
9436 U.S. Highway 1
Sebastian,. Florida 32958
Tel. (561)388-8603 Fax. (561)388-8604
PROJECT#: 02-144 (SEE 99-145 & 02-002)
DA TE: 4115102 F. B. PG.
DRAWN BY. P.R.B.
CHECKED BY. S.A.H.
TOP IADWALL
ELEV.- 3.00' NGVD
+4 INV-- '
NGVD (-)0'W
pR TOP HEADWALL
ELEV.- 2.A5' NGVD
„ UNDERGROUNC) RCP NGVD
SCALE: 1 = 30 SHEET. 1 OF 1 GAS MARKER
TO THE NORTH, AS PER PLAT RECORDED IN PLAT BOOK 5, PAGE 25, PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW SITUATE AND LYING I
INDIAN RIVER COUNTY, FLORIDA, PER PLAT RECORDED IN PLAT BOOK I, PAGE 23
PLAT OF SURVEY FOR:
CITY OF 5E5ASTIAN
"RIVEiZVIEUJ PARK EXPANSION"
VERTICAL DATUM (NGVD) OF ig2q. THE BENCHMARK USED 15 U.S.C. G.
N TIDAL STATION 5; LOCATED 50 YARDS SOUTH OF THE JUNCTION OF
CLEVELAND STREET AND INDIAN RIVER DRIVE ON THE EAST SIDE OF ROAD
ON TOP OF SEAWALL; ELEVATION = 5,13' NGVD.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
�...�..
STUART A. HOUSTON,
P.L.S. # 4490