HomeMy WebLinkAboutIR Lagoon Trace 00-080-9233tsIl
vi
lom
ISAQWO
dirt.
r
% m•'' �i <1 fix° �Y i
F - t AWSqfl 'r s y. e .+r7 5
rN
N
m+=rt 'Fd
F i
b u+ l,,a N 1.�' 'arts& a"sefsp:. ,� "'Yt
et r 'y r i tl 1 r "vas+ � ��' T h yFH £,a fy
_ is yo a a
`= 4 ° F, zq�'
p„�Ef
aa,}p6, 'ri j^e#'`.
xr r>': of 0.s
,: ,+• x } a?r' � ry Y a arc fS w x%I '' x '"�, rc # � � ,.` � �x
1""' ratio Y;r xe;aam�
v
ca 4 a,'gat} a'{a,�a
F } A�aS �'
'tl:Yr "X•sz''deax
.r •2 i ':. i"bru $a 9s: H r „ rt a;6 Tw tlikxr r
%rrMd.�a��19O1§'W��hsi
`i ar"fl'.d i5 r,av�r
nay k!n r �a4t%�9rt
'x 4 E £; x,: t+, _ '�H P+ 1 �, s 1""£ a a5sk`trv+ Try 4.i,yr v (� oP:€ +e t _'• „ r
���rd � �`n����a4 se��'"•73;�. � + t«rs � .
a ''
£'R�N�` r^'aak��i ^4�w'T.
r -" w R„1 rE£
R' sk`" rfi'a rs,� l'ZiT, d ; r A X ' `�' ra 'aFF Jis< f ' 'a '" �•;�
` r �"' ::v �`" �r .'• !; �.. , . H IwS>Np�� tit �f� h£1"�.yy r + �. �. ,+r�,;U,"�.t � fix, k, J� 3. � t - :, -e
� «q.
V"*°,"N+`i{�rsh'�K,'�1 aitl s' 5,`�kf v. .". us'•'z. Via,.
a �... tr �xflEi a4f"'a'r�i hi pf rn2 Yk! r� R '€_, 'x e`
"
x .*. r ('w: & fit=%! z«.x ."..: ; v w .f, z,
... _ :.. rt ✓� >Z,:. � r, pA'y,. 1 �... 'S �u*,#-. ik. � .. ^,� b� `hS''h 9,... � p6a. _ 4
.,. .-..,. `., .«�.. a• Y3v£� e;"+C� r.':';.°`v` �r. i� �'r��r�' .i'� � fiy'•:_ r.�g. 4 g., �,�m... �£ ,:
,_„y .... .v Y: `^ „'.� �! �. +e fir"', ' ?� r `� kt, m �.::& 'a.!?Fe i�'d siif�: � . r . 9 7' ^ : tf � t`a^'!�'. n �'• £ ,"X ;:Y4"":zr..... -rn R `� . � �� 9
j
... ;- '. ,„ ..,rv�
fi'_'#
, c@
a _ Sri }' 2:� 4y,a id 4&� � '+ sC �M' r x �• "�` r' u,•,.
•: ; , A. s. + , .. _.n . ' ,,: 7' y'-.. . ?n ,. a�3.,ure f,:>a4.•, tiz 4, s,✓rtA 6� �'���z .3'^,
S
.r
.r
t
,r
qY
, g
1
pS
i X6
5
k7``
a
t s #€b
i�"r1E rt M 0N:
: kr'{b&
S,
WE
G
I
USE TRIANGLL4R SPACING
FOR ALL SHRUBS AND
GROUNDCOVER, SEE PLANT
LIST FOR O.C. SP.AC-NG.
�r
4 .s.
low�A
CURB/EDGE OF PAVEMENT/
PLANTING BED LINE ',
NOTE
WHEN GROUNDCOVER AND SHRUBS
ARE USED IN MASS, PREPARE
ENTIRE BED TO RECEIVE PLANTING
SOIL AND PLANT MATERIAL AS
SPECIFIED,
CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING
PRS PRIOR TO INSTALLATION.
n F7
3 - 2 4 STAKE PAINT
BRowN (TYPa
SOIL BERM 6" (TYP)
"=
UNDISTURBED SOIL
PREPARE PLANTING SOIL
AS SPECIFIED
F 1
MATTING
JA.c��¶KSTMO�N
1JR V i ER
ANGLIN
LOPEZ
RINEHART
33 East Pine Street
Orlando, FL 32801
P: 407 843 6552
E F: 407 8391789
I1111MI
C I
PROJECT AND OWNER
INDIAN
RIVER
LAGOON
TRACE
ST. LUCIE
COUNTY, FLORIDA
LEISURE
SERVICES
DRAWING SCALE
WMINVAIM
AS SHOWN
DRAWING TITLE
F
E
Ic
m
1 I 2 ( 3 4
! I
llw
�'1 ,a
r"'
WEATHER SHELTER PLAN
m
479
��r IIIIIIIIIII . ,
--__((;)&ATHER SHELTER
TOOLS 4" CONCRETE PATH
CONTROL PAD
JONT
_I III-E I I �i I I- I I-1 I I-1 I I-1 I I-1 I h I I 1=1 I I ` 1 11
- I I -I I I -I �� I -II -III -I T� r I=III 11 r
I-III-r� r-»�-rII-III-I I=i ►-IIi-III-I i i-IIr-»�-rr �N TON ti
III-III-I.I l-III-III-III=III=III=III=III=III=III-III-III= TO BE DE56NM
1 `Il1 I I FEI i I -I I I -I I I=I I------III-III BY STRUCTURE
- 1'-v
MT7
'It
e
h
PA M
8 CONCRETE BAND V
MV<
i
EDGE OF PATH'
TOOLED CONTROL JOINTS
I
411 CONCRETE PAD
Yr ��zr, vt g
POST-MOUNTEp Vk
/�B TRASH RECEPTACLE
---U 1SHELTER POST (TYP) t
BENGH
CENTER BETWEEN POSTS
ORF5i STOP SHELTER
r
4 STONE WALL.
fiS l
.,I l
L.� 5 V2
11
XX p
rrT�
5
SHELTER FOUNDATION
- TO BE DE66NED BY
STRUCTURE MANUFACTURER.
NOTE FOUNDATION AND ,,
ING SLAB TO BE SLE P
4-0" Sa
21-0II sa I
SCALE: 114" = 1'-V
I 1 I
F
GL.ATTING
Js 4 SON
KERCHER
_ AN'GLIN
LOPEZ
RINiEHART
33 East Pine Street
Orlando, FL 32801
P: 407 843 6552
E " F: 407 839 1789
!C I
-- 4'-OII STONE WALL
— 21-0" STONE WALL
BACKFILL WffH APPROVED
—TOPSOIL MX TO WITHIN 3"
OF TOP OF PLANTER.
STONE MASONRY
(611 - 181)
PROJECT AND OWNER
INDIAN
RIVER
L4GOON
TRACE
ST. LUCIE
COUNTY, FLORIDA
LEISURE
SERVICES
CONSULTANTS
SHEET 1
Ll
flr.
v.
1
f
4^V t5 f; L+
ztizd � e
5 4 M y
g6YS'��
Wit f',
i
i gM 45-F'F K{
tl b-02
SHEET 2
OF
3
0
0
C
• . • + •.
i ��
- 3'-bit
INFORMATIONAL
NAUTICAL FINIAL
- GLAS°, GLOBE WtrH
� ��, N
WIRE FRAME"
'"
Wes'?
BAND RASED
i/4° FROM 56N PANEL
� '
STANDARD FDOT
STOP SGN -
2" ACCENT BAND
— FLUTED BASE
-&" DIA. POST
-- pRECr BURIAL (3'-0')
COMPACTED SUEGRADE
SCALE:1/7 = V0
M
�5fc -
� iLuc�e
C�ount�
rA 10
NAM I-IERE)
Q = 3
d.' NOTE: MILE MARKERS TO BE
LOCATED BY COUNTY.
SCALE: 1/2' = 11-V
"3' 5 i� dm }l,'a1Y. l �•
I 9
FURNISHINGS
SYM
ITEM
SPECIFICATIONS
BENCH
TYPE: WABASH VALLEY 6' BENCH W1 BACK, DIAMOND PATTERN
COLOR: GREEN
FINISH: FL45TISOL COATING
SOURCE: CONTRACT CONNECTION PHONE: (800) 772-8369
TRASH RECEPTACLE
TYPE: WABASH VALLEY 10 GAL. POLE -MOUNT RECEPTACLE
O
COLOR: GREEN
FINISH: PLASTI50L COATING
SOURCE: CONTRACT CONNECTION PHONE: (000) 772-8369
WEATHER SHELTER
TYPE: POLIGON-SQ12-4M SQUARE SHELTER W1 METAL ROOF
COLOR: SURREY BEIGE
FINISH: POWDERCOATED
SOURCE: CONTRACT CONNECTION PHONE- (800) 772-8369
REST STOP SHELTER
TYPE: POLIGON-SSO-M SUN SHELTER OPEN W1 METAL PANEL ROOF
O
COLOR: SURREY BEEGE
FINISH: POWDERCOATED
SOURCE: CONTRACT CONNECTION PHONE: (800) 772-8369
PAVER
TYPE: 6" CLA551W SERIES
E 1
COLOR: MUAVE
FINISH:
SOURCE: PAVER SYSTEMS PHONE: (800) 226-9117
PAVER
TYPE: 6" CLAS51G0 5ERIE6
X
E2
COLOR: PEACH W. P
FINISH:
5OURGE: PAVER SYSTEMS PHONE: (WO) 226-9117
PAVER
TYPE: 6" CITY SERIES
E3
COLOR: COLOR MIX III
FINISH:
SOURCE: PAVER SYSTEMS PHONE: (800) 226-9117
TYPE:
THERMOPLASTIC COLOR: WHITE
PAINT FINISH:
SOURCE: 3M
NQTE: CONTRACTOR MIDST SUBMrr SAMPLES AND/OR OBTAIN SHOP DRAWING APPROVAL FOR ALL FINISH SCHEDULE ITEMS,
F
GL&TTING
JACKSON
KERCHER
ANGLIN
LOPEZ
RINEI TART
33 Emit Pine Street
Orlando, FL 32801
P: 407 843 6552
E F: 407 8391789
QUALrfY ASSURANCE 4 '
A. Coordinate all sign locations with the Landscape Architect.
B. Comply with all county, municipal and state requiremerrts,
C. Provide afive-year warra
nty on the sign construction, structures, and paint finishes
PROJECT CONDITIONS a
A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting. Show C
recorded measurements to final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay.
PERFORMANCE REQUIREMENTS '
A. Al signage shall be of top quality workmanship and materials, and be free of defects. Defective is defined to include delamination,
abnormal deterioration, fading and discoloration, weathering, failure of securing to substrates indicated, cracking, corrosion or coating
damage, or visible scratches on surfaces.
B. Signage shall not bear manufacturers code or other identifying marks on any area of part that may be Asibke in the normal positioning,
attitude, or use of the sign. Code may required sign permits to be posted on each sign.
C. The drawings are diagrammatic and indicate the aesthetic of "design intent only. Details shown are intended as a guide for the
interfacing of adjacent surfaces.
D. The Contractor shall ensure that the design of all support substrates and structures are adequate for the performance of all work
required.
E. The contractors shall be familiar with proper construction methods and installation of all items. have 10 years of experience, and 6 jobs
similar in nature.u:
F. The specification makes no attempt to consider all construction requirements that may apply. i B
G. The Landscape Architect reserves the right to visit the plant where fabrication will occur. The Contractor shall submit proof of previous
projects to illustrate manufacturing capabilities. a� m
PROJECT AND OWNER
INDIAN
RIVER
IAGOON
TRACE
ST. LUCIE
COUNTY, FLORIDA
LEISURE .. _.. .
ISULTANTS
619-11
Y
r .s.e
PROJECT NO. _ I M7,00
DESIGNED BY BCH
DRAWN BY - — NLG
CHECKED BY CHEW
DATE 03/01/00
ISSUED FOR:
909e REVIEW 03 MAR 00
FINAL PLANS 22 MAY 00
REVISED 07 JULY 00
2 3
1
4 1 5 1 6 1 7 1 8 1 9 10 12 1 13 1 14
1 130+00 131+00 � 133+00 134+00 1 00
DAL Dw
A"
4" PVC
"26
CASING
ASPHALT PAVEME T
STAR+ YVA'
6:1 MAX. SI
SLOPES
3.86 32
PF1 4
Fk, F14
114 R14
BE
--------
ST ST ST
IS I
OFFSET: 48.00 R
G
F
9
C
all
PUMP STATION NO. 5
136+00 137+00
infiffirIT17,1F rRo"WIMM".09F.Pr
N WAL SECTION 6::
SLOPES (MAX.) ELEV.
1 00'R EXISTING SWALE (TYP.)
PF16
001 A
Aw
&A
F
'H
STA: 13
500'Ll OFF 'SET i�•
I
PF16
PC
STA: 140+81t32
OFFSET: 66.81 R
I I EXISTING PAVEM
N
141+00
142+00
WL
PRC H
STA: 142+05.9C
OFFSET: 76.47
- APT
STA
—1 'OFF
0 20 80
S g A
W
V
n % % w a ?�s*
Wig
40°
001,
FINISH FLOOR ELEVATION F. F. EL. A/C AIR CONDITIONER REPORT OF SURVEY ur
FOUND FD. A.R.V. AIR RELEASE VALVE
INVERT INV. ALUM ALUMINUM 1, THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS
KILOVOLT KV BLDG BUILDING OR OWNERSHIP,
MISCELLANEOUS MISC. B. M. EL. BENCH MARK ELEVATION 40,01"w"I"m
PERMANENT CONTROL POINT P. C. P. BOTT BOTTOM 2, THE VERTICAL DATUM IS BASED ON TWO BENCHMARKS LOCATED BY WHS, INC.
POLYVINYL CHLORIDE PVC CB CATCH BASIN ALL ELEVATIONS SHOWN REFER TO N.G.V,D, 1998.
ROOF DRAIN R/D C.D.P. CONCRETE ENCASED D.I.P.
TOP OF POLE TOP CMP CORRUGATED METAL PIPE BM#1 ST. LUCIE COUNTY ROD & CAP BM#2 = FDOT BRASS DISC #9496X042
TRANSFORMER TRANS. CONC CONCRETE STA. 154+38.33, 50.331 LT. STA. 332+00.45, 20,141 LT,
TYPICAL TYR. COVD COVERED ELEV. 10.67
UNKNOWN UNK. DIA. DIAMETER 3. LOCATION OF AS BUILT UTILITY LINES WERE PROVIDED ON PAPER COPIES OF THE FOLLOWING
WATER METER WM D.I.P. DUCTILE IRON PIPE SURVEYS: 11, , 11 , �
W/ ELEC. ELECTRIC wo Owma WITH
EXIST. EXISTING CONSTRUCTION PLANS WASTEWATER SYSTEM IMPROVEMENTS
NORTH SERVICE AREA / NORTH HUTCHINSON ISLAND
ROYAL PALM TREE A;` BLACK OLIVE TREE PROJECT NO. 6277-54 (BLUEPRINTS DATED 11/12/97)
MISCELLANEOUS TREE PREPARED BY : CAMP, DRESSER & McKEE, INC.
CABBAGE PALM TREE
Z COCONUT PALM TREE RECORD DRAWINGS SOUTH HUTHINSON ISLAND WASTEWATER COLLECTION SYSTEM
AND RECLAIMED WATER DISTRIBUTION SYSTEM
PROJECT NO. 6277-10-DNM (REVISION DATE 04/19/97)
'�x -,-%w-v;t" -�st 4"
o� e PREPARED BY 1 SPACECOAST SURVEYING
PROPOSED SIDEWALK
4. THE WHS SURVEY WORK WAS PERFORMED FROM 07/09/1999 Tn op/m/pnon.
4.95 PROPOSED GRADE
THE VERTICAL DATUM IS BASED ON TWO BENCHMARKS LOCATED
PROPOSED INLET BY WHS, INC, ALL ELEVATIONS SHOWN REFER TO N,G.V.D. 1998.
BM#1 ST, LUCIE COUNTY ROD & CAP
STA, 154+38,33, 50,331 LT.
FDOT BRASS DISC #9496XO42
STA. 332+00,45, 20,141 LT.
ELEV, 10.67
IIG
c
GLAIMN
3
J It
ACI S]ON
ANGLIN
Z
LOPEZ
33 East Pim Stmd
Odando, FL 32801
R 407 943 6552
F. 407 &39 1789
INDIAN
RIVER
LAGOON
TRACE
ST. LUCIE COUNTY
FLORIDA
.26
1826 SE PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FLORIDA 33952
(561) 335--0300
CERTFICATE OF AUTHORIZAIION #26
SEAL AND SKMTURE
PROJECT NO. 4656.00
DESIGNED 13Y KMC
DRAWN BY DTS
CFECICD ErY SMH
akTE 01 MAR 2000
6SLED FOR:
DESIGN DEV.
REV.1 Final Revview 05/06/0
REV.2 Find Review 06/29/00
REV.3 Bid Site 07/21/00
C-1 *
%,EET 1 OF 12
1 1 2 1 3 1 4
8 I,, 1 IN"I 10 1 11 1 12 1 13
iC!
BENCHMARK #1
ST. LUCIE COUNTY ROD & CAP
STA. 154+38.83 50.33' LT.
ELEV-
155+00 156+00 157+00
STA. 159+55, 24' RT,
INSTALL TYPE "A" INLET
_- PER FDOT INDEX 230.
GRATE ELEL. = 5.1 STA. 157+00,
INV. �
SUMP = 0.6 END SWALE
,
r .�.., /._.. .
1 •,ter, �� r
11 !
• i' .1 .,
5.50
-
12 L.F. OF 12" SIDEDRAIN IST "..
H SBT BOX FILL EXISTING
(SEE CONNECTION DETAIL 1) SWALE
9
F
4.3
PR14 -
_ ASPHALT
T^
r- I
E CURB '�` r \\
.. `--CURB
" PAI
8"x24' CMP'''
NITH MITERED END +, CRl
7
INSTALL 596t L.F. 18
EXFILTRATION TRENCH
(SEE DETAIL SHEET 1'
r 4 • „ .. 1, 'w °+ .r!'�1,{'°, K :> � dy '` r �,�. %r {ti f lt�v:..;Y k E ,,, ��' ' .,� 'n ;t.'tl��'n M1 1 t4N a ,5
..: A a lx�f�Kt xb , -+ � r,rtx 's s g; �,,, r '4i��,k w r `�'`� fsw k.'S" m r r, _,,, vif S`Y • • • •• • � � ata*,`' >me Ik r, S • • • •GLArnIN
u"=gyp
t ... • : ,
t`
4,
:., m ". ,- fitx 5 � ':'" II >r`*N><# ' ..: ,. „ 'Sc '' ,.* ,e•,v �V "asar"4 .: ax z'1 i +" 'E"�mkx .. , ,. ,
a
{.� �'. ~� is � '.4.., , k .i ,^ .xr>= -as4,
?r`^`i� §�+*' "..' iwEi`k€ "ti r*w°M ,i' 4�.t i �#: s ,Wd3 ",L.;>c;'t � f"` a.• . '' • ,r e
ANGUJ
d x'��
s'i -�',
� ,,.s a:, •• • • r,,.cti::'
• • •
rir3 $ a wr x `V k'e f c fit dt ^.
. •ILWAM-416
. • . . v" avk'y ,n 317 k1 r' �, 1,xUE
xameme
• EMU`� , • •IDPEZ
,1rv. .
ISLANDI DUNE
WALL
e_ E 5 L.F. Of 18" SIDEDRAIN ,,.5.. L.F. ELELNUV.
�2.6
- �_ MITERED ENDS NDS i _ _ _ ELEy 2.s _
EXISTING PAVEMENT y' OF 18" IDEDRAIN rc 3.3
4.0 (SEE CONNECTION DETAIL 1) 2 V (SEE CONNECTION DETAIL 1)
ASI
PR14 - ---- ..._PR1g1+-:-- _=1`7`1P�e0. •.,
r $ ?.S`," Ali '�N•.- ... :. r. .,. a ..
- -
.
L
ow,z-
-DOT INDEA°230.
-DOT INDEX
EL. = 3.0
STA.
230 STA. 175+42,c41' RT.
_ TO
7
STA. 176+75, 35' RT.
T
INSTALL TYPE "A" INLET '
EXISTING CUVLERT
PER FOOT INDEX 230.
ST. LUCIE COUNTY
FLORIDA
I I G
179+0(
DESK BY KMC
DPAWN BY DTS
CI E0a D BY SMH
® --
DATE ' 01 MAR 2000
ISSUED FOR:
DESIGN DEV.
REVA Rind Review 05/O6/00
Ilk REV.2 Find Review 06/29/00
REV.3 Bid Set 07/21/00
" v rc : ti F..F. .[ ., :.....
., J1.
. , i..."..:,,: g so-
T ..
_
: n6:tiP
,.a
_ . r.,rt
-...�.. ^n @ o- 'ot..,i: y -
., t,.
✓
.•.
..
,M• a q
-. ., 4_ ':. .: f Vl
�3 ,.
.:
... 1.-,y.
.,: r
g ..?s
. y � _
R ..
Nu k,,'..yr .1[.�
'i�
`4 ' ...
i�9k
.s., ...
_ n..
5..
x a. v. ,A
k`
,
�$.r
'a' .'r?.
"..
r. i^ '. 3
� l'• -n ,..._ ,.e:' ,.v. :.,
1"'F
fyi :i Y
• .. E.
':
_
x w
...«.rt
:.a.. :' ..
,.. ,3
�-..
{,,
. I:r
_. - i,. [:
S WiJ,•i 6
ry G. n..,..
,.
... ". f./�r S ,.- 'S- .....-
^A a.
i. Yvh
..
,,,[::-
C r , '
•• :
S
.. , s �y ' , X':
- , .er ,.,. r m ,..¢"i.. ay.k�3
,r.. .r..
:... __ , ' ..
a
..... re
s, e.. _ ,'n.}3.. ;) -, ......o, `w A
4
�, >
fr v v
.. '...:.
.'
'"'tea
vt _
.:..
J -a
w.:, #
..� ;
_..... ..- ., e
rex.
r ... >.
o-c � �..i, v
.x
�
'..
�,
:<k, -
§3➢.
l�'S a v.. .n ..,� , , .o,:
'.:... -, .3,. ,„, .,
�.
sa ,.
a
-
,. ,. ..
.., ,
• :..
• • • ,'^'za.
�
w ..
':'
✓�
• • •
i'�;tf. ix.., ..
, R -
._ _. n< r
§
.. ,. „ -.
'\ .iri.
...,..: xrh n .r
.G ,-x..
'et. '.r5a .
sn
. ,@
, . -. r
i°"�S.. i4 fi r_r x
, _'..:,_
.. ...
f
...^,v d �:: ...r ,." ...
A. , „-,. ..' >va`f....s N.
,r v e.. k+Y. ... .i _...
.aa.. r.:
�
:.::.
,'4 ,. v ,.x 5.�"..,
' f
,.. :.., r..
6,.
r
,..
,
• • •
e:,. . 4..
, .. �. ,.. ,:._
u
a .. :A ...:
�
�
_55
" ,:.,
Y
� ::r N
,e
... .eC..
'
'a
�r
. ,, ., t .. k. ,. < .. s.,.
a, 1
�w..
:
,.. �' : 4mJ. rN, .. R- .r .,. � lajb
,.m '$•.,'avr rr
c ...
i ....m
•
Ilo
:f
r. A
•
•
.. .�..
4":.1k 5. rI <..
5:
Y
- e k
,.
.M- a, ._
,,. Y .: E A
- Gs .,A
;((F�tt�sy'''+++
,� n
.♦ . , ...
ti* , .. r..
,..
5
.< v .S , £. "'4 -. ^. .. N i.'-,`;r:, :.,lo.
ENA,:.
�N
:.
t„
.. k,+.: y.. ,1..
.;n. Y
veA
\
� }x
n. ..., �Y
�E. nu. ,.. ,... fir, v.-0 ,:-:
r.
.. n
«
§
_ .. x -
f
t'
Ay��
'
,Y. ,..$'
,..
)'. -.{ 6x.
:
...E
ry F'f
:...
'an '
s. .:.
.. _., .::,
;.vi._...,-.
fi 5v. ,r.
... r},
t.'+�{� .?a,,
�
- e 4
5 r>-�
�
11k
r �
I
e ....�
r�" .:
1 a� .c„la
... I s . ,.
�' , s.
... }... ,A�,'.+...
.a .. .,_ X'��0,
. ,. � � �p
� ,...9 " ¢,.r.1�g
h d mlo:tlfii'Ik,�..4,,,.
N
r.
^�.
,,.. ,3 �
.. , - r ..
., , y , s.
„ 'w. P,Y a
w
,k ..
..
__.
�,G
,.,
, ,..,,. ,. ..
- ... -:
.,,. ...
r ..:: r
Y,'::Maf
w-.e. �N._
�
.. .,. .. ....
, n -..
„ rr. ., �,
rpi ..
rv.,, ..
,. 3. :'
%�.
...,. .:
�r
, ... .±.. ,
,.. 4 ._ s-- ..a... ... ...
.......
• • •
• +'2`
G.
• . ➢,
. ,. "
x,r
� -. C o,
'v, 7 F ya .r ,., -
9-
s'.:',
,::.
.:
!. ,.
n ' ..
• .
r,
.,.
ppA:SSp....' +"1° f k,A
,.bk
6. gy h t , a4ir4a (E ''{'S[,�t',',"'
aa..
�
a �"i
�5�
5
•
��
r
a L
8r
-
_ :.,si ��-._.,��--�-----
--
�cr.+`�r r.� 'y°r+l�' -
- 7�`^-
�v flu _
_ �
� •.
'
-- -I
VON
I
'
x.- +. u.. .L'%
yy
a ., ,..
-x. ,.. ..,. _a.
'U�{ Y... »
,.. - x aw .,
., ...i
., yv9✓".
t 3. r..
.._ r is Y.. ,- ft.,,
... -.a 7 _.,. -.r...
s ., e. _ 9
.. ,. i.%.
-. e. ,. r9.. :...
., x.
, -r ,.. 3 t
v „ .'r tt ��
r ,. z i
r , - ,.
1 J ., ..-
, -.. _
nx»,.
.a. `v. .. ..
...,. f-. .. a. :
... .. .. tA'.
..: �, ,
_s_. ..,r ,
<...''"e9 .. Y ,.:..
v - I ,.. : t 5.
.. uu r:
I. .,, n.
:.x.. ..,w. r n „ <:
, , r �Y.
._. , �..v. J
K.
.. .. ...
, ..,.:. ..4. rr_
.. ,. x rvn
,. - SI
< .
,.. s. - : 'v
rv, .N ..
.. v L"
/^` :, r .. t
., r.. , _.., aw
,,.. e,-: c..-
r _ <. o-
., .,, 0. .. T
.. .. ...
... Yr r
..... ,. 3
.„... f-A.a. [� to
t,. z.
,-.
>. ... a •,.
,..., r ... .-: �• •`
.r..,. ,. / ,. ,r.. ,,, cr
, , ,J ,.
.:• � 3,. .. -:
- .v. <....
... .,
N
-aV �. rc. ...
.<:. ,
,. .,
) - d.
.<.. -.<.. -:.
,.. .- -
:' >.. .,
.4 .,
.. , - ✓...
.,.:'k ,., .....'
.. ..
, r :tea ..
.s „. , w
_ ., - r
a s
. CdF .. c
, , .e .� a E , 1. .,. .:.: ", ±, s4 ,...... er... .., .... ,. 1.,. ... `a +m „ ,.. -r ..::,.
L
`7:.�
r.
•
'l :: ,...., „r :
.:IPiNN., wrn4h(--x.. w). '.9•srv4""'"r
•
-
•
�' ',. :, R} .o- J
t Y ,�q� Ft..
� {hr � 'r,' : . ,M"� Pi;
... ... .'
r., u.
:.. 4'w;. ,w �,
.. :, :. - ..r ..... _. ,, ,..., ,.
.. .. , .. :,, {C+, :-. .,l . x....'
, r .. 4 ^s';. •, :Y:'.
,i ,:. .. r sr r
} .. „ ..: .., .. ,. V.k.
.. . ,. ,.-,
:r:'' .. . «:.. ,S
>h.,.,c m ,rc ,. .� ,.:
w ,x. .J,
c ma„ „", ,..
N
!g "'i".rv,. ,`1 d Y" gam.
ti?t: ar:r•, .::
..N i.„ n'r :ram. ... - as-...
_rvry k, v _
ms.
.v
,
V I[E
0 20 40 North
DPAWM TILE
1 � ,I •
ecc <
ax gp,
ki,
rw
0P.
"I"' I - I
n"m
qp&
MR,
lk�
Z . . ... 10
11 �i A `AWAU `tF "T Z�, u.
w.
z4l
Oil
Ni�
e,*0
14
0,11, 'IV 1�ll�e',,�,-'fl,� "'l, il�, 1"p"i.
�V U0 i&
5, R "OV
ago,
ETL�
T
SWALE WITH
Y
4
R
9
5S
E
45,
�..
A 'xl
f
'2q�5`a4"ry49' F y. ,z3 dSr
f r `,i+*.f ,"�� s, _ " 7 y a qa,"FR
� dJ„rc; 4 #" '^. .;rF r ��,t rc2 ri {:d r if •+ tq-nF,�o- � '�k'�Yi'"}'.>.e..� `„n.Y��d rM>,: .��FY ix. a � °
za
s t '.*' n. z -a .,r, fi r.>•9 as `,n`., ,,yy� ?.�✓''Y"� r a� ✓ esn '$n.P .'f;; �, H�'' r�>" f�"1 v' f r,s.,n'.�� } .�r,
ar, � e � � u '� z .+;?�' � � r++.a,i.� }.`,' } t °.a , sx✓ �i;m :.:"4t s'� r
c
y
i ..-'r• t ;+,.a ,s` B 1 r� : s w s ,�� n x.. } .r~t ..;� '+' `�a3'. �,.: '�:,` � s.. `�e h +x 5;
... f n : ,'.,, . n r .v . .'afi y..,..x z� 4 ?1t N?+`,"r v i 4 <, '4w ni' h s X ' 3 x` ♦ w .
i
2 �Y
_ "p`��'�"i
ca :y E, y try' "•T x ,.#' : 4 t �K
a
ask
yY,}y0 �gsc 1 91
>
., � ��ii X ix' sy�"f i '=�,:,�� xY� ✓. ..ii`.a ,}^�* a of fi�xt �Y ,y��va�..4 ,v. 'a rc�&
.:v , n. . w4c4 . fi'TA'; r, f52P'#y `Yi �.•t , -
a t+s is
>
v . <I .�7 x tx.", '. } .. a f3 ^x �^',a{ $k , Fr' ,2z �o-aN� �2' . � 8 Cw'£e •,,:$� 1 •, � �� � t�' +Yx ; Y �!T .'' a % t ,i,^,'�`> S� hS;- t �
. _,...:,: , :,Y_,=•.a; ... - ;,: ta, . .. >•.fa. 1,'*., '... :: 1 rcr,,.. k�� k.: Y.: v �' •: Y ,`£'r v �`: a4 ..:+. a'x ?re �f.k i F±,^ `<�L°s;
..r7` :°�. � � ., , : .:, :, A ,;.F,., � %i" ; 6 . {'�., a�: � „x8a K ,� .; , � '" S L ,v t;� �'o- ;,rs a••..�+ e a c.
�, f=
4
L�
a t
> � tF
a
S ; c
s. .. .. .. r 0. 4 .✓.. Y;�
..> .._ , 3
, .... r .:. ,.. .: ... '> a. 4 h "s _._ .:.... :r:.. .. ''`w..- .. ,..... :': i n\M d >, .'«. ,.,:. .. .- .n i ...... :,. . t. n..., 1 - � }'. c .n ,::: . .,: :.... s ,...., . ,.. •_, G
-.- x n _, c., _. ,.. ?." "f= .. .. .. a n ..-, �'. +. e .. ,. ,. e'. , ,..... .. r. ... �: a. .. u.: ., ....... .. .r. ,.. .. r .,...:.. . . ut. 7 1 ,:.. .. ..a a.. :. - ... t. -, a. ,-, .,--. x..
..... .- 3 "... 4, . , . , _ S . -x..4 ... *'4 ,. :.. -. r.., .e.W -. S,
OW
xi& . ,. P.A . m ... . ,. 5... - ,. iv�`, �..: _ .. r.. ,. x T. h..:m .:. _ , ... �
�.. n .. �' .'a.. .. � .. k.. ,. a. a 2..- ... ,... ': fi... .. ..1. e y
.-. , tt Y... M` :: ..-
. .:: .:" , d', , .. a .>. ._.r. N x ,i^ A'.. .. ....... r ... . ,. .... , 1 ... _:. , ... a ... ♦ ..:..
f.. i...
���
... .. .n,. � "7. ... , ,.. .. n.. .. 3 _. .. .. ,. ,. ... ..- a ..-, ... ... :
1
®m
14
I
51 {
R�-
• ii
s¢My,M
k
�A P�
e
... •YiN�
4 �
Y �
7�
f yy
r w? £ h S W F
IA
F+ r A", tc
rw
m
e
977
J,
wo—
wo�l
Arno; N
4,
LE,
"w �5
1111-1111, 1 , � =_- AA� 11 al o",
S im "" ,
"Tr"
�,g -wt,
"M Wo
a avow 0
4", k�,
Nq
x uh
a�
W, 'VT
AF
-�'WL'z
"W"K,
A
It
qui
n
WN 0 w, I 1j, q
n
,Won
To cps-
Qh%54 -My
;41
& 10
�,o �a,
111r, _VF
To , MQW go
ngwr�iw
MY _7 A,
""fi
oAp
��i �N
R TAN n K
i yz!l
�koP, n g §,1I,o` .,N
;V, �-W"15 P
N W, kq
7 W
wS �51 "u-
V�&
. . ... .....
P`
MIN
gp ""1`1� 1,
W, �j
al,0
el 'y OTA
ny woo-
Q1," 4
W, *WwT canny
1, 1, A�l
Af- R!
too
M 1)141,
PAN %&I
"St",
"Pft
"'o, V-7 11",
-AM
w, 'N', YOU", s.
"V WV
�;,14 W�
_g
M
!"AW
W `5,
r7 Not
PIP A1,Te1,!T
ant-
U yz_
W
L
14
N W ;�D
�4W AT
Nils
771,
77.
�A-
-.G
,77777,
0�
-j"
-J�
7
4 l I
I AN
ELEV. PER P
h
0 FP V
T tA
�?j i F
NP
MOM%
IN
I�H
AA NA,
ggA
v,�
0"
,� i - � " �,� AN
Ai
e
AV
0- �R-
K
P,Nw�'RXWI'l 'pal- P,
Pw"5
�Z
19
ell,
1A -
-Wnw-
VON ym�
im
STORM PIPE BEDDING DETAI �4
§1
, wl
I H
1042
NEI-!
� am 'Wi ii i,
x
wo hi,
4
w
1H I . . . . . . . . . .
zg�
2
3 1 4 1 5 1 6 1 7 1 8 1 9 110 1 11
12
13
J
AO
1 2 3 I 4 1 5 T 6
SPEDFICATONS
n
aa�
lam
DEWATERINO
,t 1
14
MA
GLATT14G
JACKSON
KERCIiER
ANGLIN
LOPEZ
RU14EFIART
33 Bast Fine Sftd
Orlando, FL 32801
1: 407 843 6552
F: •, 071391789
INDIAN
RIVER
LAGOON
TRACE
ST. LUCIE COUNTY
FLORIDA
G I
F
-
MA
GLATT14G
JACKSON
KERCIiER
ANGLIN
LOPEZ
RU14EFIART
33 Bast Fine Sftd
Orlando, FL 32801
1: 407 843 6552
F: •, 071391789
INDIAN
RIVER
LAGOON
TRACE
ST. LUCIE COUNTY
FLORIDA
G I
F
-
CO,a.lLTANIS
YA LIAMS, HAMELD
AND STONER, INC.
1626 SE PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FLORIDA 33952
(561) 335--0300
CERTIFICATE OF AUT-IORZATION #26
E
SEAL AM SIGNATURE —
--
D
PPOJEat NO. 4656.00
DESIGNED BY KMC
DRAWN BY ------ DTS
CHECKED BY SMH
DATE 01 MAR 2000
C
B
&cA ED FOR:
DESIGN DEV.
REV Final Review 05/06/00
REV.2 Final Review 06/29/00
—
——
DPAWM SCALE NONE
%7M
NO SCALE
North
—
DRAWING TITLE
CIVIL
ENGINEERING
NOTES
A
_
DRAWN, NUMBER
C-12
SHEEP 12 OF 12