REVIEW COMMENTS
STAFF COMMENTS
.
QUAIL LAKE APARTMENTS
SITE PLAN
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~ BUILDING DEPARTMENT: See attached memo
ENGINEERING DEPARTMENT: See attached memo
UTILITIES DEPARTMENT: See attached memo
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.. PUBLIC WORKS DEPARTMENT: See attached memo
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" PLANNING DEPARTMENT: See attached memo
FORESTER/HORTICULTURIST: See attached memo
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POLICE DEPARTMENT: See attached memo
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MEMORANDUM
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August 2, 1989
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TO: Carmen Annunziato
planning Director
.
FROM: Med Kopczynski
Deputy Building Official
RE: site Plan -
Quail Lake Apartments
~
Upon review of the above mentioned site plan, the following
comments must be addressed in order for the project to conform
with Boynton Beach city Codes:
1,. .
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1. Fully dimension site plan.
2. Plans for permit need to be sealed by an architect or
engineer.
~I
3. Show the type of construction and conformity to Table 600.
4. Show handicap access throughout.
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5. Show zeal
Me~z
parking detail.
RECEIVED
MK : bh
xc: Don Jaeger
AUG 1 1989
PLANNING DEPT.
- (10
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MEMORANDUH
August 2, 1989
TO: Jim Golden
Senior City Planner
VIA: George Hunt
Acting Engineering Administrator
FROM: Roger Kuver
Engineering Inspector
,.
RE:
TRB Comments
Quail Lake Apartments
1. Provide concrete sidewalk adjacent to S.W. 19th Avenue as a required
improvement of the City Subdivision and Platting Regulations.
~
2. Revise typical parking detail on sheet 6 of Paving and Drainage plans to
4 foot separation between blue handicap stripes and include painted
handicap symbol (blue) on pavement.
'.
3. Revise 6 inch raised concrete curb detail to reflect the City's minimum
standard (8" base).
4. Provide light pole imbedment detail and Engineer's certification for
120 M;P.H. wind loading.
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ROger~
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MEMORANDUM
To:
Carmen Annunziato, Planning Director~~ ~
John A. Guidry, Director of Utilities t
August 2, 1989
From:
Date:
Subject:
TRB Review - Quail Lake Apartments - Site Plan
..
We can approve this project, subject to the following conditions:
1. Please note that this City will maintain the main line sewers
only. Sewer services are to be private.
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2. Relocate MH2 slightly to the west for improved access.
3. All water services with either end under pavement 'shall be of
type "K" copper. Service taps shall be made utilizing a short
brass nipple and ball valve, with a square adopting nut on the
valve. This assembly shall also have a valve box installed to
grade.
4 4. Provide calculations justifying the water meter and water
service sizing.
5. Two-inch copper tubing is available in maximum lengths of 45
feet. Some of the water services exceed this and should be
re-designed. Joints in the service piping are not permitted.
6. We request the water main at the north end of the project be
re-routed so as to pass under or near the entrance from 19th
Avenue, thereby avoiding the buffer wall.
dmt
, bc: Peter Mazzella
l<..ECEIVED
\!J5 1 i98
PLANNING DEPT,
s
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Grayarc.
P.O. Box 2944
Hartford CT 0610.4.290(4
CAt..,L TOLL FREE: 1-eoo,24HI~
REPL V MESSAGE
. Fold At (.) To Fit Grayarc Window Envelope" EW10P
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REORDER ITEM' F2t. ~
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TO :::5":E-.....,. 'o'l.... O~ ~A/L!O't:
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FROM
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SUBJECT: cf) ~
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PLEASE REPLY TO
SIGN
REPLY
RECEIVED'
DATE:
SIGNED
AUG 1 1989
PLANNING D
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Item' F269 Grayarc. P.O. eo. 29<<. Hartford. CT 06104.2944
(S) Wheeler Group, Inc. 1962 THIS COpy FOR PERSON ADDRESSED
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MEMORANDUM
August 2, 1989
TO:
Chairman and Members
Planning and Zoning Board
FROM:
Carmen s. Annunziato
Planning Director
RE:
Quail Lake Apartments - Site Plan
With respect to the above, please be advised of the following:
1. There are approximately 24 units beyond a 500 foot radius of
the recreation building. Therefore, 6 parking spaces are
required as opposed to the 4 parking spaces proposed
(Section 11.H.16.e(12)(a) of Appendix A, Zoning).
2. There should be 9 (not 8) parking spaces provided for the
swimming pool (see Section 11.H.14 of Appendix A, Zoning).
3.
If one unit of the 135 total units is to be used as a
maintenance room, which would be considered an ancillary use
and would not require additional parking, then the parking
requLrement can be reduced by 2 spaces for the rental units
(section 11-H.9 of Appendix A, Zoning).
4. The net result of items #1 and #3 above is that one (1)
additional parking space would be required.
,.
5. The dumpster enclosure configuration on the site and
landscape plans should correspond.
6. This site must be platted (section 11 of Appendix B, Planned
Unit Developments).
7.
The existing median opening on Congress Avenue at the fire
station driveway is to be striped and signed according to
the Police Department recommendation, which "may differ
slightly from that of the project traffic engineer.
..
v- ..a.~/llz.
CARMEN S. ANN ZIATO.
JJG:frb
cc: Central File
1
QuailLk
MEMORANDUM
TO:
Carmen Annunziato
Planning Director
FROM:
Kevin J. Hallahan
Forester/Horticulturist
DATE:
August 2, 1989
RE:
Quail Lake Apartments - Site Plan
The applicant should be aware of the following which pertains to
the landscape plan:
1.
The grassed median area of Congress Avenue in front of the
project site should be landscaped/irrigated. The landscape
plan must be reviewed by the Parks Division who will assume
maintenance once the project receives a certificate of
occupancy. The permit to do this work is from the Palm Beach
County Engineering Department.
.
2. The landscape legend should provide plant counts and sizes
for inspection in the field.
- 3. The landscape legend must reflect 50% native trees and 30%
native shrubs when plants are selected from the list of
alternates. This comment pertains to the individual unit
types A1 and A2.
~~A~ ~ f? /J~ ~
in J. aJllahan
-Forester/Horticulturist
KJH:ad
DOC:A:QUAILK
..
P~CEI'rED
AUS -l ~S9
PLANNING DEPT.
8'
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MEMORANDUM
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To: Mr. Jim Golden
Date: 04 August 1989
....-...
From: Lt_ Dale S. Hammack
Ref:
Quail Lakes
As per our discussion at the Technical Review Board Meeting
of 01 August 1989, I am recommending the following:
1. Traffic Control - pavement markings and stop bars -
. .
(City Ordinance #5-142C).
2. Comply with parking lot lighting ordinance (5-142A).
3. comply with construction security ordinance (5-8G).
4. No U-Turn signs and emergency vehicles - only on each
side of the median cut at the fire station (public
---
safety) .
5. One way with directional arrow and Do Not Enter signs at
center circle drive. (5-142C).
;{([?ff~
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PLANN\i1G UE.PT~ .
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7B5
QUAIL LAKE APARTMENTS
SITE PLAN
Brenda H. Arnold, agent for the Robert V. Jones Corporation, is
requesting site plan approval to construct 135 multi-family
rental units on 11.95 acres at the Quail Lake Planned Unit
Development. The property is located at the northwest corner of
South Congress Avenue and Golf Road. The Technical Review Board
is recommending approval of this request subject to sta~f
comments, copies of which are attached.
h
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SITE PLAN ~PPROV~L ~PPLIC~TION
City of Boynton Beach, Florida
Planning and zoning Board
This application must be filled out completely and accurately and
submitted in one (1) copy to the Planning Department. Incomp1~te
applications will not be processed.
Please print legibly or type all information.
I. GENER~L INFORMATION
1. Project Name:
OUail Lake Aoartments
.
2.
Date this application is accepted:
(to be filled out by Planning Dept.)
Applicant's name (person or business entity in whose name
this application is made):
3.
Address:
Robert V. Jones Corp.
601 S. Rancho, Ste. AlO
Las Vegas, Nevada 89106
.
. ~
Phone:
4. ~gent's Name (person, if any, representing applicant):
Ki1dav'& Associates/ ~r.~ri~a H. Ar~ld.
~ddress:
1551 ~orum Place. Bui1dinq.100A
",:~'w~~-t Palm. Beach, FL 3340l
(407) 689-5522
Phone:
5. Property OWner's (or Trustee's) Name:
.'
~ddress:
. Harry Kirsner
9190 Sunset Drive
Miami, FL 33173
Phone:
(305) 595-4288
6. correspondence address (if different than 'applicant or
agent)"':
Same as above
* This is the address to which all agendas,
letters, and other materials will be mailed.
Planning Dept. 1/89
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10.
.
11.
~12 .
13.
14.
.15.
16.
17.
.' 18.
." 19.
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Page 2
7. What is appiicant's interest in the premises affected?
(Owner, buyer, lessee, builder, developer, contract
purchaser, etc.)
Contract purchaser, Developer.
8. Street address or location of site: Northwest corner of
~nnqress Ave. and Golf Road, Boynton Beach
9. Legal description of site and property control i:
~pp ~:t-TjH~hfia
Intended use(s) of site:
135 unit apartment complex
with Pool and Clubhouse facility
Developer or builder:
Robe~.t V.. _~6)n~ s, Corp.
Architect:
Dudiey O'mura & Casey, Inc.
Landscape Architect:
Kilday & Associates
Site Planner: Kildav & Associates
Engineer: Shallowav
Surveyor: 'Shallowav
Traffic Engineer:
Has a site plan been previously approved by the City
Commission for this property? Yes .
Estimated construction' costs of proposed improvements shown
on this site plan: Not known
Planning Dept. 1/89
/e<
...
II. SITE DATA
Page 3
The following information must be filled out below and must
appear, where applicable, on all six (6) copies of the site plan.
Land Use Category shown in
the Comprehensive Plan
2. Zoning District
1.
pun
3.
Area of Site
c:;?n,C:;./l?
acres
11 qc:;
.
4. Land Use -- Acreage Breakdown
a. Residential, including In ~~ acres
surrounding lot area or
grounds
RO
b. Recreation Areas *
(excluding water area)
1.3
acres
11
c. Water Area
NA
acres
d. Corrunercial
NA
acres
e.' Industrial'
NA
acres
f. Public/Institutional
NA
acres
,g. PUblic, private and
Canal rights-of-way
h. Other (specify)
NA
acres
NA
acres
i. Other (specify)
NA
acres
.
sq. ft.
, of site
\ of site
o
\ of site
\ of site
o
o
\ of site
\ of site
o
o
\ of site
\ of site
, .
o
o
\ of site
11 qc:; acres
, of site
j. Total area of site
100
. .
.
* Including open space suitable for outdoor recreation,
and having a minimum dimension of 50 ft. by 50 ft.
5.
Surface Cover
t,
a. Ground floor building 7Q.700 sq.ft.
area ("building footprintll)
b. Water area
n sq. ft.
c. other impervious areas,
including paved area of
public & private streets,
paved area of parking
lots & driveways (ex-
cluding landscaped areas),
and sidewalks, patios,
decks, and athletic
courts. ~./l ~'./lsq.ft.
.
d.
Total impervious area
?1 c:;
1111 ~?l1 sq.ft.
.
] ~
, of site
n
\ of site
h c:;
\ of site
\ of site
e. Landscaped area 6,438 sq. ft.
inside of parking lots
(20 sq. ft. per interior
parking space required-
see Sec. 7.5-35(g) of
". Landscape Code).
Planning Dept. 1/89
\ of site'
~:..-. --..--. . . ..--
.01
<1
..
g. Other (specify)
o
sq. ft.
h. Total floor area 124,866 sq. ft.
7. Number of Residential Dwelling Units
a. Single-family detached 0 dwelling units
b. Duplex 0 dwelling units
c. Multi-Family (3 +
attached dwelling units)
. .' ( 1 ) Efficiency 0 dwelling units
( 2 ) 1 Bedroom 64 dwelling units
.. ( 3 ) 2 Bedroom 71 dwelling units
( 4 ) 3+ Bedroom d.welling units
d. Total mUlti-family 135 dwelling units
e. Total number of dwelling units 135
8. Gross Density 11.29 dwelling units per acre
9. Maximum height of structures on site 32' -10 "feet 2 stories
10. Required off-street parking
a. Calculation of required
number of off-street
parking spaces
Residential 2 space/unit x 135=270
b. Off-street parking spaces
provided on site plan
270
Recreation 1 soace/4 units beyond
500' radius from club-
house = 4
4
Pool Wnrpr surface area
- 975 s.f. = 8
Planning Dept. 1/89
8
TOTAL =.282
TOTAL = 282
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Page 9
IV.
MISCELLANEOUS
The following materials must be submitted in one (1) copy:
(check)
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1. A check, payable to the City of Boynton Beach, as pet
the attached fee schedule.
2.
For projects that generate at least three thousand
(3,000) vehicle trips per day or two hundred and fifty.
(250) single directional vehicle trips in a one (1)
hour period, a traffic impact analysis must be submitted
I
.
,
3.
Any other engineering and/or technical data, as may be
required by the Technical-Review Board to determine,
compliance with the provisions of the City's Code of
Ordinances.
V. CERTIFICATION
(I) (We) understand that this application and all papers and'
plans submitted herewith become a part of the permanent
records of the Planning and Zoning Board. (I) (We) hereby
certify that the above statements and any statements or
showings in any papers or plans submitted herewith are true
to the best of (my) (our) knowledge and belief. This
application will not be accepted unless signed according to.
the instructions below.
bOA^- L\. Q,IVVn
sic;fnature 6f Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
VI. AUTHORIZATION OF AGENT
tt~::a~;.0:f~&t~~~~~~ ~~.
Ju D.d ~" 9Jq
Db. e
,lu.\~~, ffI
,..
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.A .
- .0 authorized agent in regard to this application.
J --- 'fh. ,.;;: ~ W .
1f:Ci/~~ ~/)!h~A(,~~ '/ fief
. . 7 .'Signature 'of OWner,s' or Tr stee, . " 1Da~ 0/
or Authorized Principal if property
is owned by a corporation or other
business entity.
(I) (We) hereby designate the above signed person as (my) (ou
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical Review Board
Planning & Zoning Board
Community Appearance Board
City Commission
Stipulations of Final Approval:
Date
Date
Date
Date
Other Government Agencies/Persons to be contacted:
"Additional Remarks:
7.)'-
Planning Dept 1/89
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Kilday & Associates
Landscape Architects/Planners
1551 Forum Place
Suite 100A
West Palm Beach, Florida 33401
(4071 689-5522 · Fax: (407) 689-2592
June 30, 1989
Mr. Jim Golden, Senior Planner
City of Boynton Beach
. 200 N. Seacrest
Boynton Beach, FL 33435
Re: Quail Lake PUD
Dear Jim,
As you are aware, I am currently working with a client
on the Quail Lake parcel, formally known as Sutton
P~ace. We are requesting an access point onto Congress
Avenue and understand that a modification of the PUD is
required. Could you please respond by letter as to the
submittal requirements, procedures and dates we will be
heard on.
"
Also, I need to know whether or not this new access
point would trigger a revised traffic report.
We need to meet the most immediate submittal date as
there is a time limit on the sales contract, your
immediate attention will be greatly appreciated.
Thank you.
Very truly yours,
~
Brenda H. Arnold
cc: File #839.1
Mr. Frank Wyatt; Robert V. Jones Corp.
Mr. Alex Garcia; Shalloway
Mr.' Dudley O'Mura; O'Mura, Casey Architects
REC1~J'lE1J
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Barton-Aschman Associates, Inc.
2627 N.E. 203rd Street (Ives Dairy Road), Suite 207
Miami, Florida 33180
USA
MEM)RANrlJM'lO: City of Boynton Beach, Florida
Phone: (305) 935-0410
Fax: (305) 931-1097
roP'l 'lO:
Frank E. Wyatt
Bren:Ja H. Arnold
FRCM:
George ~an
Peter Fernan:lez
mTE:
July 18, 1989
Q.1ail rake P. U. D.
Parcel' Access Analysis
SUBJECl':
'!he Quail rake P.U.D. is located on a parcel of lani in Boynton Beach,
Florida l:x::Iurrled by WOOlbright :Road on the north, Corgress Avenue on the
east, ani Golf :Road on the south. It was originally approved in 1978 with a
total of 640 dwellirg units. Figure 1 shows the location for the entire
P.U.D.
'!he parcel that is the subject of this analysis occupies the northwest
quadrant of the Golf :RoadjCorgress Avenue intersection (southeast comer of
the P.U.D.). '!he parcel is approved for 135 rental apartments with access
provided by driveways on Corgress Avenue ani N. W. 19th Avenue. '!he Corgress
Avenue driveway provides partial access into the site (right-turns in ani
gut). '!he N.W. 19th Avenue driveway provides full access just west of
Corgress Avenue. '!he roadway gecmet:l:y at the intersection of N.W. 19th
Avenue with Corgress Avenue provides for all tmni.n:J IIOVE!lOOl1ts.
Barton-Aschman Associates, Inc. was retained by Robert V. Jones Co:rporation
to analyze the iIrpact of the Corgress Avenue driveway on the Congress
Avenue/Golf :Road intersection, ani on the fire station access located
approximately 195 feet south of the site. '!his lllemJraOOum summarizes the
data collection, assumptions, analysis, ani results of this study.
ASStlMPl'IONS
Since the site has an approved site plan as part of the Quail rake P.U.D.,
ani this approval was based, in part, on the traffic study corxiucted by
J05eli1 F. Rice, P.E. in 1978, the general assumpti.ons ani analysis used in
that traffic study were assumed to still be correct. The specific
assurrptions used fran the previous analysis, alon:J with new ani additional
infonnation are documented in this section of the lllemJraOOum.
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Barton-Aschman Associates, Inc.
MEM:>RANr.UM '10: City of Boynton Beach, Florida
July 18, 1989
Page 2
r.
Scope of study. Based on d;~ions with city staff it was a.sstIIOOd that
the sc::qle of this study was to detennine the inpacts of the proposed
deve1q;::.m:mt's traffic on the Q:n)ress Avenue/Golf Road intersection arrl the
Jredian opening providi.n3 the fire station access onto Con:Jress Avenue. 'lbe
analysis previously c::orrluct:ed for the entire P.U.D. was a.sstIIOOd to be
accurate in tenus of the inpacts to the other intersections arrl roadway
links that the deve10pnent of this site may have on them.
Trip Generation. 'lbe trip generation characteristics of the proposed
development was determined by using the Institute of Transportation
Encdneers' Trip Generation Reoort. Fourth Edition. 'lbe projected P.M. peak
hour trip generation for the 135 rental aparboonts was detennined by usin:J
the fonnula given for ITE I.arrl Use O:x1e 220 (Aparbrent):
T = 0.39(X) + 59.0, 68% in 32% out
Where,
X = Number of Dwe1lin:J Units
T = 'lbtal rnnnber of P.M. peak hour trips
'Ihe total rnnnber of trips generated by this deve10pnent for this pericx1 will
consist of 76 inbourrl trips arrl 36 outbourrl trips.
T-rip Distribution. 'Ihe distribution for this analysis was based on the
Traffic Inpact Analysis for the Quail lake P.U.D. corrluct:ed in 1978. 'lbe
cardinal directions of ~roach were as follows:
North - 36 percent;
South - 14 percent;
East - 24 percent; arrl
West - 26 percent.
'!his distribution was further refined in the original report in order to
assign project traffic onto the adjacent roadway network. '!his distribution
was as follows:
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Barton-Aschman Associates, Inc.
MEMJRANIlJM ro: city of Boynton Beach, Florida
July 18, 1989
Page 3
Percent of Project Traffic
NB SB EB WB
~ Avenue
Golf Road
36 14
25 25
Figure 2 shows the project traffic assigrment at the site driveways am at
the ~ Avenue/Golf Road intersection.
ExistinCf am Future Traffic Volumes. P.M. peak hoor t:umi.n;J nxwement counts
were corrlucted on July 11, 1989 at the intersection of Golf Road am
Con3reSS Avenue. Figure 2 illustrates the existing t:umi.n;J nxwement volumes
at this intersection. Future traffic volumes at this intersection were
developed by adding the existing volumes to the project traffic assigned to
· the intersection.
ANMaYSIS
Intersection Capacitv
The existing P.M. peak hour turning movement volumes for the Golf
RoadjCc>rgress Avenue intersection were analyzed usinJ the Federal Highway
Mministration 1985 Highway Capacity Software. '!he intersection was f01.1I'Xl
to be operatinJ at Level of Sel::vice "C." '!he 112 P.M. peak hour trips
generated by the site were then distributed through the intersection am it
was re-analyzed usinJ the total traffic volumes. '!he results of this
cinalysis was no change in the level of service of the intersection. Figure
2 illustrates the turning movement volumes used in conducting these
~yses. '!he capacity analysis worksheets are attached to this meI'OC)ramurn.
The Congress Avenue site driveway was analyzed as an unsignalized
intersection, also usinJ the 1985 Highway Capacity Software. '!he results
inlicated that all t:umi.n;J nxwements provided at this intersection YJOuld be
operatin:J at IDS A.
(As a technical note) Due to constraints with the software, an
adjustJoont was made to the through volumes on Congress Avenue at this
intersection. '!he software does not allow a T-intersection to be
entered with three through lanes: therefore, a multiplier of two thirds
was applied to the through volumes to s:inu.11ate a four-lane roadway.
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Barton-Aschman Associates, Inc.
MEM:>RANIXIM TO: city of Boynton Beach, Florida
July 18, 1989
Page 4
left-turn lane storage requirements were checked for the Congress
Avenue/Golf Road .intersection. '!he mi..ni.m.nn lenfth required arrl that provided
for each lane is listed below:
I.en:Jth of lane in Feet
Requi.redl Provided
III' III'
Con:Jress Avenue - NB
Con:Jress Avenue - SB
Golf Road - EB
Golf Road - WB
77
105
125
98
200
200
173
173
lstorage lenfth required based on red-time foD1ll1a.
.
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Warrants for a right-turn lane at the CoIXJreSS Avenue driveway to the site
were checked using the Technical Guidelines for the Control of Direct Access
to Arterial Hidhwavs. Volume II, p.lblished by FHWA. In order to warrant a
right-turn lane two warrants ImJSt be met. One, the main roadway should
have speeds in excess of 35 miles per hour arrl a volume of 1'OC>re than 10,000
vehicles per day. Arxi the driveway shciu1d have both a mi.nilnum of 1,000
vehicles per day arrl 40 peak hour right-tunrlng vehicles. 'Ihe total daily
trip generation for the site is 823 vehicles arrl the peak hour right-turns
projected for this driveway is 18. 'Ihus, a right-turn lane is not warranted
at this driveway.
Conc:rress Avenue Drivewav Conflicts with Ernerqencv Vehicle Movements
A "fire station is located across from the site on Congress Avenue. Figure 4
illustrates the fire station's proximity to the CoIXJreSS Avenue driveway of
the site. As can be seen in Figure 4, the main entrance to the site is
located awroximate1y 195 north of the 1OOdi.an opening across from the fire
station. At present, a flashing signal regulates traffic flow in front of
the station. When emergency vehicles are exiti.rq or maneuvering to enter
the station the signal is triggered to go to red from within the fire
station.
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Barton-Aschman Associates, Inc.
MEM::>RANIUM rro: City of Boynton Beach, Florida
July 18, 1989
Page 5
.
'!he possibility exists that traffic generated by the prcp:lSed develc::pnent
may inpact the emergency vehicle access by either; (1) bloc::kin;J the median
openin:J; or (2) a1:t:eJrpti.rg to make U-turns at this location. '!he purpose of
this section of the IOOI'lOrarrlurn is to analyze each of these potential events
am develop :rec:c:mte'rlations for the prevention of each if warranted.
'!he previcus section of this IOOI'lOrarrlurn n;!::t"!IJSSEld the required am provided
storage for left-turning vehicles. As can be seen from this table
sufficient queued vehicle storage is provided for the left-turns at the
Congress Avenue/Golf Road intersection. In addition, the fact that the
intersection will operate at roo c when this develc:pnent is constructed
suggests that all vehicle queues will clear during each signal phase. '!hus,
based on this analysis, the median openin:J for the fire station will not be
blocked by the traffic generated by this develc:pnent.
'!here is always a possibility that traffic generated fran the development
may att:enpt u-tmn maneuvers in order to head nort:hbourn after exiting
southbourrl at the Congress Avenue or N.W. 19th Avenue driveways. '!he
possibility of this cxx:urring is :reJOCrt:e due to the nort:hbourn access
available at N.W. 19th Avenue. In order to n;~.lrage this fran ha~
both for project am existing traffic in the area the following i.nproverrents
are :recamnerxled at this. median openin:J:
1.. Erect two No Turns (M[JICD RJ-3) signs at this location. One on each
side of the median openin:J as prescribed by the Manual on Unifonn
Traffic Devices.
2. Provide a painted (cross-hatched) median alorq the entire median
openin:J as n;~ in Section 3B-10 of the MlJIO).
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...- co...-
. .
en
en
w
a:
C!:)
~l
(.)
.
... .
. r',
Existlng P.M. Peak Hour, Turning Movement Volume
(
Figure 2
;lJ-' ,
, ---.-..-. ....-.---.-----.--..,..--.---< -- .. ,.-.-..... <
..
. Quail Lake P.U.D.
~
..~,:,)
~..
WOOLBRIGHT ROAD
w
::>
z
~
,.
NW 19th AVENUE
.- --
I -
co
~
-
-
co
~
-..
~
r~ I . SITE (0)[23J {23}~
I .,~
.. J I -
-co -
.....N~
Nit) ~
=""""''''''''"'
..-. u; ......
. ~..... 0)-.. ~
-..
". ......c; ........ Jt...:... (92) [18] {110}
~N ~
I ~It) ~ ..-(213) [0] {OJ ..
. .{r~C r(98) [0] {OJ
I
.. (106) [19] {12S} J
~ tt......
(161) [0] {OJ --.
(67) [0] {OJ ~ ---
o M 0
-N-
C/) _co'O
0-.......
C/) ....... -
(00) Existing w o ~ ~
a:: ~ ....... 0
. . (!) ~ ..... ~
[ool Site z C\l --
~
0 co
{OO} Total <:..:>
.
; .
"
,
GOLF AVEN.UE
Future P.M. Peak Hour Turning Movement Volumes
.f',
(
. Figure 3
oJ/,
. .......- .~. ........... -.. -... ...~...._--~...---_.................._.. ..~..~....__.p~ . . . -... -... ...... -'- .' ... - ..'
..
. Quail Lake P.U.D.
r
G) . ' WOOLBRIGHT R
.
w
::l
Z
~
,
- NW 19th AV
.- --
. I
I ,
. .
..
I ,
I SITE "' .... ~.
. "
. J I. in
. C>
-
.
. . ..:l
: .-, M, Fire
I median opening v Station
-
. ~.~ ...
. I
. .
: I GOLF AVE
-
.
en ' ,
en
9 .. w
c:
C!:l
Z
0
OAD
r--....
ENUE
NUE
.
- .
(.)
(',
SITE DRIVEWAY LOCATION
(W.R. T~ FIRE STATION)
.-
Figure 4
.27
1985 HCM: SIGNALIZED INTERSECrIONS
SUMMARY REroRI'
**************************************************************************
(""', INl'ERSECI'ION. .GOLF ROAD/CX>NGRESS AVENUE
AREA TYPE. . . . .OIHER
MW...ysr. . . . . . . GEXJRGE GAIAN
DATE..........7/12/89
TIME..........B1 PEAK HOUR.
COMMENT.......QUAIL lAKE P.U.D.
VOIIJMFS . GEX:I1EI'RY
.
EB WE NB SB : EB WE NB SB
I.ll' 106 98 110 142 . L 12.0 L 12.0 L 12.0 L 12.0
.
'IH 161 213 812 523 . T 12.0 T 12.0 T 12.0 T 12.0
.
Rr 67 92 107 118 . TR 12.0 R 12.0 T 12.0 T 12.0
.
RR 0 0 0 0 12.0 12.0 'IR 12.0 'IR 12.0
.. 12.0 12.0 12.0 12.0
. 12.0 12.0 12.0 12.0
.
ADJUS'IMENT FACIORS
GRADE . HV ADJ PKG' . roSES mF PEOO PED. IDl'. ARR. TYPE
(%) (%) Y/N Nm Nb Y/N minT
EB 0.00 2.00 N 0 0 0.90 0 N 31.8 3
WE. 0.00 2.00 N 0 0 0.90 0 N 31.8 3
NB 0.00 2.00 N 0 0 0.90 0 N 25.8 3
SB 0.00 2.00 N 0 0 0.90 0 N 25.8 3
PH-1
.ED. III' X
(--. 'IH
Rr
" PO
WE III" X
'IH
Rr
PO .
GREEN 6.9
YEU!M 0.0
SIGNAL SEITINGS
PH-2 PH-3 PH-4
X NB III'
X 'IH
X Rr,.,""
.J PO
X SB III'
X 'IH
X Rr
PO
33.3 ' 'O~'o 0.0 GREEN
3.0 0.0 0.0 YELI.CM
crCLE I.ENGIH = 120.0
IH-1 ffi-2 ffi-3 IH-4
X
X
X
X
X
X
24.4 49.4
0.0 3.0
0.0
0.0
0.0
0.0
lEVEL OF SERVICE
IANE GRP. V/C' G/C DEIAY LOS
EB "L '0.280 0.335 22.7 C
TR 0.281 0.278 22.0 C
WE L 0.262 0.335 22.4 C
T 0.479 0.278 23.8 C
R 0.243 0.278 21.8 C
NB L 0.405 0.178 33.7 D
.~ TR 0.519 0.412 17.2 C
L 0.523 0.178 35.3 D
TR 0.366 0.412 15.8 C
.'
APP. DEIAY
22.2
23.0
APP. LOS
C
C
18.8
C
19.1
C
~
-!NrERSECI'ION:
LOS=C
('-
Delay = 20.0 (sec/veh) V/C = 0.493
0/8
1985 Ha.1: SIGNALIZED mrERSECrIONS
SUMMARY REroRI'
~, **************************************************************************
, mrERSECrION. .GOlF roADjOONGRESS AVENUE
AREA 'IYPE.. . . . OIHER
ANALYsr. . . . . . . GEORGE GAIAN
~..........7j12j89
TIME..........R1 PEAK HaJR
cx:M1ENT.......~ IAI<E P.U.D. /.HC~{)OI";G .sITE: 7RAFFIC! .
VOIJJMES . GEX:MEIRY
.
. EB WB NB SB : EB WB NB SB
r.rr 125 98 110 151 . L 12.0 L 12.0 L 12.0 L 12.0
.
'IH 161 213 823 528 . T 12.0 T 12.0 T 12.0 T 12.0
.
RI' 67 116 107 127 TR 12.0 R 12.0 T 12.0 T 12.0
. RR 0 0 0 0 12.0 12.0 TR 12.0 TR 12.0
. 12.0 12.0 12.0 12.0
.
12.0 12.0 12.0 12.0
ADJUS'lMENT FAcroRS
GRADE HV ADJ PKG roSES mF PEOO PED. Wl'. ARR. 'IYPE
(%) (%) YjN Nm Nb YjN minT
EB 0.00 2.00 N O. ' 0 0.90 0 N 31.8 3
WB 0.00 2.00 N 0 0 0.90 0 N 31.8 3
'NB 0.00 2.00 N 0 0 0.90 0 N 25.8 3
SB 0.00 2.00 N 0 0 0.90 0 N 25.8 3
SIGNAL SEITINGS CYCIE IENGIH = 120.0
tH-1 tH-2 tH-3 tH-4 tH-1 tH-2 tH-3 tH-4
.......... "EB' r.rr X X NB r.rr X
r 'IH X 'IH X
RI' X RI'" ~, X
" po.. ,I PO
WB IlI' . X X SB IlI' X
'lH X 'IH X
RI'& X RI' X
PO , . PO
GREEN 6.9 33.3 ' 0.0 0.0 GREEN 24.4 49.4 0.0 0.0
YEU.CM . 0.0 3.0 0.0 0.0 YEU.CM 0.0 3.0 1).0 0.0
lEVEL OF SERVICE ,
IANE GRP. . Vje GjC DEIAY IDS ' APP. DEIAY APP. IDS
EB L 0.331 0.335 23.4 C 22.5 e
TR 0.281 0.278 22.0 C
WB L 0.262 0.335 22.4 C 23.1 C
T 0.479 0.278 23.8 C
R 0.307 0.278 22.2 C
NB L 0.405 0.178 33.7 D 18.9 e
. ~.. TR 0.526 0.412 17.3 C
SB L 0.556 0.178 35.9 D 19.4 C
TR 0.375 0.412 15.9 e
.
. .
mrERSECI'ION: Delay = 20.1 (secjveh) Vje = 0.505 IDS=e
,f"',
021
~
r-,
1985 HCM: UNSIGNALIZED rnTERSECl'IONS Page-1
*********************************************************************
IDENrIFYING INFORMATION
AVERAGE HJNNmG SPEED, MAJOR Sl~l'.. . . . . . . . . . . .. 40
PEAK H<XJR. FACI'OR................................. 1
~ FO~ON.................................. 150000
.. :tW1E OF 'l1IE EAS'I'jWEST STREET..................... ~ IAKE ~CE
.
(~
- e.
.
- .
,--.
I '
:tW1E OF 'l1IE NORllVSCXJIlI STREET.. .......... ....... cx:>NGRESS AVENUE
:tW1E OF 'l1IE Mm,Lysr.............................. GEX::>OOE GA.lroi
~ OF 'l1IE Mm,LYSIS (mrnVdd/yy).................. 7/12/89
Tn1E PERIOD Mm.LYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . .. m PEAK lia.JR
. OIHER INFORMATION: ~L IAKE P.U.D.
INI'ERSECl'ION TYPE .AND OONI'ROL
.
INI'ERSECl'ION TYPE: T- INI'ERSECl'ION
. J
MAJOR t)'l~l' DIRECl'ION: NORIH/SCXJIlI
OONI'ROL TYPE FASTB:XJND: SIUP SIGN
.... ~.
... ~
TRAFFIC VOI.IJMES
..
EB
WE
NB
SB
LEFT
~
o
o
o
709
o
o
713
18
RIGHI'
23
NUMBER OF IANES
EB
WE
SB
NB
IANES
1
2
2
.'
jo
[' ADJUS'IMENl' FACIORS Page-2
PERCENT RIGHI' '!URN aJRB RADIUS (ft) ACCErERATION IANE
GRADE ANGIE FOR RIGHI' '!URNS FOR RIGffi' '!URNS
E'AS'l'BXJND 0.00 90 20 N
WES'I'OCOND -
NORIHBXJND 0.00 90 20 N
SOUIHB:XJND 0.00 90 20 N
"
. VEHICrE . cx:t1fOSITION
% SU TRUCKS % a::t1BmATION
AND IN'S VEHICIES % M:Y.rORCYCIES
E'AS'l'BXJND
o
o
o
. WES'I'OCOND
NORIHB::XJND
o
o
o .
o
'.
,~
r
SOUIHB:XJND
o
o
... ~.
..
.J
":
CRITICAL GAPS
.. ."" SIGffi' DIST.
"TAJ3UIAR VAII.JFS ADJUSTED FlNAL
(Table 10-2) VAI1JE ADJUS'IMENl' quTICAL GAP
MINOR RIGHl'S .-
EB 5.90 5.90 0.00 5.90
MAJOR IEFlS
NB 5.70 5.70 0.00 5.70
MINOR IEFlS
EB 7.60 7.60 0.00 7.60
- e.
.
- .
('""'-.
, '
~/
'"
.
..
"
I
CAPACITY AND li.VEIr-OF-SERVICE Page-~
rorEN- ACIUAL
. FI.CM- 'rIAL MJVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MJVEMENT V (pcph) c (pcph) c (pcph) c (pcph) c=c -v LOS
. P M SH R SH
MINOR S'ffiEET
'I:l
EB !.EFT 0 77 77 > 77 > 77 > E
> 651 > 626 >A
. RIGHI' 25 651 651 > 651 > 626 > A
MATOR S l.1<J:~.;t;'J.'
NB !.EFT 0 470 470 470 470 A
/',
.
..
'" ;-.
J
. .'"
t. ,
..
.'
.
- eo
..
- .
l'
3.2