HomeMy Public PortalAbout21-9867 Approving the Final Site Plan for 3805 NW 132nd StreetSponsored by: City Manager
RESOLUTION NO. 21-9867
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF OPA-LOCKA, FLORIDA, APPROVING THE
FINAL SITE PLAN FOR THE CONSTRUCTION AND
OPERATION OF A CONSTRUCTION AND
DEMOLITION WASTE PROCESSING FACILITY ON
THE PROPERTY LOCATED AT 3805 NW 132ND STREET
IDENTIFIED BY FOLIO 08-2129-010-0090, IN THE I-3
ZONING DISTRICT; PROVIDING FOR SCRIVENER'S
ERRORS; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, pursuant to the Code of Ordinances of the City of Opa-Locka and the
City of Opa-Locka's Land Development Regulations, Ordinance 15-31, the City
Commission has the power to approve, approve with conditions or deny any site plan
review request; and
WHEREAS, 3805 NW 132 Street, LLC ("Applicant"), owner of the subject property
located at 3805 NW 132nd Street, Opa-Locka, Florida 33054, requests final site plan
review and approval in order to allow the operation of a Construction and Demolition (C
& D) Material Resource Facility (MRF) at the subject property; and
WHEREAS, the Applicant desires to construct a construction waste processing
facility which will contain a new 50,160 square foot warehouse and a 300 square foot scale
house at NW 37th Avenue; and
WHEREAS, the 198,198 square foot property is bounded by NW 37th Avenue to
the west, by NW 132nd Street to the south, by a C & D MRF to the north, and by railroad
tracks to the east. The entire property is fenced, with controlled access; and
WHEREAS, the proposed facility will receive, segregate, compact, store and load
out C & D material. Companies and vendors will deliver C & D material to the facility
using trucks. The proposed facility will also pick up the material from local areas; and
WHEREAS, the proposed facility will not accept unacceptable waste including
Class I (garbage), infectious waste and hazardous waste; and
WHEREAS, construction waste is generated from construction building and
demolition activities consisting of concrete, tiles, bricks, drywall, asphalt, plastics, C & D
materials, wood, rocks and more. These construction waste materials are often inert and
non -biodegradable, heavy, bulky and overload landfills. Construction waste recycling
and management involves the process and separation of salvaging the recoverable waste
Resolution No. 21-9867
materials for recycling and reuse. The proposed facility is designed to accept
approximately 1,500 cubic yards of material per day; and
WHEREAS, 3805 NW 132 Street, LLC presented their formal application request,
all evidence, documents, and marked exhibits before the Planning & Zoning Board on
November 17, 2020 and the Planning & Zoning Board recommended approval of the Site
Plan by a 5 to 0 vote, pursuant to the City Code of Ordinance and the City Zoning
Regulations; and
WHEREAS, a copy of the Site Plan is attached hereto as Exhibit A.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF OPA-LOCKA, FLORIDA, AS FOLLOWS:
SECTION 1. RECITALS.
The above recitals are true and correct and are incorporated into this Resolution
by reference.
SECTION 2. APPROVAL
Approval of Final Site Plan Approval. The City Commission of the City of Opa-
Locka hereby approves the request for the final site plan approval by 3805 NW 132
Street, LLC. for the construction and demolition waste processing facility on the
property located at 3805 NW 132 Street identified by folio 08-2129-010-0090, in the
I-3 zoning district.
SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re -lettered and corrections of
typographical errors which do not affect the intent may be authorized by the City
Manager, or the City Manager's designee, without need of public hearing, by
filing a corrected or re -codified copy of same with the City Clerk.
SECTION 4. EFFECTIVE DATE.
This Resolution shall, upon adoption, become effective as specified by the City of
Opa-Locka Code of Ordinances and the City of Opa-Locka Charter.
Resolution No. 21-9867
PASSED AND ADOPTED this 26th day of May, 2021.
Matthew A. Pigatt, Mayor
ATTEST:
a Flores, City Clerk
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
P.A.Burnadette
City Attorney
Moved by: Commissioner Davis
Seconded by: Vice Mayor Williams
VOTE: 3-2
Commissioner Taylor YES
Commissioner Burke NO
Commissioner Davis YES
Vice -Mayor Williams NO
Mayor Pigatt YES
Nor 's -Weeks
City of Opa-Locka
Agenda Cover Memo
Department Director:
Gregory Gay
Department Director
Signature:
Finance Director:
FD Signature:
Department
City Manager:
John E. Pate
CM Signature:
Commission Meeting
Date:
4-28-21
Item Type:
(Enter X in box)
Resolution
f' r ' ' ace
Other
X
Fiscal Impact:
(Enter X in box)
Yes
No
Ordinance Reading:
(Enter X in box)
1st Reading
2nd
Reading
X
X
Public Hearing:
(Enter X in box)
Yes
No
Yes
No
X
Funding Source:
Account# :
(Enter Fund
& Dept)
Ex:
PTP
Advertising Requirement:
(Enter X in box)
Yes
No
X
Contract/P.O. Required:
(Enter X in box)
Yes
No
RFP/RFQ/Bi#: N/A
x
Strategic Plan Related
(Enter X in box)
Yes
No
Strategic Plan Priority
Enhance Organizational
Bus. & Economic
Public Safety
Quality of Education
Qual. of Life &
Communcation
Area:
O
Dev
0
E1
City Imag1
Strategic Plan
Obj./Strategy: (list the specific
objective/strategy this item will
address)
X
IN
Sponsor Name
City
Manager
Department: Planning Sr
Community
Development
City Manager
.1
Short Title:
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA,
RECOMMENDING FINAL SITE PLAN APPROVAL FOR THE CONSTRUCTION AND OPERATION
OF A CONSTRUCTION AND DEMOLITION WASTE PROCESSING FACILITY ON THE PROPERTY
LOCATED AT 3805 NW 132 STREET IDENTIFIED BY FOLIO 08-2129-010-0090, IN THE 1-3 ZONING
DISTRICT; PROVIDING FOR AN EFFECTIVE DATE.
Staff Summary:
The Applicant requests final site plan review and approval in order to allow the operation of a
Construction and Demolition (C & D) Material Resource Facility (MRF) at the subject property. The 198,198
square foot property is bounded by NW 37th Avenue to the west, by NW 132nd Street to the south, by a
C & D MRF to the north, and by railroad tracks to the east. The entire property is fenced, with controlled
access. The applicant wishes to construct a construction waste processing facility which will contain a new
50,160 square foot warehouse and a 300 square foot scale house at NW 37th Avenue
BACKGROUND
The proposed facility will receive, segregate, compact, store and load out C Sr D material. Companies and
vendors will deliver C & D material to the facility using trucks. The proposed facility will also pick-up the
material from local areas. The proposed facility will not accept unacceptable waste including Class I
(garbage), infectious waste and hazardous waste. Construction waste is generated from construction
building and demolition activities consisting of concrete, tiles, bricks, drywall, asphalt, plastics, C & D
materials, wood, rocks and more. These construction waste materials are often inert and non -
biodegradable, heavy, bulky and overload landfills. Construction waste recycling and management
involves the process and separation of salvaging the recoverable waste materials for recycling and reuse.
The proposed facility is designed to accept approximately 1,500 cubic yards of material per day.
The scope of the C & D material processing is described below:
• Delivery vehicles enter the facility from NW 132nd Street. The proposed facility personnel
visually inspect the incoming material, weigh the material on a stationary scale and sort the
incoming material into categories inside the Storage/Processing Area in an enclosed
building. After unloading and collecting payment, the delivery vehicles exit the facility.
• The recyclable materials are separated and containerized and taken off -site in trucks.
• The remaining sorted material.
All storage/processing operations will be conducted inside an enclosed building.
Proposed Action:
Staff recommend approval of this Site Plan. The City Commission shall use the following criteria in
making their decision regarding approval or disapproval of a site plan application pending the following
other approvals :
• The development permitted by the application, if granted, conforms to the Comprehensive
Plan; is consistent with applicable area or neighborhood studies or plans, and would serve a
public benefit warranting the granting of the application at the time it is considered.
• The development permitted by the application, if granted, will have a favorable or
unfavorable impact on the economy of the City.
• The development permitted by the application, if granted, will efficiently use or not unduly
burden water, sewer, solid waste disposal, recreation, education or other necessary public
facilities which have been constructed or planned and budgeted for construction.
" T h e d e v e l o p m e n t p e r m i t t e d b y t h e a p p l i c a t i o n , i f g r a n t e d , w i l l e f f i c i e n t l y u s e o r n o t u n d u l y
b u r d e n o r a f f e c t p u b l i c t r a n s p o r t a t i o n f a c i l i t i e s , i n c l u d i n g m a s s t r a n s i t , r o a d s , s t r e e t s a n d
h i g h w a y s w h i c h h a v e b e e n c o n s t r u c t e d o r p l a n n e d a n d b u d g e t e d f o r c o n s t r u c t i o n , a n d i f t h e
d e v e l o p m e n t i s o r w i l l b e a c c e s s i b l e b y p u b l i c o r p r i v a t e r o a d s , s t r e e t s o r h i g h w a y s .
" A l l s i g n a g e s h a l l c o m p l y w i t h t h e C i t y ' s S i g n C o d e O r d i n a n c e n o . 1 5 - 3 1 A r t i c l e X ;
" A l l l a n d s c a p i n g a n d p a r k i n g a r e a s m u s t b e p r o v i d e d a n d m a i n t a i n e d a s s h o w n i n t h e
C o n s t r u c t i o n a n d D e m o l i t i o n ( C & D ) M a t e r i a l R e s o u r c e F a c i l i t y ( M R F ) S i t e P l a n ;
" T r e e s t o b e p l a n t e d 2 5 ' a v g . o c . ;
" A d e q u a t e l a n d s c a p e b u f f e r a r o u n d p a r k i n g a r e a ;
" M a i n t a i n 1 0 0 % t h e u s e , f u n c t i o n , o r a n y r e c o m m e n d a t i o n t h e P l a n n i n g a n d Z o n i n g B o a r d
d e e m n e c e s s a r y t o t h i s C o n s t r u c t i o n a n d D e m o l i t i o n ( C & D ) M a t e r i a l R e s o u r c e F a c i l i t y
( M R F ) s i t e p l a n a n d o r n o t l i m i t e d t o t h e p r o v i s i o n o f s a t i s f y i n g a l l o t h e r c i t y ' s l a n d
d e v e l o p m e n t c o d e p e r t a i n i n g t o t h e s i t e , l a n d s c a p e a n d s t r u c t u r e s ;
" A l l t r a s h & g a r b a g e c o n t a i n e r s s h a l l c o m p l y w i t h t h e C i t y d u m p s t e r e n c l o s u r e r e q u i r e m e n t s ;
" A d d r e s s a l l M i a m i - D a d e C o u n t y ' s i n p u t / r e c o m m e n d a t i o n s a s a p p r o p r i a t e .
A t t a c h m e n t :
S i t e P l a n S t a f f R e p o r t
S i t e P l a n
S i t e P l a n R e s o l u t i o n 1 1 - 1 7 - 2 0
The Opa-locka Planning & Zoning Meeting
P&Z Clerk's Summary Minutes
Virtual P&Z Meeting
Tuesday, November 17, 2020
5:30 P.M.
• CALL TO ORDER:
Chairman Elio Guerrero called the Virtual Planning & Zoning Meeting to order at 5:30 p.m. on
Tuesday, November 17, 2020.
Pursuant to Executive Order No. 20-69, issued by the office of the Governor Ron DeSantis
On March 20, 2020, municipalities may conduct meetings of their governing boards without
Having a quorum of its members present physically or at any specific location, and utilizing
Communications media technology such as telephonic or video conferencing, as provided by
Section 120.54(5)(b) 2, Florida Statutes.
An opportunity was given to the public to email the Planning & Zoning Clerk prior to the
Planning & Zoning Meeting with any questions/comments/concerns on items we will hear on
this evening's P&Z agenda. This meeting is being streamed live at
https://www.youtube.com/user/CityofOpalocka.
Since this is a virtual meeting as authorized by the Governor of the state of Florida, again,
Members of the public wishing to address the P&Z have been offered the opportunity
To do so. Public comments will be included as part of the public record for this virtual
Meeting and will be considered by the P&Z prior to any action taken.
I ROLL CALL:
The Planning & Zoning Board of the City of Opa-locka, Miami -Dade County, met in a special
virtual session on Tuesday, November 17, 2020 at 5:30 p.m. The following members of the
Planning & Zoning Meeting were present: Board Member Germane Barnes, Board Member
Claudienne Hibbert-Smith, Board Member Dawn Mangham, & Board Member Rose Tydus &
Chairman Elio Guerrero.
Also in Attendance were Planning & Community Development Director, Gregory
Gay, Zoning Official, Gerald Lee, City Planner, Corion Delaine, Administrative Assistant,
Kinshannta Hall, and Attorney Pam Booker.
1
II INVOCATION AND PLEDGE: Prayer was led by Board Member Tydus and the Pledge of
Allegiance was stated after the Prayer.
III APPROVAL OF MINUTES: Discussion of Minutes from September 8, 2020 Meeting
Chairman Elio Guerrero asked if a motion could be made to have the minutes approved from
September 8, 2020 meeting.
Board Member Rose Tydus made a motion to approve the minutes. Board Member Dawn
Mangham second the motion.
There being no discussion, the motion passed by a 5-0.
Germane Barnes Yes
Elio Guerrero Yes
Claudienne Hibbert Yes
Dawn Mangham Yes
Rose Tydus Yes
IV. PUBLIC HEARING:
1. APPLICANT NAME: ADMI USA, INC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY OWNER : IDMA HOLDINGS, LLC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY ADDRESS: 13050 NW 30th Avenue, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING VARIANCE REQUEST APPROVAL FOR THE
OPERATION OF A CONCRETE BATCH NG PLANT AND FINISHED CONCRETE
PRODUCTION COMPANY FACILITY ON THE PROPERTY LOCATED AT 13050 NW 30th
Avenue, AND IDENTIFIED BY FOLIO(S) 08-2128-002-0020; 08-2128-002-0030; 08-2128-002-
0040; 08-2128-002-0050; 08-2128-002-0060; 08-2128-002-0090; 08-2128-004-0380; AND 08-
2128-004-0330; IN THE I-2 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE.
Mr. Gay: Items one through four are companion items. As it relates to this project application
they will be doing a presentation for all four items. This site has been long used as an industrial
site. The four items are before you deal with variance, special exception of the site plan,
21 Page
tentative plat which was requested by Miami -Dade County for the site to be replatted and the
fourth item is the developer agreement for the approval of the concrete batching plant. This
application it to update and correct the issues that have occurred at this site for a number of
years. The concrete batching plant is already on the site and is already operational. As a part of
the update a variance information have been applied for a variance to have a public record to
show that they went through the process for the concrete batching plant to operate.
*Attorney Hope Calhoun on behalf of the applicant "ADMI USA, INC" came before the
Planning Zoning Board to present their project via zoom with a power point presentation for
items 1-4 on the agenda.
Attorney Calhoun: This batching plant owned and operated by my client has been in operation
for more than 15 years. It's before you now because we have a new client. My client purchased it
and just want to make sure it's operating and consistent with the current city code. As a result we
have the four applications before you. A special exception is required which is item number 2 on
your agenda. Item one is listed a variance request. We have four items: Variance, Special
Exception, tentative Plat unifying 8 parcels(verify all of the parcels outlined in 1 cohesive plat
and item four the developer agreement. They are all companion items. We have a few variances
to reconsider. The dimensions are mentioned. We need variances to make it in compliance with
the code. Are there any questions?
Board Member Barnes: Prior history of what operated on this site?
Chairman Guerrero: It's in compliance?
Mr. Lee: The zoning district allows this use. They are not in conflict. The variance addresses the
items the Attorney already presented. The reason we are suggesting approval the items were
already on the property. They are complying and they are just updating the process that should
have been addressed. Staff recommends approval.
Public Comments: "No questions were asked from the Public. Public Comments are closed.
Board Member Barnes made a motion to approve item 1 based upon contingent exhibit "A".
Board member Mangham second.
There being no discussion, the motion passed by a 4-0.
Germane Barnes Yes
Claudienne Hibbert N/A (Audio Issues)
Dawn Mangham Yes
Elio Guerrero Yes
Rose Tydus Yes
3IPage
2. APPLICANT NAME: ADMI USA, INC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY OWNER : IDMA HOLDINGS, LLC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY ADDRESS: 13050 NW 30th Avenue, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING SPECIAL EXCEPTION SITE PLAN REVIEW
APPROVAL FOR THE OPERATION OF A CONCRETE BATCHING PLANT AND FINISHED
CONCRETE PRODUCTION COMPANY FACILITY ON THE PROPERTY LOCATED AT
13050 NW 30th Avenue, AND IDENTIFIED BY FOLIO(S) 08-2128-002-0020; 08-2128-002-
0030; 08-2128-002-0040; 08-2128-002-0050; 08-2128-002-0060; 08-2128-002-0090; 08-2128-
004-0380; AND 08-2128-004-0330; IN THE I-2 ZONING DISTRICT; PROVIDING FOR AN
EFFECTIVE DATE.
Mr. Lee: Special Exception/Staff recommends approval.
Board Member Barnes make a motion to approve item 2 based upon contingent to "Exhibit A".
Board member Tydus second the motion.
There being no discussion, the motion passed by a 4-0.
Germane Barnes Yes
Claudienne Hibbert N/A (Audio Issues)
Dawn Mangham Yes
Elio Guerrero Yes
Rose Tydus Yes
41Page
3. APPLICANT NAME: ADMI USA, INC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY OWNER : IDMA HOLDINGS, LLC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY ADDRESS: 13050 NW 30th Avenue, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING TENTATIVE PLAT APPROVAL FOR THE
OPERATION OF A CONCRETE BATCHING PLANT AND FINISHED CONCRETE
PRODUCTION COMPANY FACILITY ON THE PROPERTY LOCATED AT 13050 NW 30th
Avenue, AND IDENTIFIED BY FOLIO(S) 08-2128-002-0020; 08-2128-002-0030; 08-2128-002-
0040; 08-2128-002-0050; 08-2128-002-0060; 08-2128-002-0090; 08-2128-004-0380; AND 08-
2128-004-0330; IN THE 1-2 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE.
Mr. Lee: Tentative Plat/Staff recommends approval.
Board member Barnes made a motion to approve item "3". Board member Tydus second the
motion.
There being no discussion, the motion passed by a 5-0.
Germane Barnes
Claudienne Hibbert
Dawn Mangham
Elio Guerrero
Rose Tydus
Yes
Yes
Yes
Yes
Yes
51 Page
4. APPLICANT NAME: ADMI USA, INC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY OWNER : IDMA HOLDINGS, LLC
13050 NW 30th Avenue,
OPA-LOCKA, FL 33054
PROPERTY ADDRESS: 13050 NW 30th Avenue, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING DEVELOPMENT AGREEMENT APPROVAL FOR
THE OPERATION OF A CONCRETE BATCHING PLANT AND FINISHED CONCRETE
PRODUCTION COMPANY FACILITY ON THE PROPERTY LOCATED AT 13050 NW 30th
Avenue, AND IDENTIFIED BY FOLIO(S) 08-2128-002-0020; 08-2128-002-0030; 08-2128-002-
0040; 08-2128-002-0050; 08-2128-002-0060; 08-2128-002-0090; 08-2128-004-0380; AND 08-
2128-004-0330; IN THE 1-2 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE.
Mr. Lee: Development Agreement/Staff recommends approval.
Board member Tydus moved to approve item "4" and Board member Barnes second the motion.
There being no discussion, the motion passed by a 4-0.
Germane Barnes Yes
Claudienne Hibbert N/A (Audio Issues)
Dawn Mangham Yes
Elio Guerrero Yes
Rose Tydus Yes
61 Page
5. APPLICANT NAME:
PROPERTY OWNER :
PROPERTY ADDRESS:
ARMANDO DE LEON
P.O. BOX 160938
HIALEAH, FL 33016
3805 NW 132" STREET, LLC
3805 NW 132"' STREET,
OPA-LOCKA, FL 33054
3805 NW 132" STREET, OPA-LOCKA, FL 33054
REQUEST:
AN ORDINANCE OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING REZONING REQUEST APPROVAL FOR THE
OPERATION OF A CONSTRUCTION AND DEMOLITION (C&D) MATERIAL RESOURCE
FACILITY (MRF) ON THE PROPERTY LOCATED AT 3805 NW 132,m STREET, AND
IDENTIFIED BY FOLIO 08-2129-010-0090; IN THE I-3 ZONING DISTRICT; PROVIDING
FOR AN EFFECTIVE DATE.
Bala: I don't have a presentation. However; this will take place in an enclosed warehouse
Chairman Guerrero: What is the use?
Bala: A truck parking facility.
Mr. Delaine does a presentation and speaks that they meet the criteria and requirements.
Mr. Delaine: Rezoning request/Staff recommends approval.
Board member Mangham makes a motion to approve item "5". Board member Barnes second the
motion.
There being no discussion, the motion passed by a 4-0.
Germane Barnes Yes
Claudienne Hibbert Yes
Dawn Mangham Yes
Elio Guerrero Yes
71 Page
Rose Tydus N/A (Audio Issues)
6. APPLICANT NAME: ARMANDO DE LEON
P.O. BOX 160938
HIALEAH, FL 33016
PROPERTY OWNER: 3805 NW 132" STREET, LLC
3805 NW 132"" STREET,
OPA-LOCKA, FL 33054
PROPERTY ADDRESS: 3805 NW 132N. STREET, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING SITE PLAN REVIEW REQUEST APPROVAL FOR
THE OPERATION OF A CONSTRUCTION AND DEMOLITION (C&D) MATERIAL
RESOURCE FACILITY (MRF) ON THE PROPERTY LOCATED AT 3805 NW 132N. STREET,
AND IDENTIFIED BY FOLIO 08-2129-010-0090; IN THE I-3 ZONING DISTRICT;
PROVIDING FOR AN EFFECTIVE DATE.
Mr. Delaine: Site Plan approval/Staff recommends approval.
Board member Mangham makes a motion to approve item "6". Board member Barnes second the
motion.
There being no discussion, the motion passed by a 5-0.
Germane Barnes Yes
Claudienne Hibbert Yes
Dawn Mangham Yes
Elio Guerrero Yes
Rose Tydus Yes
81P age
7. APPLICANT NAME:
PROPERTY OWNER :
PROPERTY ADDRESS:
ARMANDO DE LEON
P.O. BOX 160938
HIALEAH, FL 33016
3805 NW 132" STREET, LLC
3805 NW 132" STREET,
OPA-LOCKA, FL 33054
3805 NW 132N. STREET, OPA-LOCKA, FL 33054
REQUEST:
A RESOLUTION OF THE PLANNING & ZONING BOARD OF THE CITY OF OPA-
LOCKA, FLORIDA, RECOMMENDING DEVELOPMENT AGREEMENT APPROVAL FOR
THE OPERATION OF A CONSTRUCTION AND DEMOLITION (C&D) MATERIAL
RESOURCE FACILITY (MRF) ON THE PROPERTY LOCATED AT 3805 NW 132— STREET,
AND IDENTIFIED BY FOLIO 08-2129-010-0090; IN THE 1-3 ZONING DISTRICT;
PROVIDING FOR AN EFFECTIVE DATE.
Mr. Delaine: Development Agreement/Staff recommends approval.
Board Member Mangham move to approve item "7". Board member Tydus second the motion.
There being no discussion, the motion passed by a 4-1.
Germane Barnes
Claudienne Hibbert
Dawn Mangham
Elio Guerrero
Rose Tydus
No
Yes
Yes
Yes
Yes
9IPage
Chairman Guerrero: Any questions board members for the applicant?
(There was 1 Public Comment) Listed Below:
Subject: C and D Resource Facility planned for 3805 NW 132nd Street
My name is Larry Olesky. I am the owner of 13195 NW 38th Avenue. The property to the south
of the above subject property. I have the following questions and concerns about the effects of
the Operations of A, C and D to the neighboring properties.
What type of construction material will be processed and how will it be processed?
Will the material be asbestos free and how will this be monitored?
Will the material be lead free and how will this be monitored?
Will the process be compacting, compressing and/or pulverizing?
Will the process be noisy?
Will the process pollute the air and ground water with dust?
What tonnage do you anticipate processing in a year?
What will be the effects on local traffic?
A major concern is the erosion and flooding of 38th Avenue directly in front of my property and
the only entrance and exit to the 3805 property. When this area floods (which is often), getting
in and out of this area is extremely dangerous. It is common to see abandoned cars sitting in
the street that has been flooded.
Any zoning approvals for this area should be directly tied to Road and Sewer Repairs prior to
increased industrialization.
This proposed process will require daily, multiple trucks bringing material to the site and
multiple trucks leaving the facility with the processed material.
I would appreciate my concerns and recommendations being considered for the sake, safety and
respect of the neighborhood.
Thank you for your consideration, Larry Olesky
101 Page
*Ba1a/Applicant: The applicant spoke on all of the questions and stated on the
record that this project would not bring conflict to any businesses. They will follow
guidelines and be in compliance.
STAFF UPDATE
VI ADJOURNMENT
Chairman Elio Guerrero adjourned the meeting.
Submitted by
Kinshannta Hall
Planning & Zoning Clerk
ATTEST:
Elio Guerrero
Chairman
111 Page
Level 1 Traffic Study
Recycling Facility at Opa-Locka
3805 NW 132nd Street
Opa-Locka, Florida
KA
Richard Garcia & Associates, Inc.
May 17th, 2021
Recycling Facility at Opa-Locka Level 1 Traffic Study
Engineer's Certification
I, Richard Garcia, P.E. # 54886, certify that I currently hold an active Professional
Engineers License in the State of Florida and am competent through education
and experience to provide engineering services in the civil and traffic engineering
disciplines contained in this report. In addition, the firm Richard Garcia &
Associates, Inc. holds a Certificate of Authorization # 9592 in the State of Florida. I
further certify that this report was prepared by me or under my responsible charge
as defined in Chapter 61G15-18.001 F.A.C. and that all statements, conclusions and
recommendations made herein are true and correct to the best of my knowledge
and ability.
PROJECT DESCRIPTION: Recycling Facility at Opa-Locka -
Level 1 Traffic Study
PROJECT LOCATION: 3805 NW 132nd Street
Opa-Locka, Florida
\\`\0C OGRE GARc/q /0��
71
86
X=
•t 71 F1202
�Tq51 C
Florida Registration No. 548 �'�•. �aR�o�D �
''1ONAt''��'
EuRICHARD GARCIA & ASSOCIATES, INC.
Page ii
Recycling Facility at Opa-Locka Level 1 Traffic Study
TABLE OF CONTENTS
Engineer's Certification ii
Executive Summary 1
Introduction 2
Project Location / Description 2
Project Traffic 4
Trip Generation 4
Trip Distribution 5
Conclusion 8
LIST OF FIGURES
Figure 1: Location Map 2
Figure 2: Site Plan 3
Figure 3: TAZ Map 5
Figure 4: Driveway Trips - AM & PM Peak Hour 7
LIST OF TABLES
Table 1: Trip Generation - AM Peak Hour 4
Table 2: Trip Generation - PM Peak Hour 4
Table 3: Directional Trip Distribution Percentages 6
Table 4: Directional Trip Distribution 6
APPENDICES
Appendix 1: Trip Generation
Appendix 2: Trip Distribution & Driveway Trips
KARICHARD GARCIA & ASSOCIATES, INC. Page III
Recycling Facility at Opa-Locka Level 1 Traffic Study
Executive Summary
The objective of this report is to evaluate the trip generation associated with the
subject project. As such, a trip generation analysis was performed for a typical
weekday AM and PM peak hour (i.e. Adjacent Street Traffic). Lastly, this report
follows the Miami -Dade County Traffic Impact Study Standard methodology (Level
1).
The subject site is located on the northeast corner of NW 42/37 Avenue Connector
and NW 132nd Street in the City of Opa-Locka, Florida. This site currently has a truck
equipment repair facility with an administrative office that will remain as part of the
proposed project. The proposed project consists of a recycling facility (general
light industrial) with 43,904 square feet. This project build -out year is slated for 2022.
Moreover, the subject project will maintain the two (2) existing driveways on NW
132nd Street. The east driveway will operate as the entrance while the west
driveway will be exit only.
The trip generation analysis was performed consistent with the methodology
described in the Institute of Transportation Engineers (ITE) Trip Generation
Handbook, 3rd Edition while the trip generation characteristics were obtained from
ITE's Trip Generation Manual, 10th Edition. ITE's Land Use 110, as identified by the
Institute of Transportation Engineers (ITE), most closely resembles the proposed
project. The trip generation analysis was performed for a typical AM and PM peak
hour (i.e. Adjacent Street Traffic).
As a result, the trip generation calculations yielded 31 gross external trips (27 trips -in
& 4 trips -out) during the AM peak hour and 28 gross external trips (4 trips -in & 24
trips -out) during the PM peak hour. The gross external peak hour trips were
distributed consistent with the directional trip distribution percentages for the
project's Traffic Analysis Zone (TAZ) 273 as assigned by the Transportation Planning
Organization (TPO) on the Miami -Dade Long Range Transportation Plan (2045 LRTP)
Directional Trip Distribution Report, September 2019.
In conclusion, the Recycling Facility at Opa-Locka will generate 31 gross external
trips during the AM peak hour and 28 gross external trips during the PM peak hour.
These gross trips will have a de-minimis traffic impact at the adjacent roadways and
therefore, no additional traffic analysis is required or recommended at this time.
Kla
RICHARD GARCIA & ASSOCIATES, INC. Page 1
Recycling Facility at Opa-Locka Level 1 Traffic Study
Introduction
The purpose of this report is to evaluate the trip generation associated with the
proposed commercial center. As such, a trip generation analysis was performed
for a typical weekday AM and PM peak hour (i.e. Adjacent Street Traffic). Lastly,
this report follows the Miami -Dade County Traffic Impact Study Standard
methodology (Level 1).
Project Location / Description
The subject site is located on the northeast corner of NW 42/37 Avenue Connector
and NW 132nd Street in the City of Opa-Locka, Florida. This site currently has a truck
equipment repair facility with an administrative office that will remain as part of the
proposed project. The proposed project consists of a recycling facility (general
light industrial) with 43,904 square feet. This project build -out year is slated for 2022.
Moreover, the subject project will maintain the two (2) existing driveways on NW
132nd Street. The east driveway will operate as the entrance while the west
driveway will be exit only. Figure 1 depicts the site's location map while Figure 2 is
the site plan provided for illustrative purposes only.
Figure 1: Location Map
KARICHARD GARCIA & ASSOCIATES, INC.
Page 2
RICHA RD GARCIA & A SSOCIATES, INC.
C4
N
0.
N
(E) Admmstraf
Office
on
Fr
ry
0 1
(E) Tru ck
Equipment
Repair
Parking
M
proposed
° Parking°
orsrc* mc�
°
i..11111. 1115.).
I�
pricpo°ed Tru4
Parking
�.e
SCALE
NW 42/37 Avenue Conn ector
propos ed SCALE
HOUSE
1 I
:
SEABOARD COASTLINE
RAILROAD RIGHT OF WAY
43 .904 sq ft
STRUCTURE
LL[rlL:: II LIL33-f:
uoid a}IS :Z a1n6lj
9 r
1
0
0
1
(D
CD
Pn4S OW pal
Recycling Facility at Opa-Locka Level 1 Traffic Study
Project Traffic
This section of the report describes the analysis for estimating the trip generation
associated with the subject project.
Trip Generation
The trip generation analysis was performed consistent with the
methodology described in the Institute of Transportation Engineers
(ITE) Trip Generation Handbook, 3rd Edition while the trip generation
characteristics were obtained from ITE's Trip Generation Manual, 10th
Edition. ITE's Land Use 110, as identified by the Institute of
Transportation Engineers (ITE), most closely resembles the proposed
project. The trip generation analysis was performed for a typical AM and PM peak
hour (i.e. Adjacent Street Traffic).
As a result, the trip generation calculations yielded 31 gross external trips (27 trips -in
& 4 trips -out) during the AM peak hour and 28 gross external trips (4 trips -in & 24
trips -out) during the PM peak hour. The ITE rates and percentages for the AM and
PM peak hour are included in Appendix 1. Tables 1 and 2 summarize the trip
generation calculations and results for the AM and PM peak hour, respectively.
Table 1: Trip Generation - AM Peak Hour
LAND USE (LU)
UNITS
ITE LU
CODE
ITE TRIP
GENERATION
RATE
AM PEAK HOUR TRIPS
IN
OUT
TOTAL
Proposed
General Light Industrial (Recycling Facility)
43.904 Th.SF.
110
0.70
27
4
31
External Trips (Proposed Site Gross Trips)
27
4
31
Notes:
Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition.
Th.SF.= 1,000 Square Feet
Table 2: Trip Generation - PM Peak Hour
LAND USE (LU)
UNITS
ITE LU
CODE
ITE TRIP
GENERATION
RATE
c '' 1 '
IN
OUT
TOTAL
Proposed
General Light Industrial (Recycling Facility)
43.904 Th.SF.
110
0.63
4
24
28
External Trips (Proposed Site Gross Trips)
4
24
28
Notes:
Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition.
Th.SF.= 1,000 Square Feet
RSARICHARD GARCIA & ASSOCIATES, INC.
Page 4
Recycling Facility at Opa-Locka Level 1 Traffic Study
Trip Distribution
The subject project is located within the Traffic Analysis Zone (TAZ) 273 as assigned
by the Transportation Planning Organization (TPO) on the Miami -Dade Long Range
Transportation Plan (2045 LRTP) Directional Trip Distribution Report, September 2019.
As such, the trip distribution was performed consistent with the trip distribution
percentages of TAZ 273 and by interpolating between the 2015 and 2045 TAZ data
for the design year of 2022. Figure 3 depicts the TAZ map while the directional trip
distribution percentages are outlined in Table 3. Appendix 2 contains the
supporting documentation.
Figure 3: TAZ Map
165
W 135 Street
275 1
0
a
255
256
257
Projects
Location
258
273
272
253
254
274
271
259
262
270 265
CIKARICHARD GARCIA & ASSOCIATES, INC. Page 5
Recycling Facility at Opa-Locka Level 1 Traffic Study
Table 3: Directional Trip Distribution Percentages
DIRECTION
DISTRIBUTION PERCENTAGES (%)
MIAMI-DADE LRTP MODEL YEAR
DESIGN YEAR
2015
2045
2022
NNE
17.40
14.80
16.79
ENE
17.30
16.00
17.00
ESE
7.90
6.00
7.46
SSE
12.10
14.50
12.66
SSW
18.00
17.30
17.84
WSW
8.80
11.30
9.38
WNW
6.20
7.50
6.50
NNW
12.30
12.60
12.37
TOTAL
100.00
100.00
100.00
Additionally, the net external trips have been further distributed into the four
quadrants: North, South, East and West. Table 4 contains the directional trip
distribution for the AM and PM peak hour while Figure 4 depicts the driveway trips
for the AM and PM peak hour.
Table 4: Directional Trip Distribution
DIRECTION
DISTRIBUTION (X)
DESIGN YEAR
DIRECTION
DISTRMUTION
AM PEAK HOUR TRIPS
PM PEAK HOUR TRIPS
IN
OUT
TOTAL
IN
OUT
TOTAL
NNE
ENE
ESE
SSE
SSW
WSW
WNW
NNW
16.79
17.00
7.46
12.66
17.84
9.38
6.50
12.37
NORTH
EAST
SOUTH
WEST
29.16%
24.45%
30.50%
15.89%
8
7
8
4
1
1
2
0
9
8
10
4
1
1
2
0
7
6
7
4
8
7
9
4
TOTAL
100.00
100.00%
27
4
31
4
24
28
KARICHARD GARCIA & ASSOCIATES, INC. Page 6
Recycling Facility at Opa-Locka
Figure 4: Driveway Trips - AM & PM Peak Hour
O
E
4
951 TJ '�X
NW 132 Stroet is QNx !N N _
- - 27(4)
Driveways Peak HourTrips AM (PM)
AM: Total = 31 vph (27 Trips -In, 4 Trips -Out)
PM: Total = 28 vph (4 Trips -In, 24 Trips -Out)
Level 1 Traffic Study
a -e
na -N, 4A
e V.A.
i-A
` J a..
1 x
r 1
r
Kr1 RICHARD GARCIA & ASSOCIATES, INC. Page 7
Recycling Facility at Opa-Locka Level 1 Traffic Study
Conclusion
In conclusion, the Recycling Facility at Opa-Locka will generate 31 gross external
trips during the AM peak hour and 28 gross external trips during the PM peak hour.
These gross trips will have a de-minimis traffic impact at the adjacent roadways and
therefore, no additional traffic analysis is required or recommended at this time.
KARICHARD GARCIA & ASSOCIATES, INC. Page 8
Recycling Facility at Opa-Locka Level 1 Traffic Study
Appendix 1: Trip Generation
6
6
6
0
[Ka
RICHARD GARCIA &ASSOCIATES, INC. Appendix - 1 -
TABLE: Al
TRIP GENERATION ANALYSIS
AM PE AK HOUR
Project Name: Recycling Facility
LAND USE (LU)
UNITS
ITE LU
CODE
ITE TRIP
GENERATION
RATE
AM PEAK HOUR TRIPS
%
IN
%
OUT
TOTAL
Proposed
General Light Industrial (Re cycling Facility)
43. 904 Th.SF.
110
0.70
88%
27
12%
4
31
External Trips (Proposed Site Gross Trips)
88 %
27
12%
4
31
Note s:
Sources: ITE Trip Gen eration, 10th Edition & 1TE Trip Gen eration Handbook, 3rd Editio n.
Th.SF.= 1,000 Square Feet
T ABLE: A2
TRIP GENERATION ANALYSIS
PM PEAK HOUR
Project Name: Recycling Facility
LAND USE (LU)
UNITS
ITE LU
CODE
ITE TRIP
GENERATION
RATE
°/0
IN
°/U
OUT
TOTAL
Proposed
General Light Industrial (Recycling Facility)
43.904 Th.SF.
110
0 .63
13 %
4
87%
24
28
External Trips (P roposed Site Gross Trips)
13 %
4
87 %
24
28
Notes:
Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition.
Th.SF.= 1,000 Square Feet
General Light Industrial
(110)
Vehicle Trip Ends vs:
On a:
Setting/Location:
'i CJC11 v 1 � �i Ft_
�_ L
-ectIone.1 DisIttution.
1000 Sq. Ft. GFA
Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
General Urban/Suburban
/.5
Vehicle Trip Genere. lon per 1000 Eq. Ft. GFA
Data Plot and Equation
iteMEW
Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100-199) 3
General Light Industrial
(110)
Vehicle Trip Ends vs:
On a:
Setting/Location:
Number of Studies:
1000 Sq. Ft. GFA:
Directional Distribution:
1000 Sq. Ft. GFA
Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
General Urban/Suburban
44
67
13% entering, 87% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate
0.63
Data Plot and Equation
Range of Rates
0.07 - 7.02
Standard Deviation
0.68
aa
c
w
c
H
400
300
200
100
100 200
X= 1000 Sq. Ft. GFA
X Study Site
Fitted Curve Equation: Ln(T) = 0.69 Ln(X) + 0.43
Fitted Curve
300
- Average Rate
Rz= 0.52
40
4 Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100-199)
mor
Recycling Facility at Opa-Locka Level 1 Traffic Study
kiiso
Appendix 2: Trip Distribution & Driveway Trips
KA, RICHARD GARCIA & ASSOCIATES, INC. Appendix - 2 -
t 't k s ( * tt
DRIVEWAYS PEAK HOUR TRIPS
Project Name: Recycling Facility
Ili
II
of
na
-rte
O
E
W
2'
c0
0
NW 132 Street is of ZS W'S - -
27 (4)
Driveways Peak Ho urTrips AM (PM )
AM : Total = 31 vph (27 Trips -In, 4 Trips -Out)
PM: To tal = 28 v ph (4 Trips -In, 24 Trips -Out)
o=_
R!
TABLE i.3
io
Cardinal Distribution
AM Peak Hour (Weekday)
Traffic Analysis Zone (TAZ) 273
Project Name: Recycling Facility
DIRECTION
DISTRIBUTION (%)
DESIGN YEAR
DIRECTION
DISTRIBUTION
AM PEAK HOUR TRIPS
IN
OUT
TOTAL
NNE
16.79
NORTH
29.16%
8
1
9
ENE
17.00
ESE
7.46
EAST
24.45%
7
1
8
SSE
12.66
SSW
17.84
SOUTH
30.50%
8
2
10
WSW
9.38
WNW
6.50
WEST
15.89%
4
0
4
NNW
12.37
TOTAL
100.00
100.00%
27
4
31
4
29%
9
8 1
0 <=1 GROSS TRIPS - 7
W
AM PEAK HOUR
S
ft
2 8
10
30%
E
1==> 1
8 24%
Note:
Directional percentages circled
are rounded.
* * . t . t t
tio
TABLE A3-1
Cardinal Distribution
AM Peak Hour (Weekday)
Traffic Analysis Zone (TAZ) 273
Project Name: Recycling Facility
DISTRIBUTION PERCENTAGES (%)
AM PEAK HOUR TRIPS
DIRECTION
MIAMI-DADE LRTP MODEL YEAR
DESIGN YEAR
IN
OUT
TOTAL
2015
2045
2022
NNE
17.40
14.80
16.79
5
1
6
ENE
17.30
16.00
17.00
5
1
6
ESE
7.90
6.00
7.46
2
0
2
SSE
12.10
14.50
12.66
3
1
4
SSW
18.00
17.30
17.84
5
1
6
WSW
8.80
11.30
9.38
2
0
2
WNW
6.20
7.50
6.50
2
0
2
NNW
12.30
12.60
12.37
3
0
3
TOTAL
100.00
100.00
100.00
27
4
31
Note:
Based on Miami -Dade Transportation Planning Organization 2045 LRTP Directional Trip Distribution Report, September 2019. Since the current data
is only available for the model years 2015 and 2045, the eight (8) cardinal directions were interpolated to the design year of 2022.
AM PEAK HOUR IN
TRIPS: 27
PERCENT: 87.10%
TABLE A3-2
OUT TOTAL
4 31
12.90% (Calculated)
DIRECTION
DISTRIBUTION %
INGRESS
EGRESS
TOTAL
CALCULATED
USED
CALCULATED
USED
NNE
16.79
4.534
5
0.672
1
6
ENE
17.00
4.589
5
0.680
1
6
ESE
7.46
2.013
2
0.298
0
2
SSE
12.66
3.418
3
0.506
1
4
SSW
17.84
4.816
5
0.713
1
6
WSW
9.38
2.534
2
0.375
0
2
WNW
6.50
1.756
2
0.260
0
2
NNW
12.37
3.340
3
0.495
0
3
TOTAL
100.00
27.000
27
4.000
4
31
ito
TABLE: A4
Cardinal Distribution
PM Peak Hour (Weekday)
Traffic Analysis Zone (TAZ) 273
Project Name: Recycling Facility
o
to
DIRECTION
DISTRIBUTION (%)
DESIGN YEAR
DISTRIBUTION
•
ME
•DIRECTION
IN
OUT
TOTAL
NNE
ENE
ESE
SSE
SSW
WSW
WNW
NNW
16.79
17.00
7.46
12.66
17.84
9.38
6.50
12.37
NORTH
EAST
SOUTH
WEST
29.16%
24.45%
30.50%
15.89%
1
1
2
0
7
6
7
4
8
7
9
4
TOTAL
100.00
100.00%
4
24
28
C:16;13 4
29%
8
1 7
g,
fi
4 � GROSS TRIPS -
E PM PEAK HOUR
0
7 2
9
30%
4inim
E
7 24% •
Note:
Directional percentages circled
are rounded.
TABLE-. A4-1
Cardinal Distribution
PM Peak Hour (Weekday)
Traffic Analysis Zone (TAZ) 273
Project Name: Recycling Facility
DISTRIBUTION PERCENTAGES (%)
PM PEAK HOUR TRIPS
DIRECTION
MIAMI-DADE LRTP MODEL YEAR
o'ESIGN'YE ; i.
IN
OUT
TOTAL
2015
2045
. * '20221 + 4 3 v
NNE
17.40
14.80
16.79
1
4
5
ENE
17.30
16.00
17.00
1
4
5
ESE
7.90
6.00
7.46
0
2
2
SSE
12.10
14.50
12.66
1
3
4
SSW
18.00
17.30
17.84
1
4
5
WSW
8.80
11.30
9.38
0
2
2
WNW
6.20
7.50
6.50
0
2
2
NNW
12.30
12.60
12.37
0
3
3
TOTAL
100.00
100.00
100.00
4
24
28
Note:
Based on Miami -Dade Transportation Planning Organization 2045 LRTP Directional Trip Distribution Report, September 2019. Since the current data is
only available for the model years 2015 and 2045, the eight (8) cardinal directions were interpolated to the design year of 2022.
TABLE A4 2
PM PEAK HOUR IN
TRIPS: 4
PERCENT: 14.29%
OUT TOTAL
24 28
85.71% (Calculated)
DIRECTION
DISTRIBUTION %
INGRESS
EGRESS
TOTAL
CALCULATED
USED
CALCULATED
USED
NNE
16.79
0.672
1
4.030
4
5
ENE
17.00
0.680
1
4.079
4
5
ESE
7.46
0.298
0
1.790
2
2
SSE
12.66
0.506
1
3.038
3
4
SSW
17.84
0.713
1
4.281
4
5
WSW
9.38
0.375
0
2.252
2
2
WNW
6.50
0.260
0
1.561
2
2
NNW
12.37
0.495
0
2.969
3
3
TOTAL
100.00
4.000
4
24.000
24
28
TRAFFIC ANALYSIS Z ONE (TAZ)
283
281
NW 135 Street
274
253
261
246
MIAMI -DADS TRANSPORTATION PLANNING ORGANIZATION
i1 d viii
SUPPORTING DOCUMENTS
DIRECT
DISTRI
aL
SEPTEMBER 2019
L
� ; N [PI PORT
LRTR
• `' c3 G)
t ettet
Miami -Dade 2015 Base Year Direction Trip Distribution Summary
TAZ of Origin
Trips /
County Regional; Percent
TAZ TAZ
NNE ENE
ESE
Cardinal Directions
SSE
SSW
WSW
WNW
NNW
Total
Trips
261
261
262
262
263
263
264
264
265
265
266
266
267
267
268
268
269
269
270
270
271
271
272
272
3161
3161
3162
3162
3163
3163
3164
3164
3165
3165
3166
3166
3167
3167
3168
3168
3169
3169
3170
3170
3171
3171
3172
3172
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
367 294 161 385 338 254 214 305
15.8 12.7 7.0 16.6 14.6 10.9 9.2 13.2
558 444 335 596 680 405 364 517 4,002
14.3 11.4 8.6 15.3 17.4 10.4 9.3 13.3
245 188 171 318 343 185 173 295 1,943
12.8 9.8 8.9 16.6 17.9 9.7 9.0 15.4
350 331 203 476 382 387 141 342 2,689
13.4 12.7 7.8 18.2 14.6 14.8 5.4 13.1
468 253 211 433 384 312 182 334 2,591
18.2 9.8 8.2 16.8 14.9 12.1 7.0 13.0
298 198 152 290 328 316 119 239 1,955
15.4 10.2 7.8 15.0 16.9 16.3 6.1 12.3
232 128 99 212 169 213 114 176 1,354
17.3 9.5 7.4 15.8 12.6 15.9 8.5 13.1
122 117 110 145 165 168 55 112 1,011
12.3 11.7 11.1 14.6 16.7 16.9 5.6 11.2
662 403 383 590 941 505 328 543 4,399
15.2 9.3 8.8 13.5 21.6 11.6 7.5 12.5
3,024 1,243 390 519 758 625 565 2,491 9,620
31.5 12.9 4.1 5.4 7.9 6.5 5.9 25.9
400 322 174 310 428 194 228 293 2,364
17.0 13.7 7.4 13.2 18.2 8.3 9.7 12.5
497 425 303 419 488 412 204 461
15.5 13.2 9.5 13.1 15.2 12.9 6.4 14.4
2,375
3,363
273 3173 Trips 395 394 180 276 409 201 142 280 2,325
273 3173 Percent 17.4 17.3 7.9 12.1 18.0 8.8 6.2 12.3
274
274
275
275
276
276
277
277
278
278
279
279
280
280
281
281
282
282
283
283
284
284
285
285
286
286
3174
3174
3175
3175
3176
3176
3177
3177
3178
3178
3179
3179
3180
3180
3181
3181
3182
3182
3183
3183
3184
3184
3185
3185
3186
3186
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
189
15.3
920
19.8
487
14.9
164
14.0
154
15.4
225
15.7
156
13.9
653
16.4
256
14.1
262
11.7
262
13.7
102
11.6
408
10.3
159
12.9
578
12.4
371
11.3
103
8.8
79
7.9
120
8.4
94
8.4
346
8.7
229
12.6
221
9.9
166
8.7
98
11.2
423
10.7
102
8.3
380
8.2
276
8.4
99
8.4
66
6.6
127
8.9
89
7.9
270
6.8
149
8.2
107
4.8
200
10.5
85
9.7
354
8.9
129
10.4
670
14.4
519
15.9
207
17.6
125
12.5
166
11.6
141
12.6
641
16.0
287
15.9
450
20.1
384
20.1
170
19.3
832
21.0
256
20.8
742
16.0
639
19.5
227
19.3
230
23.0
298
20.9
205
18.3
856
21.4
431
23.8
315
14.1
261
13.7
119
13.5
651
16.5
148
12.0
542
11.7
330
10.1
130
11.1
142
14.2
186
13.1
203
18.1
577
14.4
217
12.0
412
18.4
283
14.8
94
10.8
566
14.3
94
7.6
325
7.0
190
5.8
119
10.1
77
7.7
118
8.3
99
8.8
287
7.2
84
4.6
146
6.5
150
7.9
76
8.7
296
7.5
157
12.7
491 4,665
10.6
462 3,296
14.1
127 1,177
10.8
128 1,001
12.8
189 1,447
13.2
134 1,145
11.9
364 4,145
9.1
158 1,815
8.7
327 2,282
14.6
203 1,920
10.6
134 887
15.3
426 4,014
10.8
1,242
Print Form
Reset Form
Florida Department of
Environmental Protection
Bob Martinez Center
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
DEP Form # 62-701.900(28), F.A.C.
Form Title: Closure Cost Estimating Form
For Solid Waste Facilities
Effective Date: January 6, 2010
Incorporated in Rule 62-701.630(3), F.A.C.
CLOSURE COST ESTIMATING FORM FOR SOLID WASTE FACILITIES
Date of DEP Approval:
I. GENERAL INFORMATION:
Facility Name:
Permit Application or Consent Order No.:
Facility Address:
Permittee or Owner/Operator:
Mailing Address:
Latitude:
WACS ID:
Expiration Date:
Coordinate Method:
Collected by:
Solid Waste Disposal Units Included in Estimate:
Longitude:
Datum:
Company/Affiliation:
Phase / Cell
Acres
Date Unit
Began
Accepting
Waste
Active Life of
Unit From Date
of Initial Receipt
of Waste
If active:
Remaining
life of unit
If closed:
Date last
waste
received
If closed:
Official
date of
closing
Total disposal unit acreage included in this estimate: Closure:
Facility type: ❑ Class I
(Check all that apply) 0 Other:
Long -Term Care:
0 Class III 0 C&D Debris Disposal
II. TYPE OF FINANCIAL ASSURANCE DOCUMENT (Check type)
O Letter of Credit*
O Performance Bond*
O Guarantee Bond*
❑ Insurance Certificate
O Financial Test
❑ Trust Fund Agreement
* - Indicates mechanisms that require the use of a Standby Trust Fund Agreement
❑ Escrow Account
O Form 29 (FA Deferral)
Northwest District Northeast District Central District Souttmest District South District Southeast District
160 Govemment Center 7825 Baymeadows Way, Ste. B200 3319 Maguire Blvd., Ste. 232 13051 N. Telecom Pky. 2295 Victoria Ave., Ste. 364 400 N. Congress Ave., Ste. 200
Pensacola, FL 32502-5794 Jacksonville, FL 32256-7590 Orlando, FL 32803-3767 Temple Terrace, FL 33637 Fort Myers, FL 33901-3881 West Palm Beach, FL 33401
850-595-8360 904-807-3300 407-894-7555 813-632-7600 239-332-6975 561-681-6600
III. ESTIMATE ADJUSTMENT
40 CFR Part 264 Subpart H as adopted by reference in Rule 62-701.630, Florida Administrative Code, (F.A.C.) sets forth the method of
annual cost estimate adjustment. Cost estimates may be adjusted by using an inflation factor or by recalculating the maximum costs of
closure in current dollars. Select one of the methods of cost estimate ajustment below.
0 (a) Inflation Factor Adjustment 0 (b) Recalculated or New Cost Estimates
Inflation adjustment using an inflation factor may only be made when a Department approved closure cost estimate exists and no changes
have occurred in the facility operation which would necessitate modification to the closure plan. The inflation factor is derived from the most
recent Implicit Price Deflator for Gross National Product published by the U.S. Department of Commerce in its survey of Current Business.
The inflation factor is the result of dividing the latest published annual Deflatory by the Deflator for the previous year. The inflation factor may
also be obtained from the Solid Waste website www.dep.state.fl.us/waste/categories/swfr or call the Financial Coordinator at (850) 245-8706.
This adjustment is based on the Department approved closing cost estimate dated:
Latest Department Approved
Closing Cost Estimate:
x
Current Year Inflation Inflation Adjusted Closing
Factor, e.g. 1.02 Cost Estimate:
This adjustment is based on the Department approved long-term care cost estimate dated:
Latest Department Approved
Annual Long -Term Care
Cost Estimate:
x
Current Year Inflation
Factor, e.g. 1.02
Number of Years of Long Term Care Remaining:
Inflation Adjusted Long -Term Care Cost Estimate:
x
Inflation Adjusted Annual
Long -Term Care Cost
Estimate:
Signature by: 0 Owner/Operator
0 Engineer (check what applies)
Signature Address
Name & Title City, State, Zip Code
Date E -Mail Address
Telephone Number
DEP FORM 62-701.900(28)
Effective January 6, 2010 2 of 9
IV. ESTIMATED CLOSING COST (check what applies)
❑ Recalculated Cost Estimate 0 New Facility Cost Estimate
Notes: 1. Cost estimates for the time period when the extent and manner of landfill operation makes closing most exl
2. Cost estimate must be certified by a professional engineer.
3. Cost estimates based on third party suppliers of material, equipment and labor at fair market value.
4. In some cases, a price quote in support of individual item estimates may be required.
Description
Number
Unit of Units Cost / Unit Total Cost
1. Proposed Monitoring Wells (Do not include wells already in existence.)
EA
Subtotal Proposed Monitoring Wells:
2. Slope and Fill (bedding layer between waste and barrier layer):
Excavation CY
Placement and Spreading CY
Compaction CY
Off -Site Material CY
Delivery CY
3. Cover Material (Barrier Layer):
Off -Site Clay CY
Synthetics - 40 mil SY
Synthetics - GCL SY
Synthetics - Geonet SY
Synthetics - Other (explain)
4. Top Soil Cover:
Off -Site Material CY
Delivery CY
Spread CY
5. Vegetative Layer
Sodding SY
Hydroseeding AC
Fertilizer AC
Mulch AC
Other (explain)
6. Stormwater Control System:
Earthwork CY
Grading SY
Piping LF
Ditches LF
Bemis LF
Control Structures EA
Other (explain)
Subtotal Slope and Fill:
Subtotal Cover Material:
Subtotal Top Soil Cover:
Subtotal Vegetative Layer:
Subtotal Stormwater Control System:
DEP FORM 62-701.900(28)
Effective January 6, 2010 3 of 9
Number
Description Unit of Units Cost / Unit Total Cost
7. Passive Gas Control:
Wells EA
Pipe and Fittings LF
Monitoring Probes EA _
NSPS/Title V requirements LS 1
Subtotal Passive Gas Control:
8. Active Gas Extraction Control:
Traps EA
Sumps EA
Flare Assembly EA
Flame Arrestor EA
Mist Eliminator EA
Flow Meter EA
Blowers EA
Collection System LF
Other (explain)
Subtotal Active Gas Extraction Control:
9. Security System:
Fencing LF
Gate(s) EA
Sign(s) EA
Subtotal Security System:
10. Engineering:
Closure Plan Report LS 1
Certified Engineering Drawings LS 1
NSPS/Title V Air Permit LS 1
Final Survey LS
Certification of Closure LS 1
Other (explain)
Subtotal Engineering:
Description Hours Cost / Hour Hours Cost / Hour Total Cost
11. Professional Services
Contract Management Quality Assurance
P.E. Supervisor
On -Site Engineer
Office Engineer
On -Site Technician
Other (explain)
Number
Description Unit of Units Cost / Unit Total Cost
Quality Assurance Testing LS 1
Subtotal Professional Services:
DEP FORM 62-701.900(28)
Effective January 6, 2010 4 of 9
Subtotal of 1-11 Above:
12. Contingency % of Subtotal of 1-11 Above
Subtotal Contingency:
Estimated Closing Cost Subtotal:
Description Total Cost
13. Site Specific Costs
Mobilization
Waste Tire Facility
Materials Recovery Facility
Special Wastes
Leachate Management System Modification
Other (explain)
Subtotal Site Specific Costs:
TOTAL ESTIMATED CLOSING COSTS ($):
DEP FORM 62-701.900(28)
Effective January 6, 2010
5 of 9
V. ANNUAL COST FOR LONG-TERM CARE
See 62-701.600(1)a.1., 62-701.620(1), 62-701.630(3)a. and 62-701.730(11)b. F.A.C. for required term length. For landfills
certified closed and Department accepted, enter the remaining long-term care length as "Other" and provide years remaining.
(Check Term Length) ❑ 5 Years 0 20 Years 0 30 Years 0 Other, _ Years
Notes: 1. Cost estimates must be certified by a professional engineer.
2. Cost estimates based on third party suppliers of material, equipment and labor at fair market value.
3. In some cases, a price quote in support of individual item estimates may be required.
All items must be addressed. Attach a detailed explanation for all entries left blank.
Description
Sampling
Frequency Number of (Cost / Well) /
(Events / Year) Wells Event
Annual Cost
1. Groundwater Monitoring [62-701.510(6), and (8)(a)]
Monthly 12
Quarterly 4
Semi -Annually 2
Annually 1
2. Surface Water Monitoring [62-701.510(4), and (8)(b)]
Monthly 12
Quarterly 4
Semi -Annually 2
Annually 1
3. Gas Monitoring [62-701.400(10)]
Monthly 12
Quarterly 4
Semi -Annually 2
Annually 1
Subtotal Groundwater Monitoring:
Subtotal Surface Water Monitoring:
4. Leachate Monitoring [62-701.510(5), (6)(b) and 62-701.510(8)c]
Monthly 12
Quarterly 4
Semi -Annually 2
Annually 1
Other (explain)
Subtotal Gas Monitoring:
Subtotal Leachate Monitoring:
Number of
Description Unit Units / Year Cost / Unit Annual Cost
5. Leachate Collection/Treatment Systems Maintenance
Maintenance
Collection Pipes LF _
Sumps, Traps EA _
Lift Stations EA _
Cleaning LS
Tanks EA
DEP FORM 62-701.900(28)
Effective January 6, 2010 6 of 9
Description Unit
Number of
Units / Year
Cost / Unit Annual Cost
5. (continued)
Impoundments
Liner Repair SY
Sludge Removal CY
Aeration Systems
Floating Aerators EA
Spray Aerators EA
Disposal
Off -site (Includes 1000 gallon
transportation and disposal)
6. Groundwater Monitoring Well Maintenance
Monitoring Wells
Replacement
Abandonment
7. Gas System Maintenance
Piping, Vents
Blowers
Flaring Units
Meters, Valves
Compressors
Flame Arrestors
Operation
8. Landscape Maintenance
Mowing
Fertilizer
LF
EA
EA
LF
EA
EA
EA
EA
EA
LS
AC
AC
Subtotal Leachate Collection / Treatment
Systems Maintenance:
Subtotal Groundwater Monitoring Well Maintenance:
9. Erosion Control and Cover Maintenance
Sodding
Regrading
Liner Repair
Clay
SY
AC
SY
CY
Subtotal Gas System Maintenance:
Subtotal Landscape Maintenance:
Subtotal Erosion Control and Cover Maintenance:
10. Storm Water Management System Maintenance
Conveyance Maintenance
11. Security System Maintenance
Fences
Gate(s)
Sign(s)
LS 1
Subtotal Storm Water Management System Maintenance:
L6
EA
EA
Subtotal Security System Maintenance:
DEP FORM 62-701.900(28)
Effective January 6, 2010 7 of 9
Number of
Description Unit Units / Year Cost / Unit Annual Cost
12. Utilities LS 1
Subtotal Utilities:
13. Leachate Collection/Treatment Systems Operation
Operation
P.E. Supervisor HR
On -Site Engineer HR
Office Engineer HR
OnSite Technician HR
Materials LS
Subtotal Leachate Collection/Treatment Systems Operation:
14. Administrative
P.E. Supervisor HR
On -Site Engineer HR
Office Engineer HR
OnSite Technician HR
Other
Subtotal Administrative:
Subtotal of 1-14 Above:
15. Contingency % of Subtotal of 1-14 Above
Subtotal Contingency:
Number of
Description Unit Units / Year Cost / Unit Annual Cost
16. Site Specific Costs
Subtotal Site Specific Costs:
ANNUAL LONG-TERM CARE COST ($ / YEAR):
Number of Years of Long -Term Care:
TOTAL LONG-TERM CARE COST ($):
DEP FORM 62-701.900(28)
Effective January 6, 2010 8 of 9
VI. CERTIFICATION BY ENGINEER
This is to certify that the Cost Estimates pertaining to the engineering features of this solid waste management
facility have been examined by me and found to conform to engineering principles applicable to such facilities. In my
professional judgment, the Cost Estimates are a true, correct and complete representation of the financial liabilities
for closing and/or long-term care of the facility and comply with the requirements of Rule 62-701.630 F.A.C. and all
other Department of Environmental Protection rules, and statutes of the State of Florida. It is understood that the
Cost Estimates shall be submitted to the Department annually, revised or adjusted as required by Rule 62-
701.630(4), F.A.C.
Signature Mailing Address
Name and Title (please type) City, State, Zip Code
Date E -Mail address (if available)
Florida Registration Number Telephone Number
(please affix seal)
VII. SIGNATURE BY OWNER/OPERATOR
Signature of Applicant Mailing Address
Name and Title (please type) City, State, Zip Code
E -Mail address (if available) Telephone Number
DEP FORM 62-701.900(28)
Effective January 6, 2010 9 of 9
'LRTR
Miami -Dade 2045 Cost Feasible Plan Direction Trip Distribution Summary
TAZ of Origin
Cardinal Di ections
i;
County Regional i Percent I NNE ENE ESE SSE SSW
TAZ TAZ
WSW WNW
------• Total
NNW Trips
261
261
262
262
263
263
264
264
265
265
266
266
267
267
268
268
269
269
270
270
271
271
272
272
3161
3161
3162
3162
3163
3163
3164
3164
3165
3165
3166
3166
3167
3167
3168
3168
3169
3169
3170
3170
3171
3171
3172
3172
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
Trips
Percent
361
12.5
719
12.9
318
13.9
662
14.3
660
14.4
408
13.0
250
17.6
175
14.8
873
16.1
3,789
33.9
441
14.3
578
14.2
358
12.4
606
10.9
259
11.3
465
10.0
460
10.0
243
7.8
146
10.3
131
11.2
542
10.0
1,163
10.4
400
13.0
579
14.2
126
4.4
289
5.2
143
6.2
225
4.9
300
6.5
267
8.5
107
7.6
91
7.8
410
7.6
487
4.4
148
4.8
246
6.0
499
17.3
1,008
18.0
426
18.7
799
17.2
877
19.0
474
15.1
231
16.3
171
14.6
748
13.8
509
4.6
495
16.1
637
15.6
512
17.8
1,004
18.0
380
16.6
825
17.8
693
15.1
501
16.0
189
13.3
187
15.9
1,066
19.7
811
7.3
522
17.0
658
16.1
378
13.1
692
12.4
259
11.4
630
13.6
577
12.5
434
13.9
232
16.4
202
17.2
584
10.8
745
6.7
329
10.7
518
12.7
362
12.6
603
10.8
209
9.2
458
9.9
443
9.6
331
10.6
126
8.9
130
11.0
469
8.7
787
7.0
360
11.7
390
9.6
285
9.9
665 5,701
11.9
291 2,308
12.7
580 4,769
12.5
594 4,654
12.9
479 3,183
15.3
136 1,425
9.6
90 1,193
7.6
724 5,512
13.4
2,881 11,224
25.8
384 3,089
12.5
481
11.8
2,991
4,261
273 3173 Trips 422 455 171 414 491 323 212 359 2,941
273 3173 Percent 14.8 16.0 6.0 14.5 17.3 11.3 7.5 12.6
274 3174 Trips 211
274 3174 Percent 14.3
275 3175 Trips 896
275 3175 Percent 15.7
276 3176 Trips 582
276 3176 Percent 12.5
277 3177 Trips 171
277 3177 Percent 12.5
278 3178 Trips 386
278 3178 Percent 15.6
279 3179 Trips 234
279 3179 Percent 13.0
280 3180 Trips 165
280 3180 Percent 12.5
281 3181 Trips 638
281 3181 Percent 14.0
282 3182 Trips 289
282 3182 Percent 14.2
283 3183 Trips 232
283 3183 Percent 9.6
284 3184 Trips 309
284 3184 Percent 12.8
285 3185 Trips 171
285 3185 Percent 13.2
286 3186 Trips 498
286 3186 Percent 11.5
199
13.5
834
14.6
590
12.7
152
11.1
262
10.6
200
11.1
170
12.9
449
9.9
177
8.7
274
11.4
229
9.5
150
11.6
498
11.4
106
7.2
417
7.3
463
10.0
91
6.7
162
6.6
169
9.4
98
7.4
369
8.1
177
8.7
182
7.6
215
8.9
119
9.2
325
7.5
231
15.6
867
15.2
858
18.5
274
20.0
342
13.8
260
14.4
209
15.8
850
18.7
366
18.0
558
23.1
523
21.7
252
19.5
896
20.6
262
17.7
1,015
17.8
883
19.0
254
18.6
523
21.1
354
19.6
234
17.7
937
20.7
413
20.3
353
14.6
364
15.1
179
13.8
752
17.3
179
12.2
627
11.0
428
9.2
159
11.6
316
12.8
204
11.3
190
14.4
562
12.4
242
11.9
372
15.4
292
12.1
111
8.6
506
11.6
145
9.8
461
8.1
401
8.6
123
9.0
244
9.9
178
9.9
126
9.5
304
6.7
167
8.2
189
7.8
261
10.8
120
9.3
353
8.1
143
9.7
587 5,790
10.3
446 4,694
9.6
146 1,370
10.6
242 2,524
9.8
204 1,836
11.3
130 1,350
9.9
432 4,701
9.5
200 2,056
9.9
254 2,488
10.5
216 2,463
9.0
194 1,347
15.0
523 4,417
12.0
1,484
Memorandum
TO:
John E. Pate, City Manager
FROM: Gregory Gay, PCD Director
Gerald Lee, Zoning Official/Planner
Corion DeLaine, City Planner
DATE: May 5th, 2021
RE: 3805 NW 132 Street, LLC: Commission Inquiries
Per the inquiries from the City Commission regarding the C&D Processing facility at 3805
NW 132nd Street, here are PCD Staff findings provided by the developer/business
operator.
. FOR SITE PLAN:
1. Stormwater drainage system: There is an existing City of Opa-Iocka approved
stormwater drainage system installed at the site.
During the DERM permitting process, additional stormwater drains shall be added
if the calculations require them.
There is no retention pond on -site.
2. Traffic Study: A traffic study of the proposed C&D MRF facility shall be conducted
and the report shall be submitted to the City of Opa-Iocka. The study is expected
to take a week. Approximately 95% of the incoming vehicles is expected to be 10
cubic -yard trucks bearing C&D materials and only 5% is expected to be 100 cubic -
yard trucks. The current capacity of the site is 50 x 100 cubic -yard trucks. When
the C&D facility is operational, the capacity shall be sufficient to handle all incoming
trucks.
FOR DA:
3. Employment Opportunities for Opa-Iocka residents: The number of new hires
is projected to be 5. Depending on the various job descriptions and skills needed
for each job, preference shall be given to the City residents.
4. Environmental Protection and Iona term impact: The basic environmental
issues for any facility are impacts to air, soil, groundwater and surface water.
Air: The C&D operations shall be performed in an enclosed building and
dust control shall be implemented using dust suppression units. These units
shall spray a fine mist of water over the tipping and process areas inside
the building. No material shall be stored, handled or loaded outside the
enclosed building. Delivery vehicles shall not be allowed to remove tarps
until prior to tipping inside the building. The site shall remain paved so that
vehicle movements shall not generate dust.
Groundwater and Soil: The C&D operations shall be conducted inside a
building and the demolition materials shall not be in contact with open
ground. The type of C&D materials accepted by the facility is dry in nature
with zero or negligible moisture content and will not runoff outside the
enclosed building. No material shall be stored, handled or loaded outside
the enclosed building. Delivery vehicles shall not be allowed to remove tarps
until prior to tipping inside the building. The site shall remain paved so that
the soil cannot be contaminated by any inadvertent C&D materials.
5. The DERM permit shall include the following:
Boundary Survey
Site Plan
Materials Storage/Processing Activities
Operations Plan
Contingency/Emergency Plan
Closure Plan
Groundwater Monitoring Plan
Stormwater Management Permit (if needed, since there is a current City
approved system)
Financial Assurance Cost Estimate Form (included as a template
attachment)
*The City can include the highlighted requirements in the DA, for additional
reassurance.
Please note that once the DERM permit has been obtained and the facility is operational,
DERM inspectors shall be monitoring the activities at the facility for compliance with
DERM permit conditions. This is not a grandfathered facility; a new facility is subject to
all applicable codes of Miami -Dade County.
END OF MEMORANDUM
New Development for:
38Q5 A/W f32 Street . LLC
3805 NW (32nd Street
Opa Locka, fL 33054
L. C?G Qt= DRAW1NI
G -I Cover Sheet
C-1 Site Plan
C-2 Paving aid Dr ainage Details
L -I Landsc ape Layout
Ali
I1
robert j lira
Archltec turn
Mana gem ent
D c s,g n
8450 sw 201 sheet
trim* flake 33189
754.264.4713
AIA
NCAKb
Vicinity r" ,c,
loom Jerry la m
mplllloll4n no. A111111
dole of Flollpo
G-1
lr
14.‘N ..39TH
n
(E) Administra
Office
existing
Parking
KNOW WNA VS BELOW
ALWA YS CALL
BE FORE YOU811 DIG
rr. n.i rrl rr... rrl uw aw.
www.4•I I.4 n• e l n 4.44 m
e_ site plan
(E) Truck
Equipment
Repair
V22%""'''
posed Truck
Parking
proposed
° Parking()
plse tr,"vemenl]
10
sepd11rdI34
Pr3P°60r1 Truk
Parking
484
8p' TRU K SCN-E
D CDASZL.INE RAe_ROAD RIGHS OF WAY
SEABOAR
0
15' 0'
90'
00.e
State Road 953
1i3.03011:1133 .414.35
101'-540'
0 91/1
P ARKING DA TA
P epinv.awm, .
nun
alm nMw..lo,3m5
neon 313345.
13
.10lodnv
ewtl q Olv aWe
MMnu
puw3 4eww
000
1.300
010,
1,0
Per
.00 3
341
17
..s10..,
e°'14`91 3°°
SITE DATA
Ma e,: w: a..nww.Mw. u,3wa xwsnsv.w, uc
emww.mxu . 1 .32 Saner
v._SSgri . _
n oa n,rlyl .: --
...w, w ,rmdtoaod
' n.°..03 3.0,„, . 1 101,lmw,.Il xmmt xww "'.•,
.ea ..t e n141 03
Me An a
mxww.,xw.. . ,.sss.r .
rra rar Saw
vmuww! x.M: _._.98wL •,. Mn...
x. ......34.. wxc seu .lw,u n,1
w,wlwl wxlwq: x 434,m.u. s 43x
3 a,awn... m pmS M� 3d1 .31sss. . M.
"...°18 ..... •1
1144.3 .4 1Il4.,1 04 0014 wx.lr. .. .. ..m y
Mut
511.4 0.......4 a ss.r ...0.
'00133 1331,
erae ee.
e V,
arr ay.• 1
uray, Jr Ow
h.
u Nwcd 1,envvn.33 w03
n o..a. n,x 3 . .
.
robed j lava
Ar chlr ecr.. o
Manag exenr
Dc9fgn
9160 w 301*33l
wwer4.Y, flvdda 80189
)51398 00]1
r_I w.®n°Il.o�nn.re1
vR, cv F=13�5 Crip'Io1
New Devebpn alt for.
3
NW 132805 Street,
LLC
3805 NW /32nd S8801
ope L0044, FL 33054
1.1111 1113] lw.
3111.11111...4. 4111138
8111, 4131,1111
Mee
00.03
011110311 .01311
Omit Rm. .w
0. .21.88
11g/1181818E8gie8OD 0,111BIseVar
DIY. TEYME10f101EG181N®IS
tallsrwD1000JE11591RNt911911e
1 w.wllert3rn1N4u NDpee11s41E4rd91u
0 .1130
c-1
30)
IZ
1,7
on —
Z
SEABOARD COASTIWE RAILROAD RIGHT OF W AY
(E) Administra
Office
IEI CB IEI CB
existing
Perking
EI 08
KNOW WHEA TS BELOW
ALWAYS CA LL 811
BE FORE YOU DIG
K� Tut KI xw. 4 U,W law
wnw.ullauno nlne .c 0m
Storm w ater Drainage
• sole: I. =
(E) Truck
Equipm ent
Repair
ID08 El I CO
EXISrWC n pOVemmO
I0 lemo
IEICB El CO
0 15' 30 60' 90
IE CB
proposed Truck
Parking
7.5'
In CB1em0in •7.5' I0
propos4d
Parking
r
o- Li '® •6.67'
proposed SCALE
HOUSE
ID CB
IEI CB020 remain
_ Q4 E)CB04
'7 .58
State Road 953
codling public 006 109
43,904 sq ft
(P) STRUCTURE
E%IS1NC
tl 01m0age ,::
la be abandon,
Typ icol Sites Notes
1000 911 MPNOV09101 WO N 15 10 COMPLY WITH THE CITY OF OPA l0IXAH2 WADI L AO DEVELOPMENT CODE , ARTICLE 6 I 1 .3 • 0 0601 OROINAVCLS .
t IWOCN 70100X0 TO 000801 WITH 110900 OC E00 8LIIY CODE 2,0 110000 SIAf1Tf 10.5.1505.5001, 6011EE0 PAIMWG SPACES FOi PER0ONS WN0 HAVE
00/&01)5 115)006100000 KCE5980 PAI MRC SP0CE5 9000 00010110110118 600009091S x 000 00)15561,111 010[16[5 011. 093011
151E PREP /ATI.
4 U11 .11,
WATER AND SEWER CONSTRUCTION 1075 BE 0878) ED IN ACCORDANCE WITH ALL LOCAL CODES NO SPECPBAIONS.
118 CONT RACTOR SHALL PAY ALL FEES AND OBTAIN ALL PER MITS.
• TALL EXIST ING 0 9[RCROUNS DIARY LOCATIONS ARE /PROXIMATE0001AND ARE BASED ON T)1060050 SURVEYS AM 00010 INKS FROM THE OWNER. 00O0 0N IL
Ims MRAY 00PRESENTSBLE HOULD UNC5KIE0 110111ES BE ENCOUNTCREO DING EXCAVATION OPERATIONS THE CONTRACTOR SHILL NOSY NI ARCHITECT/ENGINEER
AS SOON - LONIP ACIOR 41AL1 01907 1Nf 1000 10201101 ff Nl F%OIIxG 111011IE0 0011710 gP610700 INIC CHIC IO PROTECT 1701105 1707 0E 10 019 .10
0EPxP 5090E KCORDNG I0 LOCAL 51x150115 AI0 Ai THE CONI0ACT005 EXPCNSE.700000070 ALL CCN51 801N6 1X10 THE 0PPRWRPIC 0111111 001111087.
ACCESSOR0 100 Ce'70111011
'_'11-&`"g,,1122110',7"14.1`100",' 00100099BLE FOR 000RCWA191 THE 00105/10 OR,CONSTRUCTION FOR ALL UTILITY LINES 50 THAT WATER LIES NN 1W000001ND
0100100 00 2,01 102,10601 Wrtx SA xiRT SEWERS 00 51019 SEWERS INSTILL 1711)007010 10 1101 9000000110051000100 .
MAEANIIILE COMPACTED7010 700LEAST 099500Ef5101 080 PER70 091DD6698 .4 GRIN .
01500 OP 000801 . BACNFL1 0610111 111 00700 x LAWN IAFR WITH SATISFACTORY FILL
• 50 15TREES TT( SHALL S INTENT 000 008E 70101070E ISTURBED
EXCEPT
SC( NENG SITE 1pl 006FOR 190E 1000HE PURPOSES
ES MAT MY AS APPROVED BY 111E NICIOECIAEx51 .ER .
TOPSOIL SHIL L BE STRIPPED FROM ALL CUT MO FILL N000 ,5I0CKPLED x10 (Q001R00700 OVER 01xEo AREAS 10 A MA NI LA DEPTH DV 6INCHES. MARE
STOCKPILES THE 1PK10R91NL PRING OTECT VNI.I. TREES DE�NATED TO REM0,00 M0NTATION 7 OPERATE AROUND SORO STORES HEAVY EQUIP MENT, NOR HxIXE75708E MATERIALS, WIT00 THE
DRPLWES OF TREES.
EXNM 0107010 0071005
Tq S R 1525)1800 vwS111 000100 7 08 SHALT BF 2%
ExIMxORK FAL SHALL INCL. S1PoroING IOPSOL NO PLKx1 ENLIEREO FILL IN YMww B. COMPACTED LIFTS WITH DENSITY OF BB% OF 9AKM w PER RIM
0698.
SPHE 5x00(0. SHALL CHECK EXISTING CRIES, ONEN9ON5, AND NVERIS N THE FIELO NO REPORT ALL 00CREP ANCES 10 THE RCISTECIAENL1EER PRIOR TO
BF0xxx0 WORE.
• PROVOS A) 0007 TRANSITION 7 INSTAL EXISTING OF PAVEMENT OD NEW PAVEMFNi , FIELD 00lJSiwNI E FINAL 090005 MAY BE NECESSARY WSI NL ALL WRITES
MD IRRIGATION SLEEVES PRIOR 70 INSTALLATION OF PAVEMENT.
Cd ICRIE WAL NS AN0 PODS SHALL IMVF A 1010001 FINISH ALL CIXCPCIE 10 ff r Al" . 5000 119 COUPfSR 5110x110 062,1055 OtHERWOE MtEO. COT RAM PS ,
gGEwNN LOPES, N OFSIDEWAY 1080 5 090 1 0) CONSTRUCTCO PLACEMENT AC 00 E wRETE
NL 0091x1 IOCAL PFOURENCNTS.IF IPRICRLF . iK COxIRAC10R 941E
f011EDT 011 10101 OF TI ASPHA RO RAIP TORN PROP E0 11100FROM
Q 9 1017
WIFE TO
10011E FACE O1 CURB EXPOSED FACE NT TO NOF W�L. EO OF ONCRE CONCRETE TO THE PCTION ACE001 9ODo10,100LEITH 50 07700050 NOTED
ODiRKtOWS EXPENSE
oe pO.npA to
robert j lava
Archlrecrure
Manag eWonr
Do slrgn
816000 all street
mlNTbwy .0—Saie9
751 .211 .06070
r_We®blbw0.IM
vRwK il of
New Development for
3805
NW 132 Street,
LLC
380.5 NW 132,17 Street
0pe Locke, FL 33084
80X 01 TWIT LIT,
IIIINrLINI 11. 4811111
61111 of FIJI
ocaamord
00 0.19
Ghent Re view
Zmi SAIMAA
ty Zamrau
11.02.19
10881 00000a00M0OFP/811BITIE/01
OKY. 710901 08110002060780801
W 101NICION IS OMIR9 IRUA BI8 7110
D BN01 BRAPP YNSNOP8M9NEAITMED..
AMEETIS FA
C-2
existing
Parking
KNO W WHAT'S BELO W
AL WAYS C ALL 811
BE FORE YOU DIG
Kn IUL IYn M.. IYn e4. 44..
www. cellnu nef Ine. co to
Landscape Layout
sme 1'= MR' -0'
(E) Truck
Equipment
Re pair
proposed
Parking°
ALL 1015/130 13015 10
00840 NO 1REE5 10 01 0580000
WITH THS OEMELOPMENI
O
BO. TRUCE
SEABOARD COASTLINE RNLROAO RAGS -VT OF `1`IAY
0 15' 30' 60'
w
CWsio g 1110 53s3Ar1Asd
to remain outside properly
0
propos ed SCALE
HOUSE
AL EASING TREES 10
REMAN NO TREES TO BE REMOVED
4117 THIS OEMELOPMEN1
cji
000100 0,eeo 411131030
bees nN Royal PoO1 021.222
tll to remain y�2 •�
LANDSCAPE DATA
nalweuri
> n A 0drew:
Peco env EcoD E
•nVIME e,.rn Nw
ruo ior
TO TAL IIIELS
DD. E.o.m .. NY S e4. susum.ue
0 02542 1032004
ZOCEIS son
Ilwl Neuw:, 21.2..08 o..+°a. W,
MEDUsseo
>Pone low
>030
70
101
43,904 sq ft
STRUCTURE
Al E1151130 10111 10
r111y7 I135N018100 MENIBE
030
m'M neS'�3"uo .,.w
N OTE: SEE NiANDsc.FOR M
E PLAN FOR WxATION or TREES 10 RENOIR . [ Boon OF , BEES.
lree PrctecUcn [ VGA
No Stale
ton er olHot e. Any or
MOO. in Oc eings
and Os mo on. lo
,,,=effrali on al Me estimated''
ea a;e n°pE rconsl ns In
or °., Nor. l o, n:tot,„2t ur n
al
..1.. �d.,perty IM .oy; 13,21.2,°°
Mew01
robert j lara
Architecture
Mwn ego mour
D es�gn
8450 w 201 Wee1
00001.1'....99189
751281.4773
r_We®2 wIMo1M.11
vgwEG TO ES C18 lcvl
No w Developnentfor .
3805
NW 132 Street,
LLC
3805 NW 132nd Street
OP . Locke, FL 33054
000011 lour 111.
,oPllrollo. or. *082831
8121. of Fledlo
DATE
00.04 .19
0116 IA
11.01.19
04.21.20
Client Room>
mENN68E PoRel l000 WI11116RIBE8
007.11EYNe x mroEE DIATABAS
0887W082080841$40081 301208
O BA10BOPPRONSAD PERIMAlEA1RA1®.
L-1