HomeMy WebLinkAboutPLANS 1Location Map Parking Space Detail N.Ta
SCANN
ED BY
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By St. Lucie 0
St. LUCIP 'OU*
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_jJ I ji I OTE& Sheet Key
I'LIS
BACKGROUND WITH MITE REFLECTWES174130LAND SO'
LROTTOM PORTIONSKAU.MVEA RCF=IV5WHrNM
WITH BLACKOPAQUE LEGENDAMBORDER
4.FTP25ISFORUSENAREASMETESPACEISUMITED ZE C V,
RU
USE OMFCOUMEWITHMUSMOUSEAUENTY
IIA74
IDWIISS.
PROPOSSED MUBHOUSE
14NIES.F.
MIQUET KU_� ""EkOOM EX�SE ROOK LhUtASCY. EQUIPAREAS
TOMMILDINGSOUIUMFOOTAGE
N=&F.
TOTALINMEASC IN UIUIX`1G =� FOOMF V4 SF
'%
MS
PFU)PCSEI) BUIUMS3 HEMET
Parking Data
PAIWPIO SPACES REQUIEM
� COU11M WITH CLUBHOUSE M� (&? PER ME - 18)
15,
PAMNOSPAMPRWOED
VEUCxnMSVACES
118
AOAACCESSIUIUESP�
7
77
PATKINSSFACESPBOYDED
202
Legal Description
A POfITION OF PAICEL ". SAV� MB FLAT NO. FOM ACWHONG TO we
PLAT�EFECF. AS RECORDED IN FIAT tUM SEE. PACE UEL PUBLIC REMMS OF W.
=IEWUKTY.FUMM
Concrete Pavement & Sidewalk Joints N.M
E-A-JOINT E`OST�&
62-1 10
P
P'T7P C'.,. J �SJDNEEWWLK STYEPE'A'JOtNT
Type DINT
jy-FE
LOCATION
DESCRIPTION
- P.C.AM P.T. OF CURVES
PROVIDE 11T EXPANSION
-JUNCTION OF EXISTING AND
JOINTS WITH NON40SING
NEWSIDEWALKS.
PREFORMED JOINT FILLER
,'A'
-WHERE ABUTTING CURBS,
DRIVEWAYSAMOFIXED
OBJECTS.
"S'
.5-O.C.FORSIDERALKS
PROVIDE 1/8'
.1510.C.MPIXFORPAVEMEW
CONTRACTION JOINTS WITH
A MINIMUM DEPTH OF 110.
EDGED WITH A V2' RADIU&
NOTES:
1. PROVIDE 4'THICK CONCRETE FORALL SIDEWALKS
2. CUREALL CONCRETE WITH CLEAN SAND, PLASTIC
MEMBRANEOROTHERAPPROVEDMETHOD,
3. CONCRETE PAVEMENT FOU14DATION SHALL BE COMPACTED
TO A FIRM. EVEN SURFACE, TRUE TO SEE ANDCROSS
SECTION, AND SHALL BE MOISTAT THE TIME CONCRETE IS
PLACED
4. ALLCONSTRUCTIONISHALLCONFORMTO LOCAL
CONSTRUG71ON CODES AND STANDARDS
S. NO REINFORCEMENTS SHALL BE USED IN THE SIOMALKS.
S, CONCRETE TO BE 3.000 PSI IN 28 DAYS.
Concrete ewa eta ELM
~,T. MST. 4.
UBR 40 DENSITY &HALL BE 90%
OF MAXIMUM AS DETERMINED BY
AASHTOT-180 METHOD
NOTES:
I. ALL MATERIALS AND CONSTRUCTION $HALL BE IN ACCORDANCE WITH
FOOT SPECIFICATIONS SECTION 350.
2. PROVIDE EXPANSION JOINITS 20'CENTERTO CENTER. ATPC & PT OF
CURVFS.JUMMONSOFE)USTING&NEWSIDEWALKS.ANDWHERE
SIDEWALKABUrS BUDUNGS. CURBS, DRIVEWAYS & SIMILAR
STRUCTURES.
3. PROVIDE CONTRACTION JOINTS SCENTERTO CENTER
4. SOD SMILL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE.
CURB RAMPS SHALL BE IN ACCORDANCE WITH THE LATEST FOOT
DESIGN STANDARDS.
Paving, Marking. & Drainage Notes
Non" THE ENGINEER IN WRITING OF ANY DISCREPANCY WITH ME
DRAWING PRIOR TO PERFORMING ME WORK. ALL QUANTITIES SHAUL BE
PAID ON THE DAUB OF FEUD MEASUREMENTS OF COMPLETED WORK
2. SUGGRADE SHALL BE COMPACTED TO MET THE DENSITY
REQUIREMENTS AS DETERMINED SY ME �S.H.TJO. -T-10"I
SPECIFICATIONS. SUBG%ADE SHAUL EXTEND Ir BEYOND ME PROPOSED
EDGE OF PAVEMENT. AND ME TOP Ir SHALL BE COMPACTED TO 98% OF
MAXIMUNIDEN811Y. ALLSTUMPS,ROOMOROMFRDELETERIOUSMATIER
ENCOUNTERED IN ME PREPARATION OF THE SUBGRADE SHAUL BE
REMOVED TO A DEPTH OFMREE FEET BELOW THE FINISHED ROAD SHAGS.
IS SUBGRAOE IS REQUIRED TO BE STABILIZED, THE REQUIRED SEARING
VALUE DETERMINATIONS SHAU. BE MADE BY ME FLORIDA SOIL BEAIUNG
TEST, TEST MEMCDC' OF ��T.O. T-I 0"I SPECIFICATIONS.
0. MSEMATERAL SHA"E APPROVED LOCAL SHELL ROMEASE
MATERKLAND SHAUL BE COMPACTEDTO NOT LESSMAN 98% MAXUMUM
DENSIW�OET�W4WBY"S.KT.O.T-18"ISPECIFI�TIOM,AM
AS CALLED FORM FLORIDA D.O.T. SPECIFICATIONS. 1094, SECTION 25B7
SHELL ROCK SHALL BE PLACEDAND COMPACTED IN TWO C21 EQUAL
L;WERs.
4. MME COATSHALL BE BITUMINOUS PRIME COATAND SHALL CONFORM
WITH ME REQUIREMENTS OF THE FLORIDA D.O.T. SPECIFICATIONS. 1994
SECTION 30D. AND SHALL BE APPLIED ATTHE RAT9 OF 025 GALLONS PER
SQUARE YAFU) UNLESS A LOWER RATE IS DIRECTED BY ME ENGWEER.
5. SURFACE COATSHALL BE BITUMINOUS TAM C�TAND SHALL
CONFORM WITH THE REQUIREMENTS OF ME FLORIBAD.O.T.
SPECIFICATIONS, ISM SECTIONWO.ANDSMUBEAPPLIEDATTHE RATE
OF 0.00 GALLONS PERSQUARE YARD UNLESSAVARIATION IN RATE IS
APPROVED BY THE ENGINEER
0. UTILITIES: IT $HALL BE THE CONTRACTORS RESPONSIBILITY TO
DEMAIME ME LOCATION OF EXISTING "UTISS METHER SHOWN OR
NOT SHOWN ON THESE DRAWNGS AND SHALL VERIFY ALL ELEVATIONS
BEFORESTARTINOCONSTRUMION. COINMACTORSHALLNOTIFYAU.
UTILITIES INVOLVED PRIOR TO CONSTRUCTIOM
7. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE
FLORIDA GOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SEE SECTIONMAIII'SMUMTHICKNESE1590 MILSEALKYD
ONLY� �LPAVWEW�NGSS�LBEINACCORDANCEM��E
LATEST FOOT DESIGN STANDARDS.
EXISTING
ASP14ALT
4" WIDE YELLOW PARKING CUT 4 REMOVE EXIST. CUF45
THERMOPLASTIC SUWACE AND ADD NEW ASNALTICONCRETE, a
STPJFM, TYR SEE NOTES I I
EXIST. LOU) WALL - - - - -
�t
EXIST. GOLF CART PAW.M, TYP.
'J'W
24" DETECTABLE WAF44ING
6UWACE PER DOT INDEX 304
17.0
6 P
SEE STFPJFPIWj a
I
ADEA I
ADA PAWlWs SIGN, TYP,
SEE ",
SEE DETAIL - T1416 SHEET
BLUE THERMOPLASTIC
6UF$XF STRIPIWk TYR
\
S �V
EE 140TES - T1418 SHEET
EXISTING
ASPHALT
PARKING
0. AU�NWS�LCONMRLITO�REOL4REMe4TSOFTHS
NAI L �.4�
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AM
N92 O&a
HIGHWAYS.
PMS&Iu�.R.
9. ALL CONFLICTING MARIONGS SHALLBEREMaVEDMTHREMOVAL
SP, M.�
S.,
METHODASPEROMECTIOM
1ILTHEMOR.ASTICSHALLSE USED FORALL STRIPPING UNLESS
OTHERMSEA]PPROVED.
E
44" WIDE ACCESS AISLE, b
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Li
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PIV
NEW5'CONC. SIDEWALK MEET EXIBTIWs
GRADES AT EDa OF PAVEMENT AND
AT EDGE OF NEV CONCRETE.
2% MAXIMUM SLOPE.
CLU5HCUSIE
IFFE. 15.0
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1-18DO-432-477 44
, Wk. SUN On Od of R&A4 III
Iden. dMIgns.
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NORTH
Scale: I"- w4r
LEE,ND PLANNING
AND DESIGN
STUART 1717.PlEtCE
TISWAPZWA�
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Drawn By SL
Chocked By MWDG
Scale 1. 20�().
Drawing Date 11-16-12
05-31-13
dErc comments 07-24-13
client comments 08-28-13
ada restripping 07-28-15
Sheet 1 of I
Location Map - Parking Space Detail NIS
Y
Tf
IIHI
aan%,�, SHEET
7e"
SITE SUR FEaMn
Ten
Sheet Key
NOTES
_J
l.TOPPORnONOFF7P25&26 SHALLHAVEAR11FUECT=L.Us NLT.S
SACKOGMOUNDY5114MITEREFUECTIVESYMBOLAND; EXIST.
Z EQ� PORTION SHALL �VIE A RIEFILECTIVE MITE BACKGROUND
GLU5HOU6E COVERED
L INITH BLACK OPAQUE LEGEND AND BORDER
tA a T IIIAI 6�111Av' I
M 25 & Z MAY BE FABRICATED ON ONE PMEL OR TWO.
site
PON
3425�70tt!)ISLXD3
25 358:40E
PARCELAR5A
nS27AC.
ZONING
PUD
FUrrURELANDUSE
RU
use G0-FCOtHlSEV�CLUBHOu$EAaI
EXISTING BUILDINGS (TOTA1- SQUARE FOGI)
24.712 S.F.
EXISTING BUILDINGS TO BE REMOVED
14,074 SIR
EXISIINGIltaft-DINGSTOREMAN
10,V8SF.
PROPOSEDCLUSHOLPSE
14.348 5 F.
CANQUET 11� SX111RODUS, EXERCISE ROOM. UBRXRY. EQUIP AREAS
TOTABUILDINGSOWEPOCTAGE
24USS SIR
IOTA INCREASE N BUILDING SQUARE FCOTAG� 274 SF
1%
FINWEDROCREUEVATION
1.5
SUIUDINGSIETBACKS
FROI SIDE 60% REAR .-
PROPOSED BUIWING HEIGHEr
18'
FLOODZONE
X
Parking Data
PARWNG SPACES REQUIRED
GOUP COURSE VATH CLUBHOUSE AMENITY (&I PER HOLE - 19)
lu
PARKING SPACES PROVIDED
VEHICULARSAACES
Ila
ADAACCESSIBLESPACES
7
�CARTSPA4ES
Tr
FARMING SPACES PROVIDED
202
Legal Desc6ption
A PORTION OF PARCEL D-Z SAV.. CLUB FLAT NO. FOUR, ACCORDING TO IHE
PLATTHEREOF.ASRECORDEDN InLATBOOKS0. PAGE 15. PUBUC RECORDS OF ST-
LUCIE
Concrete Pavement & Sidewalk Joints NLTS,
TY E 'A' JOINT
EXISTING
P SIDEWALK
P C NEW Typ "A"Jo
_B_JOINT IDEWALK E INT
PT� ATYPE
TYPE
LOCATION
DESCRIPTION
- P.C. AND P.T. OF CURVES
PROVIDE 'Ur EXPANSION
- JUNCTION OF EXISTING AND
JOINTS WTH NONLRISING
NEWSIDEWALKS.
PREFORMED JOINT III LLER.
W
- WHERE ABUTTING CURBS.
DRIVEWAYS AND FIXED
OBJECTS.
18-
5- O.C. FOR SIDEWALKS
PROVIDE 1/8'
160C. MAX FOR PAVEMENT
CONTRACTION JOINTS WITH
A MINIMUM DEPTH OF 1 W'
EDGED WITH A 112'RADIUS.
NOTES:
1. PROVIDE 4'THICK CONCRETE FOR ALL SIDEWALKS
2. CURE ALL CONCRETE WITH CLEAN SAND, PLASTIC
MEMBRANE OR OTHER APPROVED METHOD.
3. CONCRETE PAVEMENT FOUNDATION SHALL BE COMPACTED
TO A FIRM, EVEN SURFACE, TRUE TO GRADE ANDCROSS
SECTION, AND SHALL BE MOIST AT THEMME CONCRETE IS
PLACED
4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL
CONSTRUCTION CODES AND STANDARDS
S. NO REINFORCEMENTS SHALL BE USED IN THE SIDEWALKS.
6. CONCRETE TO BE 3,000 PSI IN 28 DAYS.
4.�251$FORUSE:N��MMESPACEISLIMITED
Concrete Sidewalk Detail NLT S.
a= PSI CLASS I CONCRETE
4. SLOPE CC` sued
SUBGRADETOA
STABILIZE
LBR 40 DENSITY SHALL BE 98%
OF MAXIMUM AS DETERMINED BY
AASHTO T-180 METHOD
NOTES�
I. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
FDOT SPECIFICATIONS SECTION 350.
2. PROVIDE EXPANSION J01NTS 2U CENTER TO CENTER. AT PC & FIT OF
CURVES, JUNCTIONS OF EXIST] NG & NEW SIDEWALKS, AND MERE
SIDEWALK ABUTS BUI CLINGS, CURBS, DRIVEWAYS & SIMI LAR
STRUCTURES.
3. PROVIDE CONTRACTION JOINTS 6 CENTER TO CENTER.
4- SOD SHALL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE
5. CURB RAM PS SHALL BE IN ACCORDANCE WITH THE LATEST FOOT
DESIGN STANDARDS.
Paving, Marking, & Drainage Notes
1. ALL DIMENSIONS SHOWN IN THESE DRAVANGS ARE S4AJ-ED DISTANCES.
THE CONTRACTOR SHALL. CONFIRM ALL MEASUREMENTS IN TH E FIELD AND
NOMFY THE ENGINEER IN WRIMNG OF ANY DISCREPANCY WITH THE
DRAVANG PRIOR TO PERFORMING THE WORK. AL-1. QUANrFTES SHALL BE
PAID ON THE BASIS OF FIELD MEASUREIVENTS OF COMPLETED WORK
2. SUEG�DESMUBECOMPA�DTOME��EDENSIW
REQUIRW�SASDUERMINEDBY�E�.S.H.T.O.-T�18"1
SPECIFICATIONS. SUBGRADE SHALL EXTEND 12- BEYOND THE PROPOSED
EWE OF PAVEMEW. AND THE TOP 12- SHALL BE COMPACTED M 98% OF
MAXIMUM DENSITY. ALL SMUMPS. ROOTS OR OTHER DELETERIOUS MATTER
ENCOUNTERED IN THE PREPARATION OF THE SUSGIIAOE SHALL BE
REMOVED TO A DEP`rH OF THREE FEET BELOW THE FINISHED ROAD GRADE.
IF THE SUBGRAIDE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEAdItl NG
VALUE DETERMINATIONS SMUL BE MADE BY THE FLORIDA SOIL BEARING
TEST, TEST METHOD -C- OF AAS.H.T.O. T-1841-61 SPECIFICATIONS.
3. BASE MATERIAL SHALL BE APPROVED LOCAL SHEI I ROCK BASE
MATERIAL AND Si BE COMPACTED TO NOT LESS THAN 98% MAXIMUM
DENSITY AS DETERMINED BY AAS H.T.O. T-18MI SPECIFICATIONS, AND
AS CALLED FOR IN FLORIDA DOT. SPECIFICATIONS, 1994, SECTION 250�7.
SHELL ROCK SHALL BE PLACED AND COMPAC'nED IN TWO (2) EQUAL
LAYERS.
4. PRIME COAT SHALL BE BITUMINOUS PRIME WATAND SHALL CONFORM
WITH THE REQUIRIENIENTS OF THE FLORIDA DO.T. SPECIFICATIONS, 1994
SECTION 300, AND SHALL BE APPUED AT THE RAM OF 0.25 GALLONS PER
SQUARE YARD UNLESS A LOWER RAM IS DRECTED BY THE ENGINEER.
S. SURFACE COAT EMU BE BrnUMUNOUS TACK COATAND SHALL
CONFORM WITH THE REQUIREMENTS OF THE FLORIDA D.O.T.
SPECIFICATIONS, 19U SECTION 300. AND SHALL BE APPLIED AT THE RATIE
OF D.08 GALLONS PER SQUARE YARD UNLESS A VARIATION IN RATE IS
APPROVED BY THE ENGINEER.
6. UTILMIES: IT SHALL. BE THE CONTRjI RESPONSIBILITY TO
DETERMINE THE LOCATION OF EXISTING UTILITIES WHETHER SHOWN OR
NOT SHOWN ON THESE DRAWINGS AND SHAU-L VERIFY ALL E�ATIONS
BEFORE STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFYALL
UTIURIES INVOLVED PRIOR TO CONSMUCTION.
7. THERMOPI-4STIC SHALL CONFORM TO THE REQUIREMENTS OF THE
FLORIDA DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. SEE BECTON 7111�MINIMUM THICKNESS 90 MILE (ALKYD
ONLY). ALL PAVEMENT MARKING$ SHAUL BE IN ACCORDANCE VATH THE
LATEST FOOT DESIGN STANDARDS.
S. ALL MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS.
I. ALL CONFLICTING MARKINGS SHAU. BE RMOVED WTH REMOVAL
METHOD AS PER DIRECTION.
10. THERMOPI-AS`nC SHALL BE USED FORALI. STRIPPING UNLESS
OTAERVMSEAPPROVEO
R-A.
Pbana, M-187.7330
From: 7n-57"1 I I
A5FHALT
FARrl,�ING
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It's th, 11
1-800-432-477
ftlabe Starld, i(Radda, In. r�,
=-.Or
0:;:tcpyght i
LU --AdI *Idea.. designs, anningernems, End pians Z�.t;es or
0j: (j/ �':Npresentedl by Mis draVIng are ovvneci by and the propas
Sum,
a�m.dla, P.E, *7M
MPC.,.AM.6aN. G.P-r. SaM.,. In.
Land PlannInlisd O.SIn Prodessminal Siave,,Vl, & Marren Land Planning and DesVn
P
LAND PLANNING
AND DESIGN
SrUART KPIERICE
772341.9322
73 Sot 0,1. A-
S., F]Pflla 34W4
FLO me
W 20XI
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Drawn By SL
Checked By MMIDG
Scale V. = 20'-10"
Drawing Date 11-16-12
05-31-13
drc comments 07-24-13
client Comments 08-28-13
ads 2 08-12-15
L None of NORTH
be used by SOD.: I" - 2GLO'
any
ioflhe
r.n.: M-$41-9322 Phona, 1 3 designer. V 1. 40.
use w and
suen idears,
ordisdosed
purpose Vr;
Sheet 1 of 1