HomeMy WebLinkAboutPLANS 1to
LO
N
Lh
CONSTRUCTION PLANS AND SPECIFICATIONS
FOR
COASTAL FLOOR AND GRANITE
SAINTILE COPY SECTION 26, TOWNSHIP 36S, RANGE 40E
COUNTY, • .
SCANNED
BY Project
St. Lucie County
Location
LOCATION MAP
E
ENGINEERING DESIGN
& CONSTRUCTION, INC.
D
1934 TUCKER COURT
FT. PIERCE, FL 34950
Cphone:
772-462-2455
fax: 772-462-2454
Baao OF PBor® Mmms
mmmCkm OF .WINdi mm M Bm 99m
VICINITY MAP
INDEX OF SHEETS
1. COVER
2. SITE PLAN
3. DEMOLITION PLAN
4. STRIPING & SIGNAGE PLAN
5. PAVING, GRADING & DRAINAGE PLAN AND UTILITY PLAN
6. PAVING AND GRADING DETAILS
7. UTILITY CROSS -SECTIONS
8. UTILITY - WASTEWATER DETAILS
9. STORM WATER POLLUTION PREVENTION PLAN
10. SPECIFICATIONS
RECEE E
OCT 17 2016
PERMITTING
St. Lucie County, FL
=;a1
` Y. P.E
ALL ELEVATIONS SHOWN HERE RE RE / E GsRCCCRT
NORTH AMERICAN VERTICAL DATUM NAVD88 I \ _�L 10M
wSO)
L Inch.
m rc
DATUM:
ALL ELEVATIONS ARE BASED ON NORTR
AMERICAN VERTICAL DANM OF 1900.
TO CONVERT TO NGVD 1929 ADD 1.E7S
FROM NAVD
9-f4�I�
-7R
HAVA 16E8
Bal'�y{III
I
I
� +fi
I�\
ESGRINDEN
STATIDN LAKES PLAZA
F PC ISm
PROPOSED NOWHOUE
—
MANNOIE
PROPOSED
SANTARY
.EMFRTUB
pNCPOSEDIRA N
BA RARYFMIN
9
+ SULLIVAN
PROPERTY
NACART
F%. spNNM1FR B0.0
^�- EZ EIEG BO%
PROPOSED
ANFAAY
BEWERS,IIB
SITYKEN
PROPERTY
NMµn
PFOPQSESANITARY
VAIN
RY MAIN
PR❑ I
PROPOSEDEEII, BILLBOAPO
=AWTA�
MANIIOLE PROPOSED2P STOP&W
WITH SMPSIGX(R11)(IYPI
—
BI.RO.K
COVERED
PALM SIAYPE
(TYMIt)
DOUBLE STRIPING DETAIL
YAGM
FUTURE ..USE COR
ZONING CG
PROMFOBEo1V — PROPOSED 119
-
POL LEN£LL BUILDING .0111FF. J
OTXERB) FLOJR AREA•B VD. HLO. UMP
FFE •1TW NAVD
+
SCSSR fAF.F.
/ PROPOSED
IRRIWTIOXWEIL
N �10 BYm ER)
X.451GN5 \ '
— IEEE OETAIU
RYPE + a
I11 -US ++
J /wPQ 10
MO MENT
SW
+ a
jION
I ? �
/ D V
n ® +8
-5p
+'p
g
AUNT
F.EIANCUBE: COA
ZONINGCA
AO9 Y mWIPM[
F
INSUSPI
4
RERIY
16' PARKING STALL DETAIL
RLBvemRaw
V-6
4
RE Y
sMm
1 B' PARKING STALL DETAIL
ETEM10N
Project
e
10' z 10' DUMPSTER DETAIL
LEGAL DESCRIPTION
AE�CTOF LAND LOCATED
EUBDMEONSECTION$
N,STNbi ,S,CCUW ,
ANOTNTPARTOF
RANGE tlF NDTHATIPART OF
4, KINAR
LOlS3pNpA NMICHAREDESCRIBED AS FOLLOM:
RING ATTXEMIW OF INTERSECTION OFTIE FASTERLTRIGHT-0F WAY UNEOF LLS.HIGHWAY
No..AN%W MRLYUWCFSAOLOTJ1XENCERIMNOR M-01-WEAST.ALONGTRE
W UNEOFSMDLWT FORANS NCEOFMAFEUTOT NORMLINEOiT SOVMHALF
OFWT3:TIENCESOMH39L211'FASTALONaTRE ONORMLNEOFTHEbW111R OFWD
LOT B. FOR A DISTANCE .1.1 US BM, THENCE NORTR V7% M MST FOR A DISTANCE OF Mfly
FEET TO A PqM: THENCE BOOTH 2'J8'M WEST FOR A DISTANCE OF YLm FEET TO A POINT OF
NTERSECTIONAlNlXE SMO EASTERLY N.HT. -WAY UNE OF S HIGMYAY No. 1: THENCE..
2T'sl'i,EAST. ALOXG CARD EASTERLY RIGW4FAVAY UNE FOR A DISTANCE OF FOR FEET TO WE
POIMOFBEGINMNG
THERE ISA BLANKET EASEMENT FORTHE ENTIRE PROPERTY RECORDEDIN O.R. BOOKSW, PG. VU
PUBUCRECAROSCFST WCECOUNN.
SECTION A,T RWP]SSgTL.µ IBEAST
CO 1FRObly9ER.I.AUMS
PARCEL ID A: .1.11.
`
PROIECTNAME CWSTAI FLWRS AGRAHIIE
SOUTH US. HIGhWAY N0.1
O^9
FORT ST. LUUER S0,18
10 PROPOSES CONC
OA IUDEVELOPEN PALM PARK CENTER U.C.
OUNP RPAD /
EBS.E FEDERALWGIM1WY
XIGHNASOHRY LL.IL'
A OPA.UE OR
ENART. FLJ1Wi
LSBE OE1.1
CMITA
I
E V.HO U CON
CO
1
WOSS SITE AREA Gesm].F. V= ACT• 1BDnB+
LEGEND
1
IMPEWMSAREA 27.m RF.(6CBAC)v SSITµ
EKISTINGGM
PROPMEDOUILDING C.CCSSF.PA(NAC)`IBWY
PRIDIMEOPAWMENT 149DCRE.IOAMACI`SKETS
y11
TMURB
B •L] II PROPOSEDEIEVAHON
PµWW
.AREA (OPEN ACE, YF,1R08.F. LS62< ACI`<S.PoY 1E9 + MP - RICK PCNN
IP �� IDUAINODATA: SLURP
1 RETMLAPEA &ifiJSF. O5 PIPE INTERFERENCE POI
Nr� BmL➢ING XEIGW:
ONE STORY BIEIGM OF 2E ET) §I f�_ RUNOFF FLON DIRECTION
MOENI... WUC M. SO 1.)
BNIOING SETSACRB I,C, _ PROPOSED COMWR
PS PROM: 2E PT. ssR ELEVATION
OE 10 R. FpOTMHEREp ENp
BIDE BOWEL SO
AP USSTMUGE SECTION
I.R.UN. VSE C. REPN' AFT' 0
20NING:W PROYNEROFUTTPFES V) NJ(TFEE
WATER PGTST,LOUSUD I SYSTd.pEPARTMEM
WABIEWATERP.TST,LUCO.UTYSYB ...SPARWENT ENDWISE,
PARgNGCALCVUTIONS �-A�
PAN .0 REOV US _ q� MMPOKERPOLE
S SPACES I I Arabi CARPET STOREI ETU LI
....] FI.-. SPACES NE.VIIUIYPASEMEM
PARMNG REQUIRED .DE SPACES R NO) 4 PROPOSEDUUITING
PAfWNGPRONDEO -N SPACES IS CI
A REDUCTION IS REQUESTED PER SECT TOIOKFl ® PROPOSED PAVEMENT
y TRAFFMSTATEMEM: \\
ext NSTINLE OF TRANSPORTATION ENGWEERS \
TRWGENERATION.Rn EDmCN PgOPC.ED..gEIG
EUN..RESTORE SKIS
(AVERAGERAW..L.B1
AVEMGERATE PROJECTSF FEES
WEEIDIAYpA LYWIFE,❑ E%ISMNGASFH
FUNNINRE STORE PBBO S WI WJ.. F. A S. RE
m _
vm
R
49.
a
o X>< ADm
? ®A INGRESS/EGRESS
EASEMENT (I.E.E.) DETAIL
UBBD 9
- ---ENWINA. STORE PMB)OlM.W15 F.. BAD sSg — ERSTMG CON=
PM PEAL HOUR TRIPS:
NRWNRESTORESIGHN OSVI,OTS.F. A S. RR-lQ A
PERINIS SUCSTPEpNPE6
S LCCTOPMWATERPEPNJT
i OTOWATER V.EPOPIRWWERSAFT
FDOFDRpIIUGECONXECPOry PUMIT
TO COO FWTORNEWAY
PB W SO PE NAIT TO CORD
DENNAGESYSTEM D
WVTNGE SYSTEMALLCONSISTOFDRYOETWFONAAEAWIMpBCINRGETO
THE ROADS WALE ON U.SMCNAATNI.SPANDCRITERSAFORWATIBRONALIV AND O W NN1Y TREATMENT ALL BE PRONDEO.
DEVELOPMENTSCHEDNE
B EGIN CONSTRUCTION: JIRY Atb
END CMMVCMON: IADWS
T XIb PRWEm ISSu UTOT ECAAPN IVMCHRECTIRALSTANMRBBINLOC
SECTMHT.IC24
ALLMUNESS.U.11SINOERONDULO,
Z U
Z
W Z
p O F o 6
SON �3
W CO Y W N
U
Z Z F2D"w nF a
0 F- m n 88
ZU�fL MIL x `
IL m I~L O.w mB
�A
RA
F '
E o SS
�0
}
O
0
LL
11
I.
IS
T
.I
2OF10
Z:115-pro]ects115-256(Elliott Property-Coasfal-Floo6ng)1Drawing115-256 Engineering R3.dwg, Demo Plan, 519/201611:36:00 AM, Jessica, EDC, Inc.
i
0
m
WM WM — — INM — WM
EX. 16" PVC
WATER MAIN
mm�
_
v „
m�
-77
---- --GAS----- ------
— FM $ IMVW—
I
SC "oz a
—
.�[FM
+,
02
�
n
I
O
+,
a) 0
C
-4 m
J
I"
G
9
S
o
m$
9 0•
c rrn
2 1 e
m
� �
o
I ale ='� ?�,.:r:. • • �
I gR9 i_
I li DEMOLITION
ST. LUCIE COUNTY FLORIDA
III
1 , i 1�1 III 111'.
���lme�U4��4!�•A�1�1�1�-w•••�•�•�•o•••yl•�•��h•••e•ee•eceecerre��ceeeneweceecee�.�.�.
zozap
2pFa
uri<C
is
o'mpo..
O'Zy
o n m
3 �m
�O z
ENGINEERING DESIGN
& CONSTRUCTION, INC.
""•`""" """°"
` - D
1934 TUCKER COURT
FT. PIERCE, FL 34950
phone: 772-462-2455
I',
fax: 772462-2454
!
BOMD W UB PROfF5510IT NViS
crnnnv.*c oP •urxowunav xuuam ems
IS
Z:115-projects115-256(ElliotLProperty-Coastal_Floodng)IDrawing115-256 Engineering R3.dwg, Striping & Signage Plan, 5/91201611:36:01 AM, Jessica, EDC, Inc.
M,TIX2T°AY,11XT¢C°N ..EEE.REEENIED,RAEM.AB µMSBnw£MM6ENCE I6 R,IEI4E°WYMV TIE6VEpFl Mt SW EW—UUT PrtlENµM
n
A
O
T
0
I -,�,T —
a
4-- U S 'HIGHUS & 5) - - — — _
=
— +. —� —
a
+'a
a
+'a
+,y
+11
\o
— —FM— � —EM—
C ®/L
zF +
6� � So. e +
g$ m He +
3G =Gs L°may '•G
Efl0EJ❑�
6
8
8
Q
_ 08 yo R
m S o p
r
r)
r n
8 '
2 "
,,
3s
°
O
m
9 g
H o y
AL FLOOR AND G
STRIPING & SIGNAGE PLAN
;T. LUCIE COUNTY FLORIDA
>>°o10
o3�C
opyI.
3
2F,So
agz US
-.
.e o
o'�o�
amp>IMiI Ey
2
7
E
ENGINEERING DESIGN
& CONSTRUCTION, INC.
°" °'
1934 TUCKER COURT
6°,w.°=°m.... SU�
(y
�1
C
FT. PIERCE, FL 34950
phone: 772-462-2455
fax: 772-462-2454
6Ce�
BOM a DRCEFS90NAt BaNIMRs
SIRSEU
ure
cElillFlGlE W AUTIgO VM NUMBER ea,U
Z:115-projects115-256(ElliotLProperty-Coastal_Fleodng)1Drawing115-256 Engineering R3.dwg, PG&D and Utilffy Plan, 519I2016 11:36:03 AM, Jessica, EDC, Inc.
TI TIE CONCEIIR Y9OEEICNE PRE.E. MEAEIN.0.9M'INSM,MENlCPSE.... IS ITTE.EO.11. RIE SCECIFlC PIPPO6E• OI IT ImE PNEPMEO.N RELIANCE MMB WCWEM WMWfYMrcreN n UEIPATCN
IS
u
O
0
,U.S. HIQHW— NO —&R:,,S)
U
+-
a
6
+P
a
/�pl
a
Hp H
ga
NO
IS
ofig
m
s:
o
D
_
s
o�+
ug
agg
��o=Oz
2"
g o m
e H
,o_mm
w
$ 9S"
Nng
€Qa
R w°
7 ni;FS
t-oo
ac
ss
a=
FF
�m F
m N
°p
oN
gan
s'o
Cms"�
ONE;
�m
pp
§^
z.
;°
4
g rye
m
g
oS'
S
3$90�
'g.Hm
�<
mo
§ 'IS
sA
0 65 s
a �
� N�o
Hug
m
i
TbT.
=pp
o
r
s
h $
e RR
9
mo
US W
^aFo
g
IS
o
a s
ISIS
5
F&
F
IS
i,
SE
R
OASTAL FLOOR AND GRANT'
PAVING, GRADING & DRAINAGE
>" PLAN, UTILITY PLAN AND
y STORMWATER POLLUTION
PREVENTION PLAN
C-
ST. LUCIE COUNTY FLORIDA
:;E
DA
F .
m
J
Im$
Y
._ �________.P_______{s____
I
v h 2DC g
fy
s 7E a �
ERE
F
-
Q
n
''se
9
6e
m
�
0®
M
�
M
o
�
e r
ffi
ffi
ffi�
C
r
F
�^
I
I
I
ffi
70
a
�
5nn
aag64
a
ffi
ffi
ffi
az
"g
ae
'SOA"
Z
I=O
pN
'�m % f<�
<m
mo
D
OTn T
O
ZO
0°]
uc
uRR
IS
3
Oy 2
RR IS
IS3
2
yg
zyH
D90Z
"
ONAn
RR
ES.Q
p
�$
0
lm ff
SR
=
o
ES
m
o
RR
A
y
$�
�8 �g
o ^
8
°
8
"
o
o"
�9 og
r
g 6
Z
US
m
IS
p
o
a
m
3
ES
oES
;
SEj
n 0p)
A
r 3<C
m Em`iz ••
Dy
O rnDS
m
<Ry d��J
> 1�
A SR
O Z
r• N
°E'im °R'°°'
E ENGINEERING DESIGN
& CONSTRUCTION, INC.
TREIwvE'`°
!
D 1934 TUCKER COURT
FT. PIERCE, FL 34950
/R► phone: 772-462-2455
�'°'°
\I fax: 772-462-2454
��
DOMD OF PRDf SIOMAL INCIMMUS
SUITECERMCAT:
V AUNMIZATM NUMBER BBJS
sa0 SOD sons so0 so0 rlcNRe
EL ELIa.- EL.
MIN. BE 'Sre Eor EL I5.5] 'ate
Q„ J _� i
SE J F� y�
'L BOTT[M EL I] LL 61• I • 4
�.I W I SECTS w
w --- BECTA
FOrrwuO
as
PROP. Lamm" EASEMENT
Q
EIWR9
a
aGG On
z
L Fir
Em
no,
2✓• s EL.
1.
_"LI �\J\\L
at
ELIS.
R
PROPOSED B'PVC
.,'..a
INV. EL II]1
Man. NBCar EL
W1p.u: SECTEe
b_
CONTRACTION YF"'4•, a e,,,"" ry
JOINT IN MRS TYPE g
•Fur. f'O' CONCRETE CURB
,I].(�F\�'�1l "—-
i
M�f Ptl MN ^rIN••r�ov0��
rmn41Y
CONCRETE BUMPER CURB & GUTTER DETAIL
GUARD
SECTION VIEW
CS #1
CONTROLSTRUCTURE
TYPE'EBOX
CROSS SECTION LOOKING WEST
��Nps
HANDICAP RAMP DETAIL
N.T.S.
I.PAVEMENT RESTOMTONSLL FOR LDNGWOINPI.CU11 IN ASTREETS SHALL BE NU- LANE WIDTH.
WITH NU- LANE WIDTH RESURFACING FOR EACH bWE Will THE UNITS OF THE CUT.
2. WHEN AN ARIERW, OR MAJOR COLLECTOR STREET IS OPEN CUT WIPIHN THE LIMITS OF THE
CTI ROADWAY INTERSEON, THE ENTIRE INTERSECTION SHALL BE OVERWD WITH ASPHALTIC CONCRETE.
3.WHEN MEETS OTHER THAN AR71ftf S OR "OR COLLECTORS ARE OPEN CUR MORE THAN TWO
TIMES AT THE INTERSECTION, THE ENTIRE INFRSECTON SHALL BE OVERVJD WITH ASPHALTIC CONCRETE.
TWD OPEN CM OR LESS AT ME INTERSECTION WILL REQUIRE WERI.ArNG WITH ASPHALT DNLY IN
THE OPEN CUT AREA,
4.711E CONTRACTOR SHALL BE REQUIRED TO DOCUMENT AIL PAVEMENT MARKINGS PRIOR TO OVERLAY.
THE CONTRACTOR SKAU- THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT
MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS.
5. COQUINA ROCK (12• MIN.)
6.EARTMAI EXCAVATION, WORD. AND COMPACTION SHALL BE W ACCORDANCE WTIM PSLUSD STANDARDS.
ALL BMKDLL SHALL MEET DENS " REOUREMENIS OF 100% T-100.
SECTC
INTERFERENCE POIMFI
PROP. 6' PVC BI➢6 SEWER SERNCE
ism
OVER PROP. 17 STORM SEWER RCP,
ism
GWOE El 'a.
14M
Z ,
PROP.
r
It.
O SLOG. .a
INV ELL 1102a 1
W
Is
PROP.LSNO'
w
1. EL B
INTERFERENCE POINT#1
SaAPGI.
Ix sTASIL6 oSUSGPAOE�
MAN_LBR iO COM➢ACTH
Tonme"MSMOTAW
N.M
5 SEEMOTSTANDARDSPECIFICALON5ECT10NSII
a MOTIN0Extr1tIa FORSIOEW . Cary SnaAchON OETARi
SIDEWALKDETAIL
ISA
I
1O' x 10' DUMPSTER DETAIL
NOTE PAVEMENT SMALL HAVE MARSHAL. STABILT•OF Iop MS.
PRBAECOATSEALAWTOSEAPPLIEDONTOP OF UMEROCK
1 "C-12.SR 1'ttPE SP ISUPERPAVE)VATIMMICT ROM
m CCMPACTEDMeas
_ MAX. ORY DENSItt
DD. FRD roa
T UMEROCK ME COMSEW LER US MIN,
1YSTABIL6EOSU0GPAOE M LBO QMIN
Pat estimation) OR
SA C11TJOINTO on" OLD.
COMPACTEOMm4
FMPANSION Hx NR® xr COMPACTED
TO
I MOO, PRWNR
T PoRT. CEMENT LONG PAV T. (.,All
ISSTABM1OFOSVBGPMEWI.A.
TYPICAL PAVEMENT DETAILS Hn,.
PAVEMENTTO BE CONSTRUCTED IN ACCORDNCS WITH AASHTO T l W SPEUFIGTIONs.
NOTE:
I. sUBGRADE MATIR A. FOR CONCRETE PAVEMENT SMPI2
BE A IAMM UM TMCSFESS OF SLC IhGHES VAM A
wWMNA UMERCCKBEAMING RATOOF1a.
2CCNCRETE EMLL BE REINFORCED wnm NB ER MESH
AOOIIIVEORVTH Wallowa W WAR..
IToulua GEE SITEFlN1-�J
S.EOJ PSICONCREIE I
6" PAVEMENT1
1C A•
BASE
C-PACTEDSUBGRgOE
PAVEMENT RESTORATION DETAILS sutwwLmrnvn
Ni.G
ILM
• HANDICAP SPACE DETAIL
S-S'
.IS.
PA'M STRIPE
iFYPIGL)
A I S' IA I S' I•
I —TT TT1
DOUBLE STRIPING DETAIL
W0a f PIDMW
Y'
.LE
ooeEsmaa
SOETM
16' PARKING STALL DETAIL
MARES
FLR
SR ASMS
18' PARKING STALL DETAIL
Z U
CD Z
ul
Z k
O ? yin bZ
W F W LL C O N S
W U) L'ULvvm G�
Z Z � N n
O f- w ro n 66
Z O M aH. 0
W Qa li n SO mF
W
6
Z G
K
O
All materials and construction within tie FOOT IiglaoPway shell co nsanto me FOOT Roadway aM Traffic Deti9n Stentlartls CAM
I�
Edition), Standard Spedficarans (talent Edi Jon) eMNe supplemen6 Nerelo.
N
The epplicanfs englna,maonrble forandmaAffm Inspection shall Insure thane mBintenavce ofteffic plan MOT) for Poe pmjactsin
31C0
Z a
Ccemance win me applicable FOOT index numbers (600 aeries) and these dccllmeNs: The Manual an Uniform Traffic Cannot Dmices for
31C
Z
SmeeS and NT9hways(U. S. Dopartmem ofTrerepMSlion, Rinual
(—
❑ W
Attieee6M1 work BnytlmpORlnte area Adjacent to l war,adds. Safi be tarMod in ecmltlancew;m
Of
Q
Standard Index 600 or shall be otelwse pratedetlWill emporary border wall rMe coctracts, m,ane.
LU
If the pannMed work is an a madway mat has been selected as a hurricane or disaster avamation toile, the aplNicart, at me pecansWtlian
O
conference is mr,rred to present, as part of me Work plan, an emeryenry lunctiowl resioation pan to oddr¢s owennlal such Be
O UR'a
hurricanes.
The contractor must Call me apprepdffiB County trafc engineering division, havilm jIsmandon over me Prejer at least AS M1owre, before airy
-j
LL F
excxve6on within me FDOT dghtof-Way to detetune the location of to mism, Basic signal interconnect Orble,
J Q �_
The lowtlon of Dealing, ubfities shown is apPloxlmate Only. The Commerce all determine me exact bceuron daring mnsnwean. Relorauranai
Q (L ImU
arlifies shallnn aanagaratl wmr utility compades after identifiwfion of color by mtN r. Camrectorwill hourly entreer inedvanc»bekm
any relocation.
Ctm®
Before pemlin appravalaM wnsimcfian allM1ls Pojeq the eppfi®ILL se aritla OepaMtentalTmmp]rlafionittalMnintemnce
Office to schedolee Precanstmc4an meeting. Thatelepllonenumber s]12J6S]39So 1�BIt30682]B.
V/ U
.=.1
no appU=t at me eaNest comndent ITS Shall notify In wrifin9 all tl9 naRedeE by me mradhosen adult pmjed. \`
y
All curb M ramps must face Into direa6On ofmdestrlan trowel and shell be in Bccardamewth FOOT2015-17 Design Sthtlards Index No.
3" unless otemise spedfied an Use Plain. �N
8/
sy t
All Mtered end sallons spell he In accordance win FOOT ISO 61]Design Standards Index No.ZR unless otemise specified on to plans`�`.,l
if
AA MOT lane closure signs than be covered when lanes are not closed. NO lan¢am tonndasetl before B:OOam eM aOlanesamtbB ` •E;
•� '18 ;
openatl by AM pm F
R.J. ENNEDY,P.E.y
The Match type and depth ofasphaRt01 WmazmM mardre Meianwurse. LL
#0218T H
Pummerspecficabon should mad: existing
NCKERCOURFL
base ll be a mr1murn of IT and cormarcred 6'fifts to 9B%IlwirwmdettiryaaonillgbFASHFO-TIRO. Construction to •O��Lb
II,
,. pShhooIGma7246244%
conform to ReaganUnn"Pack
200. Base to be printed after can an6Onn
StatHaDd Subgratle - minimum 12' Mick and competed to 98%maximum demdy to AASNT0160. Matchl A mare MNlrhlm -p�p
'IS �VV'
•-
a¢atlin9
LBRof 0eMmnfmmbseNonlGO
///
/---
AI_ ,`\•`
to mmlarmNerialt
N9hbpWayracrIWIMADESHTCTESColdledficadaiewand
ReRImurn
to 100% ofmatedr
lift concededen anOft
maxlmum6-IlRs eomparetl to 100%af maalmumdenalN In eccpltlancewit AASHTOTg9CspedficaUam, elrd earA fifl lasted before
'III -•a Ca
platllq nert BlL
6atltling shallnnln acCordance wit sereon AS.
- -" - ---
6 OF 10
PRESENTFLmTGERS MUST BE
SRE WARNING SIGNS MUST BE ERECTED ADVISING MOTORISIOF TRUCKS ENTERING THE HIGHWAY.�D�THE PROJECT
Z:115-projects115-256(Elliot property-Coastal_Floodng)IDrawing115-256 Engineering R3.dwg, Utility Cross -Sections, 5/9/201611:36:05 AM, Jessica, EDC, Inc.
99
PIPE S1ZE/INVERT ELEV.
0 I 180'
PIPE SIZE/ PIPE SIZE/
INVERT ELEV. INVERT ELEV.
T270
PIPE SIZE/INVERT ELEV.
PLAN VIEW
NOTES:
1. THE ENGINEER -OF -RECORD SHALL SUBMIT TO PSLUSD THE SHOP DRAWINGS FOR
EACH STRUCTURE, PROVIDING THE DIAMETER OF EACH PIPE, INVERT ELEVATION OF
EACH PIPE, RIM ELEVATION AND THE NUMBER OF DEGREES BETWEEN PIPES.
2. MANHOLE INTERIOR SHALL BE LINED UTIUZING A CORROSION BARRIER SYSTEM.
3. MANHOLE EXTERIOR SHALL BE COATED WITH A PRIMER AND TWO COATS OF A
WATER RASED EPDXY 3-5 MILS EACH PER THE PSLUSD SPECIFICATIONS. APPLICATION
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION.
MININUMCGNUS ANDAR-F INVERT FLOW CHANNELS
NO i R,S E ` •+ O FOR
ne ..i:eai imRlnuoa MANHOLES .Era
COVER MARKED 'PSL SEINER' MATCH
AND PAINTED GREEN FINISH
GRADE
O
2
6'MIN. CONCRETE COLLAR
W/ (1) /4 REBAR
SCREW CAP/PWG
ACCESS BOX
AND COVER rr
IS' RISER
45' PVC ELBOW
KER BAU-
(SEEEERNOTE J v /,45PVC WYE
rNa
NOTES ILKUBRUP
1. AN ACCESS BOX AND COVER SHALL BE USED.
2. CLEANOUT ASSEMBLY SHALL BE IN AUJ ) AT A MAXIMUM 75' INTERVALS AND AT TERMINAL
POINT OF THE PSLUSD RESPONSIBILTY. THE LOWER SHALL BE IN ACCORDANCE WITH THE
MWSD UTILITY STANDARDS.
3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW.
I MAP,
.MU RD�o`n+iweru +wD.RDa wR SANITARY SEWER CLEANOUT
rtEmalL LrnlpaAaaa
SEE NOTE /a 4.4`4' UICN FOURED IN POLE
CONGRER SCAM (UIPAVm AREA)
FMHED GRAM (PAVED AREA) SLIME 6B/ /4 SEEM
TRENDS GPAOE
I- POIDURCKED GOUT (}SW P51 NFL) NON -SHRINK MDJ a4 N%. Y (UNPAVED
IMMUNE ONLY SFIL WO, SUM. SUJ/JR STRIPS
FL
EY LIXFR APPRQVM PRECUT CONCRETE AD.NSUNO
tE FROMM RNCE W/GROUT (MEN. 2 RN6) MIN.
RING NMGM t. MAx W (NOTE Ito)
GISNET PRECAST REIBRIDGE0 CJNCRET
sTIION (METED m UPON wNa)
—sIF DETNL NW-01 APOr Duu IXRm:1mutt gu (xmE /a)
WNV-0• MOL IS' WN. FROM FEEBLE
CM SLEEVE TD JOWTPRBA HOTS W/ GST-
A ECIED
MR APPRDSLEVEESPNE O
p11W-I FLOSSE WWRLTOR
B' CONCRETE SIPS
(YONa1fMO FOCUS W/
/{ SEEM012' EW. FIRST WNL SECRON)
NDDB:
1. NFUNCLE rABNIGIWN SNNL BE N ILCCRGWCE W/ MIM C-47B. TATESB POISON.
2. SEWN SIWL BE MPUM PER MVNFACORMERS SPECOMMON BETWEEN MANHOLESECANTS&LL h AT A
JOIN5 (SEE DOM. WM-M). ALSO M MPRONEII MO RNA. JNM SELL SHVL BE MPUED AT 111E MINIS-
3. ALL PIPE SPERMS SHW. BE CAS MO WATER FEW WIN NO E1IWSE➢ CONCRETE SURFACES
4. FIST OPMMGS SIWL BE M4YIIFICNRED WRH A PCLYPROPFIA'E SLEEVE CAST DL MPBWm RDMIE
LBUNNOE CONNECUM SHILL BE USES AT ME CON OMIS NNE SME PER BOOT WNUFACNRER'S
SPFLFICITNNS DOUBLE WORLDS SMEL PIPE CWIPS MUST BE RSTALLED WJ NE RESUME SMfl'c5
RINGS RBDNRM BY SWT MNUFALNRER'S INST MDN M MNJCRDM.
S FLOW CHUMS SWL BE COHSIRUL'IED M NRFTT RDW ROD FLOW SR6.W (SEE DETAR MR-01}
S. UFF HN6 ME PERVFMD &R MUST BE GROOMED ONCE MUMME E M BALE
J. A YMWW OF 5 FEET M SEEMED BETWEEN WTLDE OF WMIDLE MD SMCE WYE
B. W WINE MD SLSE WILL BE PINED MSOE WRH M MPRWED LINER SYSTEM
B. M MPROMED COPIER k FRME SHUL BE PROVIDED. MPROVID MOE MORGUE CHMNEY SDl/NT
STWL BE MNIFD CRIER ME MMHME FRLME CONCRETE FUNDS. AND UNER SECTION IN AP'tlROWCF WRN
THE SPEIRCU10NS
10. WSIWM HSGM OF CHIMNEY SHUL NJF DIREED 24 INCHES INCLINING FRAME GSRNF
11. EYGVATON, DEwATERNG. OVERFILL h COMP COON SHUL BE CONDUCTED N ICCORANCE W/ DES
POUND UNIFY BTMMRG. DIMITY T65 SHALL BE PERFORMED MD BOUNTIES /5 RECORDED.
COW. ON SHEET 2 OF 2
MINIMUM CDN3T!UCUON
veiM.n a av+Auouofr STANDARD PRECAST MANHOLE
DOUBLE SERVICE
ITPMRL
CUSTOMER PE
6' DOUBLE
DOUBLE SERVICE
TYPICAL
¢EIBAIWION OF—aFOAD
B' MIN.
12• MGL
YMNNI EMME 1/4' PER CNSWYE
R USE GVETER SLOPE MEN1
WNFRE POES BLE
m I.� '1[6
ELEVATION
BEND AS BEANIES \ IS
C
S' COUBIE Y GYMFRLNL
4SWRW SEWER CUOMO. BON NOT 90.YN
PLAN MEW
SINGLE SERVICE
TYPICAL
SINGLE SERVICE
TYPICAL
AS REWRIOG j IE
B' BLWGWp Y
1Affi:
1. SMOM SEWER LOERRL4 EWL BE V N DAMEMR,
2 THE WONDER OF RECORD SHOP ENSURE TORT ME PROMISED RUBBING SONS-01M DLVAMN TOR SON
BUIUM MILL MGR FOR A SUM CDRNDGBIN TO THE SWNR( SEWN MMPK MIN ME RESUMED SLOPE
IORBDNTAL MO VERTICAL SEPARMN 9WP BE M➢OMOU M RIDNRED M TIE URM EMNMOB MMIRL,
cmoF
pormnex.ruvumra SANITARYSEWER LATERAL
.M.. LUISFL 3A55(SHALLOW)
:IFv n+aR+a.ADD.0 mno.wa
a'
INSIDE
`a
Q
' TURNBACK FLANGE
ETERNAL JOINT SEALANT—
^RUBBER JOINT SEALANT
I1 SETBACK 1/4-
FLEXIBLE PLASTIC JOINT SEALANT
e
TURNBACK FLANGE
LINER
JOINT SEALANTS
NOTES'
1. APPROVED JOINT SEALANTS
SHALL BE USED.
2. WELDED CAP STRIPS AT JOINTS MAY BE ACCEPTABLE IF APPROVED IN WRITING
BY PSLUSD.
eRi ..Dwwr
MANHOLE /WETWELL
M mm.,Avi�sOE µPnlrnAna
JOINT DETAIL
DOVILI SERVIC! SINGLESIRNC!
TYPIGILL TPIGY
SEE DETNL G. OF READ CROWN OF SEE DETAIL
W-05 ELEVATOR ROAD WA'_OS
'MN. B'MIN r.
12'MA1L MIN. 1/8' PER FT. SLOPE 131MLX.
sz
xNRlE
BENDS PS REVS LARKEFtSUP RE
W/ RESNAP
NMnNS E AP RZ Ka A45 AND
w.;Kr1.
1p„y�:\: CUSTOMER MEN
CUSTOMER ME IN a. !•_ FA 6' STANDARD WYE
6' DOUBLE W!E ,1 �,�„ r '�COMINUE PSWSD MPROVm BEDDING
+' MATERIAL UNDER h PARALLE TO PIPE
'�•�'=%` INTO UNDISTURBED SOIL TOR
n PIPE INVERT GK;IT
STANDARD BYE BRANCH TO BE Ip•ATED IN RED
ELEVATION
PROBES. _
1. PSLUSD MPRV/ED SENDING MATERW. SHALL BE USED FOR ELEVATION BACK FILL
Z LOCATE MARKER SALL WITH TIE STRAPS TO BE ATTACHED TO 6' ELBOW.
3. NE ENGINEER OF RECORD SHALL ENSURE DWT THE PROPOSED PLUMBING STUB -OUT ELEVATION TOR
EACH BUILDING WILL A FOR A CRUMMY CONNECTOR TO THE SANRMW SEWER LITERAL BOTH THE
REQUIRED SLOPE HORMONAL AND VERTICAL SE'PARATON SHALL BE MVMMNED AS REQUIRED IN TIE
MUIY SIMNMOS MANUAL
gpRM.ovneAvrARD.RDvrD SANITARY SEWER LATERAL
¢uD CIGTivauLL (DEEP)
:i Ir++,.I A+Awe ry ImI nvaa
R]
T �gg
o •� �� �y ., Fa
a � i
K
Q
UL
Lu LL
W
In
Z
F
Q
NQ
I.L
O
0
W
to
LL
J
Q
Z
7
L)
ID
J_
717
L _
R.JLL NNEDY, P�*
1
W51P118 F
1<9j/.TUfj(ER COURT.
PDOD :772462zay5 (v
• •
r/zz,
``}}�
CURL
8OF10
GENERAL NOTES EROSION CONTROL
1.a Nature of Construction Activities
Development of approximately 1.253 acres of land in St Lucie County
consisting of one (1) retail building, totaling 6,000 sq. ft. and 21,301 sq.
ft. of pavement.
1.b Sequence of Major Soil Disturbing activities:
The following sequence of major activities shall be followed unless the
contractor can propose an alternative that is equal or exceeds the erosion
and sediment control practices described in this document antl is approved
by the Engineer. The detailed sequence for the entire project can vary
significantly ham contractor to contractor. The contactor is responsible for
providing a detailed sequence of construction for all Construction activities.
1- Clearing and grubbing of site
2- Excavation general grading
3- Installation of underground utilities.
4- Finishing grading.
1.c Area Estimates
Total site area: 1.253 Acres
Total area to be tlisturbed: 1.253Acres
1 A Estimate of drainage area size for each discharge Pont.
Basin #1: 1.253 Acres
i.e Identify the receiving water or MS4 for each discharge point
Discharge directly into the box culvert beneath US-1 on the west side of
the property.
FA,EIdrl.ER...NxrL.' � t-
MnulwnTcwTa
FLLT ..CT.
coxnnv¢.
ON,. F.sre
RCIWK ThY
GENERAL -NOTES
1.TNIS INLET IS DESIGNED W H FILTER FABRIC PROYMONG PFROM GOES FOR
GRIPPING MEN SEDIMENT NEEDS TO CLEARED AFTER ANAL CONSTRUCTION.
2 RLTERFABRICTOBEINSTALLEDANDTRIMMEOBEFOREGRATEISIN U.
FILTER FABRIC DETAIL
2.0 CONTROLS
2.a Erosion and Sediment ConWls
Silt fencing shall be installed and maintained Ground the perimeter of the
disturbed area of the project Gravel shall be installed at the enhance/exit of
the site to prevent track out Paved roads shall be swept and kept Gear of
transported soils. Permanent perimeter berms shall be installed as part of the
Saint Lucie County Drainage Perm iL All disturbed areas shall be sodded to
prevent erosion and control wind-borne soil transport. Contractor shall have
water trucks cr-site for dust control. Filter Fabnc shall be used to protect all
inlets from Filtration.
2.a./ Permanent and Temporary Stabilization Practices
Contractor shall be responsible for having water truck On -site for temproary
stabilization during construction. All disturbed areas are to be sodded upon
completion of grading, The contactor is responsible for documenting this
Portion of the SWPPP.
2.a.2 Structural Practices
Site shall be initially graded to direct mncff to on -site master surface water
management system. Sill screens are to be installed and maintained around
perimeter of site. No discharge from site permitted until certification of
permitted surface water management system.
Temporary: Construct silt fence in accordance with FDOT Index 102. A stabilized
construction entrance and soil tracking prevention device shall be installed in
accordance with FDOT Index 105. A sediment basin is to be installed as pan
of the soil tacking prevention plan. All sediment Controls shall be in place prior
to any soil disturbing activity upstream of the controls.
2.1, Stormwater Management
Upon certification of surface water management system, the dry retention
will be permanent. Perimeter berms shall remain installed to prevent runoff
from passing off -site prior to entering treatment facilities.
2.c Other Controls
2.c.1 Waste Disposal
Contractor shall be responsible for the proper disposal and storage of all
debris, chemicals, litter, and sanitary waste per local, state and federal
guidelines. No discharges are allowed into surface water management system.
HEAVY DM
REINFORCING
DOUBLESiIRHEEHFM 1
HGIDOAYJ FILTERFABRIC
STAKES
j
RECOMMENDED TOE -IN
2.c.2 Offsite vehicle tracking
Gravel to be installed at entrance/exit to minimize transpod of soil off of site.
Paved roads am to be swept daily.
2G.3 Application rates of all fertilizers, herbicides and pesticides used.
Any fertilizers, herbicides, and pesticides to be used shall be applied per
methods and rates recommended by the manufacturers label which must be
affixed to or printed directly On the container.
2.CA Storage,application, generation and migration of all toxic substances.
Contractor is required to properly maintain all vehicles in good working order to
prevent leakage. No toxic substances to be storeod on site.
3.0 MAINTENANCE
3.a All structural and non-structural controls to be visually inspected and repaired
on a daily basis by the Contractor. These controls Be to remain in good and
effective operating Condition per the approved ConsWction plans and per
standard FDOT indexes.
4.0 INSPECTION
Contractor is responsible for visually inspecting silt fences, perimeter berms, and
entrancelexit Controls on a daily basis. A more thorough inspection of all
structural and non-structural Controls shall occur at least once per week and
within 24 hours of the end of a to. that is 0.50 inches or greater.
5.0 NON-STORMWATER DISCHARGES
None
NOTES:
1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIORTOTMESTART
OF CONSTRUCVONANDSHll NOT BEREMIMDUNRLLONs1RUCi1QVraCOMPLfIE—
I1 ECOM CTORSHALLINSPECTANo REPNRTHESILTFENCEPFiFRFACHR NEVENTAW
REMOVE SEDIMENT MEN NECESSARY.
3. REMOVEDSEDIMENTSRAD.BEDEMSITEDINANARFAT TW1 NOTCONRUBIrrE MET
OFFSITE AND CAN BE PERMPNENn.Y STABILIZED.
C THE SILT FENCE'SlA BE PLACED ON
SLOPE CONROUR TO MMIMIZE ITS PONDING EFFICIENCY.
SILT FENCE DETAIL
POST (OPTION S: 2"x 4" OR
24" MIN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.) —
OPTIONAL POST POSITIONS -
FILTER FABRIC (IN
CONFORMANCE ATM
SEC. 986 FDOT SPEC.)
ELEVATION_
PRINCIPLE POST POSITION
(CANTED 20-TOWARD FLOW)
_� FILTER FABRIC
SILT FLOW
- SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE(1-9
Z U
� �
LU Z
R
m
❑m
ZFe
LL N
W
W W
W fn YVL.vj rp�
Z Z
a
naox
W �
mF
ArS L1 CLw
W13U
"
F
'
6
;v
o
.
!
E
g^
x
s
r_
Z
G
to o
i�
O JLL
I-
0
I
J 0
Z
Q
a4
0
Wa
WZ
O
ao_
LL
2 ZZ
Z
J
0>O00
I Wv
W
� a
IfA
R.J. (LENNEDY, P.E. I xl
#56219F
32g9 CIrE'C U � I
pM1one: TTY<fi2-20.55 i At.
9OF10
Z:115-projects115-256(Elliott_Property-Coastal_Floodng)1Drawing115-256 Engineering R3.dwg, Specifications, 5191201611:36:07 AM, Jessica, EDC, Inc.
WTW UTY t^E4J. WC.
N
omz^tt_
$miF
gga m;95�
5 >g 8° a. qm y
sFGF `m° 3,T b",
n p m a BP C
a m r Y
s^p x. oxf
8 =d
N
$
T �"
= m + A
`i33s4oam^A8wSwz." i�„"a N=
�$ �F �$"$Fio ZO$`mm°p'�
'R a° i 33 `�"m$="� H >amo"� §'mm= s33
N f
Nb"w waa
i4 ,m=
"_ zo$'
^� � L1
a"°�5^ 'z3 Via' z
� $P i 3
">7 mFo
°<S
gF�
of F3MF_
mtozo�
>F m'aa'
.m m.x
i ° ^$ >�R i o
ozm 3 w8
$ g mRa4�
2g ms
33 $ iv
o3mg ° §�'
g 3 4$
.S
v_Sm€
�2 -
'e Am
�S
Ma C.meo3i$ ON3 sam=�mm� Fa" gs o*'m
y ,iiamoi S= 3"ac,�$oi
�E^ P.g3 "SmE m£R�9�^"<=0 °wE<<. ^
mF558m4o"a.-^m-a = °=.`a$€ o
7A0m
ema
om F"
Sm" Fm>*
Fp
=Fnay o$
'g y$N So mg -'
Im
o$o 3
o nm 3og o$oo nw'-�9
z m$m
9$op M,
°;o 'go S
.. 5m' SO 3�mmz£M -9 °F$a §mymzo`°$E 8s£"ti £
° 0^< a0oo mamno
c`44m_
-H
?,.-Am;z
a"$-o a< be
g ao'om zME
3
g g n ° zg�Mp.,B8 «y 3
ffi a£ £
a
€o aAg £m'�
'
FriF 9 § 8caw wfi a$c °_ ?^" ',�,_^'�$$a:<£4£S H.-a H o7
§mmz,gmw£ 3" `F:zgm" °4:
mmog
$"o'nm gsssz
HAW
p€p°i$-F= 4$ o
p€
boo cam
#: m49mg�o S£Ng °§j 3
O SO 5 33yy o^S =m$
g
� § mm m§
a$= F
m$ S
@ 2 _ 8<< miomgm' _�
6z
AOS wa]y 5° ,-S";mg�^-Jw'S v°=m>ov
go,
3JmY
€nwm -�
lygmm
m$4Gwg$ m^ pi
o'^
mg m
uFu
o <oom $o--� $z £
mm 4FEi oom- �8" a
x=
om m "�""'°
" o- �� m
Sa 3
£9
6 wg°m$xn Sg oi$m ££e9cs� C�
m^ °g �4-�`§m�PF Fmm oa'ar$N� <.,F £m €�,mm�$
"m�G
=a
... u". '3m
" F ap
7F soggy_^ �' "s
n am§ 's
oG$ m
0 hoc 4m Pa gm "-
jinn m $i�,'a,
M. 9 ma
cgm
Siv< ,�„" g'm €
GFsF l; Ho 7
mqa°_
a -c g�wr_°R-,f„4 9,', a c> �(15 im m4`E- .
z 0g.c4 '3F B=K ym oaaa�
" =v m
4mmR
§a
3m mi 5�
= �zm�"
o �'"' i y=
'Ri£
> v$ms8"^�o
€ " 32
$ m€ my
io
'm_ "z as°F
y �w
m.
�3 j�"o mm£ y§ C F m£'a 2's5�o>gao:00. mS
i $i " 4"S= m ^gmc=i Rm S5
wsm gg4mnoA£$
_ z£
m
3
o
o; p
DOOg "
>°
� §1 ">WF�F. �
s"gw
am8m R€ p;m
s�
4§o g=i0oma4 5°0
� £yH$ °00 � $4 °� mmmoa9G# ��rSS�E€a m�
m
m8o
oRoo $as�
F
F." 09N 10 �m
m
'uo 5o
F.d-.
a 6p�o�gmoR '$g
4 € s '04
R ��§'s
oE,B o m
E9
3
7�§�� G ?o
'm >o rmm>f9'm$m§^£
59Qoy _ n �yR
3�
9�'F
«rm P
,F°m°R<"= F8
3 Fmm a mg
Pgs
c"oNm
§ a y F e^ Qw
a �43 i
omS$ a
ME a°m' a�
go
$=
gmmSmO$ ^ >A gm$mm£>"H AA>'A=_€ $�
m 4 $ 7"„--0g ^F� �
gi"a" mods
m�RN a-"
w�
Egg �°`£>�
a 9s�x a -N S.
oo d
"s i _
mm S 2
`e o"&ggi€g4=
a^ 3'F a9 ' ^m sogse����"s �p^.a $`;sg
8
"�
�mc ^$ 3;a:
°
� HOW
g °
E m o =M M um :gS�y
Smm 3 " "a " a�g
4�am90 �3 _ =
�'
bo
�9mFM m�m e3$ 4"8z--£��GRmm�.°m m �
6"E Eo =$ sa
Smg'G €�"�
oy=,gy m^
€°y sa gA
g4
- AAJa--
�m{{"
Ea
€ RE, gm �M-',>
F g§A-d ;m
-
a
°m gs
a
_ ym. my,x o§�^§ymg�m8gm
_ „5s3 £"<. " mx "m�A^°m c=
F $ g $s6€€"om 0 9» m
g^ . U
ep e:
9
86'--"=' ^
.m sm
£4
£':F �F
am
aP $ TH Sao ��A�=
-M 'n �� n
a€
5;
o N$SgmX-§m �`�_ ��'.A�'>$^�'�"�s?:ago I
2
"z_vj P'BY
9�;p
o§sZ�z9� of As �m
$s
BN
'E = mmmSm �, � '<
sewEM He 3a
�s
y.-
S ^oom M '�§ a�am $ 9
8 °gym "F �
S'
9mg 8g'„^
RM. $� a g
Mp
€� °
g N
's�� 5 H.e $ €Sg
A zn
��g`Sg£� 9
° °oy g ,�
`�s $m
3�yFHP
�-m
€€g
- oo$$m�§
4 �S4"Sso0
�c Ea y"
AM mw §
m `;S
a 'm�`��'"a
a
mo
m�
ma
_ y=m4.�°a$oG s:£��
�m $°9
£ a3°`G'<§`0°_ n
4 mmz£o g " €Co13m>S €"
0^m
t$H o
o$
aAm .
`�" ° H m
°
mm o' o
+03 9,'-�
"
z°
_F,m saz.
a o
� 9£ C go w 9 gg°g
"
�BY
oo
Y-3
33 0>
g F m €T
. 3d 6w$G
a m
5
<
m
o
^
y e eo I $ ° r
z $ 4 " m9_ c w§q 00 H�?�gm�`a"van
YET £s aR m r P,Y,
°sa Fpip n
o"aammmm°gz
y
� � � gm
"
$zo y
- ° -� F-� �mzynm�e� pSm�n °z� z �F
mm= " m>'a $$ o < "so>
�a ym yr§ �£�rw_ m d Fa o $p=
� Ef F
i E
T
QQd` -z B,
4 �F $<. cF
>Fm :zy
r9mm wg$w eg Sm �m 5
° o$ gomm
0=0 gyp= w"
�r=i. y ,F
o S-
m y
v 'p
:g SmnS ' °'@-= sS m^N ywm0gmgm"
a pg� m'0
ilil>
a $ �^ 9}3fosg� *L. -§ O " $a �ma
ovo'aYn"ga
3
Q y,7i
m g3
as
>P'�P2 9 ps �$ 2, or ^
< s $: '� m 8F"€
ag g"{ c m mS „gF3m 4o=,m&SMa
§ F,>ii°`3f�a
$Fu"wFw4v czi
o o "tom$ S me
S oo mm
�5 " -
i9 8m £ 3m
m� S< mFy oHT 0 9>
__ $w £9 €aaG 3mgS am
a as
$$
z
Rg Z'm^ao^ '
m 0z9 ga$raa;A
g$"
ag �-ne omz°"n c M.
�g$6om m PO?Sm�"aosc§:
�FazP y" 4o a a
mA°°A$aNB�g
�Y€ y Ss
A p _€
a�
" ^` mc4 a '� R°y; �>` 3°38 �° o= o 3a$
g� ng a�R AAA �mNgm6„g g$mF�,
��a
'� �� °aoF
a z
5= .mn: F g. M
3mg£m
a Sia„-�,� 4
8ma a ='
'64m°"
i
s
oa Smm„ "� s < 8 _ aFA
�o
€m #=mn5
G'n
O`a'�G-
-
.0 S9 o
£°
Agom. zm
R s smsa £€
_
m0 m -
�",a�a^o�>
m$
m o8 �m m m €�$$_" a _ o>
m 7°sS $0 => a " d ga „�
"�g�4
> ao rm�
g"s s E"i==om
me 3wm
E
�9 340 m d 5
gof m
• ;
a, 8"m o^oogo�on FCC �S sg n
°2 "g °s m`" m m �°Sm�$ gm_$€ .M
3>
F. "o
sm
_""' �gg�E£o, °
ffim,E U
is .mc
a Yga_
88a� m�"
S 49.
m`y- €m a 0 - "3mm"o"
mgioo 9o-;=a FFi$§
.
€"�
oo°g
m
S z°�
gm g°s$ - RAG 'L-L'^<'ww_w 'sy"am w �� a
_ " s4-a q�.<oz z a o
a'y
E' g
g'a Roa$"u� 9r
m
z-8 , ,9--"m
inS
m oS=
€.
7 ' me my Emm.F=
'-M $ Surma g 0�?'
m „g" §gym"s=m�
o o s°<�3SlS
�:a
'�°§
_ gm< °gnu �$ a� 8' G
> 0 a= `eS m°
€� g$ggm$ -GR i P
zy§�
�€
09 0
o.
4, �i° $ ap
o g^.
=NSF g$
a§7 3'
m$ F
a _„ 0 'g.9^
_ �� ° a.
s'uz 3
�m4 `<sAwgom
.zm."�"
.-z
m y
�� mm Xmas $20 mm
7H " a"o"°AAN :g - §
E:
omR„S `g'==yOs° §r
m F�^o
g m98 € m$am xaMaw°a
a§v w�ao
�m o o"o �"
m`vs�`'ag��
FR"�
£ _wm 9m£ T"> $ -8�£
'n
'sm>"a 9m'gm$
�"R
£'�gmw$-"iF b :9€ o ECG oo$mmm0
z£ .',a§„ ,�<F im3 m
4omna
§ my"F „p,£mm""=oF
agBF,m_$ qS ,Hg$3
EE`s �
am' -
'gym 8c n$a
<°§, 'a„8a04md4` --1Z5 °g m n�
z� z L^ ¢s-wa"- _ <
oo"moz m#y^> ma E
g$
_ � 3o�$^m 9'n
°m£`..
_ C§i mSm
o our =g
oo m>
°€�m - §<ma €S;48
g2 6 2'
£ C $y
_�ao$=_^ymam��m"
R=f° €mmomo°
Fg =
�
�mo
sG amo agg opm yz
4 - x -.-M �a �«�g c ��
°=amw �a
$ 9 4o 0 m
o m g
60
�S
NSF"o= =s: 3' S
m $P L93
p 9.5
mm^ffiw§99��
o= 53a° ff4`s^-o
a... "5M
zw'8$1,�z"34" ""P4
3€ FG o
bbz
gi'F
3: .- 8d' ma 9 o s
z4 ma'y "MA` Mi;-.g F z €-
?;
r`s
g"mo m a�T.mi H
N- sa N
$m
*o.<oo4F
�
jgos j
o8 m oO zPmAP .E
2g
mx So`s g'
m"",� �"9m 8iao�
�'o� ;-N $Sionc
8
SFm
z.
e, m 3-z £^> "gm"q"mcy. a-Z>l $S � H
^- cNc o566p3z=mm � o
,$
"
s
" 43 2. i,-A'Gcg£ma
mg $m7=a3<m i
m
{ €° a4� oFo 2
4"Og HRAH
o5�$t4t eoo NC
�,hA
m 5a
.'a `; z z
a g
€£ 2$
am 9 F 0 F`smg LjN
at i m,�,mw n�� " coy
-.0 ROW
eg
nm `Famm"<�3a➢�gy
����°o'�^a�
a m
�=
A4A noa " o S"
' A mo° a$�c3^ �3mn F ^�
�_���� � �s
g= �
zm$i m:�u a'" 5
mm
�_�� q_� §p F=
. ro 5m 4 mng o�
m�
g >o,
f
mQ
� � ��$ �°
" z ° o"mS4gMF �°. $
nn'�g€ �o
gm£mF£
m"0 o°
y$F Nm "Fi '!A
m$Nr$ �$i
mz"ea-�xmm'm$g
o
p�
a N y o�z v�,a mo°F §
F, z
:
°�ggeyoo<mF
�i
So
`f:s3 amE �gm s$
z $ �"-'9m"«ommw
a S § o ur g8g
8�
no= "f;c § aPT
Bp z
w�"$&':�
m,',2 €. ^ %
s$^ �' S'�
w y $€ o°`�
_
s:S rn�m =m
off,£ = 8m«Ee
" a4"_°= r
aF� o
omo
20
Fed
CG<m z
F,om
"off
4 A m$g gm4o° € our
y 5 :gad<wm$o
4 g as
a- our�mmm
-
mi ."Y
lama m'�Sm
a
"
nyyFF
b °
N Y
A �" >E�gt�" o €
yy yy F a
4;m yo_�Pyo v WeeA, � umn
n
yy Q
ffl� 7aoR3:
-"$
3
z"4m8wazasn9 yx �T>a .Aura a Fo= in 99 �o "O
33 °� S"",m£ayM °y ogF
m
mP �E� � Opcmy $ 9 m vrgm Ni£R v
° $ga$°�jg
m
f T'`
F sn as $�
m
g C£
a.- BPS = 3 tm oa 5a
BY --Sm'i n 7 " > um £
ay�
m "�-mm$o �$
$$ .{a 0
iim$fo-
"£-'am £
g
"�€om.<
Tc
zg8^o o.zTn$�o gsg �s 3 0 "�°
$ y3 z g$ HAMI M"g ooFz £m'8>ro or3
§ a�BY Ya$
°m gym
g'a y'�g
c°i
5m
8A$4 M
Pa. �0 95w
-
$ 90 3m'
3 sa
5°mF_$mi
4" a-m =z
�£'E°g"
�>
w"S oaan'S$ _°pg6^90
Nma €mm$�"80m-F
�'_^" �y""€ m '`.aa`- <y-it 7 aw s H.
S54E�4<$: "gma
z �m0oow"
our
m FYS FFo
mE 3
8
ggm oR
z
a" 0. BY Z. 4"",ma_0m�
8V u 7.O. a g G°
v 3g ° Fe^z'o
cAn$a
,°a,a S4 $£ 9
� 0 g m
7^Ea
�€ R"$ma i
Fg `4 £$€,'m0x t o G,wH�° `fig m m
S arm-aa_fmo ; € m 49 .� za a RN&
5 "#
i ^
$o" aF
V. s= ^ MmR -
m Gm g °s . $
>F �
4:
gG aas
5
< o $ =
$3 ao 9 51 ev��m f;c�
0 Mg-" m a.0 w d o
yy
ag6
$ao$
s'<€I�_ `=-_£ "
ma omens
b0 §g
s �qg"2
£m.
Mew
mm^^°
5R ... ...>„e �� sa;m mks y m 'ogE go, <
F5 m 3=$£^. $=ma3 �Fc
RHF9: m, F3
S Boom
s5
m ogm m
=o =o
T.' :^ >°i 9$m $
1.tt 0"
y C ..g c .w
Mg-" 0 z8z s _6ws3
€w ys-mos m 3ip Q. o mmw°F
Sg
o
s>$w mamF
§=gimm
$�<%F '�
za$,`--men$
3 m NEE 3
c�$�3 yeny naPEE m a$Sfm $ z .F£�z°mFg�m"gym
Yw m F„"�mEoB ma" woy>z �. Sz e> "£ ,��AF€w° -`ao
w3m m
'=_ Fm�
ma`a:>
q
E"�> fit 8s" 8m" ^
o F
aSm
<
m3
3� gm' E9O 9a >gm
yyo">^=
C our: m=" M4
'22 . "$
sm;L" a.00�;•$ '° msi A '$m'8 mosm°O=F',"gm� ems:
a.>Fs
_
5>F mag
4 h
G. V.
-i of
ag
gz m�mm's� $ +Ie.8.9 o m�S a
oG= i O -M - 4 ;Sur m'm.°
m: gya
5g�6�
vgs; 9v$4 c v3
S c m
°9g°
3 £g§3
omOioa
=s
,9g. £gP;^m >9 amp Mamm> �A.M 0€� 5^mag�''nm 0
a€e2^siY^a
m;g mg""'Sag0 < €$ a��m 3aaom=A^am^sw Fm.
0^Rm
mm0a
�mm _
E§R and
n
#8 y �p's gaqRe$>°G
`o 3y F`- ^8 s0$ .'3A7
o
F
82Ro '4 g8$
y£o nm
£s"m
6�E R
M
m$5'"^m °c `;°$n 03 ^ ^my sa,',� w�m8 a$ "omE
x " &n$Mggmq "^3^�° z$m "GEG F'=mm§aw F
S"'oo°oa
fix;
iCP m - ?F
m
.0 ymoFina m �$S
z
oymgi � � m 8
gz agy
man
Yi'2 £: mN�o;mA m o�as= : '$nC°'c�
m
i ni 5a.
o�
m m
m en
&m $mo & $omz0> .
mma
8^ � §men '$
F mgpt
m 05omFa :4oF
m 0v>mmm�. :i °s'o 4mg5 �mz �f:a ma�oS oAm
�mam�
9oF
m> a os
g E
-z
-z
A."s3
mmN >g $ cy« E
8 `
=S oEzA 8>"3'3; .miA m'
3S
<mo_ $'
:
d-B ggg
°3m
8o
m
pm.-E
�r0v=;
mmM.N.- 21- m^^ o<>=£
z6 Si E. 5z5 FFmg„'m"s <on-F
�m men "o am�bm0 <d = 'sv $ P
'y3g 3='"40. �8 3
mm."m, a§
_
m`
a..
m �' m>
s our =
£ :
99F °a
fl.-HE
men"£'
m$ w� RS4F <°
�y o '$zz uaF�"
mom
£''a 5$ 34$ eP
I;v22 y p".22 men
z4"Fsm
�m>m
aez„ o"a o
n$S S�S^o=zm� 9 y oga oo&amFo Ra"fig,'. goo
£zmN'�m<" pm mmn
z$ 9 ^-S,m aa°maa.oG^- mF
am€
og§mwz
�m� cs {{8
mio �o �$ F<
4m
our
$: OS F' Moo, vgvgF
C m z 8mE G
mE m
-Z'R g,4 €"�
§§s$ $y os`
IMA
�w.m8
§ 9az
mac maw a a3 ?<n 'v 6$
��F."z� o .� z� K^., 5om<-�" =
ens§ . £ �s,9- o ooSa =mF°
>Ozm
goma
°„
zyH a m
=8z
R
o mz $ god'
m�R "�
ti $ Nod
'30r
Fyc£.
z°m
gm>�'o- z F-
v_x'3 $$<
$ny u .8.,
iiaow
°~ nz
'
6EE m O Fmes::
gm8$ 78 S
a
8 :g Sm"F .o
I
�geg.
£�'§ �Am °°
-OO " g
Zbo3o
$z ma
oa,
ssm mwO 4 Qomoo8F`ti o
33' 6$8Z$ s"S"z b§ s� Ro-a9,I F. 4'" g
=g° y$B 8=S- gmsn°m m�°o
"S
o,'^-o'$F
a>'z°
� � § °>g
P.9 92
F
Rn"F °tl$ 13 0
m": 4o =m9 39
_^F'4
^Tv",
m$ sa m n
b Qo;omoos� 0
m 3
°�m $
€
;;m'm g. �S$
aura �£"9
mes,>
0m"sw
F =N9
fR4Ssa" m"- wx<ms4.
N mm°a�ag "
on
:m5
i$ g
?o H
o 4
"
0,8".moa m m
o €o ga8y � ^ z
c gg
°8?°sF �mmoug
$,^� o .
2
"3� o§
g",n m5 z C
3$
3mmo�s
sg ma; =�";
°§mo$w°<$ig €a�<
$moo AM 8 4 : go-� g'^o�oo
gg o^" m �PP.E-0 'm omw
E8=°YZ9a3:vg€A gm$gm osw m$- BFFz
o€
y�§men
m"�<m
a „
>� C 0.
m
z 8 �4iG §m$ go G
444E m aw $ To
gaga
g $,'� _ €
m a°mo
m$y r
.
y Fur€ o x e 6Ss mg$8d$ 3HE
a> $8 �m mSgm Famm=gmm�'S=
.--
4m@
of
£ � oP
nm $
RF amo EO
F
p - R
m
ymws�
4yn
4 �m$o
LLn;i 3 mf oa m oa s m m _�"men F3
m mmmoO$ oom
tom
Cp
&8 mg
a
LL
m g om§M.jF
m
Y A. og« m
I
0rS
r o
F m w `sm R" ??a < ma`
'"4 Rim ° F
s F33 n
m`sma z
s I� O4 sm � a4
. �m 2'^
S
9 N
m .ao5
n F
z Q
_ - m c n y T
gn'$ n F Fs 9L"xa s5s-pz m "'� F '� 3=soea"°m
$$a°' C MR 4m4"'"=am6 'sm 9'^m�"89`z9
g9 n o 'a^= 4 $Paa
>g SeP = sash `go.mm �:,
mo
-
F. F
ma^- m "
u N 0 N
o $ men 3 m'm
in smm n
men
A A
mW
3bog £
$"$£
m ws�g$N Swz m §m
g ,w. i
eag e:"3 -fmmF
mgRmg
a N G$
8-
mF
m o zo
F4 o;§ x€>
S do gg6My o gg io�m-s 0 •'s °R�^omen g'^?€
mma i o $mfn Fly C oO1�o �'z 6oF^ €m gfl3Egm
:g4>4 �s 9.mg�"SS> oBmm�F
°
0 C'"
3 ,Hat
sw8 a
£ 31<
- o ^5A i �d
mmm
m m $
�,N ys^g ss3 4 .a x 9
m o wag 2N im
_
yn F ' g
E_ m m'-"
m
c as
z= m m.4
£'e o 3ass 'C$FR XWP,255 " wo . a'R.'ogma° z a p
V. n F ma$�a :g g�ommoT�m ' �i?m� mR"gg�m�= ..
C _
R 4 "09
mp i
o 3 gMF$
o z 6 FS $ m.. ° Sur
'" '3a$ `�-3 $3a$""' €n
= a °`9„
$ Aa
m $a '4&
oG
g$o
s 9"F: `>g- 43��§' i05aa'S 3R$4m
Soo o-=`-- 4-0$ a= omen„,°F
n o F
M.
-
o<" m"
n 5 =w'c
g
$ o_ Ea��^€"' zSaa �Oo h o- '€
m
>o0a
4 35 i; -
3z v"y v.
m�
W. E _$
c k"� a'Mmbpm8�n z
= 9 4i _ m.- > "m5omio"mFmim0 P,cc.Rmme i;vm
" s'^ "
3`z°m A �.mM� $m� 8 men
m m0= 3""
?£o
SG) 3
�LI aom �' m - ° $$
m
ya b"z g$o�
x
z gn
T oimo$ moazmzFmo>y
yen$ m o Fam m3,f 1 ,"� c _ 4 £ cPa>"'�,��"�
azn
4 H3
_"�
e Ha :.°0.4^ chi =
$ " QQ
°F i, ^'- gm'gm
F F$
5
"ag n-F�mmo� r$o"moyc 8m� YS"Nf�">,"=
3 oicma Q. S 6v>zm^ ,Sic osizz c^ayc as
Z.
m m
Sa O mi5o$
4°>
Y
D
r_em§roa
m o'gpmym 9m m=
y£' as
B. isy�
gmN men
d N
g
va£Oo _oy o ia�^i oam m $ £ Sc�a g'm_^�$
,�7ian
w - y �a = 4v"o°o am4kF4m
z
o3
m eoov
m"
_uum, 1
$
ogg
m
z
� :ayC„ BB >-
9 R 1M HA
'g 9p yy our°=
� £� Rm
o
m
m9$ Zau.i �TEiiWa >m+^$ S3-� 11
so" $E ;"" "z� �4mm 4m
ohm �"G'S� -" ��g�wc 'AU
m o�$m
F, men°
9 m 5
m
x 9 ' i
A 1_�
"°5 8z
m a a "p
No�3
� m m„men
8
=�" F .amA> -RR °ens°m° o.g7 �.om C$x"2§
$men "a .ms�o 99...
$"s m
cw�
e$
8 x A-V -g
<om
i $��_ �^^§
m m o m§ 4a'�o C
g$ 'g
€ ag L^S
(=
Go i`an n3'o.9^:m
m € z$�.=m $ 5^ mO eg �m 6-^x'S3°
urge
° 2,H
& Po
m3 0
W 8 A:
€ia p
D - -AJ7 'y.
_
a A 3 o RoR>
m - m 0�
- c > 2F
o m
a m
"
i�ao<` o=^ s" bG �5^"
b o end° acgi S >u°i '
Sob =�A�SiNu m m x63: `ice£ sw 'aE omx our
5�s
$ 5 �"a.4 ^ln
i M A.
@'�" yyen
"
0 i 1$^a�z iFayg fg.�m
2y
9 S f,F Sa_
a
55
Meng '^ am54 g� ^m'y �9tl F„[m p^s �n>ovsob"^��i
-~£
y5m om
oRom
c �s
m
3 mEmaS omw$m 40m
Fl -bvv
rn=F9
S; u�QQvm
o
m
$g m�m iiO Zm-=amO�02$
x i£'w
i
(/ aO = A. 0.
$ a<
=amm�5
n mu, � E9�
o
0��
" >
m
,"°" F ,
4 saa g m$ S9mm o our
.� Aga s a.'a"
n g.m
.'T
POm
r mS i
r am o�mm 9 ,_, 5
m ma 4£ zFi:$
4
m mmz"
S M.
$
Ag~m $4ms vo
o §4": $"0�^ dmm4"p'n$a=
gw €g " oxen �w°ammg"o
a
E mo
5 "mo
4 '^<
z am 33q b^<Z.
FE"51M, gm'o gz
"`
z 3m i; `
$
m o
g mpi: 5= P F�cm„ 3�m>mi
F`" s7w» �9� >.A 49 �n 55 €�s $s me
"n 9G
F s
8 i?g
0 a4: m
P " a
F
°
i4 mmzo ag o da
m p
=m
i u
n:i$ yen$ w man C mo m°^wS1w
=o
z ('„�
Smi "-
811i
04 oY=£ oo„v >� 6 o
"i'm m
o4
z
BY
F
'ztl
s:oo m�
TO
a
�9
A L
NATAL FLOOR AND GRANITE
ENGINEERING
DESIGN
-'
BE CONSTRUCTION, INC.
I O
'T1'
r
n�o
�w.�
D
1934 TUCKER
FT. PIERCE,
COURT
FL
Can) P
34950
m
SPECIFICATIONS
ASN
f
phone: 772462-2455
fax: 772-462-2454
FFR
', /I/
ST. LUCIE
COUNTY
; '
BDARD OF PRDfEB510 ENGINEER$
CEA9FlCA Z M AUMORIMON NUWBEA 9935
FLORIDA
i
I
(�s
e DATUM:
ALL ELEVATIONS ARE EASED ON NORTN
/v.
ANERILAN VERTICAL D=MADD I9GE.
TO TO NGw 1929 ADD 1.QS
PRDN Nnw.
mommw.
§9
H
EK cmrmER
STATWi
vrzaposEO
sArmAm
L1]NImIE
PROPoSEO
SAI➢TAR(
9EWF1i 31118
PILOPOSEDGWVRY
sAwrARr NAW
+� sutuvAN
PROPERLY
(VA
EKSPWNMIER HW
gFLELEGDm
PROPoSFD
sAw]agY
SENER3TI10
NI.S
P.LLNi SRNG£
f f e H �) I-.T
rmn r N®mc
F.. 1
16 PARKING STALL DETAIL
ffi m�`EL
18! PARKING STALL DETAIL
SGANNED
BY
Twawk
r
e
iE�JNSELVGEWpA:hS St. Lucie Count, 4 4 URAXGE
Y 3100MS10H.6EOMN e0.TDA 1pASWRL
G NS i 'FI GER�N .UMGLOCK].AWD Tpwa
PROPERTY LOTS ]AND4NNICHAAEDES[RIHEn AS FpLOAS
II ) I y [F y J WAGp'Vfl HEGINWHDATIKEPoIMOF IXIEX3ECiWXOFTI@FASIFRLYmGXTLF.YgrLINEOF V3. XIGMWT i
L4 ¢ '` Pfl0P03EDGMVT' W lA1QTI0. WESTERLYYXEOF WNLm ],TXFNCERWV NORn114%'@FIST. ALONOTI2 e
5]NTAq'/4VN WEHTIIXEW=DLW3.FORA pSTAXLEW9BAFEETIOINE IARMDNE61XE 8cYINM.LLF k
'1' atOTk IXENLE6OVRim'Q11'FAST.ALWIG1XE WmNCR111 UNEOFME3WI111LLIFm SVO "9�
I { 1 +1 } y$. Lm]. FDRA DIST.WGEOF PIAI FEETn1FX8ENCRMZI']1YP NEST. Fp1ApHTANCEOPFi85
I[y � r��i'Y�q- I ' � nI�H N y9 + - I FEETro APaxr;TXExcEsaVmezaacNEST, iDRADsrAxcE OF>mmFEErroA PoHRw 8 E
INfFABeITOT. L IXESPIDW3TEVRIWMOFYATYNEOF LL£IHpM1VA ..: FENGESW111 *G
@FAST.ALOXG Wm FA3iEALY RIfMUFiYAYIINEECflAp9TANCEW�.RFEETron1e E
'.�C11 VAWXf POIXIGFBEGIXMHG ]]
+ + FVNRE IAIID VHE:pM I a
If-f T PROPOSED 2 Nlft THERE ISA GU,"IQT WE FORTIS ENRRE pROPE RECORDED MQX, E... PGM
I y� � I jF� BNUTMY M.U8OViO P1011OREWR swa.LUOECWXIT. �
If I ra PILOPoSED]f UOP yR /� 9ELTp1 a.TOAN3WPXSOIIIH P.WEENFA3T
AD`TLUXGIEO u.' NIMSTCP SIW (R111L+YP1 Y
LV11 W .._.._. 1_...-... _... _..._.._ (IYPI fy ♦ � �•• �� CdlLNMpOx,50H £F�IE]Ap1E9 i
PARCELmP', wwsm.+\mmi S
f'y� E om .LUMR s SI
`' vrza m W aRAx11E
�I ^`4 /,.1f ` 1. 1 aSm ®MP FF IlW GW.sENER SERVICE �L DVMPSIE0.PADPo OE�aaSFpEq/.L Y LLG
Y Y (Yj a • •' PARKCExIE0. •
E E IOIXNA
/' ! 911GPwp( '1' "'srvARr.n]eo.
e FXfJINARK I a . i51HV Q11(A.FF tsse oETPly �I f W
EM. I m iz I+ , covFREO ryyn ul@ + Iyyl uiYRE uIOusE: CON L
xAVD If N p 8E'm+r PNDP a PROPWEO y9 ^ 1 ].fBpN2 ca r_
I .� L-- £IT ]1G£f pOTAHLENFII BUILLYNG KLM_
pT '+3. (gyoTlERs) iLOORARFn•4.6sF xLULWP 1 I GRoss ]nEARW xsm SF.nmAC)•+maa LEGEND
'� •r, 8 EEE•1]m XAVD R•
L9RY®I(AF F. + J9` O@P EROPO]EOBYLLNNO S.IRSP9P: P.®Ci `TI£Ep� ii E.W^1MGGRRDE EIF/AnON O
/ate .(� ei
• 1 `V / .Aj ' 8N.1 V 41 +'!• }8 '} I \` PHOPOSEOPAVELfrXT 1e$66F. (D.OIAQ•]48If TCNO /4QL/ IJL
l$ + :j+ Z _ ttt /� +`` I+yB '\ PFIMWSPRFA mPEN SPM£x Z/.1W 8.F. 108G AS)•®mt I551 q(P.•NIGXELEVAnp ,(♦
�I`Y` 3��I 3II I ,I, 1(N +y 3XW®1(AFF. _ tO �B GNIOMO WTA B:LMB F�Xj V
y f1 1 YI IT f0]T� XLO.UNp y RETARAIpA & SB£
O9 PWEMIFAFEREXCEPOIM9 Z
�PflOPp3FD /Y✓ u HNm NGXE GNf' Z
ii" Jp - tt/e BRNtYpIF1GXToiaFrt Q Q
p +J- 'F IgrtIWTONVIElL RVNOFF FLONDIRECnOH
iv nr DTxExs) '� g tCODEAuavAe+E NaK xcm ir] J
II II _ e PROPZDCONmUR
_ `/ s,
/•I fROM:G ERCKSRGx EIEVAn011 O W
r gI -c_.+m THEE DETArtI a m.
®j ,C'�F I^'t tl - .�, �£m p`• iOEwWR:. . tEl FNTW1EREn ENO
ApW83TOWGE Y sECf10N O F
P0.OFOSEOIT ]j I i5 / yy FUNRE IAfm 113E: CON RW0. mFl.
I Og1'VPTERN.NN _ /J'� y' ZOXIHGG
PRPAOEROF IIIIpRF3: O]KT3EE y/
WXSfi'OOVEN� qrp �'}' D� \ \ J DNY LL
I1ITI1I7
DE]FHIION + II PWAARTpERNS:GPAVCPFLOBGRU/IITAS.LTWI.IIXLIRIO: EMDIY]YmEV3DEPARIMFHf
,NR
U ',08 19
IISVE3 So
BF. WRFETmORE01ETAILI
k< X311=-ZSPACE3 UE UINIYEVEfAEXT IN
RFANXED •a3PACFSRIbj O PROPoHED 1141111X0
h
1,
, /� DR1 .'I/�'Q ^ 'I' YY• I PAIMINGPROYIDED .N SPALE9 RILL) `\I II1D/' J
C2 f�ET�ENffA1dV ^ N1f \ LI�f AREOIGnQ11H REmIF91ED PFR3ECT.im911F1 pROPo]EDPAVFMFHf
nLwin+n'LN.' FvTIEpWNnWIxIUsVERRTWEPNHIXIPFUnIINEmpNIurCGAIlYRRHEEt6EEXMOn As54o]F1TRmuFT0EYRWRR3XRTTEERxRHt1IwsmmPE:sL CA]A11RV£LLLEApIQnUJa+IGI}EWDLRABSIFEi.... P8eeRr..51O46IE393C.F.rTF...S.F.. .Q]u.T9ms.®9 � EEAA9s1n11HAOAWSP=Hr\�C\
`e
\`
A X\4 +^+? RGWTONMEnOPRDPODWCk AxPAWRTP3 ���*"AR KEeNw�Ny'Eµ�PE 621
}` Os®u.. �{1AlQW`_
•
uRF\
PFANI]S REDVINED IC/
II SLC6T0@LWAPERPFPaOT V• ` gat 5{
I {e VSF: FvAGM silN/D WATiA U3EiOx NNWnOx N£LL /� s O rIt \`
RS 1'F UNRE IANO PbI iWTOMPIAGEOONNELnOV PFNYt �/ �O
Il 9r EOIHNGCO FLOTD9IVEWAYPEODT
�, I• 4I o- }`9 PSLIrsortRLrttocoraEn �H/
'~
„DRuxwE 3 w v coa a OR of xnax R w m msuw taro 15 256
d TI¢ROAosvcuEox u.s mprvur n.semmcRnERp iegwgimlDuw+Y
f Arm GummTrTREATRExrvnueEwovmEG
R DEVELOPNExrsLlDlluLE: '
�6 C aeewcaxsrancllDrs+lnrmle -
�IZ' J� � � '1. B we ]bm � FIm CGl4TR11CRON 1A WY9 •4 yv
aye II >r ® INGRESS�EGRESS
EASEMENT GE.E.) DETAIL TwsPXDlEcrl3slmamro]xEwwlumirAxomELTURALsrAlmumsWlnc 2 OF 1O
1'.r RF1 s3m sEcnoXT+Dx