CORRESPONDENCE
I
JAN. 6.200';. 10: 4?-Af'!
~t oIl:nlineerlnC
and Public: WorN
P.O.8Q.ll21229
~Sl R11fll klCh, fL ':.1416-1229
(561) 684.4000
WWW.pbcgov.c:om
.
I'Utn 1.-.:)1 Count)'
BcIud of CollntJ
Co"'mi..io1U....
1\)111 AWllotQ, Chairman
Addie L. Greene, Vice Chairpenron
~ren T. Mmlls
Jeff Kool\$
Wlu,an H. Newell
Mary MCOny
Dun ,\ar0l1l0n
Cv\lf\q' hdmbllnftt.or
I\oben WeumlVl
...n ~G' C1ppOrtv"'V
~tW'''rIlOItR~-
@ pMwfll ~RIMt
p~ - TRAFF'I( Er'H;
rlO.ZS9
p ..~.
January 6. 2006
Mr. Michael Rumpf
Director Planning & Zoning
CJty of Boynton BQCh
100 East Boynton Reach Boulevard
Boynton Beach, FL 3342S.o310
RE: Motorola DRI- Renal...nee Commons _ 4ff1 Revision
TRAFFIC P~FORMANCE STANDAROS REVIEW
Dear Mr. Rumpf:
The Palm Beach County Traffic Division has reviewed the traffic equivalency statement
for the fourth revision of the previously approved DRI entitled; Motorola ORI _
BenaissancI Comm~(IA pUf&uant to the Traffic Performance Standards in Articr. 15 of
thfl Palm Beach County u.nd Development Code'. The project is summariZed as follows;
Location:
SoLllheast corner of Congress Avenue and Gateway
Boulevard Intel'HCl;gn.
Boynton Oea~h
13,020 Daily, 1.634 Peak Hour
1.547 MF Residential Units (Condos), 145 MF Residential
Units (Apartments). 193.000 SF General Retail. 219.410
SF General Office, IiInd 15.000 SF Oayoare.
19,269 AOT
1.011 AM and 1.394 PM
2010
Municipality:
Vrmled DR' TripI:
Proposed USI.:
New Dally Trips:
New t'H 'friP5:
Sulld..out:
Based on our review, the Traffic Division has determined that the 4111 revisIOn of the
proposed DRI Is projected to gencr'ilte less p~ak hour trips than wtli'lt wa5 origInally
approved, end therefore meets the Traffic Performance SQlndl1rds of P4llm Beach
County. Furthermore, as suggested earlier. the City should require the developer to
evaluate the need for the following:
· Southbound left-turn lanes along Congress Avenue. onto t~e northern and
the middle driveways.
· Northbound righI-turn lanes along Congress Avenue, onto tt1e southern and
the middle driveways.
· Westbound left.turn lane along Gateway Boulevard. onto the eastern
driveway.
· Eastbound right-turn lane along Gateway Boulevard, onto the easlern
drilleway,
I
JAN. ":" 2OC~ 10: <l<1Hl'l
pD" TPAFf Ie EW,
NO. 2':59
r.' J
. ~
Page 2
No building permits are to be issued by the town, after the build-out date, specified above.
l'he County traffic concurrency approval 1& subject to the Project A9grega~on Rules $et
forth In the Ttaffic Performance Standards Ordinance.
If yoU have any questions regarcting this determiliation, please contact me at 684-4030,
Sincerely,
./V)-
ee: MTP Group
FU,,; GlmBral. TPS . Mun . Traffic Study R.eview
F:\TRAFFIC\ma\Admin\Approvats\De0104.dgc
~I Ruden
~I McClosky
222 LAKEVIEW AVENUE
SUITE 800
WEST PALM BEACH, FLORIDA 33401
(561) 838-4542
FAX: (561) 514-3442
KIMGLASCASTRO@RUDEN.COM
December 21, 2005
mJ&@~nWfi@
DEe 2 1 2005
PZLANNING AND
ONING DEPT.
Mike Rumpf, AICP
Planning & Zoning Division
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33435
RE: Renaissance Commons - Use Conversion (Phase VI site plan amendment)
Dear Mike:
Enclosed you will find two copies ofthe traffic study for the proposed Use Conversion at
Renaissance Commons DRI, which facilitates the Phase VI site plan amendment that you are
revIewmg.
A copy has been forwarded to County Traffic for determination of compliance with
traffic performance standards.
Sincerely,
RUDEN, McCLOSKY, SMITH,
SCHUSTER & RUSSELL, P.A.
Ki~tro, AIep
Enclosures
WPB:223032:2
RUDEN, McCLOSKY, SMITH, SCHUSTER & RUSSELL, PA
CARACAS' FT. LAUDERDALE. MIAMI. NAPLES. ORLANDO' PORT S1. LUCIE. SARASOTA. ST. PETERSBURG. TALLAHASSEE. TAMPA. WEST PALM BEACH
II
MTP Group, Inc.
12798 Forest Hill Boulevard, Suite 303
West Palm Beach, FL 33414-4704
Phone: (561) 795-0678 Telefax: (561) 795-0230
December 8, 2005
Mrs. Kimberly Glas-Castro
Land Planner
Ruden McClosky
222 Lakeview Avenue, Suite 800
West Palm Beach, Florida 33401
Re: Renaissance Commons DRI
Dear Mrs. Glas-Castro:
Per your request, we have prepared a trip generation study for the proposed development at
Renaissance Commons DR!. The project is proposing the following land uses:
· 145 apartment units;
· 1,547 town homes, condominium units;
· 193,000 square feet of commercial/retail development;
· 219,410 square feet of general office development; and
· 15,000 square feet of day care.
The trip generation characteristics of the development have been determined using daily trip
generation rates/equations provided by Palm Beach County Traffic Division as well as peak
hour trip generation rates/equations included in the Institute of Transportation Engineers, "Trip
Generation Report", 7th Edition. The attached Table 1 presents the trip generation rates/equations
used in the study while Table 2 presents the trip generation characteristics of the proposed
development. Internal capture worksheets are also attached for daily, a.m. and p.m. peak hours.
As shown in Table 2, the proposed development has the potential to generate 19,289 net new daily
trips, 1,011 a.m. and 1,394 p.m. net new peak hour trips. Since the project is vested for 1,634 peak
hour trips, the proposed development does not create unreviewed traffic impact.
Should you have any questions about this project, do not hesitate to give us a call at (561) 795-0678.
Sinc,erely; I !i
MTPG '~r Inc.
/:p./oe,/C5
Maria M. Tejera, P.E.
President
Florida Registration Number 44095
Attachments: Tables 1 and 2
Internal Capture Worksheets
C:\Documents and Settings\MilyIMy Documents'mtp\Renaissance Commons Trip Gneration.wpd
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:,;;::,,~,:;,:::::::::::';=='.:';;'=":".,:=-.:.:=_'::;'::':::~~~;::-:::~~":::':':;,::~=.:.,,=...:~:-~:::.':-::::=::~";'7:,::::' '~":;:;'~::';:;:;::=-::--::-. --:...-.-::c.:=:=;~,,"::::::=-::--:,,~="-:,;,:::==:::;..;=::;==::,.-;~.:':o::::-~':;:.::'~=':;::::~~:::""='::-. .::.:.::~- ::-==":::,;.;=-.:"O~:',~_:-"=;::::"::'~.::::;::'_-::
DATE:
TO:
cc:
FROM:
DECEMBER 19, 2005
ANDREA TROUTMAN. PINDER TROUTMAN CONSULTING, INC.
K. GLAS-CASTRO, RUDEN ET AL
CARL KLEPPERNIA E-MAIL
_, __._..__, ..... ___,__ n_ .. ~_._._~.__-._." _____..._._._.._ .--.. --------.--...-,---- ~-...---.-- . ..---.-.--........ ----- ~..-.-..__.---- - - ---'-".' ..,._-_._~ ....~---_.- --- . ----.-- .
Andrea: We need to update this statement based on current uses.
Thank you,
COMPSON ASSOCIATES OF BOYNTON II, LLC.
&uft ~~
Carl E. Klepper, C~)
Manager /
Attch.
CEKlsel
6/8/2005
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Date:
Tuesday, December 07,2004
To:
City of Boynton Beach
Eric Johnson
Phone: 561-742-6260
Fax: 561-742-6259
From:
Compson Associates, Inc.
Carl Klepper Jr
Phone: 561-391-6570
Fax: 561-391-2423
Pages:
Eight (8)
Subject:
PIHDE~ T~OOTMittt CoHSOLTIHCi. I He.
'..
.....,;
Transportation Planners and Engineers
TRANSMITTAL LETTER
DATE: December 7, 2004
TO: Mr. Carl Klepper
COMPANY NAME: Compson Associates of Boynton, LLC
ADDRESS: 980 N. Federal Highway, Suite 200
Boca Raton, FL 33432
PROJECT NAME: Renaissance Commons
PROJECT NUMBER: #PTC03-75
COPIES TO: Mr. Jim Comparato
Ms. Kim Glas Castro
[g] w/endosure
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REGULAR MAIL D
COURIER [g]
FEDEX D
PICK UP D
. .- - ~.... -- "'~_ -- - _e - --!:"-- ~--- -- - 'f" .----- ~- -- - - --,..- . -,.. -- -,.,.-- - --- - -- - ---- -- -- - - --
,#; COPIES: '. .I(EPolnFOAl'i' /'~aEscRlpjIOI$l:,(i)F~:REPQf{ts '.: ..... ~:..;._. ~'.
__ , F"'--'. ,_ -"',~. -"'..~_.,...,..... _""''"~.. ....__. ."".."~_~:>'l...,.._,,, ..........,....".........ox;w............... ;,;&,___...._.. !>.L'__~'~__~""""_'~ ~_>:.]:'~__L _ ,
5 12/7 /04 Traffic Equivalency & Shared Parking Analysis
Notes:
Five (5) originals of the above referenced document.
PTC
From the Desk of......
Kahart M. Pinder, AICP
Principal
Pinder Troatman Consalting. Inc.
2324 South Congress Avenue, Suite 1 H
West Palm Beach, FL 33406
561-434-1644
Fax 561-434-1663
E-mail -ptc@pindertroutman.com
PlttDEit TROOTM~ COltSOLTlltG. lite.
'"
....."
Transportation Planners and Engineers
December 7,2004
2324 South Congress Avenue, Suite 1 H
West Palm Beach, Fl33406
(561) 434-1644 Fax 434-1663
www.pindertroutman.com
Mr. Michael Rumpf
Planning & Zoning Director
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, Fl 33425
Re: Renaissance Commons - #PTC03-75
Dear Mr. Rumpf:
Attached is a copy of the traffic equivalency letter for the above referenced project as well as the
standard parking analysis utilizing City parking rate and Urban land Institute (ULI) utilization rates.
The traffic equivalency was submitted to Palm Beach County at the end of October. In speaking
with Masoud Atefi, Palm Beach County T raffle Division, he indicated the County's review would be
competed next week. I see no reason the equivalency analysis should not be approved.
The shared parking analysis shows a maximum demand for 1,789 spaces occurring at 1 :00 PM. The
supply is 1,804 spaces, which is adequate to satisfy the maximum demand. Note that the analysis
does not include sharing any of the spaces allocated for residential uses.
W ( ( e...A--
f1 ~6 Sf f\-( t
Please contact this office if you have any questions.
lplWv l de J
Very truly yours,
(-'f.vLD~~~
~a~ M. Pinder, AICP '- 0
Pri nci pal
KMP/ldr
Attachments
cc: Jim Comparato
Carl Klepper
Kim Glas Castro
letter Rumpf 12-7-04
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~MPSON ASSOCIATES OF BOYNTON ,.....LLC
980 North Federal Highway
Suite 200
Boca Raton, FL 3343,2
November 10, 2005
oGb
Ed Breese
Principle Planner, Planning & Zoning
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425
Re: Renaissance Commons Phase VI
Dear Ed:
Attached is the completed application for Phase VI, Building I, Conditional Use. Accordingly,
please find the following:
1. Completed Application
2. SECTION I
a. 400' Radius Map
b. Copy of Mailing List
c. Evidence of Signage (pictures) & Affidavit of Mailing will come under separate
cover
d. Mailing Labels for city notices
3. SECTION II
a. Warranty Deed evidencing ownership
b. Legal Description
4. SECTION III
a. Site Data Application
5. SECTION IV
a. Use conversion letter from Ruden, McCloskey dated November 4, 2005
b. Conditional Use consideration dated November 4, 2005
6. SECTION V
a. Explanation of Density Changes
b. Minor Modifications vs. Conditional Use
c. Approved Minor Modification Parking
d. Conditional Use Parking
e. Approved Site Plans Spreadsheet
f. Traffic Concurrency dated May 12, 2005
-
~ --:----_.~-_._-----------------_..__._-_._._._- ---.-- -..-.
,f'-"
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7. SECTION VI
a. Tabular Data & Plans
b, Enumeration of Documents
c. Colored Elevations -11"x17" (on disk)
d. Color Selections
(previously submitted)
(previously submitted)
As per your request we will be seeking an updated Certificate of Occupancy prior to Planning and
Development approval.
We appreciate your cooperation in processing this request. Thank you in advance for your
consideration of this matter.
Ene.
CEKlsel
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rELECOPIER TRANSMITr AL COVER SHEET
TRAFFIC DIVISION
.*........$....*.~.......*..*.........*......*...***......*..*...
TRANSMIlTAL DATE: "/ ;:.'; J.... d'
PLEASE DELIVER THE FOLLOWING TELECOPIED MATERIAL TO:
....AAI.'....AI'A~jJl.&AA'.~...AA..JAa A~.'j~4~AJJI.Jl~.&A&J.aa...&.'.,IA~!.~.~A.~AA
RECEIVER'S NAME:..?1z'-f~
OFFICE NAME:
OFFICE TELEPHONE NUMBER: (
OFFICE FAX NUMBER: <_)
-
.......I4A."".&4Io"..._..LIl.1...J._..._.H-'...4.1~ .lJJ._J 1..."....'" J."..~J n".1.iL*".~""I"~..'.".'''6aIIA~''''''
SENOERtS NAME: "0~~<<L~ D1..,-< '.
OFFICE TELEPHONE NUMBER: (561) 684-4030
OFFICE FAX NUMBER: (561) 476.5770
SUBJECT:
..*.*.>>.~.*..*.*..~....~~**......~**~.*..*.......*.............
TOTAL NUMBER OF PAGES:
(including this transmittal cover sheet):
PLEASE CALL TO VERIFY RECEIPT OF MATERIAL: YES U NO U
.
MTP Group', Inc.
12798 Forest HiD Boulevard, SuHe 303
West Palm Beach. FL 334144704
Phone: (561) 795-0678 T"'fJfax: (561) 795-{}230
December 8, 2005
Mrs. Kimberly Glas-Castro
Land Planner
Ruden McClosky
222 Lakeview Avenue, Suite 800
West Palm Beach, Florida 33401
Re: Renaissance Commons DRI
Dear Mrs. Glas-Castro:
Per your request, we have prepared a trip generation study for the proposed development at
Renaissance Commons DR!. The project is proposing the following land uses:
· 145 apartment units;
. 1,547 town homes, condominium units;
. 193,000 square feet of commercial/retail development;
. 219,410 square feet of general office development; and
. 15,000 square feet of day care.
The trill generation characteristics of the development have been determined using daily trip
generatiOn rates/equations provided by Palm Beach County Traffic Division as well as peak
hour trip generation rates/equations included in the Institute of Transportation Engineers, "Trip
Generation Report". 7th Edition. The attached Table 1 presents the trip generation rates/equations
used in the study while Table 2 presents the trip generation characteristics of the proposed
development. Internal capture worksheets are also attached for daily, a.m. and p.m. peak hours.
As shown in Table 2, the proposed development has the potential to generate 19,289 net new daily
trips, 1,011 a.m. and 1,394 p.m. net new peak hour trips. Since the project is vested for 1,634 peak.
hour trips, the proposed development does not create unreviewed traffic impact.
Should you hjave any questions about this project, do not hesitate to give us a call at (561) 795-0678.
Sincerely,
MTP G . -Inc.
!,-IDB/OS'
Marla M, Telera, P.E.
President ·
Florida Registration Number 44095
Attachments: Tables 1 and 2
Internal Capture Worksheets
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FIRE FLOW CALCULATIONS
FOR
RENAISSANCE COMMONS PHASE 6
CITY OF BOYNTON BEACH
PALM BEACH COUNTY
!iiCHNAR!ii ENGINEERING CORPORATION
951 BROKEN SOUND PARKWAY, SUITE 320
BOCA RATON, FLORIDA 33487
SCHNARS ENGINEERING CORP. PROJECT NO. 02151-6
OCTOBER 2005
/
~,t1,oJ
s, P.E.
01/03/2005 11:58 FAX
I4J 002
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FLOW TEST
Request Date:
10/18/04
Company: Schnars Engineering
Requested From: James W. Mahannah
951 Broken Sound Pkwy
#320
Boca Raton, FL 33467
Telephone Number: 561-241-6455
Facsimile Number: 561-241-5182
Location: Gateway Boulevard & Motorola Drive
* DIAGRAM ..
(Include direction, street names, hydrant locations, intersections and main sizes)
i M
0 Original House
I Hampton T of
N Inn 0 Pancakes
R
0
L
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D
R GATEWAY BOULEVARD
I
I V I
E
Hydrant 1:
Hydrant 2:
Static Reading: 62 psi
Flow Reading: 52 psi:;: 1213 gpm
Residual Reading: 58 psi
Assign Date: 10/18/04
Tested By: FF II Aaron
Test Date: 10/25/04
Time Tested: 08:30 hrs
AVAILABLE GPM AT 20 PSI RESIDUAL: 4,329 gpm
(. - .
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FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG
A SUMMARY OF THE ORIGINAL DATA FOLLOWS
PIPE NO, NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE
(FEET) ( INCHES)
1 24 25 228,0 8.0 100.0 2.00
2 1 2 560.0 8.0 100.0 2.00
3 1 3 823.0 8.0 100.0 2.00
4 2 3 484.0 8,0 100.0 2.00
5 2 4 328.0 8.0 100.0 2.00
6 0 4 194.0 10.0 100.0 2.00 106.12
7 4 5 482.0 6.0 100.0 2.00
8 3 5 328.0 8.0 100.0 2.00
9 3 6 229.0 8.0 100,0 2.00
10 5 7 402.0 8.0 100.0 2.00
11 6 7 253.0 8.0 100.0 2.00
12 7 8 75.0 6.0 100.0 2.00
13 7 9 294.0 6.0 100.0 2.00
14 8 9 87.0 6.0 100.0 2.00
15 9 10 303.0 6.0 100.0 2.00
16 8 11 455.0 6.0 100.0 2.00
17 11 12 83.0 6.0 100.0 2.00
18 10 12 87.0 6.0 100.0 2.00
19 12 13 75.0 6.0 100.0 2.00
20 10 13 293.0 6.0 100.0 2.00
21 13 14 236,0 8.0 100.0 2.00
22 14 15 307.0 8.0 100.0 2.00
23 15 16 30.0 6.0 100.0 2,00
24 16 17 79.0 6.0 100,0 2.00
25 16 42 239.0 6.0 100.0 2.00
26 18 19 406.0 6.0 100,0 2.00
27 19 20 72.0 6.0 100.0 2.00
28 20 21 87.0 6.0 100.0 2.00
29 19 22 109.0 6.0 100.0 2.00
30 17 22 580.0 6.0 100.0 2.00
31 22 23 75.0 6.0 100.0 2.00
32 20 23 257.0 6.0 100.0 2.00
33 23 6 206.0 8.0 100.0 2.00
34 17 18 81.0 6.0 100.0 2.00
35 0 24 35.0 10,0 100.0 2.00 106.12
36 25 26 28.0 6.0 100.0 2.00
37 25 27 306.0 8.0 100.0 2.00
38 27 28 30.0 8.0 100.0 2.00
39 28 29 23.0 6.0 100.0 2.00
40 27 1 134.0 8.0 100.0 2.00
41 24 30 23.0 8.0 100.0 2.00
42 30 31 37.0 8.0 100.0 2.00
43 31 32 183.0 8.0 100.0 2.00
44 32 33 101.0 8.0 100.0 2.00
45 33 34 38.0 4.0 100.0 2.00
46 33 35 263.0 8.0 100.0 2.00
47 35 36 25.0 8.0 100.0 2.00
48 36 37 21.0 8.0 100.0 2.00
49 35 38 70.0 8.0 100.0 2.00
50 38 39 79.0 8.0 100.0 2.00
51 38 40 250.0 8.0 100.0 2.00
52 40 41 28.0 6.0 100.0 2.00
53 40 30 342.0 8.0 100.0 2.00
54 18 42 71.0 6.0 100.0 2.00
55 42 21 478.0 8.0 100,0 2.00
56 21 43 166.0 8.0 100.0 2.00
57 28 43 581.0 8.0 100.0 2.00
58 43 58 268.0 8.0 100.0 2.00
59 58 44 122,0 8.0 100.0 2.00
60 32 60 402.0 8.0 100.0 2.00
61 44 45 503.0 8.0 100.0 2.00
62 45 46 172.0 8.0 100.0 2.00
63 46 47 404,0 8.0 100.0 2.00
64 46 48 520.0 8.0 100.0 2.00
65 48 49 239.0 8.0 100.0 2.00
66 60 44 166.0 8.0 100.0 2.00
67 37 50 287.0 '8.0 100.0 2.00
68 50 51 38.0 8.0 100.0 2.00
69 51 52 436.0 8.0 100.0 2.00
70 52 53 246,0 B.O 100.0. 2.00
71 53 49 193.0 8.0 100.0 2.00
72 49 54 287.0 12.0 100.0 2.00
73 54 63 85.0 12,0 1 0 0 . 0, 2.00
74 49 55 86.0 12.0 100.0 2.00
75 55 56 280.0 12.0 100.0 2.00
76 56 57 314.0 12.0 100.0 2,00
77 57 58 139.0 12.0 100.0 2.00
78, 58 59 45.0 12.0 100.0 2.00
79 39 59 211. 0 8.0 100.0 2.00
80 59 60 105.0 8.0 100.0 2.00
81 60 61 437.0 8.0 100.0 2.00
82 61 62 600.0 8.0 100.0 2.00
83 62 63 349.0 8.0 100.0 2.00
84 63 0 172.0 12.0 100.0 2.00 115.35
JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES
1 43.00 .00 2 3 40
2 43.00 .00 2 4 5
3 .00 ,00 3 4 8 9
4 35.00 .00 5 6 7
5 .00 .00 7 8 10
6 .00 .00 9 11 33
7 .00 .00 10 11 12 13
8 .00 .00 12 14 16
9 .00 .00 13 14 15
10 .00 .00 15 18 20
11 .00 .00 16 17
12 .00 .00 17 18 19
13 35.00 .00 19 20 21
14 .00 .00 21 22
15 .00 .00 22 23
16 35.00 .00 23 24 25
17 .00 .00 24 30 34
18 .00 .00' . 26 34 54
19 .00 .00 26 27 29
20 .00 ,00 27 28 32
21 .00 .00 28 55 56
22 .00 .00' 29 30 31
23 .00 .00 3~ 32 33
24 ,00 .00 1 35 41
2S .00 .00 1 36 37
26 .00 .00 36
27 ~OO ,00 37 38 40
28 .00 .00 38 39 57
29 .00 .00 39
30 .00 .00 41 42 53
31 .00 .00 42 43
32 .00 . .00 43 44 60
33 .00 .00 44 45 46
34 8.00 .00 45
3S .00 .00 46 47. 49
36 .00 .00 47 48
37 .00 ,00 48 67
38 ,00 ,00 49 50 51
39 .00 .00 50 79
40 .00 .00 51 52 53
41 .00 .00 52
42 ,00 .00 25 54 55
43 .00 .00 56 57 58
44 .00 .00 S9 61 66
45 .00 .00 61 62
46 .00 .00 62 63 64
47 31.00 .00 63
48 .00 .00 64 65
49 ,00 .00 65 7~ 72 74
50 .00 .00 67 68
51 105.00 .00 68 69
52 82.00 .00 69 70
53 .00 .00 70 71
54 61.00 .00 72 73
55 .00 .00 74 75
56 .00 .00 75 76
57 .00 .00 76 77
58 72.00 .00 58 59 77 78
59 .00 .00 78 79 80
60 .00 .00 60 66 80 81
61 1500.00 .00 8~ 82
62 .00 .00 82 83
63 .00 ,00 73 83 84
OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD
THI S SYSTEM HAS 84 PIPES WITH 63 JUNCTIONS I 19 LOOPS AND 3 FGNS
***WARNING*** THE MAXIMUM NUMBER OF TRIALS WERE RUN - ACCURACY NOT ATTAINED
THE RESULTS ARE OBTAINED AFTER 6 TRIALS WITH AN ACCURACY = .08283
Renaissance Commons Phase 4A
PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/I000
1 24 25 13.23 .00 .00 .00 .OB .01
2 1 2 15.59 .01 .00 .00 .10 .01
3 1 3 4.74 .00 .00 .00 .03 .00
4 2 3 -15.16 -.01 .00 .00 -.10 -.01
5 2 4 -12.25 .00 .00 .00 -.08 -.01
6 0 4 55.58 .01 .00 .00 .23 .05
7 4 5 8.33 .01 .00 .00 .09 .02
8 3 5 4.69 .00 .00 .00 .03 .00
9 3 6 -15.10 .00 .00 .00 -.10 -.01
10 5 7 13.01 .00 .00 .00 .08 .01
11 6 7 17.97 .00 .00 .00 .11 .02
12 7 8 19.69 .01 .00 .00 .22 .08
13 7 9 11.29 .01 .00 .00 .13 .03
14 8 9 6.43 .00 .00 .00 .07 .01
15 9 10 17.72 .02 .00 .00 .20 .07
16 8 11 13.26 .02 .00 .00 .15 .04
17 11 12 13.26 .00 .00 ,00 .15 .04
18 10 12 6,42 .00 .00 .00 .07 .01
19 12 13 19.68 ,01 .00 .00 .22 .08
20 10 13 11.30 .01 .00 .00 ,13 .03
21 13 14 -4.02 .00 .00 .00 -,03 .00
22 14 15 -4,02 .00 .00 .00 -.03 .00
23 15 16 -4.02 .00 .00 .00 -.05 .00
24 16 17 -21.22 -.01 .00 .00 -.24 -.10
25 16 42 -17.79 -.02 .00 ,00 -.20 -.D7
26 18 19 -.75 .00 .00 .00 -.01 .00
27 19 20 -17.01 .00 .00 .00 -.19 -.06
28 20 21 -33.78 -.02 .00 .00 -.38 -.23
29 19 22 16.25 .01 .00 .00 .18 .06
30 17 22 .04 .00 .00 .00 .00 .00
31 22 23 16.29 .00 ,00 .00 .18 .06
32 20 23 16.77 .02 .00 .00 .19 .06
33 23 6 33.07 .01 .00 .00 .21 .05
34 17 18 -21.27 -.01 .00 .00 -.24 -.10
35 0 24 6.17 .00 .00 .00 .03 .00
36 25 26 .00 .00 .00 .00 .00 .00
37 25 27 13.23 ,00 .00 .00 .08 .01
38 27 28 -50.11 .00 .00 .00 -,32 -.12
39 28 29 .00 .00 .00 .00 .00 .00
40 27 1 63.33 .02 .00 .01 .40 .18
41 24 30 -7.05 .00 .00 .00 -.05 .00
42 30 31 58.81 .01 ,00 .00 .38 .16
43 31 32 58.81 ,03 .00 .00 .38 .16
44 32 33 -93,59 -.04 .00 -.01 -.60 -.37
45 33 34 8,00 ,00 .00 .00 .20 .11
46 33 35 -101.59 -.11 .00 -.01 -.65 -.43
47 35 36 -102,04 -.01 .00 .-.01 -.65 -.43
48 36 37 -102.04 -.01 .00 -.01 -.65 -.43
49 35 38 ,45 .00 .00 .00 .00 .00
50 38 39 -65.42 -.02 .00 -.01 -.42 -,19
51 38 40 65.86 .05 ,00 .01 .42 .19
52 40 41 .00 .00 .00 .00 .00 .00
53 40 30 65.86 .07 .00 .01 .42 .19
54 18 42 -20.51 -.01 .00 .00 -.23 -.09
55 42 21 -38.31 -,03 .00 .00 -.24 -.07
56 21 43 -72.09 -.04 .00 - .01 -.46 -.23
57 28 43 -50.11 -.07 .00 .00 -.32 -.12
58 43 58 -122.19 -.16 .00 -.02 -.78 -,61
59 58 44 106.55 .06 .00 .01 .68 .47
60 32 60 152,40 .37 .00 .03 .97 ,91
61 44 45 -190.88 -.70 .00 - .,05 -1. 22 -1,38
62 45 46 -190.88 -.24 .00 -.05 -1.22 -L38
63 46 47 31.00 .02 .00 .00 .20 .05
64 46 48 -221.88 -.95 .00 -.06 -1. 42 -1.83
65 48 49 -221.88 -.44 ,00 -.06 -1. 42 -1.83
66 60 44 -297.43 -.52 .00 -.11 -1. 90 -3.14
67 37 50 -102.04 -.12 .00 -.01 -.65 -.43
68 50 51 -102.04 -.02 .00 -.01 -.65 -.43
69 51 52 -207.04 -.70 .00 -.05 -1. 32 -1.61
70 52 53 -289.04 -.73 .00 -.11 -1.84 -2.98
71 53 49 -289.04 -.58 .00 -.11 -1.84 -2.98
72 49 54 -1231.21 -1,74 .00 -.38 -3.49 -6.06
73 54 63 -1292.21 -.56 .00 -.42 -3.67 -6.63
74 49 55 720,34 .19 .00 .13 2.04 2,25
75 55 56 720.34 .63 .00 .13 2,04 2.25
76 56 57 720.34 .71 .00 .13 2.04 2.25
77 57 58 720.34 .31 .00 .13 2.04 2,25
78 58 59 419.60 .04 .00 .04 1.19 .83
79 39 59 -65.42 -.04 .00 -.01 -.42 -.19
80 59 60 354.18 .46 .00 .16 2.26 4.34
81 60 61 804.01 8.66 .00 .82 5.13 19.83
82 61 62 -695.99 -9.11 .00 -.61 -4.44 -15.18
83 62 63 -695.99 -5.30 .00 -.61 -4.44 -15,18
84 63 0 -1988.20 -2,53 .00 -.99 -5.64 -14,72
JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE
1 43.00 106.11
2 43.00 106.11
3 .00 106.11
4 35.00 106.11
5 .00 106.10
6 .00 106.12
7 .00 106.10
8 .00 106.09
9 .00 106.09
10 .00 106.07
11 .00 106.07
12 .00 106,07
13 35.00 106.06
14 .00 106.06
15 .00 106.06
16 35.00 106.12
17 .00 106.13
18 .00 106.14
19 .00 106.14
20 .00 106.15
21 .00 106.15
22 .00 106.13
23 .00 106.13
24 .00 106.12
25 .00 106.12
26 .00 106.12
27 .00 106.11
28 .00 106.12
29 .00 106.12
30 .00 106.12
31 .00 106.11
32 .00 106.08
33 .00 106.13
34 8.00 106.12
35 .00 106.25
36 .00 106.27
37 ,00 106.29
38 .00 106,25
39 .00 106.27
40 .00 106.19
41 .00 106.19
42 .00 106.11
43 .00 106.19
44 .00 106.32
45 .00 106.94
45 .00 107.22
47 31.00 107.20
48 .00 108.23
49 .00 108.73
50 .00 106.43
51 105.00 106.46
52 82.00 107.21
S3 .00 108,05
54 61. 00 110.85
55 .00 108.41
56 .00 107.65
57 .00 106.82
58 72.00 106.37
S9 .00 106.30
60 .00 105.68
61 1500.00 96.20 --_.--......_~ 4-l.1Q P~r:
62 .00 105.92
63 .00 111. 83
THE NET SYSTEM DEMAND ;:: 2050.00
SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES
PIPE NUMBER FLOWRATE
6 55.58
35 6,17
84 1988.20
THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES ~
THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES
2049.95
.00