HomeMy WebLinkAboutSite Plan' mlriTlum GchnicY revs - W.
Land CerelDpmen: ;c:I.. ..
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p,0,1 bns of to pro;ecl deisicc e
be=n cpled wlth as fudne' idaa!i5ac .. C': '•'ham
/7Y l0 Approval Date A,Lro
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'
EXISTING GAS
7�7�
ROW LINE
I IN FEET
MAIN
EIOSRNG EOP
3 1 inch - 50 K
PROPOSED
3
VIRGINIA AVE. (120' ROW)
FORCE MAIN
_—
------------
1
-
--- — coNCRETe MEDw1
--- --
5
t
--
EXISTING
PROPOSED
GROUND1r3i
SIDEWALK
1RI SO FT X30
PROPoSED CONNECTION
FT HIGH (MA%) EXISTING 1Z'
PVCYJM
=
I
PROPOSED
TOEXISTINGSIDEVJALK O2m BYBOTH PARpES
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y
FORCE MAIN _GAPE
PUFFER U.
BMWING
SETBACK ONE
f
EXIST' N'GL LIGHT
— — — — —
`--. +. -• '' _ -.
R��-
4.a-�
T•'a {
S
E%I3TING LIGHT��
PE PUFFER
,�wyB\._ �A �`� Iv.
I EXISTING 6'
\ "'Y�t�x•�`s'�- k,..
P�
14, 26
C' „�:,
€I
BASINS `\
EXISRNGCATCH
T
PROPOSED WATER
TART BE FlEW FlT
I
NOT TO DISTURB
LARGE OAK TREE
I
-STING D
RTTOBE
ANDCUL
AND CREMOVED
8s
()j
SEE PROPOSED
CROSS SECTION B.B
3
F w]
SHEET20F2
PROPOSED
FORCE MAIN
3
EXISTING WATER _
SERVICE
EXISTING FIRE
- HYDRANT
j }T
PROPOSED
1
STOP SIGN S BAR
I
f
i—_---_--_—v
-CLEMATIS AVE
EXISTING
1 POWER
POLE
E%SRNROW
- ROW
PROPOSED3i'
GRINDER
STATION II
I'
H-
11WU1RIy�L I
'STING SP
ROW I
I III
=I
I I'I m
7
[. EXISTING CATCH
; BASINS
I �� � t� 4d,,"_.I `� ('•, I� k� .', � �r 3cMAn�" �' '` i�t-�' br-:��_'.�.`.,t j I s � ;S }�: t i
al 1s ri l I(�i? j• "?;� � M � rlkl ' it 'i � � 'i �'. rr��.�ii: I I I .=et. �rrUi�
-' .I ` �... • +�a�F..- SEE LANDSCAPE PLAN FOR
B 4,"Lii I T I ALTERNATIVEIANOAE
.I
3 PR 4• PROPOSED
,� � NQROL WATER SERVICE
! D DPI ON STORYMEOICAL OFFlCE-. # I PROPOSED p
STOP SIGN6 yw
BAR Z �
' TU B HEIGE=1T�' I
I M: W zs
1355 '� i..� c d E108R GCHAIN UNN IL❑J SEWER f" I I � �� I
p }�� PENCE APOUNV�. SERVICE - ,$ I �.
I BY�+ -3.i •vY' PLAYGROUND _ PeOPOSEo . � — . — . � -Y 3t P1p i � I
. —� — • GRINDER L' "n±. I (• 1, d L 1Pi
I _ Ig PROPOSED STATION N} E FORCE MAIN
I R Y•
IN OET ED,Q PLAYGROUND ' 3T6]' I ! � FORCE MAIN
T
TI 1' 1 1Lr 11r d
SEE PROPOSED
�.`,� r SHEET20F2
��' e
�T
I
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•
� B PRO OSW
IDRYD
ESFTOB ST
L2.
I
I
I "STINGS TRUCNRE
PROPOSED FTION xl
AREA2
:
C.},RDEDAY CAPE
25 �I., Ak ':� 2.91SSF14
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--IJJ
4r :: FFE nae sa
1,.,
I
L .. L - - — — — —
1m
— LANDSCAPE BUF
R
JI
as -
I, F. PROPoa.
`PROJECT
140.00'
u, DIAAPSTER MRERED END
BOUNDARY
SB9'31'2T'W
V\
S BECRON (TYP)
2D•BMLnwc
`2VBUIWING
IMF
SEIBACKUNE
IB
ZONING CG SEACKLINE
FV b•
AF
pIRECTEDBY
LAND IISE: COM
yJU.Y Fm .USTAFJ
ZONING CG
CO—PROPOSED(PROW
DONATION TO
LANDWE:COM
ST WOEDOUN
II II jIl ul ,F
I m XJ ETe a o0
.............
NOOgrICFIXIPNO ':Tft' — MD
s• 1•.a —
PIRm
BAR CATEswlm urrJes
9 PLAN VIEW mo Br
7q REcr¢INDSIGN nc
x
. m Std. B' MinrMIGM WIIIiSNCCO
nr�Lcn rnrc
'NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE T u -G - — ¢�
CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS _
SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF lr�l
THE LIP SHALL BE e', UNLESS OTHERWISE SHOWN ON PLANS. �^-- Fu�TTu�-P'— • y21 � U N� B
TYPE F ELEVATION VIEW "Ri•` HANDICAPPED SPACE DETAIL
DUMPSTER DETAIL
(h�
t 2DBUIWING
SETBACK NNE
I
1
ENOSTREET
I 11 I IMPROVEMENTS
I II I II II
I II 1 II I I
I II � II I
I I
I III I III I I
II I I
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j I ID'D- ( i
.I N.T.S.
PAINT STRIPE I j
ryrPicnc)
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DOUBLE STRIPING DETAIL
Virginia Ave Medical Office Applicant/Owner.
Jerry Jacobson, VP
11
i
Owner: ECM Group, Inc.
1E Z U
3709 Oakridge Lane
Engineer.
Vr Z
Weston, FL 33331
RoderickKennedy, P.E.
W Z m
(954) 661 8151 phone
EDC.IT
INC.
1934 Tucker CouR
0 , o�
(954) 217-9932 fax
Ft. Pierce, FL. 34950
F- Inn R,
C7 0 v m iv
Z 00
Wilson Daycare Applicant/Owner.
NUS �a
William E. Wilson, Jr.
Surveyor.
w Of LL N
JWL Enterprises, Inc.
Target Surveying, Inc
W N Nd W W N o
8041 SE Orchard Terr.
5601 Corporate Way
Z Z L) W v a <
Hobe Sound, FL 33455
Suite 210
1O F7- LU
a r <
Z V
(772) 546-9233 phone
West Palm Beach, FL 33407
r`ri o
x10 m
(561) 640-4800 phone
W 41 °' 1~i n F
(561) 640-0576 fax
W 0 0
Total Site Area => 1.77 Acre => 100
PARCEL SIZE 76,885 S.F.
1.765 AC. 100.00 %
BUILDING AREA 8,184 S.F.
AC. 10.76 %
C
m
0.19
p
e
y
o
5 $
PAVED AREA 26,922 S F.
0.62 AC. 35.13 %
$
b
3
3
CONCRETE AREA 2,362 S.F.
0.05 AC. 2.83%
TOTAL IMPERVIOUS 37,466 S.F.
0.860 AC. 48.73%
�• x
,
PERVIOUS AREA 39,417 S.F. 0.905 AC. 51.279/6
Parcels:
Parcel:
2420-221-0008 000-1
2420-221-0009-000-8
2420-221-0006 000.7
Existing Zoning : 1
2420_-221-0005 O6Q-O
Land Use: COM
2420-221-0014-ODO-6 (A portion of)
Building Set Backs:
Existing Zoning : CG
Front Setback => 25'
Land Use: COM
Side Setback => 20'
Building Set Backs:
Rear Setback => 20'
Max Building Height: 40'
Front Setback -> 25'
Side Setback => 10'
Rear Setback =>20'
ADDRESS:
Max Building Height: 60'
2306 S. 39TH STREET
FT. PIERCE, FL 34981
PARKING INFORMATION
a
PROPOSED MEDICAL OFFICE:
MEDICAL OFFICE (4,592 SF O 7 spaces per 1000 SF) => 33 Stalls
DAYCARE CENTER (3,592 SF O 3.2 spaces per 1000 SF) _> 12 Stalls
LL
? I,l.l
_ V
TOTAL PARKING REQUIRED => 45 Stalls
TOTAL PARKING PROVIDED => 45 Stalls
— --RequiredHandicapped- - - ---- `------_>--2-Stalls ----
:- -Z-LL_ _--- -.
Provided Handicapped => 3 Stalls
W IE LL
Q
Q O
DRAINAGE STATEMENT: �'
a
THE STORMWATER MANAGEMENT SYSTEM WILL BE DRY DETENTION WITH
Q Q W
POSITIVE DISCHARGE OUTFALL THE ADJACENT ROAD ROW. THE PROPERTY
' ('-
OWNERS WILL SHARE THE DRAINAGE SYSTEM VIA EASEMENTS TO BE GRANTED.
UTILITY STATEMENT:
W W
UTILITY SERVICES WILL BE SUPPLIED BY FORT PIERCE UTILITIES AUTHORITY. A
; U
POTABLE WATER SERVICE CONNECTION WILL BE MADE TO THE EXISTING 8'
W
WATER SERVICE. WASTEWATER FLOWS WILL BE DIRECTED TO PROPOSED
GRINDER PUMPING STATIONS. ANY EXISTING ON -SITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM WILL BE ABANDONED. ALL UTILITIES WILL BE
J
UNDERGROUND.
-
FIRE PROTECTION:
FIRE PROTECTION SHALL BE SUPPLIED BY FORT PIERCE UTILITIES AUTHORITY IN
ACCORDANCE WITH THE ST. LUCIE COUNTY FIRE DISTRICT. A FIRE HYDRANT IS
LOCATED IMMEDIATELY ADJACENT TO THE PROPERTY IN THE 39TH STREET
PAS
RIGHT OF WAY. NO OTHER FIRE HYDRANTS ARE LOCATED WITHIN 1,000 FT.
s R.J. KENNEDY, P.E.
NOTE:
1156218
FINISH FLOOR ELEVATIONS PROVIDED BASED ON EXISTING STRUCTURE.
1934 TUCKER COURT
DRAINAGE CALCULATIONS SHALL BE PROVIDED DURING DESIGN PHASE TO
FT. PIERCE, FL 3495D
SUPPORT PROPOSED FINISHED FLOOR
phpna: 772�62-2455
SIGNAGE:
-
SITE SIGNAGE PLAN IN ACCORDANCE WITH SECTION 7.1024 SHALL BE PROVIDED
TO ST. LUCIE COUNTY PRIOR TO ANY CONSTRUCTION AUTHORIZATIONS.
07-247
10), E 'RCH4TECTURE!
PLTANSTAND ELEW TIONS IN�ACGORDANCE WITHI'SECTION 7.10.24•SHALL.BE.
., .., -� _. ,_ ....... ,. _,
PRO gEDTO ST. LUCiE COUNTY PRIOR TO ANY CONSTRUGTIONAUTHORIZA7lONS
FOReTHE:D,Y'CARE ADDITION.
'I OF 2
APR 28 2009
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Project Location
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SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST
VICINITY MAP
2' Asphol; ' .
NTS
(1 1/4 ' Type S-I St cturol
& 3/4" Type S-III Ta�
8" Limcrock o
cpcuino Bcse
Min. LBR 100
12" Slab. Subgrode
Min. LBR 40
TYPICAL OFFSITE PAVEMENT
SECTION (SLC Roads)
1D 50'
ROW - Eris6ng ROW- _ _
� � I
a 16, 1 16
12 Drive Aisle w14' Paved Shoulder I 17 Drive Aisle w14' Paved Shoulder
Type D
Curb
6
Project Location
DRIVEWAY MAP
NTS
CmtordALdc
let 13' 13'
at Pine Stella mil' T21el Aisle T-1 Aisle
2.0-6
2277�
6' Umefarkar T I Ile Asps C_
Base
Min. LLft 100 I Type 53
I SMb: S,IDgrede
Min. LOR40
NOTES
1. Typical pavement to bar applied to more palling Id end entente driveway.
2 Use 3,0011 R&L mnoeta at 213 days for wnstrucgrn
3. Sublimate to r tend beyond me Type 'D' Cars as shown on detal
4, Type'D' Curb b be mnstrucfed in arcordenra with FOOT kdext=_
5. Type D.
Curb shown oversized in dance for deadty.
TYPICAL PARKING LOT SECTION W/ TYPE "D" CURB
NOTFB: .
1. Sad al dick bed areas.
Z First cross section for paved tree to be approved by SLC Engineering during Design.
TYPICAL SECTION A -A OF PROPOSED IMPROVEMENTS ON 38TH STREET
_ Bar
aisbg ROW
6 16' ' 16' 6
17 Drive Asa, w/4'Paved Sh-Mor 17 Drive Ask w/ 4' Payed Shoulder
NOTES:
1. Sod all distra0ed seas.
2. Fkal crces anal m for pa ed area to bar eppreved by SLC Ergmaemg during Design.
TYPICAL SECTION B-B OF PROPOSED IMPROVEMENTS ON 39TH STREET
�� This Is to eediFj that this s'e N.er
minimum technical requ:rerrent=.;i pL Lucie^o.
Land Development Code. This z;pr-voi dos pa
consume eonsinlelion auf rlr ati:c aril ell svh
Wslons et the project development approval hrz
be complied elih as furtherideniuiled in GM :er#
Approva: Dave
Lead Deaaialian
Thvebovv des Le,also W, the creme are Mc lathe 4Pmak:
Pemd A
From bar non-1 avrord tlm cas! IQ dMo rv6n,aa 1/4 of do mMwxt 1. d Semu,20,Taenshry35S"dh, RmW 40 aad an tiro
lXrunry,Fltda,mne®I25 bet Germ 6odh 149.61stb the PoinldBeglnNlg; oonl'um mu0169.9f Mend 6reimWe�1140 feet 0anm
p,v®etl Wrer4sg teat ma na,®pm®ee stub kart tpbpp4:,ldemlm:g:lassdl irglrlaf,.xya
Pu_wl Be
--
A pawl b,tl in be roNeal mepedad Ile r,critrvesl aeyvadadPre rodh,�t mequabr dssem W1. Tw4Wg354Wd, Rage 40 east,
Saint I icC.My Sodda, berg mma ps awbdy demLetl as bias.
earr-n S,g at rig scuff- l—a Canonfioro'—erof-rathwsu a,aauabr a Me noraved aroquarbrd cad Semw, W. terra,
__
r,odedyebrglMwelaly inavlthe®rOraat mnadde rodtesal or,aQ arbrdda raBneatoro5rmnadfhe nftlrw¢tareerederdsatl
1
Scal-l0 , drcanccof 2500 rent a,by—aly ngln f ay U. or Mob Rmd ®bid out atlav Oava ea sty ab a,c mMciy
OI W
tMnrxayenaof® Andd Roatl a dmbm® of 0 bEaeb at to be dy rlgi alaeel -v®y Ins ar6 3eb3ahtlMa,tl—an—
F 250
W
rodhedyelmg Co ammdY nphld way one of®tlemrb 99d SveeLa tiro®o1111.611eetb se roa®Nr esf as ddalwananly
r
D ntmm RasmoG tame bMmmdAb,n�,a,r,,.a,.smdm m,rw,al Ramma flak fi]a. Page saal,atrepuHarao„dadsaorlw®
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�dY. Fbdtle artltha PdMdlle�mdng; Ihenm mn0we rordeayelmg geeesbMy dghldwey eredealSPb 99b SveaLe dstamd82]
F'
feeto the south¢dygne dihdWarar,ry Daedfmn BlyallL Jenr,Ygsb En JE.Lamberd.Md�lA lanbadieM Roil' AlanbaQ. ar
raatled k Ordd Rermtls Ovok SID, Page 1508 dthe path remNs d Sdm Lutle Coady, Fbdda; Came®kdyeh®ItmwrDnedVenedeeN
nN')
i
Waranry Dat lrun Bn-adL b,avnPbEmarud Elanbad Mrtud A.lombada,tl R6alieALombad, mreroMlg Oirmal Rnvde Book
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{
SlD, Pegs 1599dde PEf m"tlad3dM ludemw,y, FYaide edrsLmmd1400Dfmlb Oe u®ImIYI^radParml'A'dmd Warmrry Deed
r
imm Russell G Yomg to Mtluel A Lombadl ®remNetl In Of5del RamQ Bwk5]9, P19e 2461; dam sodedyabrg 6e,sesbdY be d
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P-1-A-dsetl
N
Wsrady Da Ifmm R,nsce G.Yongb Mchadk larnbaci as mmMedin areas Remy emk5TJ, Pegs X6l.eaammdeareelm tic
rormeM ImpdPaml'CdeaW Wamw,ryGeedbm Russae G.Yamg b Michael A. LanebanI DgvitlPage
-
14B1; dcnro wastay sire do norb,edy fvc dsdtl Wamnry Oeetl fmrn RusseO G. Yomp m Mtlad 0.lmnbad, anmmdm bOFdal Rnmrtls
la-. Pape 24e1.a dNacedIca ODleelo de PdMdBe rp.
ParaMc
Bsaimd,gdBeuofarerod,e t1/4 dthewCeest1/4 die rodhamt 1/4d6eo 1M.Toemhipes auC, Pangs40rsa5
dam trot, 25 kal term east 25 feeL fhe,m rodh crimp sc cad npM dveYiee d6ouC 3ah Seea1313361eetm 0a Pand dBepin'v,p;
bmm,sn 140 tact
0renra roM 11MASfeet term eav11401aa1blie ract,ish.1-ayrmaofSabsob almeF hamcoen dorg geeanriptdal+n l dSaM
Baldgl Landscape or
391hfi Led .1104.45f-,I to lie Print or Bngmug, aO Mrg aid tramp In SL Ludy C..*, Ro6ls
Sed as Oireded by rim
Landscape ArsNbd
PacelD
Virginia Avenue
E
C
D F S
EXISTING ZONING
A=CG
B=CG
C=CG
D=1
E-CG
F=CG
NOTE:
LOT D IS A
CONDITIONAL USE
rZUnrelated Owners to Project
A = Owned by JWL. Long Tenn Lease in Favar of ECM with Pre -Exercised Option to Buy (Vacant Land)
B = Owned by JWL. Perpetual Mutual Reciprocal Joint Elee rrurerts Between JWL and ECM for Paling,
Access, and Detention. Structure Can Never Be Erected (Vacant Land)
C = Owned by JWL. Perpetual Mutual Reciprocal Joint Easements Between JWL and ECM for Parking,
Access, and Detention. Structure Can New Be Erected (Vacent Land)
D = Owned by JWL (Daycers on Property) - Only property with Conditional Use Currently Approved
E = Owned by ECM (Vacant Lord)
Owned
F = by ECM (Vacant Land Split From Pared Behind)
LOT OWNERSHIP AND ZONING ILLUSTRATION
Begin el the nmuemm dthe east ri9MaFwaysned Snub 3lMSveet f50 feel wdp)n,d the rend dgMaP4ayf dHmveyAvenra (SOfeNaMa)
l ..Mrn I�tlaxrat,aataw ssrw min, taus aromr.®1 romadmn mm,,.mt v4 doe na,b..sl v4 d ge,mnl,�11f4 dsaemn aa.
/ SEGMIG; M. andIV ro, Mce M Part narlad,e 1 of can ryMat 6fat ar. 39d Shed 20B.50 fedbd,a A5fOF
BEGINN NG; CanemlWwing rod, ala,g be east dpM1lA-v®Y fins d 39N Strm 1g4AB fact Ov,� east 1401ea10mr®sadh iDCAS feet Itrcr,cc
van 140 reef b de POINTOFBEGINNING.
� Setl pemlls lM woes,Lem$aM6decertein mramdetl Watdde„uprad lH dB,erod,r,mllN d5edm2D, TwmNip 365ou1t4
uanP4 seat Prepared by J. W WNgm, Caery Gumycv.
Pmr_elE
TheeastiGSre wad 330 reef ol0re voud, 250ASfeetd the rodh 399.5]teelride nod,ead ib d3emm W1, Tw4sNp35 sa@r. Rarge
4o een.st faro Oaunttoady, FImAe.
A Patroldla,d in the rodh stone-giensrof Section 20.T—hip 35 south, Barga4QreastSI.ode 074, Ronk. being mine par6mdmfy
Cammmd„g d tlm komemon d tiro nub Ike d tM 50.d0 foot rightafeeYaf Arndd,i{md4iN No easl4m deu eO.W Im1 dgh!cbvay d39b
Street Cexanadh 033s5D' wntdmg are ^aw ere dreb 3aM1 aeeel, a dabrr®d WJ8.901m1 b be pdN.ufleg4rrm,¢ deuce minus r,aB,
03'34'S0'venehs9 tle eael Ike d®la 39h avast a thin®d 232.ai feet Mum nunM14226'11' e®tedcbnm d3i86 fwtm tic hpmBG9a1
vAd CeauM IR doe 1 WI.W Imt Ast,ia..ayd Vuginb Awnm, e� Iman ro Bbb Rovtl No, RI; tiv4s nu0, ®2T'17 east tarp be a"d,
rghbiwey d>eb YvgHe Aveme, e d from d 114.1a; tlm®card 03.34'S0' east a dsmnm d25ap3 feet Nam send Be3129'vvmt e
tlhbuc of 140.oDfeetb Ma pint d Cegrming.
Cmbkk9 k a135,0/9 equara Ieetcr0A2 acres rose or less
CmmuNry Number 1W12b6 Pact 0186 S1rx. F Rood lore: X Fletl Web lH&1IXR
PlopadY Atldau: TJB6 6. 39TH 6TREET, FT. PIERCE, FL 349e1
RELATIONSHIP BETWEEN PROPOSED DEVELOPMENT AND ADJACENT
LAND USES, ZONING, ETC:
THE PROPOSED DEVELOPMENT IS PERMISSIBLE WITHIN THE CURRENT LAND USE
AND ZONING. ADJACENT LAND USES AND ZONING CORRESPOND TO THE SUBJECT
PROPERTY.
FUTURE SELLING OR LEASING OF PORTIONS OFTHE PROJECT:
CURRENTLY THERE ARE NO PLANS TO SELL OR LEASE PORTIONS OF THE
PROJECT.
MEAN HIGH WATER LINE DETERMINATION: NIA
APPROX. DATE OF COMMENCEMENT AND COMPLETION OF THE
PROJECT:
--- ----'---CONSTRUCTIONCOMMENCEMENTIS ANTICIPATED WrIHINONE(1)MONTH OF
-----
FINAL APPROVAL. CONSTRUCTION IS EXPECTED TO REQUIRE SIX (6) MONTHS.
FILL REQUIREMENTS, TYPE OF FILL AND FILL MATERIAL SOURCES:
ONLY LIMITED IS EXPECTED TO BE BROUGHT ON SITE. THIS MATERIAL WILL BE
USED FOR THE CONSTRUCTION OF THE BUILDING PADS AND PARKING LOT. THE
MATERIAL WILL BE SUITABLE FOR THIS APPLICATION.
EROSION CONTROL METHODS PROPOSED ONSITE:
AN EROSION CONTROL PLAN WILL BE DEVELOPED FORTHE SITE WHICH WILL
INCLUDE SILT FENCE, HAY BALES AND A SOIL TRACKING PREVENTION DEVICE ALL
PER THE CORRESPONDING FOOT INDEX
RIGHT-OF-WAY DEDICATIONS:
AT THIS TIME A TEN (10) FOOT RIGHT-OF-WAY DEDICATION IS PROPOSED FOR 38TH
STREET. NO OTHER RIGHT-OF-WAY DEDICATIONS ARE PROPOSED.
WETLAND JURISDICTIONAL AGENCIES:
NO WETLANDS ARE ANTICIPATED TO BE CLAIMED BY JURISDICTIONAL AGENCIES.
IMPACT OF THE DEVELOPMENT ON NEIGHBORING PROPERTIES:
NEIGHBORING PROPERTIES ARE OF SIMILAR ZONING AND NO NEGATIVE IMPACT IS
ANTICIPATED.
WATER AND SEWER SERVICES:
WATER AND SEWER SERVICE WILL BE PROVIDED BY THE FORT PIERCE UTILITY
AUTHORITY.
FEMA FLOOD HAZARD AREA - COASTAL HIGH HAZARD AREA:
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO.12111C01SSF, PANEL 186
OF 410, WITH AN EFFECTIVE DATE OF AUGUST 19, 1991, THE SUBJECT PROPERTY
IS WITHIN ZONE X.
COASTAL CONSTRUCTION ZONE: NIA
DAYCARE TRAFFIC STATEMENT: MEDICAL OFFICE TRAFFIC STATEMENT:
THE INSTITUTE OF TRANSPORTATION ENGINEERS THE INSTITUTE OF TRANSPORTATION ENGINEERS
(ITE), TRIP GENERATION, 7TH EDITION, LAND USE CODE (ITE), TRIP GENERATION, 7TH EDITION, LAND USE CODE
565 WAS USED TO DETERMINE EXPECTED DAILY AND 720 WAS USED TO DETERMINE EXPECTED DAILY AND
PEAK HOUR TRIP GENERATION RATES FOR THE PEAK HOUR TRIP GENERATION RATES FOR THE
PROPOSED PROJECT WITH THE FOLLOWING RESULT: PROPOSED PROJECT WITH THE FOLLOWING RESULT:
AM PEAK: = 55 TRIPS AM PEAK: = 16.62 TRIPS
PM PEAK: = 58 TRIPS PM PEAK: = 20A3 TRIPS
WEEKDAY AVG: = 332 TRIPS WEEKDAY AVG: 1
165.91 TRIPS
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R.J. KENNEDY, P.E.
956218
1934 TUCKER COURT
FT. PIERCE, FL 349M
phone: 772-462-2455
07-247
2OF2
F