LTC 457-2023 West Avenue Phase II Improvements - North of 14 StreetM IA M I BEACH
OFFICE OF TH E CI TY MANAGER
NO. LT C # LETTER TO COMMISSION
T O :
F R O M :
D A T E :
H o n o ra b le M a y or D a n G e lbe r a n d M e m be rs of the C ity C o m m ission
A lin a T. H ud a k , C ity M a na g~
O ctob er 13, 2 0 2 3
S U B JE C T : W e st A ve nu e P h a se II Im pr o v e m ent s - N or th of 14 S tree t
T h e pu rpo se of th is L TC is to pro v id e a pa rkin g so lutio n up da te to the M a yo r an d C ity C o mm ission fo r
the W e st A venu e P h a se 11 Im pr o v em en t s - N or th of 14 S tree t proje ct (P ro ject). A t the Ju ne 28 , 20 2 3
C ity C o m m iss io n m e e tin g , th e M a y o r a n d C ity C o m m is sion ad op te d R esolu tio n 20 2 3 -3 2 6 4 8 (E xhib it
A ) requ e sting tha t the Ad m inistra tio n (1) re v ie w a p plica b le de s ig n guid e lin e s rela tin g to pa rkin g are a s
a n d de te rm in e if a n y g u id e lin e s/stand a rd s no t req u ire d by any ap plic a b le la w s m a y be re -e valua ted in
o rde r to m itiga te an y lo ss of pa rkin g ; (2 ) m ain ta in o p e n an d res pons ive lin e of co m m u nicatio n w ith the
W e st A v en u e N e ig hb o rhoo d A sso ci a ti on ("WAVNA") and co n cern e d re sid ents rega rding othe r
a lterna tiv e s to m in im iz e th e lo ss of pa rkin g in se g m en t 2 of the P roject; (3) pro vide to the pu b lic full
pa rkin g pla n s fo r e a c h stre e t fr o m 14 th S tre e t to C o llin s C a nal; an d (4 ) pro vide re g ula r pa rkin g
so lu tio n upda te s to the M a y o r an d C ity C o m m iss ion via L TC .
T he W e st A v enue pro je ct is de sig n e d to e nh an ce qu a lity of life w ith ae sthe tics an d infr astructure
im p rove m e n ts, a n d to re du c e th e ris k of flo o d in g. T his neigh b o rho o d is one of the lo w e st lyin g area s
in the C ity w ith e le v atio n s a s lo w a s 1.7' N A V O . S in c e 2017 , lo w - lyin g are a s of W est A venu e ha ve
ex p e rie n c e d flo o d in g fro m hig h tid e s 59 tim e s (N O AA V irg in ia K ey tid a l gau ge s).
T h e sc op e of w o rk in c lu de s re p la ce m en t of the existin g w ate r distrib ution/tra nsm ission syste m s,
g ra v ity san ita ry se w e rs sy ste m , in stalla tio n of a ne w ro b ust sto rm w a ter dra in a g e colle ctio n pu m p in g
sy ste m in c lu d in g b i-fue l e m e rg e n c y au xilia ry gen e ra to rs, ra is e d ro a dw ay an d ha rm onizatio n to the
ad ja c e n t pro p e rt ie s , ne w sid e w alks, dedic a te d bicy cle lanes, in sta lla tio n of ne w stree t lig h tin g,
ped e stria n lig h tin g , in stalla tio n of ne w tra ffi c sig na ls and m a st arm s, ne w la nd sca p in g , irrig a tion
sy ste m a n d co n s tructio n of a ne w ba y w a lk se g m ent. T he lim its of the im p ro ve m ents are W e st
A venu e a n d B a y R o a d be tw e e n 14 S tre e t an d C o llins C an a l an d the sid e stree ts.
O n Jan u a ry 27 , 2 022 , the A d m inistration rep o rt e d via L T C #032 -2 0 2 2 tha t the ne ig h b o rhoo d w ou ld
e x p e rie n c e a sign ifi c a n t re du c tio n of av aila b le pa rkin g sp a ce s on c e the P ro ject is fully im p le m ente d .
T he C o m m iss io n a n d re sid e n ts ra ise d con c ern s a b out this is su e an d the parkin g pla n s fo r the P ro ject
w e re re-e v a lu a te d . T he D e sig n -Build er, R ic-M an C o nstruction F lorida, und er the dire ctio n of the
A d m in istra tio n , de liv e re d a pa rkin g co u n t a n a lysis , w hic h C ity staff co ntin ue s to utilize an d evalua te in
th e fu rt he ran c e of m inim iz in g , to the e xten t po ss ib le, an y pa rkin g red u ctio ns.
O n F eb r u ar y 1, 2 0 2 3, th e C ity C o mm iss ion pa sse d R esolutio n 2023 -32 4 74 dire ctin g the
A d m inistra tio n to id e n tify pa rkin g o p tion s to m itig a te the red u c tion of pa rking in the W e st A ve nu e
N e igh b o rh o o d as th e re s u lt of th e P roje ct, in cl u din g sh ort -te rm te m po ra ry so lu tion s su ch as te m p o ra ry
a g re e m e n ts fo r ded ic a te d re s id e n t pa rkin g w ithin are a pa rking ga rage s, an d lo ng e r-te rm so lutions to
a d d re ss th e ov era ll red u ctio n of pa rking asso c ia te d w ith the P roject; an d furt h e r, req ue sting tha t sh o rt -
te rm pa rkin g op tio n s be pre se n te d to the M ay o r an d C ity C o m m ission fo r ap pro va l prio r to th e
d is p la c e m e n t of a n y re s id e n tia l pa rkin g d u e to the co nstruc tio n of the Pro je ct. T he re so lution , as
a m e nd ed , furt h e r dire cte d th e A d m in istra tion to co ntin u e w o rkin g on favo ra b le pa rkin g ga rage rate s,
pa rt ia lly su b s id iz e p riv a te g a ra g e pa rkin g co sts, an d co ns id er dev e lop m e n t of a pa rkin g ga rag e at
457-2023
1625 West Avenue (City’s P-23 surface lot).
Review Applicable Design Guidelines
The City staff and the Design-Builder have been meeting and reviewing the Project design, as well as
the applicable regulatory requirements with the community. Simultaneously, there has been ongoing
code analysis to determine the applicability of the various related codes and requirements, and how
they are applied or interpreted for this project.
Maintain Open and Responsive Line Of Communication
The Administration has endeavored to maintain and encourage the renewed communication between
the project team and the stakeholders, including West Avenue Neighborhood Association (WAvNA)
and the North of Fifth Neighborhood Association (NoFNA). Throughout this process, there have been
ongoing communications, advising community representatives of the challenges encountered. City
staff has also been attending different community meetings such as WAVNA and the Tuesday
Morning Breakfast Club. Also, the parking design adjacent to each property along the corridor is
discussed at each meeting held with the property owners, Board of Directors and residents of each
property where harmonization plans are presented and discussed.
Provide to the Public Full Parking Plans for Each Street
The City’s Project website is updated regularly, and includes pertinent Project information, community
updates and “frequently asked questions.” The complete West Avenue Phase II Improvements
parking design, the related regulations and the presentations at the different meetings have been
uploaded to the City’s Project website (https://www.miamibeachfl.gov/residents/neighborhood-affairs-
division/active-projects/neighborhood-improvements/west-avenue-neighborhood-improvements-
project-phase-ii/).
Provide Regular Parking Solution Updates to The Mayor and City Commission
On June 6, 2023, City staff from different departments, consisting of Capital Improvement Projects
(CIP), Public Works, Parking and Communications, along with the Design-Builder and their Engineer
of Record (EOR), met with residents and community representatives from Lincoln and Bay Roads to
review resident suggested revisions to the parking plans, increasing the number of parking spaces.
During this meeting, the team reviewed the governing State, County, and City regulations and their
applicability to the community suggested changes to the parking design. A written record of the
meeting, referred to as meeting minutes, was prepared, and, together with a Lincoln Road Vicinity
Parking Restriction Analysis prepared by the engineer of record and a plan depicting additional
spaces proposed by residents, has been uploaded to the Project website for reference (Exhibit B).
Due to the applicable regulations, most of the suggested parking spaces cannot be implemented. The
EOR also explained that much like design and construction of a building, the design and construction
of a roadway must meet all applicable regulations in place at the time of permitting. The revisions to
the parking plan, suggested by the residents, and the associated regulations/requirements can be
summarized as follows:
1. Proposed parking along the east side of Bay Road, between Lincoln Road and Collins Canal
was found to be not in conformance with applicable governing State, County, and City
regulations
a. The proposal would require a shift in the travel lane/travel lane deflection at
intersections which exceeds the allowable maximum of 6‐ft
b. Proposed parking spaces did not comply with the 15-ft clear sight triangle requirements
on the north and south sides of each driveway
c. Proposed parking spaces were located within the minimum required 20-ft setback from
the crosswalks at Lincoln Road and Bay Road
2. Proposed additional parking along Lincoln Road between Bay Road and the street end was
found not in conformance with applicable governing State, County, and City regulations
a. Proposed parking spaces were located within the minimum required 20-ft setback from
the crosswalks at Lincoln Road and Bay Road
b. Proposed parking spaces do not comply with visibility and minimum clearance
requirements for first responder access at the cul-de-sac
c. Of the additional spaces proposed, the design-team agreed to further evaluate whether
one additional space could be added on the north side, adjacent to the cul-de-sac.
Some of the residents present during this meeting, expressed their desire to prioritize parking over
bicyclist/pedestrian mobility and landscaping. One of the residents asked if the cul-de-sac at the
Lincoln Road Street end could be relocated further west, eliminating or minimizing proposed
landscaping, in order to provide more space east of the cul-de-sac for additional parking. The EOR
responded that the suggestion did not initially appear to provide sufficient space, and that there were
concerns regarding impacts this may have to underground infrastructure. The Design-Builder has
been directed to evaluate the parking design for the Lincoln Road Street end for possible re-design
and parking gains.
On June 23, 2023, the City’s Finance and Economic Resiliency Committee discussed the design and
construction of a new parking garage and affordable/workforce housing project at the City owned
surface parking lot (P-23) located at 1625 West Avenue. The proposal sought to create additional
resident parking inventory as a long-term mitigation strategy, reducing parking loss in the area as a
result of the Project. The sponsor proposed withdrawing the item based on feedback indicating a lack
of support from area residents, a previous failure of the proposal, and feasibility concerns. Further
discussion resulted in a deferral of the item to the July meeting, where it was withdrawn.
On July 10, 2023, CIP staff and the Design-Builder presented the Project’s parking design, and the
related regulations affecting the design, to the Transportation, Parking & Bicycle-Pedestrian Facilities
Committee (Exhibit C). The Committee discussed the project but took no action.
In the process of determining whether additional parking spaces could be created along the corridor,
the design team continues to reconcile the comments from the regulatory agencies, landscaping
requirements, and the parking regulations, while addressing the varied interests of bicycle lanes, and
safe pedestrian crosswalks. As a result of the numerous and varied requirements, the Design-Builder
has engaged in producing a parking code impact study to determine the effects to proposed parking
as a result of the implementation of the most stringent code and other requirements. On October 5,
2023, the Design-Builder delivered a parking code analysis (Exhibit D) reflecting the impacts of the
various parking regulations and codes as well as assumptions and recommendations on the proposed
parking layout. The May 2022, parking study performed by the Design-Builder, indicates that the
currently planned 248 on-street parking spaces results in a reduction of 102 parking spaces. Based
upon this recent analysis, we believe that the planned 248 spaces could be reduced by up to 17
spaces, or increased by up to 49 spaces, depending on the tradeoffs selected, such as locations of
crosswalks, tree plantings and landscape areas, as well as code interpretation. Once the code
analysis has been properly vetted, the Administration will be able to determine the final impact to
proposed parking spaces, and potential strategies.
On September 13, 2023, the City Commission referred an item, to the Public Safety and
Neighborhood Quality of Life Committee, to consider a potential parking solution for permanent
residential parking as part of the Project. The discussion item makes reference to a proposal from
WAVNA regarding the development of a parking structure within the limits and private property of
1450 Lincoln Road, over that property’s existing parking lot. The item is scheduled to be heard later
this year.
While the Project team has been exploring all options to further mitigate parking reductions, and will
continue to look for additional opportunities, the number of available spaces lost due to actualization
of code and regulatory requirements, as well as design, remains essentially unchanged. The
Administration is committed to pursuing and implementing all strategies, within the limits of codes,
regulations, and best practices, which will increase the number of available parking spaces. To that
end, at the suggestion of community representatives, City staff has begun exploring the possibility of
reconfiguring the City owned surface parking lot P-23, located at 1625 West Avenue, with the
in te n tio n o f p ro v id in g a m o r e e ff ic ie n t la y o u t a n d in c re a s in g th e n u m b e r o f a v a ila b le s p a c e s .
T h e D e s ig n -B u ild e r is fi n a liz in g n e c e s s a ry p e r m its a n d h a s e x e c u te d h a rm o n iz a tio n a g re e m e n ts w ith
p ro p e rt ie s w ith in s e g m en ts 1 and 2. Construction activities within the right-of-way are anticipated to
commence in early next year. Construction of the Project's stormwater pump station at the P-24
parking lot, 1671 West Avenue, is anticipated to start in the next few weeks. Construction of the pump
station will not impact the roadways. A preconstruction meeting with the community will be held prior
to commencement of construction within the right-of-way.
ATTACHMENTS:
Exhibit A- Resolution 2023-32648
Exhibit B - Lincoln and Bay Road Resident Meeting Minutes, June 6, 2023
Exhibit C- Presentation, July 10, 2023 Transportation, Parking & Bicycle-Pedestrian Facilities
Committee
Exhibit D - Parking Code Analysis
«.a3
RESOLUTION NO. 2023-32648
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, REQUESTING THE CITY ADMINISTRATION TO
TAKE THE FOLLOWING STEPS IN AN EFFORT TO FURTHER MITIGATE THE
LOSS OF PARKING IN SEGMENT 2 OF THE WEST AVENUE PHASE II
IMPROVEMENTS PROJECT (THE "PROJECT"): (1) REVIEW APPLICABLE
DESIGN GUIDELINES RELATING TO PARKING AREAS AND DETERMINE IF
ANY GUIDELINES/STANDARDS NOT REQUIRED BY ANY APPLICABLE
LAWS MAY BE RE-EVALUATED IN ORDER TO MITIGATE ANY LOSS OF
PARKING; (2) MAINTAIN OPEN AND RESPONSIVE LINE OF
COMMUNICATION WITH THE WEST AVENUE NEIGHBORHOOD
ASSOCIATION ("WAVNA") AND CONCERNED RESIDENTS REGARDING
OTHER ALTERNATIVES TO MINIMIZE THE LOSS OF PARKING IN SEGMENT
2 OF THE PROJECT; (3) PROVIDE TO THE PUBLIC FULL PARKING PLANS
FOR EACH STREET FROM 14TH STREET TO COLLINS CANAL; AND (4)
PROVIDE REGULAR PARKING SOLUTION UPDATES TO THE MAYOR AND
CITY COMMISSION VIA LETTER TO COMMISSION.
WHEREAS, the West Avenue Phase II Improvements — North Project (the "Project"),
represents a comprehensively defined neighborhood improvement program,focused on resolving
challenges associated with climate impacts and aged infrastructure; and
WHEREAS, the Project has been divided into 9 segments, with the work being phased so
that construction be substantially completed in a single segment before work can commence on
the following segment, and importantly, with no segment authorized for construction until
harmonization plans have been finalized and completed for each segment; and
WHEREAS, the proposed improvements within the West Avenue neighborhood include
many necessary improvements that will be extremely beneficial to the West Avenue
neighborhood, such as installation of a new robust storm water drainage collection and pumping
system, replacement of the existing water distribution/transmission systems and gravity sanitary
sewers, installation of new street lighting, and pedestrian lighting, replacement of existing
signalization with new mast arms at certain intersections, new landscaping, irrigation and
construction of a new baywalk segment; and
WHEREAS, currently, the City is preparing final permit packages for Segments 1 and 2
which includes several streets east of Alton Road between Lincoln Road and Dade Boulevard,
including Lincoln Road, Lincoln Court, Bay Road, and a small portion of West Avenue); and
WHEREAS, as part of the Project, the City implemented the West Avenue Resiliency
Accelerator Program, with the goal to create a more resilient community through the improvement
of the pedestrian and bicyclist experience by incorporating wider sidewalks, increasing shade
canopy and effective bicycle lanes; and
WHEREAS, the wider sidewalks, tree canopy and placement of equipment associated
with the Project initially translated into a potential loss of up to 279 parking spaces; and
WHEREAS, based on prior City Commission and resident concerns relating to the loss of
up to 279 proposed parking spaces, and the Administration's collaboration with area residents on
Exhibit A
this issue, including representatives of the West Avenue Neighborhood Association, the number
of parking spaces that will now be lost as part of the Project has been significantly reduced; and
WHEREAS, at the March 27, 2023 City Commission meeting, the Mayor and City
Commission adopted Resolution 2023-32518, approving short-term parking options to mitigate
the loss of parking in the West Avenue neighborhood as the result of the Project prior to the
displacement of any residential parking due to the construction of the Project, and increasing the
previously allocated funding to partially subsidize private garage parking costs during the
construction period from $50,000 per year to $75,000 per year; and
WHEREAS, specifically, the Administration identified and recommended the following
short-term parking options to provide additional parking space availability for residents during
construction:
Engage private parking providers to provide approximately 50 parking spaces to residents
at a reduced rate, to be partially subsidized by the City. Discussions with private owners
have resulted in an arrangement providing for 50 spaces to be charged at$135 per month,
with the City subsidizing $75 per month for the spaces, and the residents paying the
balance ($60).
Convert approximately 133 metered on-street parking spaces within the zone, to metered
24-hour residential spaces. These spaces are currently pay-to-park spaces, accessible
to residents during nights and weekends only. The proposed short-term parking option
would convert these spaces to 24-hour access for residents, while remaining accessible
to non-residents as well.
Expand the residential parking zone to include City owned Parking Lot P-24, located at
1671 West Avenue, allowing residents to utilize up to 27 spaces during construction,
available after the completion of segments 1 and 2, and up to 42 spaces once construction
of the overall project is complete. The residential parking zone identifies where residents
with valid parking passes are allowed to park. These spaces would remain "pay-to-park"
for non-residents or those who do not hold a valid parking pass. Including access to this
lot will result in new spaces for resident use.
Provide approximately 18 temporary parking spaces on 14th Terrace, and approximately
10 temporary parking spaces on Flamingo Way, between Bay Road and West Avenue, if
feasible. This short-term parking option will require further analysis and planning, as
existing driveways and landscaping may restrict the potential gains; and
WHEREAS, while the City Administration has undertaken significant steps to identify
short-term parking solutions, residents in Segment 2 remain concerned about long-term parking
once the Project is completed, since the current estimated number of lost parking spaces is
between 100 and 144; and
WHEREAS, the only current long-term parking solution proposed by the City is the
construction of a parking structure at 1625 West Avenue (existing circular parking garage just
South of Lincoln Rd), with the item currently pending and subject to review by the Finance and
Economic Resilience Committee; and
2
Exhibit A
WHEREAS, City Commission members have received numerous communications from
residents in Segment 2 and its surrounding areas (i.e. Lincoln Road from West Avenue to the
Bay) regarding the City's proposed long-term solution; and
WHEREAS, specifically, many residents are not convinced that the construction of a
parking garage is the best option for the following reasons:
Cost. City Staff estimated that the parking structure would cost between $16 and 18
million, with funding yet to be identified.
Time of construction. It would take several years to construct the parking garage, while
there will be a pressing need for parking at the end of Segment 1 and 2 of the Project,
which is estimated to be complete in approximately a year from now.
Lack of convenience for residents. Many residents accustomed to parking in front of their
buildings or near their buildings on the street would have to walk up to 3 blocks to their
homes after parking in the proposed parking garage, adversely impacting their quality of
life; and
WHEREAS, at its May 15, 2023 meeting, the WAVNA discussed the pressing issue of
parking and requested for the City to do the following:
Share the full parking plans for each street from 14th Street to Collins Canal as soon as
reasonably feasible;
Provide regular parking solution updates to the Mayor and City Commission and WAVNA
until satisfactory progress has been made;
Direct City Staff to work with WAVNA on the proposed parking solution recommendations
provided by WAVNA member Mr. Stephen Ginez; and
WHEREAS, on April 16, 2023, and May 18, 2023, West Avenue Neighborhood
Association ("WAVNA") member Stephan Ginez reached out to the City Administration with two
2) proposals to regain parking spaces in the West Lincoln Road area (for Segment 2 of the
Project), with support of the WAVNA Board and Segment 2 residents; and
WHEREAS, on June 6, 2023, the City hosted a meeting with Segment 2 residents and
stakeholders to discuss pressing issues of the Project, including parking mitigation; and
WHEREAS, City staff, as well as consultants employed by the City for the Project provided
feedback to the resident proposals, and explained that proposed alternatives are not feasible
because the City's design incorporates relevant County, State and Federal standards —some of
which are mandatory code requirements; and
WHEREAS, the availability of parking is of the utmost importance to residents, as the lack
of parking in the area will adversely impact area residents; and
3
Exhibit A
WHEREAS, because the City's design documents for the Project incorporate various
design standards or guidelines, some of which are mandatory requirements pursuant to
applicable laws, and some of which represent best practices pursuant to relevant County, State
or Federal guidance, the Mayor and City Commission wish to direct the City Administration to
identify further parking options to mitigate the loss of parking in the Segment 2 neighborhood by
evaluating any proposals for mitigating parking, such as angled parking, tree relocations, and
other design options, so long as the proposals do not conflict with mandatory code requirements
pursuant to applicable laws; and
WHEREAS, the Administration's evaluation should include elements of the Project design
that are based on traffic assumptions/patterns, as well as the elements relating to landscaping,
as these particular components of the design may significantly contribute to the loss of parking;
and
WHEREAS, to the extent landscaping requirements for the Project are driven by City code
requirements, a better understanding of the specific impacts that landscaping requirements have
on parking would allow the City Commission to determine whether any code amendments would
be necessary or beneficial, for the benefit of the Project.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City
Commission request the City Administration to take the following steps in an effort to further
mitigate the loss of parking in Segment 2 of the West Avenue Phase II Improvements Project(the
Project"): (1) review applicable design guidelines relating to parking areas and determine if any
guidelines/standards not required by any applicable laws may be re-evaluated in order to mitigate
any loss of parking; (2) maintain open and responsive line of communication with the West
Avenue Neighborhood Association ("WAVNA") and concerned residents regarding other
alternatives to minimize the loss of parking in Segment 2 of the Project; (3) provide to the public
full parking plans for each street from 14th Street to Collins Canal; and (4) provide regular parking
solution updates to the Mayor and City Commission via Letter To Commission.
PASSED and ADOPTED this 421' day of Jyht 2023.
ATTEST:
JUL - 52023
Dan Gelber, Mayor
Raf el E. Granado, City Clerk
APPROVED AS TO
sponsored by Commissioner Laura Dominguez) FORM&LANGUAGE
FOR EXECUTION
1.\
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91. ..,Two)0: City Attorney F ' Oats
9•,
4
Exhibit A
Resolutions-C7 V
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Rafael A. Paz, City Attorney
DATE: June 28, 2023
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, REQUESTING THE CITY ADMINISTRATION
TO TAKE THE FOLLOWING STEPS IN AN EFFORT TO FURTHER
MITIGATE THE LOSS OF PARKING IN SEGMENT 2 OF THE WEST
AVENUE PHASE II IMPROVEMENTS PROJECT (THE "PROJECT"): (1)
REVIEW APPLICABLE DESIGN GUIDELINES RELATING TO PARKING
AREAS AND DETERMINE IF ANY GUIDELINES/STANDARDS NOT
REQUIRED BY ANY APPLICABLE LAWS MAY BE RE-EVALUATED IN
ORDER TO MITIGATE ANY LOSS OF PARKING; (2) MAINTAIN OPEN AND
RESPONSIVE LINE OF COMMUNICATION WITH THE WEST AVENUE
NEIGHBORHOOD ASSOCIATION ("WAVNA") AND CONCERNED
RESIDENTS REGARDING OTHER ALTERNATIVES TO MINIMIZE THE
LOSS OF PARKING IN SEGMENT 2 OF THE PROJECT; (3) PROVIDE TO
THE PUBLIC FULL PARKING PLANS FOR EACH STREET FROM 14TH
STREET TO COLLINS CANAL; AND (4) PROVIDE REGULAR PARKING
SOLUTION UPDATES TO THE MAYOR AND CITY COMMISSION VIA
LETTER TO COMMISSION.
ANALYSIS
Pursuant to the request of Commissioner Laura Dominguez, the above-referenced Resolution
is submitted for consideration by the Mayor and City Commission at the June 28, 2023
Commission meeting.
SUPPORTING SURVEY DATA
N/A
FINANCIAL INFORMATION
None at this time.
Is this a"Residents Right Does this item utilize G.O.
to Know" item,pursuant to Bond Funds?
City Code Section 2-14?
Page 844 of 1808
Exhibit A
Yes No
Legislative Tracking
Office of the City Attorney
Sponsor
Commissioner Laura Dominguez
ATTACHMENTS:
Description
o Resolution
Page 845 of 1808
Exhibit A
City of Miami Beach Capital Improvement Projects Office
Meeting Summary
Subject:
West Avenue Neighborhood Improvement Project Phase 2, Segment 2
Community Recommended Parking Layout Discussion
Project Managers:
Mina Samadi, CIP Senior Project Manager & Rodney Perez, CIP Project Manager
Purpose of meeting:
Meeting to review community’s proposed parking plan within Segment 2 and to explain what, if
anything, could be implemented.
Date/Time/Location of meeting:
June 6, 2023 @ 1:30 p.m.
CIP Large Conference Room and via Microsoft TEAMS
Elected or Public Officials attendees:
Commissioner Alex Fernandez; Commissioner Aide Monica Salinas
Other City attendees or City Consultants:
Mina Samadi, P.E., CIP; Rodney Perez, CIP; David Gomez, CIP; Giancarlo Pena, P.E.,PWD; Monica Beltran,
Parking; Lauren Firtel, NAC; Kevin Pulido, NAC; Darlene Coitino, CHA; Heily Revoll, CHA; Mike Fischer,
RMCF; Derek Northenscold, RMCF; Joel Ewing, RMCF; Luis Leon, P.E., S&S; Jose Caraballo, P.E., CES;
Sergio Williams, P.E., CES; Jose Aldir, P.E., CWI; Heather M. Leslie, PIO HML Public Outreach
Building representatives:
Stephan Ginez, 1409 Lincoln Road; Bobby Duke, Nancy Duke and David Reid, 1450 Lincoln Road; Merle
Inasi and Derek Becker, 1670 Bay Road; Valerie Navarrete and Tracy Thornton, 1441 Lincoln Court; Henry
Barrabes, Angie Alexander and Chi Lam, 1673 Bay Road; Janice Overstreet and Alice Palatnick, 1400
Lincoln Road
Key items discussed:
The team for the West Avenue Neighborhood Improvement Project Phase 2 met with building
representatives from Segment 2 to discuss a community‐submitted proposal for parking changes along
Lincoln Road between Bay Road and the street end, and along Bay Road from Lincoln Road to the canal.
The group discussed the project history and what’s been evaluated to develop the parking plan along
Segment 2 and throughout the corridor. The project team reviewed local, state and federal requirements
that govern allowable parking areas and addressed the locations identified in the community
recommended parking layout. There are restrictions where parking spaces may not be designed based on
lane shifts distances, sight distance triangles and distance from crosswalks. Below are the discussion points
and action items from the meeting:
The maximum 6 ‐ft maximum allowable lane shifts/ travel lane deflection at intersections
The 15 ft Sight distance triangles at either side of a driveway for both pedestrian and vehicles
The 20‐ft setback requirement at all the intersection from the crosswalks.
The 30 ft setback from signalized intersections
The 7‐ft setback at either side of a fire hydrants.
Exhibit B
Avenue Neighborhood Improvement Project Phase 2, Segment 2
Community Recommended Parking Layout Discussion
Page 2 of 3
The proposed parking along Bay Road between Lincoln Road and the canal was found not in
conformance because of:
o The maximum 6 ‐ft maximum allowable lane shifts/ travel lane deflection at intersections
o Parking spaces were too close to the north and south sides of each driveway not accounting for
the 15‐ft sight distance triangles.
o Parking spaces were included in areas too close to the crosswalk at Lincoln Road and Bay Road not
accounting for the 20‐ft setback.
The team mentioned that the current design does not reflect the correct pedestrian ramps per the
City’s master plan. The pedestrian ramps at the crosswalks must be bidirectional (one ramp per each
walking direction. This would likely impact the parking spaces closest to the intersection and eliminate
at list the first parking space closest to the intersection.
The proposed parking along Lincoln Road between Bay Road and the street end was found not in
conformance because of:
o Parking spaces were included in areas too close to the crosswalks not accounting for the 20‐ft
setback from an intersection.
o Visibility and blockage issues for first responder access needed to be maintained at the cul de sac;
therefore, the parking space cannot back into the cul de sac.
o Impacts to landscaping opportunities was also discussed.
o The team would further investigate whether one parking spot could be gained on the north side
of Lincoln Road between Lincoln Court and the street end.
Resident comments/questions included:
o How many traffic incidents have been reported in the area to warrant such strict guidelines. The
team reiterated that the new design must adhere to the code requirements for safety reasons.
o Could left or right turn only signs be installed to potentially minimize sight distance concerns or
swapping the proposed on‐street parking on Bay Road to the opposite side of the street. The team
informed the group that a motorist still needs a clear view and enough space to maneuver turns.
The same conflicts would remain if parking was placed on the west side of the street.
o Are their differences in the code for single or double wide driveways? No, there is no difference.
o Could the street be repaved later without placing all the pavement markings at parking areas. No.
The pavement marking based on the current requirement must be installed.
o Can a variance from the County or State be requested to lessen parking requirements? Variances
for safety reasons are not typically requested. It would be a high risk for an engineer or agency.
o Does a neighborhood’s zoning determine changes in the parking requirements? No.
o Will physical barriers be installed to delineate a no parking area? No, just striping and signage.
o Is the size of the cul de sac changing? No.
o Can parking be prioritized over bicyclist/pedestrian mobility and landscaping? That would conflict
with the city’s master plan and require direction from Commission.
Exhibit B
Avenue Neighborhood Improvement Project Phase 2, Segment 2
Community Recommended Parking Layout Discussion
Page 3 of 3
o Can the width of the seawall at the Lincoln Road street end be minimized, pushing the cul de
sac further west, the add additional parking spots? The team can investigate that. Initially it
doesn’t appear it would provide enough significant space for many spots. There is also a concern
about what underground features could be impacted.
o Can loading zones be installed so residents can have temporary spots to unload groceries? City
can identify A parking space to be marked as loading zone, but it would further minimize the
number of available parking spots.
The team discussed the signage and pavement marking plan review process and explained that the
County was the agency who would ultimately approve the plan and maintain the pavement marking
and signage.
The group discussed the proposed parking garage at the circle lot on West Avenue south of Lincoln
Road.
o Some residents were opposed to the garage, while others suggested a garage would be more
beneficial than just gaining a couple of spaces here and there.
o A new parking structure would likely increase resident parking permit prices, which could
discourage use.
The team reiterated they have been investigating ways to maximize the allowable parking spaces
throughout the corridor and would continue to look for opportunities to gain spaces.
The group requested looking for parking opportunities in particular at buildings that did not have on‐
property parking.
After the meeting adjourned there was discussion about the Baywalk and the mooring field. The city
needs to follow up with residents regarding mooring field plan.
Exhibit B
Principals
Hernando J. Navas, P.E.
Mark S. Johnson, P.S.M.
Shareholders
Luis Leon, P.E.
Chad Jackson.
3240 Corporate Way • Miramar, Florida 33025
Phone: (954) 435-7010 • Fax: (954) 438-3288
Professional Associates
Michael J. Alley, P.S.M.
Andrea Etcheverry, P.E.
Ronald A. Fritz, P.S.M.
Of Counsel
Alfonso C. Tello, P.E., P.S.M.
k:\345342\west avenue\documents\meeting notes\lincoln road vicinity parking restriction analysis meeting of 20230606.docx
Lincoln Road Vicinity Parking Restriction Analysis
The plans were designed pursuant to the Federal High Way Administration's Manual on Uniform Traffic Control Devices
(MUTCD) and City of Miami Beach standards.
MUTCD requires that parking not be any closer than 20' from crosswalks
Per City of Miami Beach:
o A minimum of 20 feet is typically required for stop‐controlled or uncontrolled intersections
o A minimum of 30 feet is required for an approach road to a signalized intersection
o Driveways are treated similarly to uncontrolled intersections, so a minimum distance of 20 feet should b
e assumed.
Florida Statute 316.1945:
Stand or park a vehicle, whether occupied or not, except momentarily to pick up or discharge a passenger or
passengers:
1. In front of a public or private driveway.
2. Within 15 feet of a fire hydrant.
3. Within 20 feet of a crosswalk at an intersection.
4. Within 30 feet upon the approach to any flashing signal, stop sign, or traffic control signal located at the side
of a roadway.
5. Within 20 feet of the driveway entrance to any fire station and on the side of a street opposite the entrance to
any fire station within 75 feet of such entrance (when property signposted).
6. On an exclusive bicycle lane.
7. At any place where official traffic control devices prohibit standing.
Sight distance triangle is 15'x15' as measured from edge of pavement to edge of pavement. (CMB PW Detail 10‐23)
No planting or structure within 55' of edge of pavement. (CMB PW Detail 10‐26 and 10‐27)
Per Miami‐Dade County traffic operations manual, Dl= 70', 35' min. and Dr= 40', 20' min. for 30 mph roads.
Any changes in traffic patterns will require a traffic study.
Based on the above information, and the requirement to conform to landscaping and canopy coverage, the proposed
parking configuration cannot be altered. Only changes to either traffic pattern or landscaping will provide the possibility
of adding parking to the surrounding areas.
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 2 of 7
From MUTCD:
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 3 of 7
From City of Miami Beach
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 4 of 7
From Miami-Dade County (enforced on county roads):
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 5 of 7
From FDOT Design Manual:
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 6 of 7
From City of Miami Beach
Exhibit B
Lincoln Road Vicinity Parking Restriction Analysis
June 8, 2023
Page 7 of 7
From City of Miami Beach
Exhibit B
* M A K E S T R E E T WI D E R B Y U S I N G E X I S T I N G
E A S T S I D E O F T H E R I G H T O F WA Y
6 ’ U P T O 8 ’
<
-
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COMMUNITY RECIOMMENDED PARKING
LAYOUT
THSI DESIGN WAS REVIEWED AT THE 6/6/2023 MEETING WITH THE
COMMUNITY AND WAS FOUND TO BE NON-COMPLIANT WITH THE
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), MIAMI DADE
COUTNTY AND CITY'S REGULATION
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Exhibit C
Prepared for
City of Miami Beach
Capital Improvements Projects
1701 Meridian Avenue
Miami Beach, FL 33139
0000000
CITY OF MIAMI BEACH
D/B SERVICES FOR WEST AVENUE IMPROVEMENTS PHASE II
2016-091-KB NORTH
PARKING ANALYSIS
EXHIBIT D
Parking Analysis for West Avenue North Page ii of ii
October 2023
Table of Contents
1.0 Introduction 1
2.0 Analysis Parameters and Considerations 2
2.1 Regulatory Agency Requirements 2
2.1.1 MUTCD 2
2.1.2 Miami Dade County (MDC) 3
2.1.3 City of Miami Beach 4
2.1.4 FLHSMV 6
2.2 Parking Space size 6
2.3 Split pedestrian ramps 7
2.4 Landscaping impact 7
3.0 Analysis Approach 7
4.0 Results 8
4.1 Parking Impact per Street 12
4.2 Conclusion and other considerations 13
5.0 References 15
List of Tables
Table 1. Street by street breakdown of parking. .......................................................................... 12
Table 2. Design parameter options. .............................................................................................. 13
Table 3. Impacts to parking and landscaping per option. ............................................................ 14
List of Figures
Figure 1 Most Conservative application of regulatory agency requirements .............................. 10
Figure 2 Most Lenient application of regulatory agency requirements ....................................... 11
Appendices
Appendix 1 Exhibit of parking loss/gain – Most Conservative
Appendix 2 Exhibit of parking loss/gain – Most Lenient
Appendix 3 Flamingo Way and 14th Terrace – Most Conservative
Appendix 4 Flamingo Way and 14th Terrace – Most Lenient
EXHIBIT D
Parking analysis for West Avenue North Page 1 of 15
October 2023
1.0 Introduction
The City of Miami Beach (CMB) has requested that the Design Build Firm (DBF) analyze the
proposed parking spaces in the project area and the factors and regulations that determined
them. During the original conception of this project, Resiliency, Pedestrian Safety, and Street
cooling were the driving factors for the design criteria. At this time, Landscaping and shady trees
were prioritized and parking spaces were provided after the area was allotted for landscaping.
This analysis aims to identify the difference in proposed parking spaces and landscaping area if
parking spaces are prioritized above landscaping. In addition to the reprioritization, the
regulatory agency requirements are being reviewed again in an attempt to determine if there
are areas where rules can be applied more favorably to increase parking. After these are
reviewed and applied, pedestrian ramps are being reviewed to determine which ones could be
split to provide separate directional ramps at each crosswalk.
Specific objectives of this analysis include:
1. Identify the impacts of reprioritizing the project design parameters to include parking
spaces and place it above landscaping.
2. Identify the regulatory agencies that dictate the limitations and restrictions to parking
spaces’ size and location.
3. Identify any areas within the regulatory agency requirements where leniency can be
found or potential variances to allow for more parking spaces.
4. Present the loss/gain of parking spaces as a result of the reprioritization described
above and applying the regulatory agency requirements along with any resulting design
impacts.
EXHIBIT D
Parking analysis for West Avenue North Page 2 of 15
October 2023
2.0 Analysis Parameters and Considerations
Parking spaces along the right of way are determined by rules set in place by regulatory agencies
for the safety of motorists and pedestrians. These rules are set by taking into account the
visibility of motorists and pedestrians when approaching intersections, entering or exiting
driveways, and using crosswalks. The following regulatory agencies have rules and requirements
that dictate where and how right-of-way parking spaces can be placed. the Miami Dade County
Department of Transportation and Public Works (DTPW), CMB, The Florida Highway Safety and
Motor Vehicles (FLHSMV), and The Federal Highway Administration Manual on Uniform Traffic
Control Devices for Streets and Highways (MUTCD). These agencies dictate where parking
spaces can be in relation to intersections, crosswalks, and driveways as determined by sight
triangles and safety requirements for motorists and pedestrians. Through conversations with
DTPW and CMB there were two specific requirements that were identified that could be
reviewed to gain additional area for parking spaces. Both requirements relate to sight distance
from intersections for drivers. CMB also directed the DBF to incorporate split pedestrian ramps
which provide directional ramps aligned with the sidewalk and offset the crosswalks from the
intersection to increase pedestrian safety. The ability to provide split pedestrian ramps at
intersection is not determined by any regulatory agency requirements but by physical features
in the right of way such as driveway entrances. As a result of providing additional parking, where
there is currently proposed landscaped areas, less ROW trees are going to be proposed, less
existing trees would be maintained, and landscaped area would be lost.
2.1 Regulatory Agency Requirements
The various regulatory agencies listed below have unique regulations that don’t always
coincide with each other. In addition, some agencies have regulations for certain
conditions that others don’t. These regulations follow two general principles; they provide
safety for motorists, or they provide pedestrian safety. All of these regulations need to be
applied where relevant.
2.1.1 MUTCD
Pedestrian safety
The detail below is Figure 3B-21. Examples of parking space markings from the 2009
edition of the Manual on Uniform Traffic Control Devices produced by the US
department of Transportation Federal Highway Administration. It dictates the following
offset requirements for parking spaces from crosswalks:
• A minimum of 20 feet unobstructed line of sight is required for stop-controlled
or uncontrolled intersections.
EXHIBIT D
Parking analysis for West Avenue North Page 3 of 15
October 2023
• A minimum of 30 feet is required for an approach road to a signalized
intersection.
Motorist Safety
The MUTCD does not have specific requirements that dictate motorist safety as it
relates to parking spaces.
2.1.2 Miami Dade County (MDC)
Pedestrian safety
MDC does not have specific requirements that dictate pedestrian safety as it relates to
parking spaces.
EXHIBIT D
Parking analysis for West Avenue North Page 4 of 15
October 2023
Motorist Safety
The detail below is taken from the Miami Dade County Traffic Operations Manual. It
details that there are to be no obstructions to sight within a certain distance from the
centerline of the road when entering an intersection. For the streets in question the 30
MPH speed limit category is used, which indicates a minimum clearance of 35 feet to
the left and 20 feet to the right while having a desirable clearance of 70 feet to the left
and 40 feet to the right.
2.1.3 City of Miami Beach
Pedestrian safety
The public works manual dictates the following offset requirements for parking spaces
from crosswalks:
• A minimum of 20 feet unobstructed line of sight is required for stop-controlled
or uncontrolled intersections.
EXHIBIT D
Parking analysis for West Avenue North Page 5 of 15
October 2023
• A minimum of 30 feet is required for an approach road to a signalized
intersection.
Motorist Safety
The detail below is 10-23 from the public works manual. It depicts a sight distance
triangle of 15’x15’ as measured from edge of pavement to edge of pavement. This
provides safety for motorists entering and exiting driveways as it provides a clear line of
sight of oncoming traffic.
The details below are 10-26 and 10-27 from the public works manual. They state that no
planting or structure is allowed within 55’ of the edge of pavement at an intersection.
EXHIBIT D
Parking analysis for West Avenue North Page 6 of 15
October 2023
2.1.4 FLHSMV
Pedestrian safety
Florida statute 316.1945: prohibits standing or parking a vehicle, whether occupied or
not, except momentarily to pick up or discharge a passenger or passengers:
• In front of a public or private driveway
• Within 20 feet of a crosswalk at an intersection
• Within 30 feet upon the approach to any flashing signal, stop sign, or traffic
control signal located at the side of a roadway
Motorist Safety
FLHSMV does not have specific requirements that dictate motorist safety as it relates to
parking spaces.
2.2 Parking Space size
Parallel parking spaces are to be 22 feet long with the exception of the two parking spaces
at the ends of a bay which are to be 20 feet long. The City has approved the use of areas
that do not meet these requirements to provide motorcycle or scooter parking spaces of 5
feet in length, so long as the regulatory agency requirements listed above allow for it.
EXHIBIT D
Parking analysis for West Avenue North Page 7 of 15
October 2023
2.3 Split pedestrian ramps
The City has dictated that all pedestrian ramps should be split where possible to provide
directional ramps at every crosswalk. The ability to split pedestrian ramps is limited by
driveways near intersections. By splitting pedestrian ramps, the individual ramps, and
resulting crosswalks, must be further from the intersection to provide space for the two
ramps where there was originally one. As described in the section above, both CMB and
MDC require either 20 feet or 30 feet, depending on the traffic control conditions, of no
parking from a crosswalk. The implementation of these split ped ramps and their impact
on parking were analyzed and recorded as part of this report. All curb ramps were
designed to conform with current City of Miami Beach Public Works Manual requirements
but in some cases allowed to conform to the requirements of the 2016 version. The
relevant details include details 10-10 through 10-16 of the current manual or RS9 through
RS15 of the 2016 version. The ramp specifications include, but are not limited to,
maximum slopes, full curb height between separated ramps, landing areas at top of ramp
and ramp directions parallel with projected crosswalk alignments.
2.4 Landscaping impact
The landscaping plan was designed in conjunction with the street lighting plan and based
on the direction from the urban forester and Urban forestry master plan which defined
the number and types of trees required to be placed and spacing. By prioritizing parking
spaces, landscaping can be provided only in those areas where parking is not permitted.
This was accounted for based on the landscaping plans dated 11/15/2021 and the
resulting loss of landscaped area and right of way trees was analyzed.
3.0 Analysis Approach
The analysis was performed implementing the regulatory agency requirements and split ped
ramp configuration. As the split ped ramps are a requirement of the city, these were
implemented everywhere possible first and the impacts to parking were noted. The crosswalks
analyzed included all proposed crosswalks at the following intersections:
• West Avenue and 14th Street • West Avenue and 15th street (signalized)
• West Avenue and 15th Terrace • West Avenue and 16th street (signalized)
• West Avenue and Lincoln Road
(signalized)
• Bay Road and 14th Street
• Bay Road and 15th Street • Bay Road and 15th Terrace
• Bay Road and Lincoln Road
Of the various regulatory agency requirements, two were identified as having leniency. The City
of Miami beach requirement of no obstructions within 55’ from the edge of pavement near an
intersection can be overridden by CMB as the owner of the project and roads. The MDC
requirement of no parking within a certain distance from the center of a road at an intersection
EXHIBIT D
Parking analysis for West Avenue North Page 8 of 15
October 2023
has two values associated with it, a minimum and a desirable distance. The DBF held a meeting
with MDC where the use of the minimum value was approved. In order to consider the “best”
and “worst” possible outcomes, as it relates to parking, the analysis was performed under two
different conditions. These are referred to as the Most conservative and the most lenient. The
most conservative option assumes that the CMB requirement has to be followed and the Most
Lenient option assumes that the CMB requirement does not have to be followed. If that
requirement does not need to be followed, the minimum distance for parking near intersections
is strictly limited by the minimum requirement set by MDC, resulting in an increase in parking
spaces. Both the most conservative and most lenient conditions are represented on the
pavement marking plans indicating where parking spaces were either gained or lost when
compared the previous proposed design. Once the analysis of these two conditions was
completed, the landscaping was compared against them to determine where this additional
parking overlaps with landscaped area. This landscaped area contains either existing or
proposed right of way trees that was accounted for as lost due to the replacement of that area
with parking.
4.0 Results
This analysis found that with the reprioritization of the design parameters and having relaxed
regulatory agency requirements applied, parking area can be increased when compared to the
current proposed design. The most conservative approach resulted in 231 parking spaces and 83
motorcycle/scooter spaces which can be seen in detail in Appendix 1. The most lenient
approach resulted in 264 parking spaces and 73 motorcycle/scooter spaces which can be seen in
detail in Appendix 2. The most conservative and most lenient results are presented in the form
of green and red areas marked on the pavement marking plans. These areas indicated parking as
gained or lost respectively. A sample of these exhibits is shown below reflecting the regulatory
agency distance requirements, adjusted crosswalk locations as a result of the split pedestrian
ramps, and green and red marked areas.
Although there was an increase in parking as a result of the revised parameters, the
implementation of split pedestrian ramps did negatively impact the number of parking spaces in
both the most conservative and the most lenient cases. Of the crosswalks analyzed, only two
were unable to be separated throughout the project. This was a result of the crosswalks being
too close to existing driveways. These split pedestrian ramps resulted in approximately 10
parking spaces lost.
It is necessary to note at this stage that a parking study was performed by CWI in May 11, 2022.
This parking study measured the Linear footage of parking currently being used in the project
area and identified how much of that area did not meet regulatory agency requirements. This
total linear footage was then divided by 22 feet per the minimum required length for a parallel
EXHIBIT D
Parking analysis for West Avenue North Page 9 of 15
October 2023
parking space. The perpendicular and angled parking spaces were also counted using a similar
method. This resulted in a total of 350 existing parking spaces, of which 64 were determined to
be noncompliant with regulatory agency requirements. The current proposed pavement
marking plans reflect a loss of 102 parking spaces when compared to the existing parking
spaces. This is largely due to many existing parking spaces being illegal and the design
parameters of this project, including the addition of bike lanes and increased landscaped area.
With any work that is being done in this project area, the 64 noncompliant parking spaces would
have to be removed. These numbers will be referenced further down in the comparison
between existing, current design, and potential design options found in this analysis.
In both conditions, landscaped area and right of way trees were reduced. In the most
conservative condition, 318.7 square yards of landscaped area was lost and 10 right of way trees
were lost. In the most lenient condition, 462.4 square yards of landscaped area was lost and 18
right of way trees were lost.
Flamingo way and 14th terrace were identified as being able to fit additional parking, however,
those streets were previously designed with parking, and it was removed after discussions with
the City. The addition of parking on these streets would result in an additional 17 parking spaces
and 9 motorcycle/scooter in the most conservative condition and 23 parking spaces and 9
motorcycle/scooter in the most lenient condition. They are being shown for consideration in
appendices 3 and 4.
EXHIBIT D
Parking analysis for West Avenue North Page 10 of 15
October 2023
Figure 1 Most Conservative application of regulatory agency requirements
EXHIBIT D
Parking analysis for West Avenue North Page 11 of 15
October 2023
Figure 2 Most Lenient application of regulatory agency requirements
EXHIBIT D
Parking analysis for West Avenue North Page 12 of 15
October 2023
4.1 Parking Impact per Street
The most parking was gained on Bay Road due to the removal of landscape islands and
area that exists today and is provided in the currently proposed plans. The most parking
was lost on Lincoln Road (angled parking). The table below shows a breakdown of each
street and how many parking spaces are available in the current design, the conservative
design, and the lenient design.
Table 1. Street by street breakdown of parking.
EXHIBIT D
Parking analysis for West Avenue North Page 13 of 15
October 2023
4.2 Conclusion and other considerations
Although the City directed the DBF at this time to incorporate split pedestrian ramps and
maintain landscaped area on Flamingo Way and 14th Terrace, it is prudent to show the
impact of all design parameters. This analysis has shown that the most legal parking that
can be achieved in the project area is approximately 297 parking spaces and 82
motorcycle/scooter parking spaces if CMB waives their 55’ offset requirement, flamingo
way and 14th terrace green space is converted into parking spaces, and split ped ramps are
not incorporated. If none of these mechanisms are used to maximize parking, then the
most legal parking that can be achieved is approximately 231 parking spaces and 83
motorcycle/scooter parking spaces. The following table presents options of which
combination of design parameters can be incorporated.
Table 2. Design parameter options.
Options Design Parameters
Option 1 existing configuration with no change
Option 2 Current proposed design
Option 3 CMB 55’ offset required, split ped ramps incorporated
Option 4 CMB 55’ offset required, split ped ramps not incorporated
Option 5 CMB 55’ offset required, split ped ramps incorporated, flamingo way
and 14th terrace green space converted to parking
Option 6 CMB 55’ offset required, split ped ramps not incorporated, flamingo
way and 14th terrace green space converted to parking
Option 7 CMB 55’ offset waived, split ped ramps incorporated
Option 8 CMB 55’ offset waived, flamingo way and 14th terrace green space
converted to parking, split ped ramps incorporated
Option 9 CMB 55’ offset waived, flamingo way and 14th terrace green space
converted to parking, split ped ramps not incorporated
The impacts to parking and landscaping for all of the options described above are shown
in the table below. These options clearly show that the most impactful factors are the 55’
offset requirement by CMB and the Flamingo Way and 14th Terrace parking. The decisions
for these factors lie on the City alone and can greatly effect the outcome of parking in the
project area. The recommendation by the DBF, based on the findings of this analysis and
the direction from the City at this time, is that the conservative approach is the safest
option (option 3 in the table above), and the lenient approach is the most beneficial to the
community (option 7 in the table above). It is our understanding that the area has
historically had restrictive and confined roadways with low speed limits, high pedestrian
and vehicular traffic, and limited sight visibility. Implementing the lenient design will not
EXHIBIT D
Parking analysis for West Avenue North Page 14 of 15
October 2023
have a significant impact to current parking conditions while still providing a betterment
to the current pedestrian safety conditions.
Although this was not taken into account in this report, as it is an analysis of right of way
parking, the pump station site at 1671 West Ave has 61 existing parking spaces and after
this project is completed, it will have 42. This is not reflected in the counts below.
Table 3. Impacts to parking and landscaping per option.
Option
1
Option
2
Option
3
Option
4
Option
5
Option
6
Option
7
Option
8
Option
9
Parking spaces
3501
(286)
2482
231
241
248
258
264
287
297
Motorcycle/
scooter parking
spaces
0
0
83
83
92
92
73
82
82
Change in
landscaped
area (SF)
N/A
N/A
-2868
-2868
-7093
-7093
-4161
-9050
-9050
ROW trees
404
597
587
587
566
566
579
555
555
1. The existing parking count is determined by the CWI parking study from (date) which includes 64 parking
spaces that do not conform to regulatory agency requirements. There are currently 350 parking spaces,
of which 286 are legal parking spaces. This number does not include parking in the 1671 West Avenue
parking lot.
2. Although the current pavement marking plans reflect 250 proposed parking spaces, Comments from MDC
resulted in the loss of 2 spaces.
EXHIBIT D
Parking analysis for West Avenue North Page 15 of 15
October 2023
5.0 References
Owner Document Date
1 MUTCD
Manual on Uniform Traffic Control Devices produced
by the US department of Transportation Federal
Highway Administration
2/20/2019
2 CMB Public Works Public works manual 2016 and 2020
3 Miami-Dade County Miami Dade County Traffic Operations Manual 2015
4 Design Build Team Existing parking study 05/11/2022
EXHIBIT D
Parking analysis for West Avenue North
October 2023
Appendix 1 Exhibit of parking loss/gain – Most Conservative
EXHIBIT D
1
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M
I
T
O
N
L
Y
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
PARKING BY
DISABLED
PERMIT
ONLY
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
TOW-AWAY ZONE
AND FINE
UP TO $250.00
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
2
9
+
4
4
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
5
+
1
6
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
BE
G
I
N
P
R
O
J
E
C
T
PLAN
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1
(24"X30")
R2-1
(24"X30")
R7-1D
(12"X18")
R7-1D
(12"X18")
6" WHITE (TYP.)
6" YELLOW (TYP.)
6" YELLOW 10-30 SKIP (TYP.)R3-17
(24"X18")
R3-17
(24"X18")R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
CONTINUATION SEE SHT. S-9
CONTINUATION
SEE SHT. S-9
CONTINUATION SEE SHT. S-10 CONTINUATION SEE SHT. S-10
CONTINUATION SEE SHT. S-10
6" DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
R7-1L
(12"X18")
FTP-20-6
(12''X18'')
6" WHITE 2' - 4'
SKIP (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-4
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-4
R3-17
(24"X18")
18" YELLOW (TYP.)
R7-1R
(12"X18")
R2-1
(24"X30")
SIGNING AND PAVEMENT MARKING PLAN
N
N
R7-1R
(12"X18")
BIDIRECTIONAL
YELLOW RPM (TYP)
BIDIRECTIONAL
YELLOW RPM @ 20' CC
(TYP.)
BIDIRECTIONAL
RED/WHITE RPM @ 20' CC (TYP.)
BIDIRECTIONAL YELLOW
RPM @ 20' CC (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-3P (18"X6")
R3-2
(30"X30")
R5-1 (30"X30")R1-3P
(18"X6")
R3-1
(30"X30")
18" WHITE @10'
OC (TYP.)PERMIT SET
R1-1
(30"X30")R6-1R (36"X12")
R6-1L (36"X12")
R1-1
(30"X30")
R1-3P
(18"X6")
R1-4 (18"X6")
6" YELLOW (TYP.)
6" DOUBLE YELLOW
(TYP.)
R3-5R
(18"X24")
R3-5R
(18"X24")
BLUE RPM
BLUE RPM
BLUE RPM BLUE RPM
R=16' (TYP.)R=45'R=10'
R=30'
R=16' (TYP.)
R=25'
R=16'
R=
2
8
'
LIMITS OF PAVEMENT MARKINGS
MATCH TO EXISTING MARKINGS.
LIMITS OF
PAVEMENT
MARKINGS MATCH
TO EXISTING
MARKINGS.
LIMITS OF
PAVEMENT
MARKINGS MATCH
TO EXISTING
MARKINGS.
SIGNAL
6" WHITE (TYP.)
R=24'
R1-1
(30"X30")
R1-1
(30"X30")
R5-1 (30"X30")
BIDIRECTIONAL RED/WHITE
RPM @ 40' CC
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
1
2
9
+
4
4
.
0
0
R3-9B
(24''X36'')
R3-9B
(24''X36'')
R3-9CP
(30''X12'')
R3-9DP
(30''X12'')
FTP-20-6
(12''X18'')
FTP-20-6 (12''X18'')FTP-20-6 (12''X18'')
6" WHITE
18" WHITE (TYP.)
6" WHITE W R/W RPM
@20' CC (TYP.)
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
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g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
0
8
:
3
3
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
5
T
H
T
E
R
1
6
T
H
S
T
WEST AVEWEST AVE
S
T
O
P
NOPARKINGANYTIME
NOPARKINGANYTIME BI
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
PA
R
K
I
N
G
1
5
T
H
T
E
R
15
T
H
T
E
R
WEST AVE
W
E
S
T
A
V
E
N
O
T
U
R
N
O
N
R
E
D
E
X
C
E
P
T
B
I
C
Y
C
L
E
S
EX
C
E
P
T
BI
C
Y
C
L
E
S
NO
TU
R
N
ON
RE
D
STOP
1
5
T
H
T
E
R
15
T
H
T
E
R
WEST AVE
W
E
S
T
A
V
E
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
PARKING BY
DISABLED
PERMIT
ONLY PARKING BY
DISABLED
PERMIT
ONLYTOW-AWAY ZONE
AND FINE
UP TO $250.00
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
TOW-AWAY ZONE
AND FINE
UP TO $250.00
SP
E
E
D
LI
M
I
T
30
WEST AVE
WEST AVE
L
I
N
C
O
L
N
R
D
E
E
CL BL
NOPARKINGANYTIME BI
K
E
L
A
N
E
ONLY
STOP
BI
K
E
L
A
N
E
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
SP
E
E
D
LI
M
I
T
30
SP
E
E
D
LI
M
I
T
30
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
1
+
1
0
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
4
6" DBL YELLOW (TYP.)
12" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1
(24"X30")
R2-1
(24"X30")
R2-1
(24"X30")
R7-1D (12"X18")
R7-1D
(12"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
6" WHITE (TYP.)
R3-17
(24"X18")
CONTINUATION
SEE SHT. S-11
CONTINUATION SEE SHT. S-11
CONTINUATION SEE SHT. S-12
CONTINUATION SEE SHT. S-12
CONTINUATION SEE SHT. S-13
CONTINUATION SEE SHT. S-14
N
R7-1L
(12"X18")
R7-1L
(12"X18")
24" WHITE (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-5
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-5
SIGNING AND PAVEMENT MARKING PLAN
6" DBL YELLOW (TYP.)
N
BIDIRECTIONAL
YELLOW RPM (TYP.)
6" 10' - 30' SKIP YELLOW (TYP.)6" WHITE 2' - 4' SKIP (TYP.)
6" BLUE (TYP.)
6" WHITE (TYP.)
PERMIT SET
24" WHITE (TYP.)
12" WHITE (TYP.)
2-4" WHITE SKIP
2'-4' YELLOW SKIP
6" WHITE (TYP.)
R3-7bP
(12"X24")
R10-11a
(30"X36")
R3-17
(24"X18")
R10-11a
(30"X36")
R3-7bP
(12"X24")
R3-5R (18"X24")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE
RPM
BLUE
RPM
MATCH TO EXIST MARKINGS
SIGNAL
SIGNAL
FTP-20-6
(12"X18")
R7-1D
(12"X18")
R=16' (TYP.)
R=25'
R=30'
R=16' (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
6'' WHITE 6'' WHITE
R=23'
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
5
+
1
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
1
+
1
0
.
0
0
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
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k
i
n
g
D
i
r
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c
t
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y
\
s
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\
P
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A
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S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
0
:
0
6
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
4
T
H
S
T
1
4
T
H
T
E
R
BAY RD BAY RD
ST
O
P
STOP
BAY RD
B
A
Y
R
D
14
t
h
S
T
R
E
E
T
1
4
t
h
S
T
R
E
E
T
BAY RD
B
A
Y
R
D
14
t
h
T
E
R
R
1
4
t
h
T
E
R
R
S
P
E
E
D
L
I
M
I
T
2
5
SP
E
E
D
LI
M
I
T
25
F
L
A
M
I
N
G
O
W
A
Y
1
5
T
H
S
T
BAY RD BAY RD
STOP
BAY RD
B
A
Y
R
D
FL
A
M
I
N
G
O
W
A
Y
F
L
A
M
I
N
G
O
W
A
Y
STOP
BAY RD
B
A
Y
R
D
15
t
h
S
T
R
E
E
T
1
5
t
h
S
T
R
E
E
T
S
P
E
E
D
L
I
M
I
T
2
5
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
6" WHITE (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" YELLOW 10-30 SKIP
W Y/Y RPM'S @40' SPACING
(TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
CONTINUATION SEE SHEET S-10 CONTINUATION SEE SHEET S-10
CONTINUATION SEE SHT. S-9
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-6
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-6
SIGNING AND PAVEMENT MARKING PLAN
N
N
BIDERECTIONAL YELLOW
R.P.M. (TYP)18" WHITE (TYP.)
PERMIT SET
W11-2 (30"X30")
W16-7P (24"X12")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
6" WHITE (TYP.)
18" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
BIDIRECTIONAL
YELLOW RPM @ 20'
SPACING (TYP.)
R2-1 (24''X30'')
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
.
5
9
+
9
8
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
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r
y
\
s
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n
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g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
1
:
0
6
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
5
T
H
T
E
R
1
6
T
H
S
T
BAY RD BAY RD
1
6
T
H
S
T
STOP STOP
S
T
O
P
NO
OUTLET
H
E
R
E
S
T
O
P
F
O
R
HE
R
E
ST
O
P
FO
R
1
6
T
H
S
T
16
T
H
S
T
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B
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1
5
T
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R
15
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B
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NOPARKINGANYTIME
1
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16
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PARKING BY
DISABLED
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$
2
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TOW-AWAY ZONE
AND FINE
UP TO $250.00
TO
W
-
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W
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Z
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AN
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F
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UP
T
O
$
2
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0
0
BAY RDBAY RD
L
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ALL WAY
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$
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5
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0
PLAN
PLAN
MA
T
C
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6
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+
8
1
.
0
0
CO
N
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A
T
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S
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A
B
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MA
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7
1
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7
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0
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CO
N
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S
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T
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S
-
8
CO
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A
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MA
T
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A
6
5
+
8
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0
0
CO
N
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A
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E
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S
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T
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S
-
6
MA
T
C
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L
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N
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A
5
9
+
9
8
.
0
0
6" WHITE (TYP.)
6" BLUE (TYP.)
6" WHITE (TYP.)
6" DBL YELLOW W Y/Y RPM @ 20' SPACING (TYP.)
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
R1-3P (18"X6")
R2-1
(24"X30")
R2-1
(24"X30")
24" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" WHITE (TYP.)
12" WHITE (TYP.)
6" YELLOW 10-30 SKIP (TYP.)
CONTINUATION SEE SHT. S-11 CONTINUATION SEE SHT. S-12
MATCH LINE STA. 16+77.00
CONTINUATION SEE SHT. S-12
MATCH LINE STA. 119+13.00
CONTINUATION
SEE SHT. S-13
CONTINUATION SEE SHT. S-13
MATCH LINE STA. 320+57.00
CONTINUATION SEE SHT. S-13
MATCH LINE STA. 318+81.59
W14-2
(30"X30")
R1-1 (30"X30")
2-D3-1 (WX12")
2-D3-1 (WX12")
18" WHITE (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-7
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-7
R1-1 (30"X30")
R1-3P (18"X6")
SIGNING AND PAVEMENT MARKING PLAN
N
N
W14-2
(30"X30")
BIDIRECTIONAL
YELLOW RPM (TYP)
BIDIRECTIONAL
YELLOW RPM @
20' CC (TYP)
BIDIRECTIONAL
YELLOW RPM (TYP)BIDIRECTIONAL
YELLOW RPM @ 20' CC
(TYP)
R1-5B
(36"X36")
W11-2 (30"X30")
W16-7P (24"X12")
W11-2
(30"X30")
W16-7
(24"X12")
R1-5B
(36"X36")
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
PERMIT SET
R1-1 (30"X30")
R1-3P (18"X6")
R1-1 (30"X30")
R1-3P (18"X6")
R7-1R
(12"X18")
BLUE RPMBLUE RPM
BLUE RPMBLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
R=10'(TYP.)
R=10'(TYP.)
24' WHITE (TYP.)
R=11'
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
\\
1
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1
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EXHIBIT D
BAY RD
NOPARKINGANYTIME
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
PLAN
CO
N
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A
T
I
O
N
S
E
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S
H
T
.
S
-
7
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-8
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-8
SIGNING AND PAVEMENT MARKING PLAN
N
PERMIT SET
R=10'(TYP.)BLUE RPM
BLUE RPM
MA
T
C
H
L
I
N
E
S
T
A
.
7
1
+
9
7
.
0
0
OM4-1
(18"X18")
R7-1D
(12"X18")
R7-1D
(12"X18")
\\
1
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2
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1
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8
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0
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EXHIBIT D
14TH TER
14TH CTAL
T
O
N
C
T
AL
T
O
N
R
D
ON
E
W
A
Y
1
4
T
H
C
T
14TH CT
AL
T
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T
A
L
T
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N
C
T
STOP
D
O
N
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T
E
N
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A
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ON
E
W
A
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O
N
E
W
A
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AL
T
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C
T
A
L
T
O
N
C
T
14TH CT
1
4
T
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C
Y
S
T
O
P
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N
L
Y
PLAN
PLAN
CO
N
T
I
N
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S
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T
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S
-
6
CO
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-
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MA
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A
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2
1
4
+
8
6
.
0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-9
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-9
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
CO
N
T
I
N
U
A
T
I
O
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S
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S
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T
.
S
-
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MA
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1
1
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+
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1
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0
0
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S
T
A
.
1
1
7
+
1
6
.
0
0
6'' WHITE (TYP.)
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM
@ 20' SPACING
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R3-5R (18''X24'')
6'' YELLOW 10-30
SKIP W Y/Y RPM @
40' SPACING (TYP.)
6'' DBL YELLOW
\\
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EXHIBIT D
15TH ST
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
EN
D
B
E
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F
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L
L
A
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PA
R
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I
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B
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DI
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B
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R
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TO
W
-
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W
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UP
T
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$
2
5
0
.
0
0
15TH STAL
T
O
N
C
T
AL
T
O
N
R
D
N
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A
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I
N
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A
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T
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ON
E
W
A
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1
5
T
H
S
T
15TH ST
AL
T
O
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C
T
A
L
T
O
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C
T
STOP
D
O
N
O
T
E
N
T
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R
O
N
E
W
A
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ON
E
W
A
Y
O
N
E
W
A
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MA
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S
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FU
L
L
L
A
N
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FLAMINGO WAY
PLAN
PLANPLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
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T
S
-
6
CO
N
T
I
N
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A
T
I
O
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S
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S
H
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S
-
6
CO
N
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S
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-
4
CO
N
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-
4
CO
N
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A
T
I
O
N
S
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E
S
H
E
E
T
S
-
4
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-10
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-10
SIGNING AND PAVEMENT MARKING PLAN
NN
N
PERMIT SET
BLUE RPM
BLUE RPM
BLUE RPM
6'' WHITE
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R7-1L (12''X18'')
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
SIGNAL
R6-1R (36"x12")
R6-1L (36"x12")
R3-9DP (30''X12'')
R4-11 (30''X30'')
R3-9CP (30''X12'')
R4-11 (30''X30'')
R4-11 (30''X30'')
R7-1R (12''X18'')
MA
T
C
H
L
I
N
E
S
T
A
.
1
5
+
8
1
.
0
0
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.
1
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+
1
5
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1
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S
T
A
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3
1
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+
1
5
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0
0
FTP-20-6
(12"X18")
\\
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1
5
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EXHIBIT D
15TH TER
NOPARKINGANYTIME
15TH TERAL
T
O
N
C
T
AL
T
O
N
R
D
1
5
T
H
T
E
R
15TH TER
AL
T
O
N
C
T
A
L
T
O
N
C
T
STOP
D
O
N
O
T
E
N
T
E
R
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
AL
T
O
N
C
T
A
L
T
O
N
C
T
15TH CT
1
5
T
H
C
Y
S
T
O
P
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
O
N
L
Y
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-11
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-11
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
BLUE RPM
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
9
+
7
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
5
+
8
1
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
8
+
1
5
.
0
0
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
R6-1R (36"x12")
R6-1L (36"x12")
R7-1L (12"x18")
18'' WHITE
(TYP.)
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
6'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y
RPM @ 20' SPACING
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
18'' WHITE
(TYP.)
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R3-5R (18"X24")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
5
:
3
1
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
16TH ST
16TH ST
NOPARKINGANYTIME
B
I
K
E
L
A
N
E
16TH ST
A
L
T
O
N
C
T
AL
T
O
N
R
D
NOPARKINGANYTIME
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
STOP
1
6
T
H
S
T
16TH ST
AL
T
O
N
C
T
A
L
T
O
N
C
T
D
O
N
O
T
E
N
T
E
R
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
PLAN
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
MA
T
C
H
L
I
N
E
S
T
A
.
2
0
+
9
2
.
0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-12
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-12
SIGNING AND PAVEMENT MARKING PLAN
N
N
N
PERMIT SET
BLUE RPM
BLUE RPM
SIGNAL6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
R7-1D
(12"X18")R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R7-1D
(12"X18")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
9
+
1
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
1
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
7
7
.
0
0
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
6
:
3
0
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
LINCOLN RD
LI
N
C
O
L
N
C
T
L
I
N
C
O
L
N
R
D
LINCOLN RD
LI
N
C
O
L
N
C
T
L
I
N
C
O
L
N
C
T
STOP
A
L
L
W
A
Y
NO
OUTLET LINCOLN RD
LOT 1, BLOCK 41
(P.B. 6 - PG. 114)NOPARKINGANYTIME
LINCOLN TER
PLAN
PLAN PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
MA
T
C
H
L
I
N
E
S
T
A
.
3
1
8
+
9
2
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-13
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-13
SIGNING AND PAVEMENT MARKING PLAN
N
NN
CONTINUATION SEE SHT. S-14
MATCH LINE STA. 00+90.00
PERMIT SET
BLUE RPM
18'' WHITE (TYP.)
6''WHITE (TYP.)
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
0
+
5
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
2
+
9
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
2
1
8
+
3
5
.
0
0
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
W14-2 (30''X30'')
R7-1L (12''X18'')
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6''WHITE (TYP.)
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM
@ 20' SPACING
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
7
:
5
0
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
LINCOLN RDAL
T
O
N
C
T
AL
T
O
N
R
D
LINCOLN RD
OH
E
STOP
AL
T
O
N
C
T
A
L
T
O
N
C
T
D
O
N
O
T
E
N
T
E
R
L
I
N
C
O
L
N
R
D
LINCOLN RD
O
N
E
W
A
Y
ON
L
Y
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
LINCOLN CT LINCOLN CTLINCOLN
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
1
3
SIGNING AND PAVEMENT MARKING PLAN
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-14
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-14
N
N
PERMIT SET
BLUE RPM
BLUE RPM
YELLOW REFLECTIVE PAINT ON
BULLNOSE (TYP.)
MD/Y RPM @ 8" CC ON TOP OF
TRAFFIC SEPARATOR (TYP.)
R=7'
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
4
+
3
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
+
9
0
.
0
0
R6-1R (36"x12")
R6-1L (36"x12")
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
SIGNAL
6'' YELLOW
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
9
:
0
4
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
Parking analysis for West Avenue North
October 2023
Appendix 2 Exhibit of parking loss/gain – Most Lenient
EXHIBIT D
1
4
T
H
S
T
WEST AVE
WEST AVE
1
4
T
H
T
E
R
S
T
O
P
O
N
E
W
A
Y
D
O
N
O
T
E
N
T
E
R
NOPARKINGANYTIME
WEST AVE
W
E
S
T
A
V
E
1
4
t
h
S
T
R
E
E
T
14
t
h
S
T
R
E
E
T
S
T
O
P
ON
E
W
A
Y
A
L
L
W
A
Y
A
L
L
W
A
Y
S
T
O
P
STOP
BI
K
E
L
A
N
E
BI
K
E
L
A
N
E
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
1
4
T
H
T
E
R
14
T
H
T
E
R
WEST AVE
W
E
S
T
A
V
E
ALL WAY
ST
O
P
AL
L
W
A
Y
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
D
O
N
O
T
E
N
T
E
R
EN
D
B
E
G
I
N
ON
L
Y
LA
N
E
CE
N
T
E
R
O
N
L
Y
L
A
N
E
C
E
N
T
E
R
S
P
E
E
D
L
I
M
I
T
3
0
1
4
T
H
C
T
1
5
T
H
S
T
WEST AVEWEST AVE
F
L
A
M
I
N
G
O
W
A
Y
STOP
NOPARKINGANYTIME
BI
K
E
L
A
N
E
BI
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
WEST AVE
W
E
S
T
A
V
E
F
L
A
M
I
N
G
O
W
A
Y
FL
A
M
I
N
G
O
W
A
Y
1
4
T
H
C
T
14
T
H
C
T
WEST AVE
W
E
S
T
A
V
E
S
T
O
P
ONLY
STOP
ONLY
STOP
SP
E
E
D
LI
M
I
T
30
S
P
E
E
D
L
I
M
I
T
3
0
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
PARKING BY
DISABLED
PERMIT
ONLY
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
TOW-AWAY ZONE
AND FINE
UP TO $250.00
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
2
9
+
4
4
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
5
+
1
6
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
BE
G
I
N
P
R
O
J
E
C
T
PLAN
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1
(24"X30")
R2-1
(24"X30")
R7-1D
(12"X18")
R7-1D
(12"X18")
6" WHITE (TYP.)
6" YELLOW (TYP.)
6" YELLOW 10-30 SKIP (TYP.)R3-17
(24"X18")
R3-17
(24"X18")R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
CONTINUATION SEE SHT. S-9
CONTINUATION
SEE SHT. S-9
CONTINUATION SEE SHT. S-10 CONTINUATION SEE SHT. S-10
CONTINUATION SEE SHT. S-10
6" DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
R7-1L
(12"X18")
FTP-20-6
(12''X18'')
6" WHITE 2' - 4'
SKIP (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-4
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-4
R3-17
(24"X18")
18" YELLOW (TYP.)
R7-1R
(12"X18")
R2-1
(24"X30")
SIGNING AND PAVEMENT MARKING PLAN
N
N
R7-1R
(12"X18")
BIDIRECTIONAL
YELLOW RPM (TYP)
BIDIRECTIONAL
YELLOW RPM @ 20' CC
(TYP.)
BIDIRECTIONAL
RED/WHITE RPM @ 20' CC (TYP.)
BIDIRECTIONAL YELLOW
RPM @ 20' CC (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-3P (18"X6")
R3-2
(30"X30")
R5-1 (30"X30")R1-3P
(18"X6")
R3-1
(30"X30")
18" WHITE @10'
OC (TYP.)PERMIT SET
R1-1
(30"X30")R6-1R (36"X12")
R6-1L (36"X12")
R1-1
(30"X30")
R1-3P
(18"X6")
R1-4 (18"X6")
6" YELLOW (TYP.)
6" DOUBLE YELLOW
(TYP.)
R3-5R
(18"X24")
R3-5R
(18"X24")
BLUE RPM
BLUE RPM
BLUE RPM BLUE RPM
R=16' (TYP.)R=45'R=10'
R=30'
R=16' (TYP.)
R=25'
R=16'
R=
2
8
'
LIMITS OF PAVEMENT MARKINGS
MATCH TO EXISTING MARKINGS.
LIMITS OF
PAVEMENT
MARKINGS MATCH
TO EXISTING
MARKINGS.
LIMITS OF
PAVEMENT
MARKINGS MATCH
TO EXISTING
MARKINGS.
SIGNAL
6" WHITE (TYP.)
R=24'
R1-1
(30"X30")
R1-1
(30"X30")
R5-1 (30"X30")
BIDIRECTIONAL RED/WHITE
RPM @ 40' CC
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
1
2
9
+
4
4
.
0
0
R3-9B
(24''X36'')
R3-9B
(24''X36'')
R3-9CP
(30''X12'')
R3-9DP
(30''X12'')
FTP-20-6
(12''X18'')
FTP-20-6 (12''X18'')FTP-20-6 (12''X18'')
6" WHITE
18" WHITE (TYP.)
6" WHITE W R/W RPM
@20' CC (TYP.)
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
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g
D
i
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c
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\
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\
P
L
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S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
0
8
:
3
3
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
5
T
H
T
E
R
1
6
T
H
S
T
WEST AVEWEST AVE
S
T
O
P
NOPARKINGANYTIME
NOPARKINGANYTIME BI
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
PA
R
K
I
N
G
1
5
T
H
T
E
R
15
T
H
T
E
R
WEST AVE
W
E
S
T
A
V
E
N
O
T
U
R
N
O
N
R
E
D
E
X
C
E
P
T
B
I
C
Y
C
L
E
S
EX
C
E
P
T
BI
C
Y
C
L
E
S
NO
TU
R
N
ON
RE
D
STOP
1
5
T
H
T
E
R
15
T
H
T
E
R
WEST AVE
W
E
S
T
A
V
E
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
PARKING BY
DISABLED
PERMIT
ONLY PARKING BY
DISABLED
PERMIT
ONLYTOW-AWAY ZONE
AND FINE
UP TO $250.00
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
TOW-AWAY ZONE
AND FINE
UP TO $250.00
SP
E
E
D
LI
M
I
T
30
WEST AVE
WEST AVE
L
I
N
C
O
L
N
R
D
E
E
CL BL
NOPARKINGANYTIME BI
K
E
L
A
N
E
ONLY
STOP
BI
K
E
L
A
N
E
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
SP
E
E
D
LI
M
I
T
30
SP
E
E
D
LI
M
I
T
30
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
1
+
1
0
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
4
6" DBL YELLOW (TYP.)
12" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1
(24"X30")
R2-1
(24"X30")
R2-1
(24"X30")
R7-1D (12"X18")
R7-1D
(12"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
6" WHITE (TYP.)
R3-17
(24"X18")
CONTINUATION
SEE SHT. S-11
CONTINUATION SEE SHT. S-11
CONTINUATION SEE SHT. S-12
CONTINUATION SEE SHT. S-12
CONTINUATION SEE SHT. S-13
CONTINUATION SEE SHT. S-14
N
R7-1L
(12"X18")
R7-1L
(12"X18")
24" WHITE (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-5
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-5
SIGNING AND PAVEMENT MARKING PLAN
6" DBL YELLOW (TYP.)
N
BIDIRECTIONAL
YELLOW RPM (TYP.)
6" 10' - 30' SKIP YELLOW (TYP.)6" WHITE 2' - 4' SKIP (TYP.)
6" BLUE (TYP.)
6" WHITE (TYP.)
PERMIT SET
24" WHITE (TYP.)
12" WHITE (TYP.)
2-4" WHITE SKIP
2'-4' YELLOW SKIP
6" WHITE (TYP.)
R3-7bP
(12"X24")
R10-11a
(30"X36")
R3-17
(24"X18")
R10-11a
(30"X36")
R3-7bP
(12"X24")
R3-5R (18"X24")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE
RPM
BLUE
RPM
MATCH TO EXIST MARKINGS
SIGNAL
SIGNAL
FTP-20-6
(12"X18")
R7-1D
(12"X18")
R=16' (TYP.)
R=25'
R=30'
R=16' (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
6'' WHITE 6'' WHITE
R=23'
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
5
+
1
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
1
+
1
0
.
0
0
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
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D
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r
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c
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y
\
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\
P
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S
P
0
2
.
D
W
G
,
7
/
1
8
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2
0
2
3
9
:
1
0
:
0
6
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
4
T
H
S
T
1
4
T
H
T
E
R
BAY RD BAY RD
ST
O
P
STOP
BAY RD
B
A
Y
R
D
14
t
h
S
T
R
E
E
T
1
4
t
h
S
T
R
E
E
T
BAY RD
B
A
Y
R
D
14
t
h
T
E
R
R
1
4
t
h
T
E
R
R
S
P
E
E
D
L
I
M
I
T
2
5
SP
E
E
D
LI
M
I
T
25
F
L
A
M
I
N
G
O
W
A
Y
1
5
T
H
S
T
BAY RD BAY RD
STOP
BAY RD
B
A
Y
R
D
FL
A
M
I
N
G
O
W
A
Y
F
L
A
M
I
N
G
O
W
A
Y
STOP
BAY RD
B
A
Y
R
D
15
t
h
S
T
R
E
E
T
1
5
t
h
S
T
R
E
E
T
S
P
E
E
D
L
I
M
I
T
2
5
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
6" WHITE (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" YELLOW 10-30 SKIP
W Y/Y RPM'S @40' SPACING
(TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
CONTINUATION SEE SHEET S-10 CONTINUATION SEE SHEET S-10
CONTINUATION SEE SHT. S-9
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-6
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-6
SIGNING AND PAVEMENT MARKING PLAN
N
N
BIDERECTIONAL YELLOW
R.P.M. (TYP)18" WHITE (TYP.)
PERMIT SET
W11-2 (30"X30")
W16-7P (24"X12")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
6" WHITE (TYP.)
18" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
BIDIRECTIONAL
YELLOW RPM @ 20'
SPACING (TYP.)
R2-1 (24''X30'')
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
.
5
9
+
9
8
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
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y
\
s
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g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
1
:
0
6
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
1
5
T
H
T
E
R
1
6
T
H
S
T
BAY RD BAY RD
1
6
T
H
S
T
STOP STOP
S
T
O
P
NO
OUTLET
H
E
R
E
S
T
O
P
F
O
R
HE
R
E
ST
O
P
FO
R
1
6
T
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1
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15
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B
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NOPARKINGANYTIME
1
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DISABLED
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$
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AND FINE
UP TO $250.00
TO
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UP
T
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BAY RDBAY RD
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MA
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1
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0
0
CO
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CO
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S
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6
MA
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9
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9
8
.
0
0
6" WHITE (TYP.)
6" BLUE (TYP.)
6" WHITE (TYP.)
6" DBL YELLOW W Y/Y RPM @ 20' SPACING (TYP.)
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
R1-3P (18"X6")
R2-1
(24"X30")
R2-1
(24"X30")
24" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" WHITE (TYP.)
12" WHITE (TYP.)
6" YELLOW 10-30 SKIP (TYP.)
CONTINUATION SEE SHT. S-11 CONTINUATION SEE SHT. S-12
MATCH LINE STA. 16+77.00
CONTINUATION SEE SHT. S-12
MATCH LINE STA. 119+13.00
CONTINUATION
SEE SHT. S-13
CONTINUATION SEE SHT. S-13
MATCH LINE STA. 320+57.00
CONTINUATION SEE SHT. S-13
MATCH LINE STA. 318+81.59
W14-2
(30"X30")
R1-1 (30"X30")
2-D3-1 (WX12")
2-D3-1 (WX12")
18" WHITE (TYP.)
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-7
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-7
R1-1 (30"X30")
R1-3P (18"X6")
SIGNING AND PAVEMENT MARKING PLAN
N
N
W14-2
(30"X30")
BIDIRECTIONAL
YELLOW RPM (TYP)
BIDIRECTIONAL
YELLOW RPM @
20' CC (TYP)
BIDIRECTIONAL
YELLOW RPM (TYP)BIDIRECTIONAL
YELLOW RPM @ 20' CC
(TYP)
R1-5B
(36"X36")
W11-2 (30"X30")
W16-7P (24"X12")
W11-2
(30"X30")
W16-7
(24"X12")
R1-5B
(36"X36")
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
PERMIT SET
R1-1 (30"X30")
R1-3P (18"X6")
R1-1 (30"X30")
R1-3P (18"X6")
R7-1R
(12"X18")
BLUE RPMBLUE RPM
BLUE RPMBLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
R=10'(TYP.)
R=10'(TYP.)
24' WHITE (TYP.)
R=11'
R1-1 (30"X30")
2-D3-1 (W X 12")
2-D3-1 (W X 12")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
FTP-20-6
(12"X18")FTP-20-6
(12"X18")
FTP-20-6
(12"X18")
\\
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EXHIBIT D
BAY RD
NOPARKINGANYTIME
N
O
P
A
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K
I
N
G
A
N
Y
T
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PLAN
CO
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S
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S
-
7
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-8
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-8
SIGNING AND PAVEMENT MARKING PLAN
N
PERMIT SET
R=10'(TYP.)BLUE RPM
BLUE RPM
MA
T
C
H
L
I
N
E
S
T
A
.
7
1
+
9
7
.
0
0
OM4-1
(18"X18")
R7-1D
(12"X18")
R7-1D
(12"X18")
\\
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EXHIBIT D
14TH TER
14TH CTAL
T
O
N
C
T
AL
T
O
N
R
D
ON
E
W
A
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1
4
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STOP
D
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14TH CT
1
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PLAN
PLAN
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1
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+
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6
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0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-9
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-9
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
CO
N
T
I
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1
1
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+
1
6
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0
0
6'' WHITE (TYP.)
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM
@ 20' SPACING
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R3-5R (18''X24'')
6'' YELLOW 10-30
SKIP W Y/Y RPM @
40' SPACING (TYP.)
6'' DBL YELLOW
\\
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EXHIBIT D
15TH ST
N
O
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K
I
N
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A
N
Y
T
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EN
D
B
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T
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$
2
5
0
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0
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T
O
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T
AL
T
O
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N
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I
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A
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A
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1
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T
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S
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15TH ST
AL
T
O
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A
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T
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C
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STOP
D
O
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E
N
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W
A
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W
A
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W
A
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MA
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FU
L
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A
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FLAMINGO WAY
PLAN
PLANPLAN
CO
N
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I
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S
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S
H
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S
-
6
CO
N
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-
6
CO
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-
4
CO
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CO
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S
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T
S
-
4
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-10
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-10
SIGNING AND PAVEMENT MARKING PLAN
NN
N
PERMIT SET
BLUE RPM
BLUE RPM
BLUE RPM
6'' WHITE
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R7-1L (12''X18'')
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
SIGNAL
R6-1R (36"x12")
R6-1L (36"x12")
R3-9DP (30''X12'')
R4-11 (30''X30'')
R3-9CP (30''X12'')
R4-11 (30''X30'')
R4-11 (30''X30'')
R7-1R (12''X18'')
MA
T
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S
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A
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1
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(12"X18")
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y
H
a
r
a
r
EXHIBIT D
15TH TER
NOPARKINGANYTIME
15TH TERAL
T
O
N
C
T
AL
T
O
N
R
D
1
5
T
H
T
E
R
15TH TER
AL
T
O
N
C
T
A
L
T
O
N
C
T
STOP
D
O
N
O
T
E
N
T
E
R
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
AL
T
O
N
C
T
A
L
T
O
N
C
T
15TH CT
1
5
T
H
C
Y
S
T
O
P
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
O
N
L
Y
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-11
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-11
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
BLUE RPM
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
9
+
7
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
5
+
8
1
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
4
1
8
+
1
5
.
0
0
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
R6-1R (36"x12")
R6-1L (36"x12")
R7-1L (12"x18")
18'' WHITE
(TYP.)
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
6'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y
RPM @ 20' SPACING
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
18'' WHITE
(TYP.)
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R3-5R (18"X24")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
5
:
3
1
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
16TH ST
16TH ST
NOPARKINGANYTIME
B
I
K
E
L
A
N
E
16TH ST
A
L
T
O
N
C
T
AL
T
O
N
R
D
NOPARKINGANYTIME
B
I
K
E
L
A
N
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
STOP
1
6
T
H
S
T
16TH ST
AL
T
O
N
C
T
A
L
T
O
N
C
T
D
O
N
O
T
E
N
T
E
R
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
PLAN
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
MA
T
C
H
L
I
N
E
S
T
A
.
2
0
+
9
2
.
0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-12
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-12
SIGNING AND PAVEMENT MARKING PLAN
N
N
N
PERMIT SET
BLUE RPM
BLUE RPM
SIGNAL6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING (TYP.)
R7-1D
(12"X18")R3-17
(24"X18")
R3-17
(24"X18")
R3-17
(24"X18")
R7-1D
(12"X18")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
9
+
1
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
1
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
7
7
.
0
0
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
6
:
3
0
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
LINCOLN RD
LI
N
C
O
L
N
C
T
L
I
N
C
O
L
N
R
D
LINCOLN RD
LI
N
C
O
L
N
C
T
L
I
N
C
O
L
N
C
T
STOP
A
L
L
W
A
Y
NO
OUTLET LINCOLN RD
LOT 1, BLOCK 41
(P.B. 6 - PG. 114)NOPARKINGANYTIME
LINCOLN TER
PLAN
PLAN PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
MA
T
C
H
L
I
N
E
S
T
A
.
3
1
8
+
9
2
.
0
0
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-13
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-13
SIGNING AND PAVEMENT MARKING PLAN
N
NN
CONTINUATION SEE SHT. S-14
MATCH LINE STA. 00+90.00
PERMIT SET
BLUE RPM
18'' WHITE (TYP.)
6''WHITE (TYP.)
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
7
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
0
+
5
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
2
+
9
3
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
2
1
8
+
3
5
.
0
0
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
W14-2 (30''X30'')
R7-1L (12''X18'')
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6''WHITE (TYP.)
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM
@ 20' SPACING
6'' YELLOW 10-30 SKIP W Y/Y RPM
@ 40' SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING
6'' DBL YELLOW W Y/Y RPM @ 20'
SPACING
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
7
:
5
0
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
LINCOLN RDAL
T
O
N
C
T
AL
T
O
N
R
D
LINCOLN RD
OH
E
STOP
AL
T
O
N
C
T
A
L
T
O
N
C
T
D
O
N
O
T
E
N
T
E
R
L
I
N
C
O
L
N
R
D
LINCOLN RD
O
N
E
W
A
Y
ON
L
Y
ON
E
W
A
Y
O
N
E
W
A
Y
ON
E
W
A
Y
P
A
R
K
I
N
G
B
Y
D
I
S
A
B
L
E
D
P
E
R
M
I
T
O
N
L
Y
T
O
W
-
A
W
A
Y
Z
O
N
E
A
N
D
F
I
N
E
U
P
T
O
$
2
5
0
.
0
0
LINCOLN CT LINCOLN CTLINCOLN
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
5
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
1
3
SIGNING AND PAVEMENT MARKING PLAN
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-14
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-14
N
N
PERMIT SET
BLUE RPM
BLUE RPM
YELLOW REFLECTIVE PAINT ON
BULLNOSE (TYP.)
MD/Y RPM @ 8" CC ON TOP OF
TRAFFIC SEPARATOR (TYP.)
R=7'
MA
T
C
H
L
I
N
E
S
T
A
.
3
2
4
+
3
6
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
+
9
0
.
0
0
R6-1R (36"x12")
R6-1L (36"x12")
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
SIGNAL
6'' YELLOW
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
r
k
i
n
g
D
i
r
e
c
t
o
r
y
\
s
i
g
n
i
n
g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
9
:
0
4
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
Parking analysis for West Avenue North
October 2023
Appendix 3 Flamingo Way and 14th Terrace – Most
Conservative
EXHIBIT D
1
4
T
H
S
T
1
4
T
H
T
E
R
BAY RD BAY RD
ST
O
P
STOP
BAY RD
B
A
Y
R
D
14
t
h
S
T
R
E
E
T
1
4
t
h
S
T
R
E
E
T
BAY RD
B
A
Y
R
D
14
t
h
T
E
R
R
1
4
t
h
T
E
R
R
S
P
E
E
D
L
I
M
I
T
2
5
SP
E
E
D
LI
M
I
T
25
F
L
A
M
I
N
G
O
W
A
Y
1
5
T
H
S
T
BAY RD BAY RD
STOP
BAY RD
B
A
Y
R
D
FL
A
M
I
N
G
O
W
A
Y
F
L
A
M
I
N
G
O
W
A
Y
STOP
BAY RD
B
A
Y
R
D
15
t
h
S
T
R
E
E
T
1
5
t
h
S
T
R
E
E
T
S
P
E
E
D
L
I
M
I
T
2
5
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
6" WHITE (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" YELLOW 10-30 SKIP
W Y/Y RPM'S @40' SPACING
(TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
CONTINUATION SEE SHEET S-10 CONTINUATION SEE SHEET S-10
CONTINUATION SEE SHT. S-9
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-6
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-6
SIGNING AND PAVEMENT MARKING PLAN
N
N
BIDERECTIONAL YELLOW
R.P.M. (TYP)18" WHITE (TYP.)
PERMIT SET
W11-2 (30"X30")
W16-7P (24"X12")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
6" WHITE (TYP.)
18" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
BIDIRECTIONAL
YELLOW RPM @ 20'
SPACING (TYP.)
R2-1 (24''X30'')
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
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W
MA
T
C
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9
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S
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5
4
+
0
0
.
0
0
FTP-20-6
(12"X18")
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6
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EXHIBIT D
14TH TER
14TH CTAL
T
O
N
C
T
AL
T
O
N
R
D
ON
E
W
A
Y
1
4
T
H
C
T
14TH CT
AL
T
O
N
C
T
A
L
T
O
N
C
T
STOP
D
O
N
O
T
E
N
T
E
R
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
AL
T
O
N
C
T
A
L
T
O
N
C
T
14TH CT
1
4
T
H
C
Y
S
T
O
P
O
N
L
Y
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
4
MA
T
C
H
L
I
N
E
S
T
A
.
2
1
4
+
8
6
.
0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-9
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-9
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
4
MA
T
C
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L
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N
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S
T
A
.
1
1
4
+
8
1
.
0
0
MA
T
C
H
L
I
N
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S
T
A
.
1
1
7
+
1
6
.
0
0
6'' WHITE (TYP.)
18'' WHITE (TYP.)
6'' DBL YELLOW W Y/Y RPM
@ 20' SPACING
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R3-5R (18''X24'')
6'' YELLOW 10-30
SKIP W Y/Y RPM @
40' SPACING (TYP.)
6'' DBL YELLOW
\\
1
9
2
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1
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8
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0
8
-
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A
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N
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R
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s
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\
W
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k
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D
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EXHIBIT D
15TH ST
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
EN
D
B
E
G
I
N
MA
Y
U
S
E
FU
L
L
L
A
N
E
M
A
Y
U
S
E
F
U
L
L
L
A
N
E
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
15TH STAL
T
O
N
C
T
AL
T
O
N
R
D
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
ON
E
W
A
Y
1
5
T
H
S
T
15TH ST
AL
T
O
N
C
T
A
L
T
O
N
C
T
STOP
D
O
N
O
T
E
N
T
E
R
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
MA
Y
U
S
E
FU
L
L
L
A
N
E
FLAMINGO WAY
PLAN
PLANPLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
E
E
T
S
-
6
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
E
E
T
S
-
6
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
E
E
T
S
-
4
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
E
E
T
S
-
4
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
E
E
T
S
-
4
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-10
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-10
SIGNING AND PAVEMENT MARKING PLAN
NN
N
PERMIT SET
BLUE RPM
BLUE RPM
BLUE RPM
6'' WHITE
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R7-1L (12''X18'')
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
SIGNAL
R6-1R (36"x12")
R6-1L (36"x12")
R3-9DP (30''X12'')
R4-11 (30''X30'')
R3-9CP (30''X12'')
R4-11 (30''X30'')
R4-11 (30''X30'')
R7-1R (12''X18'')
MA
T
C
H
L
I
N
E
S
T
A
.
1
5
+
8
1
.
0
0
MA
T
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A
.
1
8
+
1
5
.
0
0
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1
9
+
7
6
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A
.
3
1
4
+
8
1
.
0
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H
L
I
N
E
S
T
A
.
3
1
7
+
1
5
.
0
0
FTP-20-6
(12"X18")
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8
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N
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D
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h
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H
a
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a
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EXHIBIT D
Parking analysis for West Avenue North
October 2023
Appendix 4 Flamingo Way and 14th Terrace – Most Lenient
EXHIBIT D
1
4
T
H
S
T
1
4
T
H
T
E
R
BAY RD BAY RD
ST
O
P
STOP
BAY RD
B
A
Y
R
D
14
t
h
S
T
R
E
E
T
1
4
t
h
S
T
R
E
E
T
BAY RD
B
A
Y
R
D
14
t
h
T
E
R
R
1
4
t
h
T
E
R
R
S
P
E
E
D
L
I
M
I
T
2
5
SP
E
E
D
LI
M
I
T
25
F
L
A
M
I
N
G
O
W
A
Y
1
5
T
H
S
T
BAY RD BAY RD
STOP
BAY RD
B
A
Y
R
D
FL
A
M
I
N
G
O
W
A
Y
F
L
A
M
I
N
G
O
W
A
Y
STOP
BAY RD
B
A
Y
R
D
15
t
h
S
T
R
E
E
T
1
5
t
h
S
T
R
E
E
T
S
P
E
E
D
L
I
M
I
T
2
5
PA
R
K
I
N
G
B
Y
DI
S
A
B
L
E
D
PE
R
M
I
T
ON
L
Y
TO
W
-
A
W
A
Y
Z
O
N
E
AN
D
F
I
N
E
UP
T
O
$
2
5
0
.
0
0
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
A
B
O
V
E
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
6" WHITE (TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
6" YELLOW 10-30 SKIP
W Y/Y RPM'S @40' SPACING
(TYP.)
24" WHITE (TYP.)
12" WHITE (TYP.)
6" DBL YELLOW (TYP.)
CONTINUATION SEE SHEET S-10 CONTINUATION SEE SHEET S-10
CONTINUATION SEE SHT. S-9
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-6
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-6
SIGNING AND PAVEMENT MARKING PLAN
N
N
BIDERECTIONAL YELLOW
R.P.M. (TYP)18" WHITE (TYP.)
PERMIT SET
W11-2 (30"X30")
W16-7P (24"X12")
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
BLUE RPM
6" WHITE (TYP.)
18" WHITE (TYP.)
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
BIDIRECTIONAL
YELLOW RPM @ 20'
SPACING (TYP.)
R2-1 (24''X30'')
R2-1 (24''X30'')
R1-1 (30"X30")
2 D3-1 (WX12")
2 D3-1 (WX12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
.
5
9
+
9
8
.
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
5
4
+
0
0
.
0
0
FTP-20-6
(12"X18")
\\
1
9
2
.
1
6
8
.
0
.
1
5
\
P
r
o
j
e
c
t
s
\
S
e
r
v
e
r
0
2
3
\
p
r
o
j
e
c
t
s
\
0
2
3
0
8
-
W
e
s
t
A
v
e
N
o
r
t
h
R
e
s
t
a
r
t
\
W
o
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k
i
n
g
D
i
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e
c
t
o
r
y
\
s
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n
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g
\
P
L
A
N
S
P
0
2
.
D
W
G
,
7
/
1
8
/
2
0
2
3
9
:
1
1
:
0
6
A
M
,
S
h
e
l
l
y
H
a
r
a
r
EXHIBIT D
14TH TER
14TH CTAL
T
O
N
C
T
AL
T
O
N
R
D
ON
E
W
A
Y
1
4
T
H
C
T
14TH CT
AL
T
O
N
C
T
A
L
T
O
N
C
T
STOP
D
O
N
O
T
E
N
T
E
R
O
N
E
W
A
Y
ON
E
W
A
Y
O
N
E
W
A
Y
AL
T
O
N
C
T
A
L
T
O
N
C
T
14TH CT
1
4
T
H
C
Y
S
T
O
P
O
N
L
Y
PLAN
PLAN
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
6
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
-
4
MA
T
C
H
L
I
N
E
S
T
A
.
2
1
4
+
8
6
.
0
0
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-9
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-9
SIGNING AND PAVEMENT MARKING PLAN
N
N
PERMIT SET
BLUE RPM
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R6-1R (36"x12")
R6-1L (36"x12")
CO
N
T
I
N
U
A
T
I
O
N
S
E
E
S
H
T
.
S
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EXHIBIT D
15TH ST
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-
4
APP'D. BYREVISIONDATENO.
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139
DESIGN ENGINEER:
DRAWN BY:
SCALE:
CHECKER:
ENGINEER OF RECORD:
CITY MANAGER:
ENG. OF RECORD:
CITY ENGINEER:
Work Order:Page:Field Book:
Drawing:Sheet:Date:
File Name:
Survey Reference:PW DIRECTOR:
PLANSP02
2016 - 091-KB WEST AVE PHASE II IMPROVEMENTS
NORTH OF 14TH STREET
2016-091-KB
AS NOTED
ALINA T. HUDAK
S-10
Civil Works, Inc.
Consulting Engineers CA 07528
8491 N.W. 17th Street, Suite 108
Doral, FL 33126 (305)591-4323
JOSE GOMEZ, P.E.
CRISTINA ORTEGA, P.E.
S-10
SIGNING AND PAVEMENT MARKING PLAN
NN
N
PERMIT SET
BLUE RPM
BLUE RPM
BLUE RPM
6'' WHITE
18'' WHITE (TYP.)
R6-1R (36"x12")
R6-1L (36"x12")
2 D3-1 (WX12'')
2 D3-1 (WX12'')
R1-1 (30''X30'')
R5-1 (30''X30'')
R7-1L (12''X18'')
6'' DBL YELLOW W
Y/Y RPM @ 20'
SPACING
6'' YELLOW 10-30 SKIP W Y/Y
RPM @ 40' SPACING (TYP.)
SIGNAL
R6-1R (36"x12")
R6-1L (36"x12")
R3-9DP (30''X12'')
R4-11 (30''X30'')
R3-9CP (30''X12'')
R4-11 (30''X30'')
R4-11 (30''X30'')
R7-1R (12''X18'')
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EXHIBIT D