HomeMy WebLinkAboutIII. Tab 3. Site Utility Study■
April, 2010
Site Utility Study
The Villages Apartments
MAJOR USE SPECIAL, PERMIT (MUSP)
Miami, Florida
Prepared for
The Village Miami, LTD
8500 NW 25th Avenue
Miami Florida 33147
Prepared by:
Kimley-Dorn and Associates, Inc.
1691 Michigan Avenue
Suite 400
Miami, Florida 33139
Kimley-Horn
�� and Associates, Inc.
April, 2010
Site Utility Study
The Villages Apartments
MAJOR USE SPECIAL PERMIT (MUSP)
Miami, Florida
Prepared for
The Village Miami, LTD
8500 NW 25th Avenue
Miami Florida 33147
Prepared by:
Mmle_y-Horn-and_As.s_oci
1691 Michigan Avenue
Suite 400
Miami, Florida 33139
The Villages Apartments
Site Utility Study
TABLE OF CONTENTS
SECTION PAGE
I. INTRODUCTION 1
II. SITE LOCATION MAP 3
III. SITE DRAINAGE AND STORMWATER MANAGEMENT 4
IV. WATER DISTRIBUTION AND FIRE PROTECTION SYSTEMS 5
V. SANITARY SEWER COLLECTION SYTEM 6
VI, SOLID WASTE GENERATION 9
I he Villages Apartments
Site Utility Study
APPENDICES
APPENDIX"A"............................................................................................... AERIAL MAPS
APPENDIX"B»......................................................................................................... SURVEY
APPENDIX"C"..................................................... PRELIMINARY DRAINAGE CALCULATIONS
APPENDIX "D" ............................................
APPENDIX "E" ............................
APPENDIX 'T .. ...........................................
....... MAPS
MDWASD WATER AND SEWER ATLAS
PUMP STATION MONTHLY INFORMATION
The Villages Apartments
i Site Utility Study
I. INTRODUCTION
The Villages Apartments is a proposed 547 unit residential development located on an
approximately 10.425 acre property at 890 N.W. 69th Street and 6886 N.W. 7th Avenue
in the City of Miami, Miami -Dade County, Florida (see Site Location Map -Fig l). The
site comprises of two (2) land parcels which are bisected by the 50 -foot right-of-way of
N.W. 68th Street/N.W. 7th Court. For the purpose of this development, the existing
parcels will be combined and the existing right-of-way vacated to accommodate the
proposed improvements
The Villages Apartments shall be constructed in three (3) phases, together making up the
East Village and the West Village. At build -out, the proposed residential development
shall consist of: six (6) multi -family buildings ranging from seven (7) to twelve (12)
stories, one (1) single -story club house building, a pool, playground and associated
parking facilities to serve the development.
Permits for any site work must be obtained from the City of Miami Public Works
Department and the City of Miami Building Department. Proposed stormwater
management improvements and right-of-way improvements will require approval from
the City of Miami Public Works Department, Miaini-Dade County Department of
Enviromnental Resources Management (DERM) Water Control Section, and the Florida
Department of Environmental Protection (FDEP). Proposed water distribution and
sanitary sewer utility improvements will require approval from the Miami -Dade Water
and Sewer Department (MDWASD), Department of Environmental Resources
Management (DERM), Florida Department of Enviromnental Protection (FDEP), the City
of Miami Fire Department, and the State of Florida Department of Health.
1 he Villages Apartments
Site Utility Study
Table 1
Project Summary
;
The Villages Apartments
Site Utility Study
II. SITE LOCATION MAP
Figure 1: Site Location Map
NW 79 H ST z
C ¢ v
JNW
NW 78TH ST
77TH TE
z
Q
ti
a
PROJECT LOCATION
NW 71ST ST
NW 71 T T < a NW 70'
x
o
HTE �- 3
y z W 69TH ST z
3
HTE Z z NW 66TH ST Z
H ST
N
ST
P,
ST
NW 65TH ST
"
NW 64TH ST
NW 64TH ST
NW 63RD ST
L0
63RD ST
—
3
z
NW 62ND
Z
62ND
a
NW61STST
M1
NW 60TH ST
z
z
NW
ST
60T
H ST
NW 59TH ST
>
v
ST
TE
z
NW SBTH TE
Z
x a r
z 3
I
x
z
The Villages Apartments
Site Utility Study
III. SITE DRAINAGE AND STORMWATER MANAGEMENT
A. Existing Drainage System
According to the survey from Schwebke Shiskin & Associates, Inc. no stormwater
management system currently exists on the subject site. The catch basins do however
exist, within the rights-of-way abutting the property and along the existing N.W. 68th
Street/N.W. 7th Court roadway which bisects Parcels 1 and 2. A copy of the survey has
been provided in Appendix `B" for reference.
B. Proposed Drainage System
The drainage system for the proposed development may consist of catch basins and
exfiltration trenches to facilitate onsite disposal of storm water runoff. The 5 -year, 24-
hour design storm event will be used to design the storm water management system, in
accordance with Section D-4, "Water Control", of Part 2 of the Miami -Dade County
Public Works Manual.
Based on preliminary estimates, it is anticipated that approximately 825 LF of exfiltration
trench will provide sufficient capacity to dispose of the design 5 -year 24-hour
stormwater runoff generated by the proposed development. The preliminary estimate is
based upon conceptual drainage calculations prepared for the subject site. This estimate
may vary substantially upon execution of a more detailed drainage system analysis. The
preliminary drainage calculations have been provided in Appendix "C" of this report.
The final drainage design for the project should be in conformance with the requirements
of the Miarni-Dade County DERM Water Control Section, Florida Department of
Environmental Protection, and other local, state and federal regulatory agencies having
-.---jurisdiction over the project.
C. Flood Criteria
The proposed project site grade elevations will be designed to meet floodplain
management criteria according to Federal, State, Miami -Dade County and City of Miami
standards as follows:
The subject property is located in PANEL 304 of COMMUNITY -PANEL
NUMBER 12086C0304L of the Flood Insurance Rate Map (FIRM).
According to the National Flood Insurance Program, the property is
located within Flood Zone AH, which has a flood plain elevation of 11.
The Villages Apartments
Site Utility Study
The flood insurance rate map for the subject property has been included in
Appendix "D".
ii. Miami -Dade County Flood Criteria elevation is estimated to be 7.0 -feet
NGVD. This will be used to detennine proposed minimum site grade
elevations. Please refer to Appendix "D-2" for a copy of the County Flood
Criteria map.
iii. The average October ground water table elevation is estimated to be 3.0 -
feet NGVD. This will be used as the control water elevation for stormwater
management calculations (Source: Miami -Dade County Public Works
Manual, Volume II Design Standard Detail WC 2-2). See Appendix "D-
3" for the Miami -Dade County Average 1999 October Water Table Map.
IV. WATER DISTRIBUTION AND FIRE PROTECTION SYSTEMS
The water mains owned and operated by the Miami -Dade Water and Sewer Department
(MDWASD) in the vicinity of the project is shown in the Table 2 below.
Table 2:
Existing Water Mains
(Per MDWASD Water Atlas Sheets)
Location
N.W. 69 Street I N.W. 10 Avenue and N.W. 7 Avenue 1 6", 60"
N.W. 67 Street I N.W. 10 Avenue and N.W. 7 Avenue 1 30", 36"
N.W. 10 Avenue l N.W. 67 Street and N.W. 69 Street 1 245, 60"
N.W. 68 Street I N.W. 10 Avenue and N.W. 69 Street 1 4"
Per the MDWASD water atlas sheet (G-10) provided by the MDWASD, 6 -inch and 60 -
inch water mains front the property along N.W. 69th Street. An 8 -inch water main is
located along N.W. 7th Avenue between N.W. 67th Street and N.W. 69th Street, 30 -inch
and 36" inch water mains are located on N.W. 67th Street between N.W. 10th Avenue and
The Villages Apartments
Site Utility Study
N.W. 7th Avenue. 24 -inch and 60 -inch water mains are located on N.W. 10th Avenue
between N.W. 67th Street and N.W. 69th Street and a 4 -inch water main bisects the
property along N.W. 68th Street connecting N.W. 10th Avenue and N.W. 69th Street.
The existing 4 -inch water main within N.W. 68th Street will need to be removed or
abandoned in place to accommodate the subject project. A final determination of the
points of connection and requirements will not be provided by the MDWASD until Water
and Sewer Agreement is requested by the owner. Water service meters would need to be
purchased by the owner and installed by the MDWASD officials. See Appendix "E" for a
copy of the MDWASD water atlas sheet for the project area.
The Fire Code (NFPA) requires fire hydrants be located no more than 300 feet (drivable
distance) from proposed buildings or structures, and that there be no more than 300 feet
between hydrants along the frontage of a property, as measured along the water main. As
such, the City of Miami Fire Department may request additional fire hydrants be placed in
the vicinity of the subject project. Additionally, fire hydrants must be located within 150
feet of each proposed building's fire department (Siamese) connection. The fire
department connections to serve any proposed structures must also be located at the front
of the building.
V. SANITARY SEWER COLLECTION SYSTEM
Table 3 depicts the sanitary sewer mains owned and operated by the Miami -Dade Water
and Sewer Department (MDWASD) within the vicinity of the project.
Table 3
Existing Sewer Mains
MDWASD Sewer Atlas
N.W. 69 Street
N.W. 10 Avenue and N.W. 7 Avenue
10" Gravity
N.W. 7 Avenue
N.W. 67 Street and N.W. 69 Street
8" & 10" Gravity
N.W. 67 Street
N.W. 10 Avenue and N.W. 7 Avenue
10" Gravity
N.W. 10 Avenue
N.W. 67 Street and N.W. 69 Street
12" Gravity
N.W. 68 Street
N.W. 10 Avenue and N.W. 69 Street
10" Gravity
The Villages Apartments
Site Utility Study
A copy of the MDWASD sanitary sewer atlas for the subject area has been provided in
Appendix "E".
It is probable that the existing 10 -inch and 12 -inch gravity sewer mains adjacent to the
proposed development will have sufficient capacity to accommodate the proposed
development. However, this cannot be verified until a downstream analysis of the
existing 10 -inch and 12 -inch gravity lines are completed. The existing 10 -inch gravity
sewer main within N.W. 68th Street will need to be removed or abandoned in place to
accommodate the subject project. Further coordination with MDWASD will be required
in order to determine if any services are currently connected to this main. MDWASD may
require upgrades to the existing sanitary sewer system, but this and other requirements,
cannot be determined without a request for a Water and Sewer Agreement.
MDWASD Pump Station # 30-0072 received the flows from these mains. As of
04/14/2010 this pump station is operating at an average yearly NAPOT of 4.33 hours
which is 46% of its design capacity. Therefore, a new sanitary sewer pump station or
upgrades to said pump station may not be required for the proposed development. A final
determination regarding the status of the existing transmission system and the need for
possible improvements will not be made until construction plans are submitted to the
Miami -Dade County Department of Environmental Resources Management (DERM)
Wastewater Section and a Sanitary Sewage System Capacity Certification Letter is issued.
Please refer to Appendix "F" for Pump Station Monthly Information.
7'he Villages Apartments
Site Utility Study
Table 4:
Estimated Water and Sewer Flow Generation
(Per MDWASD Schedule of Daily Rates)
Phase I
East Village -
Building A
Residential
Apartments
70 units
200 gpd/unit
14,000
East Village —
Building B
Residential
Apartments
80 units
200 gpd/unit
16,000
Clubhouse
3,080 sf
10 gpd/100 sf
30,308
Anticipated Phase I Flow Demand
30,36
Phase II
West Village —
Building C
Residential
Apartments
100
200 gpd/unit
20,000
West Village —
Building D
Residential
Apartments
72
200 gpd/unit
14,400
Anticipated Phase II Flow Demand
34,40
Phase III
West Village —
Building E
Residential
Apartments
112
200 gpd/unit
22,400
West Village —
Buildin F
Residential
Apartments
140
200 gpd/unit
28,000
Anticipated Phase III Flow Demand
50,40
Total Development Flow Demand at Build -out
1 1
The Villages Apartments
Site Utility Study
VI. SOLID WASTE GENERATION
Solid waste generated by this project will be collected in standard onsite containers for
refuse and recyclables. Regular pick-up service will be provided either by private hauling
companies and/or by the City of Miami Solid Waste Department, who will transport the
waste to Miami -Dade County's or private disposal and recycling facilities. The volumes
of solid waste projected to be generated by the project are shown in Table 5.
Table 5
Solid Waste Generation
49.7
56.8
3.88
110.38
71
51.12
122.12
79.52
99.4
178.92
411.42
East Village -
Building A
Residential
Apartments
70 units
0.71
East Village —
BuildingB
Residential
Apartments
80 units
0.71
Clubhouse
3,080 sf
0.00126
Anticipated Phase I Flow Demand
Phase II
West Village —
Building C
Residential
Apartments
100
0.71
West Village —
Bui-ldi_n- D
Residential
A - artments
72
0.71
-- ---
Anticipated Phase II Flow Demand
Phase III
West Village —
Building E
Residential
Apartments
112
0.71
West Village —
Building F
Residential
Apartments
140
0.71
Anticipated Phase III Flow Demand
Total Development Flow Demand at Build -out
49.7
56.8
3.88
110.38
71
51.12
122.12
79.52
99.4
178.92
411.42
The Villages Apartments
Site Utility Study
Appendix "A"
Aerial Maps
The Tillages Apartments
Site Utility Study
WA
AERIAL MAP
SCALE -1:150
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Nn F tla.. :A -
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atFiilmR n^ ttoo
now tRn i]ta PRMff Na A
- MIAMI, FLORIDA
nwo lana-af rAo_ao-nt�a
The Villages Apartments
Site utility Study
Appendix "B"
Survey
The Villages Apartments
Site Utility Study
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The Villages Apartments
Site Utility Study
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The Villages Apartments
Site Utility Study
Appendix "C"
Preliminary Drainage Calculations
The Villages Apartments
Site Utility Study
MW ardti%a08imk.
proposed lowest Inlat elevation /Maxim um
possible stage /control elevation -
Average grade=
Design High Water Elevation=
Depth of trench _-
Top of Trench Elevation
Pipe Invert Elevation
Trench Pottorn Elevation s
It, a Unsaturated trench depth a
H2UN Y'A NCA
Du DEPTH
D$
MUMOM 4. AMCIAMA INC.
1491 ISMOAN AYUNU4, SU116406
ANAtg USACH FLORIDA 33 NO
Ile Villages Apartments
City of Nihind, Flodd+t
10.5 It (Control elevation govern)
10.5 ft
3 NGVD(OctoberWater Table Elevation)
15 N. prom existing grade)
8.5 It NGVD
6 it NGVD
-6.5 It NGVD
5.5 it
Flt_t_
M�NI_MUM`' pIPE COVER
PIPE 1 NCHES _) PERFORATED
1NIMUM PIPE DIAMETER
COARSE ROCK IE INCHES PIPE BF -0
MtN IMUM
TRENCH WIDTW
rY
sr� AR [u+nv�tow
T 101 01
[LLY. p
CONTROL
>' i Ib g �'4 n, I STRUCTURE
unnaarAx. rxwG,
raxran¢vr�
PERCOLATION TEST MQ Op SED EXFiL_•T 710N
TRENC
(rkr eA,Le1MaaT:�:a.CJtnelOnT•onnut 6 E401.000 Trema R ,00 M-4 foraredPIP.)
'Wta Average. trench width
.D a Diameterof perforated pipe = 1
The design high woterelevatlon and the control elevation. are within the eggtegatomedla,
Therefore, I, - Total exhltration rate per foot of trench, cfs/LF
For 15•ftdeep exhltration trench:
F+. 2ktodv(d„/2+d,)+2ktsd dl
(Per/'auottnn 2.m6 o/theFDOT•DISrrict 6.Dj7ftration Treacti
'Kra- HydraultcConduativity at 10 it depth-
ka a Hydraulie Conductivity at 15 it depth
III depth of trench to 16 It (from grade)depth, In It a
d, depth of 10.15 toot satratum, typically 5 it a
d_s; Hvd-die head nn F.rll,mflnn trwncha
7.5 It
head
head
The Villages Apartments
Site Utility Study
d. m depth of lho unsaturated zone=
5.5 ft
as = depth ofahosnunated zone=
4.50 It
Et= total expiration rateperffeltreach(Cafculatedl-
0.0296 CIWLF
,. _ ,'4aEt, tocoltxytmtionroteparlpaftrenth(Oa370nJ.= -
., � •..
.- 00796_rJi{lF ,
IMAv. ra/NkIgAtO&O.t iA�rT/
Ts= Tline to generate one infill of runoff plus ilia ante of cancentration, lntnntes
T,. + Tr
Tr• = Time to generate P of runoff, utinutes
or (,2940 F-0 Ili/ (308;5c -Gas jo.5805+F'o`))
fear Fnauflnn:a.2;I:af ilia rUOr•rh'atrld 6Fxf+hmttanlfenrnneferanreAFAnua{.lAnua+ylml8•Vnl.7.U3J
(:= Weighted runoff coefficient
Pervious Area (AIIJ= 2.BG3 ac
Impervious Area (A2)= J.Sti2 ac
TotalAtea (A3)= 10.425 ac
Runoff caeffeclantPerviaus(CO _
Runoff cooffaclant Imparvtous{C2) r
0.3
(19
A ioteiTrankhiy Area =C%A3• - ad
Where F =10 -year storm -frequency, T,. - 12,81 mios
T, = Time of concentration or Oma to reach L inlet = 50 mins
toT)= ttme,ropederateone1"mio(runoJfphrsdrerimeeJmncenuatlar=
67.ei m7n3 .
Using DERM Equation for Water Quallty:
Where:
L - y
(5+W t,TJ
:(Por fnunnnn3.34 oj1Aa FDP%D'strlU6Fnjirtrelian 7naKh NeJuianteMo+wo47neaety1008•.yar.1,03J
V- Required slormwater qualityvolonio, fe
=00C IAT,
1= RainfaRlntonsity, Inches par hour
908,5
e 48.0,1 +T,(i15895:+F"' +)
a 350 irchrs/hr �;�
m
!f,Poll tf)tY fnrhas pNhgtk _ - , �:SI) lr iheY%he'_'s
> -.-�c .... irnd r4gti(rcdltohrrWahrpualRf7vaArftrc V oaw � • ; S T �f0631ti
R ... „.G... .., a92 AcR
Required length per DERM,le 819 It
The Villages Apartments
Site Utility Study
a)First Inchof8un•offvolume from the developed project -(Total Area'1')/12 (Ac -ft) 0.87 Ac -ft
b) Total runOIf of 2,5 limasarea s2.5 x hof hgperviout'Jalal arca. (Ae•nl 1.58 Ac -ft
51nse t(t(sAreak)ncOptmerlal:one dteYohlmere4uliedtobotreated,V,,, {e, 258 AJf '
Sa,:Wahtr(ivaliry Volumn,V gwiA. .28,92 Ac -In
Requlredlengthrer5FWMD:if Us>Duor WV 211 L= V
KI211iDN•A„ f211aDi)F11.39x1V:)WDu
If Ds<,Du anti W a 2H V
L NIZH1W+2H,Dv. D�'*2H=D,)+.(1,39 x ILWJWD„
Where,
Hr= Dopthfromcontrol elevationto:DHW, In ftl 7.5 ft
Ue Depth Unsaturated lone, in it 5.5.ft
D,� Depth saturated zone, In It 9.S
W -Average bench wldlh; In it 4
Requirodlonglhper SFWMD,.1, 412 Jt
Conduslon
Required
providedTroetment
Summary
volunlaltl
volume til
(Ac -ft)
(Ac•rt)
E%111tratfon
ti58
Required
providedLROIJUI(ad
lranchlength
Facrorofsafaty,
E%gltration
Froviedvraturquallty
Addltionaltndtnnato
Regulating
ExhltatlonWith
no
(F.S.)
trenchlonglh
volume
]to treated with F.S.
Agendes
trench
Factor of
provided it'
With Factor
(Ac•ft)
.(Ac.ft)
length(F.1)
safety fit)
ofsafety(ft)
DERM
819
1.00
819
2.34
-0.02
SFWMD
825
412
2,W
824
1458
0.00
Conduslon
Required
providedTroetment
Treatment
volunlaltl
volume til
(Ac -ft)
(Ac•rt)
1.58
ti58
(1) As per 11 Florida -Department of Transportation- District 6,.ExRltation trench Manuel. January 20OW, section 4. 1, 5 F MDrequires,F.S. 2 and DERM
.does not mantinn the value. Howeverthe I lydraullc Conducl(vlly, was taken half of average, thaVs why DERM's F.S. was taken 1.
(2) if the add)tfonnI Storage Volumo from DERM > SFWMD, than req orad treaunentvaltoo hoot been taken form DERM or vice versa.
13) If.tho-addit(OnalitOrage Volume from DERM >SFWMD,. then nroviod troatemant value will he taken form DERM OR VISO vers a.
The Villages Apartments
Site Utility Study
Appendix "D"
Maps
The Villages Apartments
Site Utility Study
M
fL g
LL,
NN
R M1
EL
MOW {avYgg
N
The Villages Apartments
Site Utility Study
MIAMI DADE COUNTY alzz�,
AVERAGE 1999 OCTOBER WATERTABLE
!c
ST
A -.-I Ft)g
AVERAGE OCTOBER
GROUNDWATER DEPTH
se .otic NTS I F
UAIE SKU mm
„® PMEOT NO,
THE VILMIAMILAGE, FLORIDAS APARTMENTS D
-3
I he Villages Apartments
Site Utility Study
Appendix "E"
MDWASD Water and Sewer Atlas
The Villages Apartments
Site Utility Study
The Villages Apartments
Site utility Study
.-w-m ....-r..-,w-m---�--�•--.� �y'.w-r,...w---w-".-.�.-.r--.,._... .. ...,« ...---••... .. T -
497 } 436 NW7, 490 r aT j 429 nuP meq y ,12 1,1 NW 7, 81
� 32T 9003pT 3,
I I
560
.50
.. y .3,
27
70 376/
s NW � -, i `'� +
..7 ,. 1 399,
_ :.----mm�0- Y r10� 10, 4--10' --a ••• -4 424, ,
889 4366 439 + 446 441 4M1x ,..� .•' 4i4
3897
11610 999 1 -"---�
a0
501" � l r +'ROd j 28
a. 01 ,
NW bb 8T 37 d
MA 29 NNJ DU 4
f _.._+,... 10 +
301A '367 adtl, 99R aa6 •• 074 ,.
690
49P 400
_
a Oki
211,a 89801
l 231
381 NW 00 ST00 AOS
�v aa4 a93 8926, m 430
+8 0 1 372
1 , 362 �\ a+44
w 4a4�
30 308A 1, . « NWOM OKA NW bl
itl . 4 -to --X 10• 10" yd"z --------
308 ! a 367367 864 o0R 370 a71 410 400 09 4
rL� ,661 \j "oa, '1 1 ' �r f 62 M �3A03 Rdd
r eaa`1 1v- ; 6 �` f 0a12. - ! —. 9 C 32
-------------
^7
_ 4,9 Nw r sr
�r •:1d9 _.._ 9 6 ..... _.�.._.. 394 961 35d
_ 5 WAN ' ! 14272
The Villages Apartments
Site Utility Study
Appendix "F"
Pump Station Monthly Information
The Villages Apartments
Site Utility Study
Sanitary Sewer Pump Stations Database
Pump Station Monthly Information
Pump Station: 30.0072
UNINCORPORATED DADE COUNTY
1400 NW 61 ST
Station Category: ET
NOTE: All Flows are in D
Moratarum: OK
OK
Section • Tovmshlp • Range: 14 - 53 41
Type: E6 Class:[ Speed; 1� H,P.:Er
Peak Factor (last 7.entrles): 2:40 Number of Pumps: 3
2.40 TRANSFER 01272007
Moratorium in effect since: 1272007
Generator: ED Telemetry: 4.:.:J Smock: MY
Yearly NAPOT (hrs):
4.33
Reserved Fiowlgpd):
5,823
Projected Napot (bra):
4.62
Used Capacity ("°/a);
40.00
Stn Gross Capacity (gpd);
576,000
Station Reduction Factor:
0.05
6hl Not Cap Codified (gpd):
0
Station Net Capacity (gpd):
489,600
Indicated Flow (gpd);
88,332
21102010
3:05
6.09
Y
3
NEUMAR
03822010
M32010
3,45
6.90
Y
3
NEUMAR
0=020110
92/92009
2.98
5.96
Y
3
NEUMAR
01282010
11242009
2.62
5.23
Y
3
NEUMAR
122e2009
90/142009
3.87
7.73
Y
3
NEUMAR
11252009
9192009
4.22
8.44
Y -
3
NEUMAR
10282009
8/122009
3.48
6.95
Y
3
NEUMAR
09282009
7/88009
8.36
16.71
Y
3
NEUMAR
08242009
;0/102009
8.30
18.59
Y
3
NEUMAR
07292069
5/132009
2.97
5.93
-Y
3
NEUMAR
06262009
Generated; 4/1412010-04:07PM Pagel oil
The Villages Apartments
Site Utility Study
Kimley-Horn was retained to perform a site utility study and performed only those tasks
specifically stated in our scope of services. The Client may use this report as part of its
site feasibility assessment, but this report should not be used as the sole basis for the
Client's decision making. We endeavored to research site development issues and
constraints to the extent practical given the limited scope, budget, and schedule agreed to
with the Client. Our assessment is based in large part on information provided to us by
others (city staff, DOT staff, Utility Company Representatives, etc.) and therefore is only
as accurate and complete as the information provided to us.
This report is based on our knowledge as of April 2010. New issues may arise during
development because of changes in governmental rules and policy, changed
circumstances, or unforeseen conditions. Our assessment is based on the desires of the
Client that have been specifically disclosed to us. The Client should do its own due
diligence to become comfortable with our findings and to be sure no other significant
development issues exist.