06-09-2022 VC REG-A with attachments_Revised
VILLAGE OF NORTH PALM BEACH
REGULAR SESSION AGENDA – REVISED
VILLAGE HALL COUNCIL CHAMBERS THURSDAY, JUNE 09, 2022
501 U.S. HIGHWAY 1 7:00 PM
Deborah Searcy David B. Norris Susan Bickel Darryl C. Aubrey Mark Mullinix
Mayor Vice Mayor President Pro Tem Councilmember Councilmember
Andrew D. Lukasik Leonard G. Rubin Jessica Green
Village Manager Village Attorney Village Clerk
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Regular Session Agenda, June 09, 2022 Page 2 of 3
ROLL CALL
INVOCATION - MAYOR
PLEDGE OF ALLEGIANCE - VICE MAYOR
AWARDS AND RECOGNITION
1. Proclamation - Reverend William Dominick O'Shea
APPROVAL OF MINUTES
COUNCIL BUSINESS MATTERS
STATEMENTS FROM THE PUBLIC, PETITIONS AND COMMUNICATIONS
Members of the public may address the Council concerning items on the Consent Agenda or any non agenda item
under Statements from the Public. Time Limit: 3 minutes
Members of the public who wish to speak on any item listed on the Regular Session or Workshop Session Agenda
will be called on when the issue comes up for discussion. Time Limit: 3 minutes
Anyone wishing to speak should complete a Public Comment Card (on the table at back of Council Chambers) and
submit it to the Village Clerk prior to the beginning of the meeting.
DECLARATION OF EX PARTE COMMUNICATIONS
PUBLIC HEARINGS AND QUASI-JUDICIAL MATTERS
CONSENT AGENDA
The Consent Agenda is for the purpose of expediting issues of a routine or pro -forma nature. Councilmembers
may remove any item from the Consent Agenda, which would automatically convey that item to the Regular
Agenda for separate discussion and vote.
2. Receive for file Minutes of the Recreation Advisory Board meeting held 5/10/22.
OTHER VILLAGE BUSINESS MATTERS
3. PRESENTATION – Town of Lake Park Draft Land Development Regulations for the Twin City Mall Site
4. RESOLUTION – LIBRARY SHELVING UNITS PURCHASE Consider a motion to adopt a resolution
approving and authorizing the purchase of Library shelving units for the Village Library from R.
George & Associates, Inc. in an amount not to exceed $113,220.90.
5. RESOLUTION – AMENDMENT TO FISCAL YEAR 2022 BUDGET'S ORGANIZATIONAL CHARTS
AND COMPREHENSIVE PAY PLAN Consider a motion to adopt a resolution amending the
Organizational Charts and Comprehensive Pay Plan adopted as part of the Fiscal Year 2022 Budget
to improve service delivery; revising positions within the Public Work's Department, Village Clerk's
Office, Community Development Department and the Country Club.
6. PRESENTATION – Building Recertification Process
7. DISCUSSION – Anchorage Park Dry Storage Project
COUNCIL AND ADMINISTRATION MATTERS
MAYOR AND COUNCIL MATTERS/REPORTS
VILLAGE MANAGER MATTERS/REPORTS
Regular Session Agenda, June 09, 2022 Page 3 of 3
REPORTS (SPECIAL COMMITTEES AND ADVISORY BOARDS)
ADJOURNMENT
If a person decides to appeal any decision by the Village Council with respect to any matter considered at the Village Counci l meeting,
he will need a record of the proceedings, and for such purpose he may need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the appeal is to be based (F.S. 286.0105).
In accordance with the Americans with Disabilities Act, any person who may require special accommodation to participate in this meeting
should contact the Village Clerk’s office at 841-3355 at least 72 hours prior to the meeting date.
This agenda represents the tentative agenda for the scheduled meeting of the Village Council. Due to the nature of governmental duties
and responsibilities, the Village Council reserves the right to make additions to, or deletions from, the items contained in this agenda.
Village of North Palm Beach
Recreation Advisory Board Minutes
May 10, 2022 at 7:00 p.m.
Anchorage Park
Chairman Bob Bell (X) Vice Chair Don Grill (X)
Member Maria Cassidy (X) Member Paul Beach (X)
Member Stephen Heiman (X) Member Rita Budnyk (X)
Member Mia St John (X) Recreation Stephen Poh ( )
Council Rep. _______________ ( ) Leisure Services Zak Sherman (X)
Call to Order:
Called to order by chair at 7PM.
Roll Call:
All board members present. Council member not in attendance.
Approval of Minutes:
1st by Don Grill; second by Stephen Heiman.
Public Comment:
Chris Ryder: Dory Rd. Requested emails from Rec Board. Shocking. Discussed
scope of 2GHO. North Canal at Anchorage. Lakeside Park dune. Unarmored shoreline.
Need defense against storm. Can expect flood waters 9ft tall. Current design
accommodates 5ft flood waters. Anchorage storage area: concerns about turning a large
truck with a trailer (turn radius may be too small) near south storage area and boat ramp
while construction to north side is going on). Concerns need to be addressed prior to
construction starting.
Directors Report:
Accomplishments
Ongoing projects
Programs and events
Lakeside Park:
Berm
o Signage for the plants that Katharine previously planted at the north walkover were installed the other
day by Katharine and Stephen. The signs list the names of the plants.
o Although Katharine turned in a proposal for work on the south walkover recently, she is not doing any
new work to berm right now.
o Zak reached out to Charlie Isiminger to get his opinion on the berm. We do not have a contract with
Charlie; it was more of a personal, informal opinion. He felt that berm has proved pretty stable over the
years and that it will always naturally recuperate. Felt that leaving it alone is best.
We are also seeking more formal opinions from others as well.
Bob: that is the same info John gave me based on UF info.
Sea grape tree uprooted
o Precision plans to dig up tree and straighten it out. Stephen also spoke to Precision about adding more
sea grapes. Precision suggested 40 of them in 3 gallon pots. This was also an Environmental Committee
request.
Precision
o Precision trimmed some branches overhanging the new berm work at the north walkover.
Split rail fence
o Still waiting on fencing to arrive so we can address 3 trouble areas: plan to rearrange split rail fence so
vehicles don’t drive over Dr. Higgin’s property to enter park; installing split rail fence at end of driveway
of 706 Lakeside Circle to prevent vehicles from driving into park; and adding another portion of fence to
block people from driving over bushes/wheel stop into park from the north trail entrance on Lakeside
Dr. Ordering more split rail for Anchorage as well as part of same order.
Basketball Court
o Plans to fix or change the court will get added to CIP for 2027.
New Cameras
o IT ordered four more of the new Verkada system cameras for Lakeside Park. These will go in the parking
lot. The cameras allow remote access into the Park 24/7 and allow any staff to pull video from any PC.
o Bob: is this reactive or proactive?
o Zak: both.
o Rita: How far back do the cameras go?
o Zak: (wasn’t sure offhand at first. Zak texted IT and they said 30, maybe more).
o Maria: asked about who will be monitoring them.
o Zak: police mainly, but staff any can view them from a staff PC
Park Ranger
o Golf cart is still on track to arrive in June. It will be delivered to us when ready.
o Staff is currently interviewing for the open Ranger position.
o Will eventually get a second part time ranger.
Anchorage Park:
New Playground
o Council approved new playground (Option A: ARC) at April 28 council meeting.
o The ARC design is the one with the zip line and sail shade.
o ADA swings will come in blue. (originally, the renderings showed red).
o Playground has been ordered and has an estimated delivery date of 4-5 months.
o In terms of the online survey, residents chose ARC by a margin of 204 to 104 (62.01% to 31.61%). 21
respondents (6.38%) said either option was acceptable.
o Once the new playground is in, we’ll most likely add some new seating.
o Hopefully it will be in before touch-a-truck
Piers
o Recent uptick in complaints regarding fishing activity at piers.
o People leaving hooks, line, and fish guts.
o Incident where a ray was badly injured by fisherman.
Dry Storage
o 90% plans are essentially completed.
Trail adjacent dry storage on north side
o All County removed cracked section, removed roots, and reasphalted trail.
New bollard
o New bollard is in. Plan to install in middle of trail so vehicles cannot pull into park area on north side by
sand volleyball courts.
Volley ball courts
o Just a note about the lights: Lights switch on automatically from 6-9PM. At times, people have turned
them off manually (the switches are on the lights). If they do get switched off, it takes 10 minutes for the
lights to come back on once the switch is turned on.
Dog Park
o Fountain has been fixed in big dog park.
o Plan to resod dog park.
o Dog parks were also sprayed for pests.
Precision
o Precision removed moss/vines from trees.
o Still waiting on them to replace 2 dead oaks, treat 2 oaks, and remove 1 dead palm.
Carpet cleaning
o Carpet was cleaned after Easter.
Anchorage Drive Parking spaces
o Parking spaces repaved; project not finished yet though. Still need striping and wheel stops secured.
We may also need to add a bollard or two on the north trail side.
Signage
o Plan to add signs at each park entrance: north trail and south trail. These will be like the ones at
Lakeside that include verbiage on golf carts, leash laws, etc.
Waitlist software
o Downloaded free trial. We have 30 days to test it out.
o See Attached screenshot. So far, it looks like it can do everything we’d like it to.
Marina:
Dock boxes
o One resident expressed interest in dock boxes. The one that the resident liked is a little too big for the
space. We need something a little smaller. Plus, they were about $900 each. Becky is looking into other
options.
Community Center:
Stop the Bleed Kit Installed near AED in lobby area
Main field
o The fields at the Community Center are mostly closed for maintenance through July 10. Signs are
posted. One or two gates are still open for access.
T-Mobile
o Still waiting on T-Mobile for reimbursement for damage done to fields in December.
Playground
o We are tentatively scheduled for late July. Vender said he will keep us updated with the delivery and let
us know if anything changes.
Spring Basketball League
o Still going strong! Only positive feedback so far. Next year, I think Perseverance would like to use
Saturdays as well.
Precision
o Precision removed moss/vines from trees.
Summer Camp
o Trips/buses booked
o 8 wk camp from June 6 through July 29 for 8-14 yr olds.
o Currently interviewing for camp counselors (hiring up to 9)
o 40 spots were opened for registration initially. Now that buses are confirmed, that number will be
bumped up to 45. Some people got put on a waitlist, so Mia will call them first to register them.
o 4 out of the 8 weeks are full and 2 out of the 4 weeks have less than 10 spots available.
o Many parents calling and asking if admission is included to the parks/adventures. All admissions are
included, but some days they may need to send money for their kids to purchase lunch. When Mia
sends out the weekly email for each specific week, it will have a detailed list of which days the kids will
need what.
o We are also adopting an agreement with the Town of Lake Park that will allow their residents to register
for camp at the Village resident rate of $225 per week. A similar agreement was approved in 2016. They
normally host summer camp, but this year they are having trouble hiring a new Recreation Supervisor to
oversee the program.
o Tennis is also having a summer camp, for ages 5-14. June 13 – August 5.
For more info, https://www.village-npb.org/510/Tennis-Summer-Camp
o Don: anything for younger kids?
o Zak: brainstorming for next year.
o Maria: we are interested to see how many do trips?
o Board would like staff to track cancelations (if parents cancel because they don’t want their kids to go on
a certain trip).
Staffing
o New Recreation Supervisor Jimmy Lovett III began work on April 25 and worked at Anchorage for 2
weeks.
o He’ll be full time at the Community Center starting May 9.
Stage
o Working with PW to see if we can add some lighting under the stage to better manage our storage in a
safer manner.
Gym Scoreboard
o Had a few issue during one of the games. A control panel wasn’t working correctly. Staff reached out to
get it repaired.
Osborne Park:
Baseball Field
o Added signage on front gates letting people know baseball field is closed on Sundays until noon. That
was in keeping with a prior agreement with the church, so baseballs don’t hit churchgoing vehicles
during morning services.
Basketball Court
o Stephen recently order the new goals (posts, backboards) for the courts.
o Reasphalting job goes to Council on May 12 (it’s over $25k).
o Once asphalt is done, we’ll paint, then install backboards/hoops.
Bottle filler stations
o Still waiting on Public Works to finish installation of bottle filler station at the racquetball court. Needs
new plumbing and electrical. The new one by the baseball field is working fine.
Community Garden
o Arbor Day celebration on April 29 with Mayor Searcy and Garden Co-Pres Lynda Grant, among others.
Outdoor restrooms
o Doors have been ordered; just waiting for them to arrive.
Veterans Park:
Nothing new to report
Special Events:
Bus Trip:
o Mystery Trip
April 21 from 8-5 p.m.
Bill and Co. went to Melbourne for a Tour of the Rosetter House, a Vintage Homestead that is
run by the historical society.
Address: 1320 Highland Ave, Melbourne, FL 32935
After the tour, the crew had lunch at a place called the Mansion.
Special events
o Jack Jacobs
Musical performance April 8, 6:30 p.m. at Library
Jack Jacobs, local singer, came to the library and entertained the public with his wonderful
singing and lineup of classic songs.
20 members of the public came for the one-hour show and everyone would love to attend
another performance with Jack.
o Books & Bites – Karen White
April 12, 11:00 AM- 1:00 PM at the Country Club
Author Karen White gave a wonderful presentation and PowerPoint for our Book and Bites
program at the Country Club
Everyone thoroughly enjoyed the food and the beautiful ballroom
April’s Friends of the Library Easter themed basket raffle contained a $100 gift card to Farmer’s
Table and was drawn at the Books and Bites program by author Karen White
Congratulations to Jayne Barkdull!
The Friends also gifted $30,000 to the library to go toward the upcoming upstairs remodel!
o Annual Art Show
April 13, 5:30-7:00 p.m. at Library
This was the makeup date due to the original date being rained out
o Annual Egg Hunts
Flashlight egg hunt Friday, April 15 (ages 8+)
Had about 350 people come
Annual egg hunt Saturday, April 16 (ages 0-7)
o Arbor Day
April 29 at 6 p.m. at Osborne Park community garden
Upcoming Events:
o Trivia Night at Anchorage Park geared toward adults
May 21 from 6:30-8:30 p.m.
See attached flyer!
o 4th of July
There will be a pool party.
Recreation staff will be handling fireworks, porta potties, and 2 tents.
o Fishing tournament: registration forms ready. 16th tournament/17th year
Library:
Summer Reading
o Summer pages are up!
o https://www.village-npb.org/861/Summer-Reading-2022
o This year’s theme is Oceans of Possibilities
o Cock-a-Doodle-Doo Reptile Show on July 9th
o Jurassic Parts is being locked in for about 5 programs that would accommodate both private groups and
the public
o Take-away craft kits are being purchased
o Speaking with our usual preschools for private storytimes
o Teen summer programming will be focused on assisting teens get community service hours by
volunteering to help with our programs and keeping the library neat and tidy.
o Free cold lunch will be served in the Obert Meeting Room from 12:30-1:30 every Wednesday and Friday.
Facilities
o Downstairs carpets cleaned April 10.
o 3 self-checkout stations have been installed at the library.
They were part of an ARPA grant purchase through the State.
o Getting quote from Saffold for possible drain at library near side doors to prevent buildup of water
during heavy rain storms.
Staffing
o Interviewing for three new library clerks
Other Programming
o Knit and Crochet continues to meet every Monday for an average of 10 people
o Yoga in the Park average 11 people each Friday morning.
o Great Courses Lectures
30 people so far this month have attended a Great Courses Lecture
People have been learning about the history of India
o Book Club
13 members of the book club met to discuss the author’s latest book before her arrival at our
Books & Bites event on April 12
o AARP Tax Aide
AARP has concluded tax aide for the 2022 tax season on April 15th
Over 400 people were helped at the Library between February 2nd and April 15th
Next year’s plan will include having a dedicated AARP volunteer help make phone appointments
and to get all taxpayers in and out in 1 hour 25 minutes’ timeframe
Over 300 e-filed (326)
13 paper returns filed
71 people served with questions and answers
Overdue fines
o Library Advisory Board voted to get rid of overdue fines.
New Business:
Dock boxes (marina)
Don thinks boxes should be on other side (east side of dock).
Staff should survey renters first. Rec Board should visit the dock to see best placement. Report
results of survey to Rec Board. Treat dock boxes like memorial benches for budgeting
purposes.
Piers (appropriate place to fish?)
Built specifically for fishing. Originally was supposed to be 3 piers. Been having some issues
with people fishing and making a mess. Maybe put signage out (to tell people to clean up).
Maybe install cutting board.
FY23 Budget
It’s in budget to redo fountain at tennis court. Might add a spigot so staff can hook up a
hose to wash off pier. Zak also went through other budget proposals, such as hiring a 2nd
part-time ranger. Request to change up Heritage Day. Maybe different types of bands?
Rentals: greenspace fee? Per hr/day?
Zak: charge a fee to rent greenspace? For example, our only option now is to rent a pavilion.
What if a large gathering doesn’t need a pavilion but just wanted to set up on the grass for a
couple hours? In other words, it would be a large planned activity that requires a permit.
Charge hourly or daily fee? Need signage at pavilions as well letting people know they need
permit for large gatherings and must see staff.
Old Business:
Dry Storage Project update
Want to take to Council June 9. Oak will be relocated. No Clusia anymore. Maintenance path
will be maintained behind fence. Removal of invasives. Replant. Ficuses staying. Possibly
phased removal of ficuses. Various hedging around fence. 30 and 40ft spaces. Environmental
committee concerned whether we have enough space between canal and maintenance path to
plant all we want to plant. 2GHO believes we have enough space. Will underground wires.
Will add light posts. Currently only one post with two lights; will add up to 14.
Bob: what kind of lights? Brightness?
Zak: 20ft high. 3k kelvin. Lights shouldn’t interfere with resident’s quality of life. Don’t have
lighting plans yet. Village can pay off in 10yrs.
Bob: need to address turning radius before we start.
Zak: 47% increase in rental fees would amount to $1,200 per year times 136 spaces. Should we
differentiate between the smaller-larger spaces, like we do now?
Board: Yes.
Zak: Automated waitlist. Control in hands of residents. Residents can enter and submit own
info to get a spot on the lists. To be removed, they would have to call. You’ll be notified as you
move up the list. Software costs $250 per year.
Rita: we should still keep paper trail while we are beginning to use program.
Chris talked about the proposed planting of mangroves. 1,500 mangroves in the N. canal.
Currently, 2 mangroves. What is the intent of adding 1,500 mangroves?
Zak: 2GHO will reassess planting proposals once items are cut/sprayed.
Chris: we are spending money to ensure that canal will never see a boat.
Member Comments:
Adjournment:
Paul made motion to adjourn. Second by [couldn’t catch name of second]. All were
in favor.
Adjourned at 8:33pm.
VILLAGE OF NORTH PALM BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
TO: Honorable Mayor and Council
THRU: Andrew D. Lukasik, Village Manager
FROM: Alex Ahrenholz, Principal Planner
DATE: June 9, 2022
SUBJECT: PRESENTATION -- Town of Lake Park Draft Land Development Regulations for the Twin City Mall
The Town of Lake Park has completed a draft of new land development regulations for the C-3 Regional
Business District, which is also known as the Twin City Mall. There is an established Interlocal
Agreement between the Village and the Town of Lake Park for future development of this property. The
Agreement requires coordination between both municipalities “in an effort to make the codes
consistent.” Tonight, Town of Lake Park staff will be presenting the details of the Town’s draft code for
informational purposes. Staff will be taking questions and recommendations from the Council in an effort
to follow the Interlocal Agreement.
The proposed regulations will eliminate the currently established C-3 Regional Business District
regulations that are currently identical for both the Town and the Village. In lieu of the existing
provisions, the Town is proposing regulations allowing a more intensive development pattern of mixed
uses and increased height in the renamed “C-3 Twin Cities Mixed Use District”. These regulations were
developed with Dover Kohl, so they are similar to the draft regulations developed for the Village’s portion
of the Twin City Mall property. The Village’s regulations for the C-3 District were placed on hold when
the Village Council discussed and adopted revisions to each of the Village’s other commercial districts
in order to allow the Town sufficient time to develop its own regulations.
The Town is proposing changes to the use table, which removed automobile-oriented uses and made
more suburban development uses special exceptions. The Town also added architectural requirements
and building typologies for building massing, with locations specified on a regulating plan. Density
increased to forty-eight (48) dwelling units per acre for residential projects and an overall 2.0 floor area
ratio (FAR). Buildings can also be built up to twelve (12) stories in height or 160 feet. Parking ratios and
a new street cross-section have been proposed in line with the Village’s C-MU zoning district.
The Village is still in the process of drafting its C-3 Zoning Regulations for the Twin City Mall site. The
Village’s regulations will be generally consistent with the Town of Lake Park’s proposed regulations.
VILLAGE OF NORTH PALM BEACH
LIBRARY DEPARTMENT
TO: Honorable Mayor and Council
THRU: Andrew D. Lukasik, Village Manager
FROM: Zakariya Sherman, Director of Leisure Services
DATE: June 9, 2022
SUBJECT: RESOLUTION – Approval of Purchase of Shelving for the Library from R. George &
Associates, Inc. to replace the existing shelving on the 2nd floor at a total cost of
$113,220.90 pursuant to pricing established by Palm Beach County Board of County
Commissioners Term Contract.
The shelving on the 2nd floor of the library has been in use since the building’s opening in 1969. Current
wall shelving is different heights and missing end panels. Current floor shelving is 96” tall and stationary.
It blocks views and its fixed position limits flexibility. New shelving and end panels will be consistent in
height and color. New floor shelving will be on wheels to ensure better utilization of space.
In addition, the Library Advisory Board reviewed the proposal and gave positive feedback. The Friends
of the North Palm Beach Library also reviewed the proposal and made a considerable donation to help
move the project forward.
Pricing:
The purchase from R. George & Associates, Inc. is pursuant to pricing established in an existing contract
with Palm Beach County for Furniture and Shelving, Library, Delivery and Installation (Contract No.
SS700172/KP) expiring September 12, 2022. R. George & Associates, Inc. was accepted by the County
as a sole-source vendor for both Brodart and Borroughs furniture/shelving. The Village’s purchasing
policies and procedures authorize concurrent competitive purchasing on other state and local
government contracts.
Funding:
The total cost of the project is $113,220.90. The majority of the funds for this project may be obtained
using accumulated donations for the Library (as of 6/1/2022, the available balance in this restricted
account is $103,844.71). The remainder, $9,376.19, will be charged to an operating account in the
Library’s budget.
Account Information:
Fund Department Account
Number Account Description Amount
General Library A7927-33160 Donation Expense $103,844.71
General Library A7927-35243 Furniture, Fixtures & Equipment $9,376.19
Total $113,220.90
The attached Resolution has been prepared and/or reviewed for legal sufficiency by the Village Attorney.
Recommendation:
Village Staff requests Council consideration and approval of the attached Resolution accepting
the proposal submitted by R. George & Associates, Inc. to purchase new library shelving at a total
cost of $113,220.90 pursuant to pricing established in an existing Contract with Palm Beach
County, with funds expended from Account No. A7927-33160 (Donation Expense) and Account
No. A7927-35243 (Furniture, Fixtures & Equipment), in accordance with Village policies and
procedures.
RESOLUTION 2022-
A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF
NORTH PALM BEACH, FLORIDA APPROVING AND AUTHORIZING THE
PURCHASE OF LIBRARY SHELVING UNITS FOR THE VILLAGE LIBRARY
FROM R. GEORGE & ASSOCIATES, INC. PURSUANT TO PRICING
ESTABLISHED IN AN EXISTING PALM BEACH COUNTY CONTRACT;
AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Village Staff is requesting the purchase of shelving for the second floor of the Village
Library from R. George & Associates, Inc. pursuant to pricing established in an existing Contract
with Palm Beach County for Furniture and Shelving, Library, Delivery and Installation (Contract
No. SS700172/KP); and
WHEREAS, the Village Council determines that the adoption of this Resolution is in the best
interests of the Village and its residents.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE
OF NORTH PALM BEACH, FLORIDA as follows:
Section 1. The foregoing recitals are ratified as true and incorporated herein.
Section 2. The Village Council hereby approves the purchase of shelving for the second floor
of the Village Library from R. George & Associates, Inc. pursuant to pricing established in an
existing Contract with Palm Beach County for Furniture and Shelving, Library, Delivery and
Installation (Contract No. SS700172/KP). The total amount expended for this purchase shall not
exceed $113,220.90, with $103,844.71 expended from Account No. A7927-33160 (Library –
Donation Expense) and $9,376.19 expended from Account No. A7927-35243 (Library – Furniture,
Fixtures and Equipment).
Section 3. This Resolution shall take effect immediately upon its adoption.
PASSED AND ADOPTED THIS ____ DAY OF ____________, 2022.
(Village Seal)
MAYOR
ATTEST:
VILLAGE CLERK
TO:VILLAGE OF NORTH PALM BEACH QUOTE #:Q-22-015
DATE:2/28/2022
PROJECT: NORTH PALM BEACH
LIBRARY
We offer the following quotation for the above project:
Item Qty Catalog #Unit Total
LIBRARY FURNISHINGS
MAPLE WOOD STAIN:_____________________________________
B/ 20 1S-986-S08 D/F 60 1/2"H X 24"D MOBILE STARTER/ADDER UNIT $2,812.55 $56,251.00
73"W PARTITIONS INCLUDED
BB/ 18 1S-986-S07 D/F 60 1/2"H X 24"D MOBILE STARTER UNIT $1,562.60 $28,126.80
37"W PARTITIONS INCLUDED
BORROUGHS WILSONSTAK STEEL SHELVING
STEEL COLOR: ___________________________________________
A/ 49 M6107IBU S/F 78"H X 10/12"D INTEGRAL BACK SHELVING UNITS $416.00 $20,384.00
WITH SLIDING BOOK SUPPORTS
1 MCF93 78"H X 12/12"D CORNER FILLER WITH TOP CAP $267.80 $267.80
HPL END PANELS
HPL COLOR:______________________________________________
A/ 26 EP-708-MOD S/F 79 1/2"H X 13 3/4"D HPL END PANELS $212.55 $5,526.30
1 LOT STEEL SURCHARGE $2,665.00 $2,665.00
TOTAL DELIVERED & INSTALLED PRICE $113,220.90
BY: AARON KEMBLE
NOW ACCEPTING PURCHASE CARD, VISA, OR MASTERCARD. PLEASE ADVISE UPON PLACING ORDER.
Description
VILLAGE OF NORTH PALM BEACH
VILLAGE MANAGER’S OFFICE
TO: Honorable Mayor and Council
FROM: Andrew D. Lukasik, Village Manager
DATE: June 9, 2022
SUBJECT: RESOLUTION – Amendment of the Organizational Chart and Pay Plan in the FY2022 Operating Budget
Village staff is recommending a series of changes to the current fiscal year’s budget, specifically to
the organizational chart, in order to improve service delivery. The following changes are being
proposed:
Elimination of the Streets and Stormwater Manager and the Solid Waste Manager positions
and the creation of the Field Operations Manager and the Facility Manager positions. Also,
the addition of a part-time Facilities Maintenance Technician. All of these positions are in the
Department of Public Works.
Elimination of the Administrative Coordinator position in the Clerk’s Office and the creation of
the Code Compliance Assistant in the Department of Community Development.
Replacing the existing Accounting Clerk position with an Accountant position in the Country
Club Budget.
Proposed Organizational Changes:
The following will describe the organizational changes being proposed as part of the budget
amendment.
Public Works:
In FY 2022, the Public Works Department initiated a reorganization. The Department is now
comprised of five (5) Divisions: Public Works Administration; Facilities; Fleet Maintenance; Streets
and Stormwater Maintenance; and Solid Waste. Over the course of this fiscal year, the
management team has had an opportunity to evaluate the operation and how it should function.
With the retirement of Streets and Stormwater Manager Ken Hern, the Department’s leadership
team reevaluated the departments function and operational needs. The Department recommends
combining the Streets and Stormwater/Solid Waste Divisions thereby eliminating the Streets and
Stormwater Manager and Solid Waste Manager positions and creating a Field Operations
Manager that would oversee both divisions. Under this reorganization of the Department, it is
anticipated that current Solid Waste Manager Marc Holloway will serve as the Field Operations
Manager. The Field Operations Manager will be responsible for coordinating services provided
by Village staff and contractors as well as monitoring and guiding construction projects (sidewalks,
streets and stormwater). The Field Operations Manager will be working closely with the Assistant
Director of Public Works, a Professional Engineer, in the development and implementation of
construction projects.
Additionally, this reorganization requires the creation of a Facility Manger position to assist in
operations, capital, contract management and administrative functions associated with the
maintenance of Village buildings. This function was initially assigned to the Assistant Director of
Public Works. However, given the volume of work associated with the proper maintenance of the
Village’s buildings, it is important to have a position dedicated to this function. This allows the
Assistant Director of Public Works to focus on infrastructure projects and support the proposed
Field Operations Manager.
Further, it is proposed that the Facilities Division add one (1) part-time Facilities Maintenance
Technician position to address handyman functions. The Village has attempted to secure
contractors to complete this type of work. However, staff has not been successful identifying
contractors to date. This will not increase the budget as funding allocated for contractual services
will be used to offset the part-time employee costs.
Although the Field Operations Manager will be reclassified to a higher pay grade (from 116 to
118), there is no immediate impact on the operating budget. Also, the Facilities Manager position
will be located at pay grade 115 while the Facilities Maintenance Technician will be at pay grade
109.
Village Clerk’s Office/Community Development Department:
With the recent resignation of former Deputy Clerk Tammy Held, the Village Clerk’s Office’s
functions have been restructured. In short, the Deputy Village Clerk has had primary
responsibility for the management of the Special Magistrate process for Code Compliance. The
Deputy Clerk was responsible for managing the agendas, issuing public notices, preparing orders
for review and execution by the Special Magistrate, managing and tracking code violation records
and other associated activities. Because the assignment of these duties to the Clerk’s Office has
been disconnected from the Code Compliance Division, which is part of the Community
Development Department, it is recommended that a position in the Clerk’s Office, the
Administrative Coordinator, be eliminated and a Code Compliance Assistant position, to be
housed in the Community Development Department, be created.
There is no immediate budgetary impact. The Deputy Clerk position, because of the
reassignment of its Special Magistrate responsibilities, will be reclassified from pay grade 114 to
pay grade 113. The Code Compliance Assistant position will be the same grade as the Village’s
Administrative Assistant position (pay grade 108).
Country Club Accounting Functions:
The Country Club has routinely budgeted for an Accounting Clerk position that is physically
housed with employees in the Finance Department.
As the Country Club functions become more complex due to the need for greater financial
analysis, the Accounting Clerk position needs to be reclassified to an Accountant due to the duties
and responsibilities above and beyond those encompassed in the current role. This function is
no longer clerical in nature and requires a more thorough knowledge of the accounting cycle and
accounting techniques as well as critical thinking skills to evaluate data, analyze problems and
implement solutions. This is important as the General Manager, and the Golf Pro, require regular
financial updates to track the Club’s financial performance in order to make adjustments
operationally or recommended changes to the fee structure.
The Accountant position will be classified at a higher pay grade (from 108 to 113). However,
there is no immediate impact on the operating budget.
Recommendation:
Village Staff requests Council consideration and approval of the attached Resolution
amending the Organizational Chart and Pay Plan in the FY2022 Operating Budget.
RESOLUTION 2022-
A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH
PALM BEACH, FLORIDA AMENDING THE ORGANIZATIONAL CHARTS AND
COMPREHENSIVE PAY PLAN ADOPTED AS PART OF THE FISCAL YEAR 2022
BUDGET TO IMPROVE SERVICE DELIVERY; REVISING POSITIONS WITHIN
THE PUBLIC WORKS DEPARTMENT, THE VILLAGE CLERK’S OFFICE, THE
COMMUNITY DEVELOPMENT DEPARTMENT AND THE COUNTRY CLUB;
AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, through the adoption of Ordinance No. 2021-17 (“Budget Ordinance”) on September 23,
2021, the Village Council adopted Organizational Charts and a Comprehensive Pay Plan as part of the
annual budget for Fiscal Year 2022; and
WHEREAS, Section 5 of the Budget Ordinance authorizes the Village Council to revise the
Comprehensive Pay Plan by Resolution during the course of the Fiscal Year; and
WHEREAS, at the recommendation of Village Staff and in order to improve service delivery, the Village
Council wishes to amend the Comprehensive Pay Plan and Organizational Chart to: eliminate two full-
time positions in the Public Works Department and create two additional full-time and one additional
part-time position; eliminate a position within the Village Clerk’s Office and create a new position within
the Community Development Department; and replace a position within the Country Club; and
WHEREAS, the Village Council determines that the adoption of this Resolution is in the best i nterests
of the Village and its residents.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF
NORTH PALM BEACH, FLORIDA as follows:
Section 1. The foregoing recitals are ratified as true and incorporated herein.
Section 2. The Village Council hereby amends the Comprehensive Pay Plan for Fiscal Year 2022
as follows:
Public Works Department
Eliminate the full-time Streets and Stormwater Manager and Solid Waste Manager positions and
create a full-time Field Operations Manager position at Pay Grade 118 and a full-time Facilities
Manager position at Pay Grade 115.
Create a new part-time Facilities Maintenance Technician position at Pay Grade 109.
Village Clerk’s Office
Eliminate the full-time Administrative Coordinator position.
Reclassify the Deputy Village Clerk position from Pay Grade 114 to 113.
Community Development Department
Create a new full-time Code Compliance Assistant position at Pay Grade 108.
Country Club
Eliminate the full-time Accounting Clerk position and create a new full-time Accountant position
at Pay Grade 113.
The Village Council hereby adopts the revised Organizational Charts incorporating these changes, copies
of which are attached hereto and incorporated herein by reference.
Section 3. All other provisions of the Organizational Charts and the Comprehensive Pay Plan, to the
extent not specifically modified herein, shall remain in full force and effect.
Section 4. This Resolution shall take effect immediately upon its adoption.
PASSED AND ADOPTED THIS ____ DAY OF ____________, 2022.
(Village Seal)
MAYOR
ATTEST:
VILLAGE CLERK
Director of Public Works
1 FT
Facilities Division
3 FT / 1 PT
(+1 FT)
Solid Waste Division
17 FT / 4 PT
(-1 FT)
Streets & StormwaterDivision
4 FT (-1 FT)
Fleet Division
3 FT
Administrative Division
3 FT (+1 FT)
Public Works (All Divisions)FY 2022
This is a combined organization chart for Public Works.Please refer to theorganizationchartsprovidedforeachdivisioninthefollowingpages
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 31 31 No Change
Part-Time 5 4 +1
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 4 3 +1
Part-Time 0 0 No Change
Director of Public Works
1 FT
Assistant Director of Public Works
1 FT
Field Operations Manager
1 FT (+1 FT)
Administrative Coordinator
1 FT
Public Works –Administration Division FY 2022
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 3 2 +1
Part-Time 1 0 +1
Director of Public Works
Facilities Manager
1 FT (+1 FT)
Facilities Maintenance Technician
1 PT (+1 PT)
Electrical Systems Coordinator
1 FT
Mechanical Systems Coordinator
1 FT
Assistant Director of Public Works
Public Works –Facilities Division FY 2022
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 3 3 No Change
Part-Time 0 0 No Change
Director of Public Works
Fleet Manager
1 FT
Fleet Mechanic
2 FT
Assistant Director of Public Works
Public Works –Fleet Division FY 2022
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 17 18 -1
Part-Time 4 4 No Change
Director of Public Works
Field Operations Manager
Solid Waste Manager
(-1 FT)
Foreman
1 FT
Solid Waste Collector
4 PT
Solid Waste Collector
+2 FT
Solid Waste Driver/Operator
14 FT
Assistant Director of Public Works
Public Works –Solid Waste Division FY 2022
Director of Public Works
Field Operations Manager
Streets & StormwaterManager
(-1 FT)
Equipment Operator
1 FT
Sr. Irrigation Technician
1 FT
Grounds Maintenance Worker
1 FT
Street Maintenance Worker
1 FT
Assistant Director of Public Works
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 4 5 -1
Part-Time 0 0 No Change
Public Works –Streets / Stormwater Division FY 2022
Community Development (All Divisions)FY 2022
Director of
Community
Development
1 FT
Summary FY 2022
(amended)FY 2022 Change
Full-Time 15 14 +1
Part-Time 2 2 No Change
Code
Compliance
4 FT (+1 FT)
Building Department
8 FT 2 PT
Community Planning
2 FT
This is a combined organization chart for Community Development.Pleaserefertotheorganizationchartsprovidedforeachdivisioninthefollowingpages
Community Development –Planning FY 2022
Director of
Community
Development
Summary FY 2022
(amended)FY 2022 Change
Full-Time 2 2 No Change
Part-Time 0 0 No Change
Principal
Planner
1 FT
Planner
1 FT
Code Compliance Assistant
(+1 FT)
Community Development –Code Compliance FY 2022
Director of Community Development
Summary FY 2022
(amended)FY 2022 Change
Full-Time 4 3 +1
Part-Time 0 0 No Change
Code Compliance Officer
3 FT
Summary FY 2022
(amended)FY 2022 Change
Full-Time 8 8 No Change
Part-Time 2 2 No Change
Director of Community Development
Building Official
1 FT
License & Permitting Coordinator
1 FT
Administrative Coordinator
1 FT
Administrative Assistant
1 PT
Community Development –Building Department FY 2022
Senior Building inspector 1 FT
Building Inspector 2 FT
Permit & Licensing Technician
2 FT 1 PT
Village
Clerk
1 FT
Deputy
Village Clerk
1 FT
Administrative
Coordinator
0 FT (-1 FT)
Summary FY 2022
(Revised)
FY 2022
(Adopted)Change
Full-Time 2 3 -1
Part-Time 0 0 No Change
Village Clerk FY 2022
Summary FY 2022 FY 2021 Change
Full-Time 4 4 No Change
Part-Time 0 0 No Change
Country Club Administration FY 2022
General Manager
1 FT
Accounting Clerk 0 FT (-1 FT)
Accountant 1 FT (+1 FT)
Administrative Coordinator
1 FT Trades Mechanic
1 FT
Village of North Palm Beach
Major Structure
Recertification Discussion
Village Council Meeting
June 9,2022
Village Hall
Building Division
OBJECTIVE
A County-wide Building Recertification program
requires:
Local Adoption in the Administrative (Chapter 1)
Amendments to the FBC,
or
State Legislation to Adopt Statewide
Major Structure
Recertification Discussion
League of Cities Model Building Division
Current Suggested Applicability (Draft Model):
Building Safety Inspection Program
25-year or older east of 95
35-year or older west of 95
25-year or older buildings, in any location, that have
modified balconies/decks/elevated walkways with
tile, artificial turf or other finishes.
Waterproofing Inspection:
Beginning with the Initial Safety Inspection:
Subsequent structural/electrical building inspections
shall be required at 10 year intervals.
Subsequent waterproofing inspections shall occur at 5
year intervals
Major Structure
Recertification Discussion
Building DivisionUPDATE
Building Code Advisory Board voted unanimously to
recommend the Building Safety Inspection Program to the
Board of County Commissioners of Palm Beach County at
the October 2021 meeting
The Board of County Commissioners of Palm Beach County
at the meeting decided, for now to have the State take
the lead on major inspections and safety rule revisions for
high –rises.
The legislature in the regular session at the last minute
failed to address Building Safety, Condo Law and Insurance
issues
Seeing that take place a Palm Beach County league of
Cities Building Officials Technical Subcommittee meeting
took place on April 18,2022, to draft a Building Safety
Inspection Program to confirm with the ideas of the State
The legislature called for a Property Insurance special
session. At this session it was agreed to add the Senate
priority of Condo Inspections and the House priority of
reserve requirements for associations to the discussions.
The outcome resulted in the Governor signing Senate Bill
4D.
Statewide building milestone inspections.The bill requires that a
condominium or cooperative must have a milestone inspection performed
for each building that is three stories or more in height by December 31 of
the year in which the building reaches 30 years of age and every 10 years
thereafter. If the building is located within 3 miles of a coastline, the
inspection must be performed by December 31 of the year in which the
building reaches 25 years of age and every 10 years thereafter. If a
building’s certificate of occupancy was issued on or before July 1, 1992,
the building’s initial milestone inspection must be performed before
December 31, 2024. The milestone inspection consists of two phases. The
first phase is a visual inspection by a licensed architect or engineer; if
substantial structural deterioration is identified, the second phase
commences, including a full assessment of the areas of structural distress.
Phase one and two reports must be submitted to the local building official
of the local government which has jurisdiction.A renter of a unit will have
a right to inspect and copy the association’s bylaws, rules and these
inspection reports.
A board of county commissioners may adopt an ordinance to require the
commencement of repairs for substantial structural deterioration within a
specified timeframe after the receipt of a phase two inspection report.
Structural integrity reserve studies.The bill requires a
condominium or cooperative to have a structural integrity reserve
study completed at least every 10 years. The study must include a
review of the structural integrity and safety of the building related
to the roof, primary structural members, floor, foundation, fire
protection, plumbing, electrical, waterproofing, and windows.
Condominium and cooperative reserves.Effective December 31,
2024, the bill prohibits the waiver or reduction of reserves for
items that are required to be inspected in a structural integrity
reserve study. In addition, reserve funds may only be used for their
intended purpose.
Building Officials Subcommittee
Members
Next meeting is scheduled for
July 18,2022
Building Division
Major Building Re-Certification
Questions?
Building Division
VILLAGE OF NORTH PALM BEACH
Parks and Recreation
TO: Honorable Mayor and Council
THRU: Andrew D. Lukasik, Village Manager
FROM: Zakariya M. Sherman, Director of Leisure Services
DATE: June 9, 2022
SUBJECT: DISCUSSION – Anchorage Park Dry Storage Project
Due to the poor condition of the current dry storage compound, the master plan for Anchorage Park
included the construction of a more secure, functional and attractive storage facility. The Village Engineer
(Engenuity) and 2GHO has developed a plan for this compound.
The Village Engineer and 2GHO designed the new dry storage to accommodate the current four (4)
separate storage areas into one area on the north side of the park. The new compound will be enclosed
by a perimeter structure with a secure entrance and illumination in accordance with Crime Prevention
through Environmental Design (CPTED) principles.
Traffic circulation and boat/vehicle/RV spaces have been designed to maximize the number and size of
storage spaces (note that more spaces measuring 35’ or more will be accommodated with this design).
The number of storage spaces will increase from 133 to 136. 2GHO has provided a tree disposition and
landscaping plan that will manage invasive and exotic species along the north canal and provide a certain
measure of screening and beautification to the storage yard.
The Village’s Recreation Advisory Board has been involved in the initial planning of the project and has
seen these plans already. Many of the advisory board members are users of the dry storage facility and
have provided valuable input on the functional components. The Village’s Police Department has also
provided input in the early planning process to ensure that security issues have been addressed.
In February, when plans were 60%, presentations were made to the Environmental Committee and
Planning Commission. A tremendous amount of feedback was gathered from the public and taken into
account.
Engineering and landscaping plans for the dry storage project are now at 90%. The Environmental
Committee has recently reviewed the plans. Cost estimates for the project have been updated as well.
Today, Village staff and engineers from Engenuity and 2GHO will provide a project update and
recommendations.
Recommendation:
Village staff seeks Council discussion, input and guidance on moving forward with the Anchorage
Park Dry Storage Project.
EEEE
EEEEEEEE
*AA12 Anchorage ParkNorth Palm Beach, FloridaBoat and RV Storage - Option 2Designed:
Drawn:
Approved:
Job no.
Revisions:
Date:
KMS
GGG/EOM/MTH
EOM/KMS
17-0609
5.30.22
3.6.21
90% Plans
EEEEEE*
*
WWWWWWWWWWWWWWWWWWAA'A' Typ. North Bank Cross Section
Scale: 1"=10'-0"Anchorage ParkNorth Palm Beach, FloridaNorth Boat and RV Storage Designed:
Drawn:
Approved:
Job no.
Revisions:
Date:
KMS
GGG/EOM/MTH
EOM/KMS
17-0609
3.23.20
11.30.21
1.8.20
11.26.19
4.20.22
5.30.22
1.7.22
Landscape ArchitectsPlanners EnvironmentalConsultants
INC.
MANGROVE BAREROOT SEEDLINGS - FILL IN AREASNo.12''LITTORALSLITTORAL PLANTINGS1500LIT
DiameterSpecificationDensityGirthHeightCommon NameSpeciesNumberAbbreviation
Marginal / Aquatics
FULL - AT WATERLINECounted14"GIANT SWAMP FERNBLECHNUM SERRULATUM61BSE
DiameterSpecificationDensityGirthHeightCommon NameSpeciesNumberAbbreviation
Ferns
FULL - WITH RUNNERSY1Ctr12''6''GOAT'S FOOT CREEPERIPOMOEA PES-CAPRAE1870IPC
REMARKSNATIVED.T.SPACINGGAL.WIDTHHEIGHTCOMMON NAMEBOTANICAL NAMEQTY.KEY
VINES
FULL AND THICKYV3Ctr18''18''COONTIEZAMIA PUMILA56ZAM
FULL AND THICK
PERIMETER HEDGE -
LARGE SHRUB
YV3Ctr30''36''WALTERS VIBURNUMVIBURNUM OBOVATUM54VIB
FULL CLUMPYV5Ctr18''24''FAKAHATCHEE GRASSTRIPSACUM DACTYLOIDES168TRD
FULL CLUMPYVCounted3'3'SAW PALMETTOSERENOA REPENS 'SILVER'23SER
FULL - NORTHSHOREYVCounted24''2'WILD COFFEEPSYCHOTRIA NERVOSA68PSN
FULL AND THICKNVNo.12''14''MACHO FERNNEPHROLEPIS FALCATA105NFA
FULL - NORTH SHORELINE
- UNDER EXISTING FICUS
YVCounted3'3'WAX MYRTLEMYRICA CERIFERA30MCE
FULL AND THICKYVCounted18''24''SIMPSON'S STOPPERMYRCIANTHES FRAGRANS10MFR
FULL AND THICKYV2Ctr12''12''STOKES DWARFILEX VOMITORIA 'STOKES DWARF'351ILV
FULL AND THICK
PERIMETER HEDGE -
LARGE SHRUB
YV3Ctr30''36''RED TIP COCOPLUMCHRYSOBALANUS ICACO 'RED TIP'214CHR2
FULL AND THICKYVCounted24''30''RED TIP COCOPLUMCHRYSOBALANUS ICACO 'RED TIP'23CHR1
REMARKSNATIVED.T.SPACINGGAL.WIDTHHEIGHTCOMMON NAMEBOTANICAL NAMEQTY.KEY
SHRUBS
FULLYVCountedO.A.6'FLORIDA THATCH PALM
'DOUBLE'
THRINAX RADIATA3TR
RELOCATEDYVCountedC.T.8-18'RELOCATED SABAL PALMSABAL PALMETTO19SP-R
1/3 CURVED -
REGENERATED ROOTS
YVCountedC.T.8-18'SABAL PALMSABAL PALMETTO33SP
REMARKSNATIVED.T.SPACINGCALIPERHEIGHTCOMMON NAMEBOTANICAL NAMEQTY.KEY
PALMS
STANDARD FORMYVCounted5'6'INDIAN HAWTHORNRAPHIOLEPIS INDICA10RIN
RELOCATEDYVCounted6'12'RELOCATED LIVE OAKQUERCUS VIRGINIANA6QV-R
FULL TO BASEMCounted8'10'SOUTHERN RED CEDARJUNIPER VIRGINIANA SILICICOLA5JS
RELOCATEDYVCounted5'10'SEAGRAPECOCCOLOBA UVIFERA4CU-R
FULL TO BASEYVCounted10'10'SEAGRAPECOCCOLOBA UVIFERA25CU
FULL STANDARDNVCounted3-4'6'GOLDEN SHOWERCASSIA FISTULA3CF
REMARKSNATIVED.T.SPACINGCALIPERWIDTHHEIGHTCOMMON NAMEBOTANICAL NAMEQTY.KEY
TREES
Plant List
Palm Planting Detail
Tree Planting Over 3.5" Cal.
N.T.S.
Tree Planting Detail
Tree Planting 1" To 3.5" Cal.
N.T.S.
Shrub & Ground Cover Planting Detail N.T.S.Typical Cabbage Palm Layout N.T.S.
Tree Root Barrier PlanTree Root Barrier Section N.T.S.N.T.S.
Know what's below.
before you dig.Call
R
ABBREVIATIONS:
D.T.: DROUGHT TOLERANCE, V= VERY, M= MODERATE, L= LOW
NATIVE: Y= YES, N= NO
G.W.=GREY WOOD, C.T.= CLEAR TRUNK, O.A.=OVERALL, A.S.= AS SPECIFIED, O.C.= ON CENTER
Details
SOD TO BE ST. AUGUSTINE UNLESS OTHERWISE NOTED ON PLANS
ALL PLANTING AREAS SHALL RECIEVE 100% COVERAGE FROM A FULLY AUTOMATIC IRRIGATION SYSTEM
EQUIPPED WITH A RAIN SENSOR.
ALL CONSTRUCTION DEBRIS & HARDPAN TO BE REMOVED FROM PLANTING BEDS TO A DEPTH OF 30"
PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS SHOWN ON PLANS OR LISTED ON PLANT LIST. ALL
TREES, PALMS, SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF
FLORIDA NO. 1 OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY
PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO
CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN Z 60.1 - 1990 AND AS
REVISED.
SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL CONFORM TO THE LITERATURE
STANDARDS LISTED ABOVE.
WARRANT ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE
AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER,
DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND CONTRACTOR'S CONTROL. REPLACEMENTS
SHALL BE MADE WITH COMPATIBLE SIZE AND QUALITY OF MATERIAL AT A TIME REQUESTED OR
ACCEPTABLE BY THE OWNER OR LANDSCAPE ARCHITECT. PLANT MATERIAL REJECTED DURING THE
COURSE OF CONSTRUCTION SHALL BE REMOVED WITHIN FIVE (5) WORKING DAYS AND REPLACED BEFORE
THE FINAL INSPECTION FOR COMPLETION WILL BE SCHEDULED. WARRANTY ON REPLACEMENT PLANTS
SHALL BE 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE REPLACEMENTS. ANY DAMAGE
TOLANDSCAPE, SODDED OR SEEDED AREAS DURING REPLACEMENT OF PLANT MATERIAL SHALL BE
CORRECTED BY THE LANDSCAPE CONTRACTOR.
THE QUANTITIES OF PLANT MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT
QUANTITIES ON THE PLANT LIST. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE
NUMBER AND LOCATIONS OF THE DESIGNATED TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF
THE LOCATIONS SHOWN. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE
PLANT MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL TYPES, SPECIFICATIONS OR SIZES WILL BE
PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. THE OWNER AND/OR
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT MATERIAL THAT DOES NOT, IN THE
OPINION OF THE OWNER AND/OR LANDSCAPE ARCHITECT, MEET THE SPECIFICATIONS HEREIN.
PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND IN A FREE FLOWING CONDITION FOR
APPLICATION BY SUITABLE EQUIPMENT, AND DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY
LABELED.
FERTILIZE TREES, SHRUBS AND GROUND COVERS WITH "MILORGANITE" OR AN APPROVED COMPLETE
FERTILIZER. APPLY "MILORGANITE" IN A CIRCLE AROUND THE PLANT BEFORE MULCHING. DO NOT TOUCH
THE PLANT WITH THE FERTILIZER. WATER IN FERTILIZER AFTER MULCHING. APPLY MILORGANITE"
FERTILIZER AT THE FOLLOWING RATE:
5.00 LBS. OR 14.5 CUPS / PALMS
3.00 LBS. OR 8.70 CUPS / 12-16' MATERIAL
2.00 LBS. OR 5.80 CUPS / 8-12- MATERIAL
0.69 LBS OR 2.00 CUPS / 6-8' MATERIAL
0.19 LBS OR 1/2 CUP / 3 GAL. MATERIAL
0.10 LBS. OR 1/4 CUP / 1 GAL MATERIAL
BACKFILL MIXTURE: 1/2 PARENT SOIL, 1/2 MIXTURE (1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS).
ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE LANDSCAPE
CONTRACTOR PRIOR TO COMMENCING WORK IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE,
THE CONTRACTOR SHALL EXAMINE THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE
OWNER AND/OR LANDSCAPE ARCHITECT. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST,
UTILITY LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY COMPANIES. THE
CONTRACTOR HAS THE OPTION TO CONTACT 811TO SCHEDULE LOCATION OF THE UTILITIES WHICH
SUBSCRIBE TO THEIR SERVICE.
PREPARATION: PRIOR TO THE INSTALLATION OF PLANTS, THE SITE SHALL BE FREE OF WEEDS, GRASS,
SOD, DEBRIS, ROCKS OR OTHER MATERIAL MAKING THE SITE UNPLANTABLE. FOR FINAL ACCEPTANCE ALL
PLANTED AREAS SHALL BE WEED FREE.
FINISH GRADING: THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING
OF TOPSOIL, IF NECESSARY, WITH THE GENERAL CONTRACTOR, TO INSURE THE SITE IS AT FINISH GRADE
PRIOR TO INSTALLING PLANTS.
PLANTING TREES:
LAYOUT PLANTS ACCORDING TO LANDSCAPE PLANS. IF A CONFLICT ARISES AS TO THE LOCATION,
SPACING OR OTHER CONFLICT, CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY.
EXCAVATE PIT TO TWO AND ONE-HALF (2 1/2) TIMES THE DIAMETER OF TREE BALL AND NOT LESS THAN 6"
DEEPER. COMPACT A LAYER OF BACKFILL MIXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN A
SLIGHTLY DISHED FINISH GRADE. BACKFILL AROUND BALL WITH BACKFILL MIXTURE, COMPACTED TO
ELIMINATE VOIDS AND AIR POCKETS, WATERING THOROUGHLY AS LAYERS ARE PLACED. BUILD 3" HIGH
BERM OF SOIL BEYOND EDGE OF EXCAVATION. APPLY FERTILIZER AS SPECIFIED AND THEN MULCH WITH
THE TYPE AND THICKNESS SPECIFIED ON PLANT LIST.
GUY AND STAKE TREES, LESS THAN 3.5" IN CALIPER, IN FOUR DIRECTIONS WITH "ARBORBRACE" NYLON
TREE GUYING KIT WITH HARDENED NYLON ANCHOR AND 3/4" 800 LB. POLYPROP UV WEBBING, MODEL
(ATG-R) OR APPROVED EQUAL. STAKE TREES IMMEDIATELY AFTER PLANTING. FOR MULTI-TRUNK PLANT
MATERIAL, ATTACH GUYS TO FOUR (4) LARGEST LIMBS, CARE MUST BE TAKEN NOT TO MAKE GUYS TOO
TIGHT. FOR TREES 3.5" IN CALIPER AND OVER, TREES MUST BE STAKED WITH WOOD 2X4 METHOD.
FOLLOW PALM STAKING DETAIL FOR REQUIREMENTS. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT
TO ELIMINATE GUYING OR STAKING. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE
OF THE GUYING OR STAKING. THE LANDSCAPE CONTRACTOR SHALL REMOVE BRACING IN ONE YEAR.
PLANTING SHRUBS:
EXCAVATE PITS OR TRENCH TWO (2) TIMES DIAMETER OF BALLS OR CONTAINERS, AND 3" DEEPER THAN
REQUIRED FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF BACKFILL MIXTURE IN BOTTOM
BEFORE PLACING PLANTS. CONTAINER GROWN MATERIALS SHALL BE PLANTED WITH 48 HOURS AFTER
DELIVERY TO SITE. PLACE PLANT IN PIT AND BACKFILL AROUND PLANTS WITH BACKFILL MIXTURE,
COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED.
FORM A 3" HIGH BERM OF SOIL BEYOND THE EDGES OF EXCAVATION. APPLY FERTILIZER AS SPECIFIED
AND THEN MULCH WITH THE TYPE AND THICKNESS SPECIFIED ON PLANT LIST.
PLANTING GROUNDCOVERS:
LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD
BACKFILL MIXTURE.
SPACE PLANTS AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF
ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT.
WATER THOROUGHLY. APPLY FERTILIZER AS SPECIFIED AND THEN MULCH WITH THE TYPE AND
THICKNESS SPECIFIED ON PLANT LIST, LIFTING PLANT FOLIAGE ABOVE MULCH. MULCH SHALL BE SPREAD
BEFORE PLANTING PLANTS IN POTS LESS THAN 1 GALLON SIZE (4", LINERS, ETC.).
LAWN PREPARATION:
LOOSEN SUBGRADE TO DEPTH OF 4" AND GRADE WITH TOPSOIL PROVIDED ON SITE OR IMPORTED TO
FINISH DESIGN ELEVATIONS. ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY, BUT DO NOT
CREATE MUDDY SOIL CONDITION.
FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S.F. SPREAD FERTILIZER OVER THE
AREA TO RECEIVE GRASS BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE
APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WIND VELOCITY EXCEEDS 15 M.P.H. THOROUGHLY MIX
FERTILIZER INTO THE TOP 2" OF TOPSOIL.
MAINTENANCE SERVICE:
MAINTENANCE AND GENERAL CLEAN UP SHALL BE PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT
NOT BE LIMITED TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE, REMOVAL OF LITTER,
MOWING, PRUNING, RESETTING SETTLED PLANTS, REMOVING, REPAIRING OR REPLACING STAKES AND
GUYS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZATION AND SIMILAR OPERATIONS AS NEEDED
TO ENSURE NORMAL GROWTH AND HEALTHY PLANT MATERIAL. MAINTENANCE SHALL BEGIN AFTER EACH
PLANT IS PLANTED AND SHALL CONTINUE FOR NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE.
PLANT MATERIAL:
WARRANTY:
QUANTITIES, LOCATION AND SUBSTITUTIONS:
FERTILIZATION:
UTILITES:
LANDSCAPE CERTIFICATION: THE LANDSCAPE ARCHITECT SHALL PROVIDE FINAL CERTIFICATION TO THE
OWNER AND MUNICIPALITY THAT PLANTS ARE INSTALLED PER THE DESIGN PLAN, DETAILS AND
SPECIFICATIONS. ANY CHANGES TO THE PLAN WILL NEED TO HAVE THE LANDSCAPE ARCHITECT
APPROVAL PRIOR TO INSTALLATION. CONFORMITY TO FLORIDA GRADE #1 IN THE ROOT BALL REQUIRES
THE LANDSCAPE ARCHITECT TO INSPECT TREES PRIOR TO INSTALLATION AT THE SITE. IT IS THE
RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR/LANDSCAPE CONTRACTOR FOR ORGANIZING
INSPECTIONS OF PLANT MATERIAL PRIOR TO INSTALLATION.
Specifications - Exterior Plants
SOIL ANALYSIS SHALL BE CONDUCTED BY THE LANDCAPE CONTACTOR PRIOR TO APPLICATION OF ANY
SOIL AMENDMENTS, FERTILIZERS AND BACKFILL MIXTURES. THE LANDSCAPE CONTACTOR SHALL USE A
QUALIFIED SOIL TESTING LABORATORY
THE RESULT OF THE SOIL TESTS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW
PRIOR TO THE APPILCATION OF SAID MATERIALS. ADJUSTMENTS TO THE SOIL AMENDENTS MAY BE MADE UPON
CONSULTAION WITH THE OWNER AND THE LANDSCAPE ARCHITECT.
QUALITY ASSURANCE:
MYCORRHIZAL AMENDMENT SHALL BE DIEHARD™ TRANSPLANT AS MANUFACTURED BY
HORTICULTURAL ALLIANCE OR E4UAL TO WITH THE FOLLOWIN* IN*REDIENTS
ENDOMYCORRHIZAL FUNGI HORTA-SORB WATER MANAGEMENT GEL
ECTOMYCORRHIZAL FUNGI TRICHODERMA
BENEFICIAL BACTERIA YUCCA PLANT EXTRACTS
HUMIC ACID VITAMIN B COMPLEX
SOLUBLE SEA KELP
AMINO ACIDS
PRUNING OF TREES SHALL BE DONE ON SITE AFTER PLANTING FOR DAMAGED LIMBS OR AS DIRECTED TO
IMPROVE OVERALL PLANT APPEARANCE. DO NOT REMOVE MORE THAN 15% OF BRANCHES. PRUNING
METHODS SHALL FOLLOW STANDARD HORTICULTURAL PRACTICES USING APPROPRIATE TOOLS. LOPPING,
SHEARING OR TOPPING OF PLANT MATERIAL WILL BE GROUNDS FOR REJECTION. DAMAGED, SCARRED,
FRAYED, SPLIT OR SKINNED BRANCHES, LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE WOOD. THE
CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLESS SEVERELY DAMAGED.
1.5:
PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN OUT STRUCTURE AND
REMOVE NOT MORE THAN 15% OF BRANCHES.
1.6:
DELIVERY, STORAGE AND HANDLING:
1.7:
1.8:
2.1:
2.2:
2.3:
PLANTING SOIL MIX:
PEAT HUMUS SHALL BE DECOMPOSED PEAT WITH NO IDENTIFIABLE FIBERS OR IF AVAILABLE, MUCK MAY BE
SUBSTITUTED AND SHALL BE FREE FROM STONES, EXCESSIVE PLANT ROOTS, DEBRIS OR OTHER FOREIGN
MATTER. MUCK SHALL NOT BE OVERLY SATURATED WITH WATER.
2.10:
3.2:
3.2:
3.4:
3.1:
TOPSOIL SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE CHARACTERISTICS OF AREA SOILS. IT
SHOULD BE FREE OF HEAVY CLAY, SILT, STONE, EXCESS LIME, SHELL ROCK, PLANT ROOTS, WEEDS,
DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS PLANT GROWTH (SUCH AS
BERMUDA, TORPEDO OR NUT GRASS). IT SHALL TEST BETWEEN THE PH RANGE OF 5.0 TO 7.0 UNLESS
OTHERWISE SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PLANT
GROWTH. IF TOPSOIL IS NOT AVAILABLE ON SITE, IT SHALL BE IMPORTED FROM LOCAL SOURCES WITH
SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM
NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH NOT LESS THAN 4".
TOP SOIL:2.4:
SAND SHALL BE CLEAN, SALT-FREE AND CONTAINING NO EXTRANEOUS MATTER.
INORGANIC SOIL AMENDMENTS:2.5:
ORGANIC SOIL AMENDMENTS:2.6:
FERTILIZE TURF AREAS WITH TYPE 1 FERTILIZER, COMPLYING WITH THE STATE FERTILIZER LAWS. THE
FERTILIZER SHALL BE CHEMICALLY DESIGNATED WITH 12-8-8. PROVIDE AT LEAST 50% OF THE
PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE OR AN EQUIVALENT SOURCE PROVIDING A MINIMUM
OF TWO UNITS OF SULFUR. THE AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED ON
THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG.
Specifications - Lawns and Grasses
Landscape Certification
General Notes:
2.7:
MULCH TO BE APPLIED TO ALL PLANTING BEDS, 3" THICK MIN.
PINE STRAW MULCH SHALL BE APPLIED ONLY TO THOSE AREAS AS INDICATED ON THE PLAN. APPLY 6" FLUFFED,
2-3" THICK AFTER COMPACTION.
2.8:MULCHES:
1.4:
PLANTING BED ESTABLISHMENT:3.1:
PRODUCTS:2.1:
SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO
LAYING.
LAY SOD STRIPS WITH TIGHT JOINTS, DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN
ADJACENT COURSES. WORK SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND
REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE
STAKED IN PLACE. ROLL OR TAMP LIGHTLY AND WATER THOROUGHLY WITH A FINE SPRAY IMMEDIATELY
AFTER PLANTING.
SODDING:3.2:
FERTILIZER:2.3:
SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR NURSERY GROWN SOD FOR
THICKNESS OF CUT, PAD SIZE, STRENGTH OF SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE
GUARANTEED TO BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOOT DENSITY AND FREE OF WEEDS,
DISEASE, FUNGUS, INSECTS OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN GROWTH.
SOD SHALL BE MOWED FOR FINAL ACCEPTANCE.Anchorage ParkNorth Palm Beach, FloridaNorth Boat and RV Storage Designed:
Drawn:
Approved:
Job no.
Revisions:
Date:
KMS
GGG/EOM/MTH
EOM/KMS
17-0609
3.23.20
11.30.21
1.8.20
11.26.19
4.4.22
5.30.22
1.7.22
Landscape ArchitectsPlanners EnvironmentalConsultants
INC.
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17
17
16
17
18
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Azure Lagoon
Baseball
Field
Reconfigured
Boat Storage
Boat WashWWWWWWWWWWWWWWWWWW16
17
RV
RV
RV
8
1
2 3 4
5
6 7
10
22 23
24
2526
66 68 69
70 71
72
15
17 18
20
30 33
37
39 40
42
46
50
65
74
75
76
77
78
12
67
41 43
44 45
38
47
49
53
54 55
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52
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61
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Tree Disposition Legend Anchorage ParkNorth Palm Beach, FloridaTree Disposition Plan - North Storage AreaDesigned:
Drawn:
Approved:
Job no.
Revisions:
Date:
KMS
GGG/EOM/MTH
EOM/KMS
17-0609
3.23.20
1.7.22
1.8.20
11.26.19
4.4.22
5.30.22
3.10.22
90% Plans
RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%ADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS D OCU MENT HAS BEEN ELECTR ON ICALLY SIGNED AN DSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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J:\Land Projects R2\03045.104\COVER SHEET.dwg DATE: 5/31/2022 5:08 PMPLOT: 5/31/2022 5:11:36 PMCOV903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
COVER SHEET CIVIL ENGINEERING PLANSFORANCHORAGE PARKMAY 2022PREPARED FOR:VILLAGE OF NORTH PALM BEACH, FLORIDAPROJECT # 03045.104DRAWING INDEX:COVER SHEETDEMOLITION & POLLUTION PREVENTION PLANCOV12PAVING, GRADING & DRAINAGE PLAN45CROSS SECTIONSPAVING & DRAINAGE DETAILSLOCATION MAPN.T.S.LOCATION MAPN.T.S.PROJECTLOCATION3WATER & SEWER PLANPROJECTLOCATION6WATER DETAILS7GENERAL NOTES8PAVING & DRAINAGE DETAILSSIGNING AND MARKING PLAN990%MAY 2022
SILT FENCE(TYP)EXISTING BROKENASPHALT TO BEREMOVED (TYP)EXISTING FENCE TO BEREMOVED (TYP)EXISTING BROKENASPHALT TO BEREMOVED (TYP)EXISTING TREES TO BE REMOVEDREFER TO LANDSCAPE PLANS (TYP)EXISTING WOODRETAINING WALL TOBE REMOVED (TYP)EXISTING OVERHEADPOWER LINE TO BEREMOVED AND BURIEDPER ELECTRICAL PLANSEXISTING OVERHEAD POWERLINE TO BE REMOVED ANDBURIED PER ELECTRICAL PLANSEXISTING YARD DRAIN & 83 LF OFD CURB TO BE REMOVEDSILT FENCE(TYP)PROPERTYLINE (TYP)PROVIDE INLETPROTECTION (TYP)EXISTING POLE ANDANCHORS TO TO BERELOCATED 10'SOUTH WESTLIMITS OF DRAINAGEPERMIT AREA 5.16 AC.LIMITS OF DRAINAGEPERMIT AREA 5.16 AC.EXISTING TREES TO BE REMAINREFER TO LANDSCAPE PLANS(TYP)PROPERTYLINE (TYP)PROPERTYLINE (TYP)SCALE: 1" =GRAPHIC SCALE050'50 75 100RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%ADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUM EN T H AS BEEN ELECTRONICALLY SIGN ED AN DSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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J:\Land Projects R2\03045.104\03045.104 Demolition.dwg DATE: 4/19/2022 3:12 PMPLOT: 5/31/2022 5:11:49 PM1903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
DEMOLITION & POLLUTION PREVENTION PLAN90%MAY 2022LEGENDELEVATIONSECTION20°±6' MAX15"-18"8"
3' MIN
OR MORE
12"
MIN
VERTICALOPTIONAL POST POSITIONSSILT FLOWPRINCIPLE POST POSITION(CANTED 20° TOWARD FLOW)TYPE E-1 FILTER FABRICPER FDOT INDEX 199POST OPTIONS: SOFTWOOD 212" DIA.SOFTWOOD 2" x 4"HARDWOOD 112" x 112"STEEL 1.33 LBS/FTFILTERFABRICSILT FENCENTS1. PROVISIONS FOR CONTROL OF POLLUTION:A. SUFFICIENT PRECAUTIONS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT THERUN-OFF OF POLLUTING SUBSTANCES SUCH AS SILT, CLAY, FUELS, OILS, BITUMEN'S OR OTHERPOLLUTING MATERIALS HARMFUL TO HUMANS, FISH, OR OTHER LIFE, INTO THE SUPPLIES ANDSURFACE WATERS OF THE STATE OF FLORIDA. CONTROL MEASURES MUST BE ADEQUATE TOASSURE THAT TURBIDITY IN THE RECEIVING WATER WILL NOT BE INCREASED MORE THAN 29NEPHELOMETRIC TURBIDITY UNITS (NTU) ABOVE BACKGROUND UNLESS OTHERWISEPERMITTED. SPECIAL PRECAUTIONS SHALL BE TAKEN IN THE USE OF CONSTRUCTIONEQUIPMENT TO PREVENT OPERATIONS WHICH PROMOTE EROSION. EROSION EVIDENT WITHINTHE LIMITS OF CONSTRUCTION OR OTHER AREAS AFFECTED BY THE CONTRACTOR SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR.B. FILL OUT A NOTICE OF INTENT FORM (FDEP FORM 62-621.300(4)(B) AND SUBMIT IT TO THEFLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.C. EXCAVATION OF WATER MANAGEMENT FACILITIES SHOULD OCCUR IMMEDIATELY AFTERCLEARING AND GRUBBING TO SERVE AS A SEDIMENT TRAP OR CATCHMENT FOR STORMWATERRUNOFF FROM EXPOSED SOILS.D. CONSTRUCT PERIMETER BERM OR GRADE SITE TO PREVENT OFF-SITE DISCHARGE OFSTORMWATER RUNOFF.E. PLACE SILT FENCES OR HAY BALES TO CONTAIN EROSION IN AREAS PRONE TO STORMWATERRUNOFF EROSIVE VELOCITIES.F. PROTECT EACH INLET THAT MAY RECEIVE RUNOFF FROM THE CONSTRUCTION SITE WITH SILTFENCE/FILTER FABRIC STAKED IN PLACE.G. INSTALL TURBIDITY SCREENS WITHIN THE RECEIVING BODY BEFORE COMMENCEMENT OF BANKIMPROVEMENTS AND OUTFALL INSTALLATIONS.H. TAKE ALL REASONABLE PRECAUTIONS TO CONTROL DUST AND UNCONFINED PARTICULATEMATTER. THE APPLICATION OF WATER IS AN ACCEPTABLE DUST SUPPRESSANT ON ROADWAYS,STOCKPILES, AND ANY OTHER AREAS WITHIN THE PROJECT BOUNDARIES. DUST SUPPRESSANTWATER SHALL BE APPLIED IN SUCH A MANNER SO AS NOT TO PRODUCE EXCESS RUNOFF ANDEROSION.I. TURBIDITY IN RECEIVING WATER SHALL NOT BE INCREASED MORE THAN 29 NEPHELOMETRICTURBIDITY UNITS (NTU) ABOVE BACKGROUND.J. TAKE PRECAUTIONS IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT OPERATIONSWHICH PROMOTE EROSION.2.OTHER CONTROLS AND MATERIAL MANAGEMENT PRACTICES:A. FERTILIZERS - APPLY FERTILIZERS ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THEMANUFACTURER. IF STORED ONSITE, PROVIDE COVERED STORAGE. TRANSFER THECONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER TO A SEALABLE CONTAINER TOAVOID SPILLS.B. HAZARDOUS WASTE - DISPOSE OF IN A MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS.C. NOISE - MINIMIZE NOISE CAUSED BY THE OPERATION OF EQUIPMENT. ABIDE BY ALL LOCALREGULATIONS COVERING NOISE CONTROL.D. ODORS - DO NOT CAUSE OBJECTIONABLE ODORS TO BE GENERATED.E. OFFSITE VEHICLE TRACKING - PROVIDE A ROCK CONSTRUCTION ENTRANCE TO REDUCEVEHICLE TRACKING OF SEDIMENTS. DUMP TRUCKS HAULING MATERIAL FROM THECONSTRUCTION SITE SHALL BE COVERED WITH A TARPAULIN.F. OPEN BURNING - NO OPEN FIRES OR BURNING OF MATERIALS OTHER THAN VEGETATIVE LANDCLEARING DEBRIS. OBTAIN PRIOR APPROVAL TO BURN FROM THE LOCAL AUTHORITY ANDAPPLICABLE FIRE MARSHALL.G. PAINTS - ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FORUSE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM, BUT WILL BEPROPERLY DISPOSED OF ACCORDING TO THE PAINT MANUFACTURER'S INSTRUCTIONS ANDSTATE OR LOCAL REGULATIONS.H. PESTICIDES AND HERBICIDES - ANY PESTICIDE AND HERBICIDE USAGE WILL BE BY STATELICENSED APPLICATORS.I. PETROLEUM PRODUCTS - MONITOR ONSITE VEHICLES AND TANKS FOR LEAKS. THEY SHALLRECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. STOREPETROLEUM PRODUCTS IN TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. USEASPHALT SUBSTANCES ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. PROVIDESECONDARY CONTAINMENT FOR ALL ABOVE GROUND FUEL TANKS.J. SANITARY WASTE - COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS AT LEASTTWICE PER WEEK.K. WASTE MATERIALS - COLLECT AND STORE ALL WASTE MATERIALS IN A SECURELY COVEREDMETAL DUMPSTER PROVIDED BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. DEPOSITALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE IN THE DUMPSTER. THE DUMPSTER ISTO BE EMPTIED AS NEEDED SO THERE IS NO OVERFLOW. HAUL TRASH TO A STATE APPROVEDLANDFILL FACILITY.3. MAINTENANCE / INSPECTION PROCEDURES:A. INSPECT ALL CONTROL MEASURES AT LEAST ONCE PER WEEK AND FOLLOWING ANY STORMEVENT OF 0.5 INCHES OR GREATER.B. MAINTAIN ALL MEASURES IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT MUST BEINITIATED WITHIN 24 HOURS OF THE ONSITE INSPECTION REPORT.C. REMOVE BUILT UP SEDIMENT FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHTOF THE FENCE.D. INSPECT SILT FENCE FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELYATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THEGROUND.E. PREPARE A MAINTENANCE INSPECTION REPORT AFTER EACH INSPECTION. A COPY OF THEREPORT FORM TO BE COMPLETED BY THE INSPECTOR IS FOUND AT THE END OF THIS SECTION.F. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED PERSON TO BE RESPONSIBLE FORINSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND COMPLETING THE INSPECTION ANDMAINTENANCE REPORTS.G. NON-STORMWATER DISCHARGES ARE PERMISSIBLE PROVIDED THAT DISCHARGE DOES NOTCAUSE EROSION OR CREATE TURBIDITY WITHIN THE RECEIVING BODY AND ARE IN COMPLIANCEWITH REGULATORY REQUIREMENTS. THESE DISCHARGES MAY INCLUDE WATER LINEFLUSHING, FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING, DUST CONTROL, IRRIGATIONDRAINAGE, AIR CONDITIONING CONDENSATION, AND WATER USED TO SPRAY OFF LOOSESOLIDS FROM VEHICLES.PAVEMENT AND BASE ROCK REMOVALSILT FENCEDEMOLITION
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EEDUMPSTERAREA10'CATCH BASIN #4RIM EL=7.50E INV EL=2.00N INV EL =2.00S INV EL=2.00W/ INVERTED PCBWEIR @ 5.5 (S)97 LF 18" HDPEDRAINAGE PIPECATCH BASIN #6RIM EL=7.80INV. EL=2.00CATCH BASIN #5RIM EL=7.50INV. EL=2.00CATCH BASIN #3RIM EL=7.50INV. EL=2.00CATCH BASIN #1RIM EL=7.50INV. EL=2.0091 LF 18" HDPE W/ 83LF EXFIL. TRENCH208 LF 18" HDPE W/ 198LF EXFIL. TRENCH104 LF 18" HDPE W/20 LF EXFIL. TRENCHCATCH BASIN #7RIM EL=7.6±INV. EL=3.00 NINV. EL=1.20 S199 LF 18" HDPE W/ 190LF EXFIL. TRENCH280 LF 18" HDPE W/ 270LF EXFIL. TRENCHCATCH BASIN #2RIM EL=6.50INV. EL=2.00MESINV. EL=4.00CS #1RIM EL=8.10WEIR=7.00BLEEDER=3.0060 LF 18" HDPEDRAINAGE PIPEMES #3INV. EL=4.0098 LF 18" HDPEDRAINAGE PIPE25 LF 18" HDPEDRAINAGE PIPEMES #3INV. EL=4.00TOP 18" HDPE=2.90BOT 6" PVC SWR= 3.9±CATCH BASIN #8(REPLACE EXISTING)RIM EL=9.05INV. EL=1.20 NINV. EL=5.2± E20 LF 18" HDPEDRAINAGE PIPECATCH BASIN #9RIM EL=5.50INV. EL=3.0015" WASTOPCHECK VALVE144 LF 15" HDPEDRAINAGE PIPEPROPOSED ASPHALTPATH TO MATCH EXISTINGPROPOSED ASPHALTPATH TO MATCH EXISTINGSPLIT RAIL FENCEMATCH TO EXISTINGDRIVEPROPOSED ASPHALTTURNAROUND TO MATCHPAVEMENTMATCH TO EXISTING PATHPROPOSED 10'ASPHALT PATHMATCH EXISTINGPAVEMENTPROPOSED ASPHALTPATH FLUSH W/PAVEMENTDRY RETENTIONAREA=0.09 ACBOT EL=4.00TOP EL=7.00DRY RETENTIONAREA=0.09 ACBOT EL=4.00TOP EL= 7.00PROPOSED 8'HIGH SECURITYFENCEPROPOSEDHEADERCURBMATCH TOEX. CURBEX. WALL TO BEREMOVED.AREA TO BEGRADED AT 4:1SLOPE ANDSODDED.PROPERTY LINEEXISTINGWALKWAY10' WIDE PAVEMENTRESTORATIONMATCH TOEX. CURBASPHALTPATH8.208.008.207.507.807.808.507.108.708.108.508.008.508.008.958.508.958.608.608.408.958.608.508.808.608.658.408.607.407.407.607.9±7.8±8.20SCALE: 1" =GRAPHIC SCALE030'30 45 60RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%ADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.TH IS DOC UMENT HAS BEEN ELECT RONIC ALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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J:\Land Projects R2\03045.104\03045.104 PGD.dwg DATE: 5/31/2022 3:40 PMPLOT: 5/31/2022 5:11:52 PM2903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
PAVING, GRADING & DRAINAGE PLAN90%MAY 2022GENERAL NOTES1. CONTRACTOR TO MAINTAIN ENTRANCE ACCESS THROUGHOUTCONSTRUCTION PROCESS.2. ALL EXISTING STRIPING TO BE REPLACED UNLESS OTHERWISE NOTED.3. ALL EXISTING WHEEL STOPS TO BE PRESSURE WASHED, REPAINTED ANDREUSED IF IN ACCEPTABLE CONDITION. ONLY REPLACE DAMAGED WHEELSTOPS.4. ALL STRIPING MUST COMPLY WITH THE VILLAGE OF NORTH PALM ALLSTRIPING TO MATCH EXISTING UNLESS OTHERWISE NOTED OR ISNONCOMPLIANT WITH CURRENT CITY STANDARD DETAILS.5. ALL ELEVATIONS ARE REFERENCED TO THE 1929 NGVD.6. TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP INC.7. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIRORIGINAL CONDITION.8. EACH STRUCTURE W/ EXFILTRATION TRENCH SHALL HAVE PCB.PROPOSED12.55LEGENDASPHALT PAVEMENT1" ASPHALT MILL/RESURFACECONCRETE6" THICK ASPHALT MILLINGSASPHALT PATHPAVEMENT RESTORATIONCATCH BASINDRAINAGE FLOW DIRECTIONPROPOSED ELEVATION
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WM WMWMWMWMWMWMWMWMWMFMFMFMFMFMFMFMFMFMFMSSEX 30' WIDE SEACOAST UTILITY AUTHORITY EASEMENT12' WIDE SEACOAST UTILITY AUTHORITY EASEMENTCONTRACTOR TO FIELDVERIFY AND LOCATEEXISTING VALVE FORNEW CONNECTION6”x16” TAPPING SLEEVE AND 6”GV. CONNECT TO EX. 16” DIPWATER MAINSAMPLE POINT #2FIRE HYD.SAMPLE POINT #1400 LF 6" DIP WATERCONFLICT #1CONTRACTOR TO FIELD LOCATE AND PROVIDE 12"MINIMUM VERTICAL SEPERATION BETWEEN WATERMAIN AND FORCE MAIN12' SUA WATEREASEMENTEARMAN RIVERSCALE: 1" =GRAPHIC SCALE030'30 45 60RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%ADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.T HIS DOCUMENT HAS BEEN ELEC TRONIC ALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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J:\Land Projects R2\03045.104\03045.104 WS.dwg DATE: 5/31/2022 3:06 PMPLOT: 5/31/2022 5:12:02 PM3903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
WATER & SEWER PLAN90%MAY 2022HYDRANTGENERAL NOTES:1. ALL ELEVATIONS ARE REFERENCED TO THE 1988 NORTH AMERICAN VERTICAL DATUM (IN FEET).2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.3. TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4. SECURE A LOCKED CHAIN THROUGH DDCV HANDLE TO PREVENT PHYSICAL MOVEMENT OF THE VALVE. THE VALVE SHOULD BE CHAINED ANDLOCKED IN THE OPEN POSITION.HYDRANT & HYDRANT SECURITY EQUIPMENT NOTES:1. FIRE HYDRANT SHALL BE EQUIPPED WITH A SET OF AFC “CAPTIVATER” SECURITY CAPS. THE CAPS SHALL BE CHAINED TO THE HYDRANT BODYAND INSTALLED PRIOR TO ISSUANCE OF “CONSTRUCTION WATER RELEASE” CERTIFICATION. A SCHEDULED INSPECTION BY PBCWUD IS REQUIREDTO VERIFY THE INSTALLATION AND OPERATION OF THE CAPS.2. PLEASE NOTE THAT THE SECURITY CAPS CAN ONLY BE REMOVED USING SPECIAL WRENCHES. THE CONTRACTOR SHALL CONTACT THE PBCWUDINSPECTOR FOR ASSISTANCE IF ACCESS TO THE HYDRANT IS REQUIRED FOR FLUSHING OR TESTING PURPOSES.3. ALL NEW FIRE HYDRANTS ARE TO BE INSTALLED SO THE PUMPER NOZZLE IS 5.0' MIN WITH RAISED CURB OR 6.0'MIN WITHOUT RAISED CURB AND12.0' MAX. FROM THE EDGE OF PAVEMENT.GENERAL WATER NOTES:1. ALL WATER MAIN DUCTILE IRON PIPE AND PIPE FITTINGS SHALL BE PAINTED WITH A 4” WIDE CONTINUOUS BLUE LINE THAT RUNS PARALELL TOTHE AXIS OF THE PIPE AND IS LOCATED ALONG THE TOP OF THE PIPE.2. ALL WATER MAINS SHALL BE MARKED WITH ONE CONTINUOUS STRIP OF 6” WIDE MAGNETIC BLUE CODED TAPE IMPRINTED WITH ONE AND HALF(1-1/2) INCH HIGH LETTERING READING “CAUTION - WATER LINE BELOW” AND LOCATED APPROXIMATELY TWELVE (12) INCHES ABOVE THE CROWNOF THE PIPE. THE WORDING SHALL OCCUR EVERY THREE (3) FEET.3. ALL WATER SERVICE BRASS FITTINGS ARE REQUIRED TO BE LEAD FREE.EXISTING WATER MAINEXISTING FORCE MAINEXISTING TREESEXISTING ELEVATIONEXISTING UTILITY EASEMENT
17106121DUMPSTERAREA10'10'10'10'10'
10'10'19'MATCH TO EXISTINGDRIVEPROPOSED 6" DOUBLE YELLOWSTRIPING (REFER TO FDOTSTANDARD PLANS INDEX 711-001)MATCH TO EXISTING PATHPROPOSED 8' HIGHSECURITY FENCEPROPERTY LINEEXISTINGWALKWAY18" WHITE STRIPING@ 5' O.C.PROPOSED CROSSWALK 12"WHITE @6' O.C. (REFER TOLATEST FDOT STANDARDPLANS INDEX 711-001)ASPHALT PATHDIRECTIONAL ARROW (TYP)DIRECTIONAL ARROW (TYP)DIRECTIONAL ARROW (TYP)R1-1 STOP SIGNR5-1 DO NOTENTER SIGNR6-2R ONEWAY SIGN24" STOP BAR (TYP) (REFERTO FDOT STANDARD PLANSINDEX 711-001)6" DASHED WHITE (6'-10')(REFER TO FDOT STANDARDPLANS INDEX 711-001)24" STOP BAR (TYP) (REFER TO FDOTSTANDARD PLANS INDEX 711-001)12'35'
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40'
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30'
30'12'26'12'
12'40'12'42'12'40'
28'
28'60'35'STALL DELINEATION BYPAVEMENT MARKERS (TYP)6" WHITE STRIPING6" WHITE STRIPINGR6-2R ONEWAY SIGNR6-2R ONEWAY SIGN12'12'14'SCALE: 1" =GRAPHIC SCALE030'30 45 60RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%ADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.TH IS DOC UMENT HAS BEEN ELECT RONIC ALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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J:\Land Projects R2\03045.104\03045.104 SM.dwg DATE: 5/3/2022 11:44 AMPLOT: 5/31/2022 5:12:05 PM4903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
SIGNING & MARKING PLAN90%MAY 2022PROPOSEDSTRIPING PLAN LEGENDPROPOSED STALL COUNT
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J:\Land Projects R2\03045.104\DETAILS.dwg DATE: 5/31/2022 3:15 PMPLOT: 5/31/2022 5:12:11 PM5903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
PAVING & DRAINAGE DETAILSTOP OF BAFFLE SHALL BE 12 INCHES BELOWTOP OF STRUCTURE. BOTTOM OF BAFFLE SHALLBE 18 INCHES ABOVE BOTTOM OF STRUCTURE.BOTTOM OF BAFFLE SHALL BE 6 INCHES BELOWOUTFALL PIPE INVERT.ISOMETRIC VIEWSIDE VIEW
MAY 2022, 90%ã
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J:\Land Projects R2\03045.104\DETAILS.dwg DATE: 5/31/2022 3:15 PMPLOT: 5/31/2022 5:12:12 PM6903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
PAVING & DRAINAGE DETAILSNORMAL CHEMICALS FOUND IN WASTE WATER AND SHALL BE MADE OF8. THE MEMBRANE SHALL WITHSTAND ABRASIVES SUCH AS SAND, DETRITUS AND COMPLETELY.2. INLINE CHECK VALVE MEMBRANE SHALL BE FULLY CLOSED AND SEALED IN THE 1. INLINE CHECK VALVE SHALL WITHSTAND UP TO 8 METERS / 26' (7.25 PSI) BACK PRESSURE DEPENDING ON THE DIMENSION AND DUROMETER OF THE MEMBRANE.3. EACH INLINE CHECK VALVE SHALL BE LABELLED WITH FLOW DIRECTION AND 4. INLINE CHECK VALVE SHALL BE REVERSIBLE ALLOWING INSTALLATION AT INLET OR5. INLINE CHECK VALVE SHALL NOT ALLOW THE UPSTREAM PIPE TO EMPTY 6. THE MEMBRANE SHALL THEORETICALLY ONLY COVER 10% OF THE OPEN AREA OF7. INLINE CHECK VALVE SHALL NOT CREATE A STEP INSIDE THE PIPE GREATER THAN 9. THE INLINE CHECK VALVE MEMBRANE SHALL CREATE A PULSATING FLOW THROUGH THE VALVE WHICH FLUSHES THE PIPE CLEAN FROM DEBRIS SUCH. NORMAL STATE WHEN NO FLOW OF WATER/LIQUID OCCURS THROUGH THE PIPE.UNIQUE SERIAL NUMBER.OUTLET.THE PIPE WHEN FULLY OPEN. 6.35MM (1/4').POLYURETHANE (PU) OR SILICONE (MVQ).AS SAND, MUD, SEDIMENT.
FENCE 30.0'PARKINGSTALL30.0'PARKINGSTALL12" SUBGRADE COMPACTEDTO 98% PER AASHTO T-1806" MILLINGSFENCE18'FENCE
HEADER CURB(TYP)6.0'EX. TYPE DCURB(TYP)4.007.00PROPOSED DRYRETENTIONBOTSIDE10.0'DRIVEAISLE10.0'DRIVEAISLE10.0'DRIVEAISLE12" SUBGRADE COMPACTEDTO 98% PER AASHTO T-18012" SUBGRADE COMPACTEDTO 98% PER AASHTO T-1808" ROCK BASE COMPACTEDTO 98% PER AASHTO T-1801.5" TYPE S-IIIASPHALTICCONCRETEDRIVE AISLEDRIVE AISLEEX. CONC ISLANDEX. TYPE DCURB(TYP)VARIESVARIESTOBEOW28.0'28.0'MEGEX. WOODRETAINING WALLTO BE REMOVED4:1 MAXSLOPEPARKING STALLSPLIT RAIL FENCEEXISTING BASEEXISTING SUBGRADE12" SUBGRADE COMPACTEDTO 98% PER AASHTO T-1808" ROCK BASE COMPACTEDTO 98% PER AASHTO T-1801.5" TYPE S-IIIASPHALTICCONCRETE1" MILLING & RESURFACINGSPLIT RAIL FENCE18.0'DRIVE AISLEEX. CONCWALKEXISTING BASEEXISTING SUBGRADE1" MILLING & RESURFACINGEXISTING BASEEXISTING SUBGRADE1" MILLING & RESURFACING6" MILLINGSMEGã
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J:\Land Projects R2\03045.104\DETAILS.dwg DATE: 5/31/2022 3:15 PMPLOT: 5/31/2022 5:12:12 PM7903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
CROSS SECTIONS
MAY 2022, 90%ã
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J:\Land Projects R2\03045.104\DETAILS.dwg DATE: 5/31/2022 3:15 PMPLOT: 5/31/2022 5:12:12 PM8903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
WATER DETAILSWater Meter and Backflow Device - 3/4" to 2"AUGUST 26, 2020 (Rev C-16)Typical Fire Hydrant InstallationAUGUST 26, 2020 (Rev A-15)Sample Point - Fire HydrantAUGUST 26, 2020 (Rev A-15)Typical Water Service InstallationAUGUST 26, 2020 (Rev A-15)Water, Reclaimed Water and Sewer Separation StatementAUGUST 26, 2020 (Rev B-18)
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J:\Land Projects R2\03045.104\DETAILS.dwg DATE: 5/31/2022 3:15 PMPLOT: 5/31/2022 5:12:13 PM9903045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
GENERAL NOTESCONTRACTOR'S RESPONSIBILITIES:1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE PRIOR TO BIDDING THE WORK AND TO PERFORM SUCH TESTS, STUDIES AND SURVEYS AS DEEMED NECESSARY TO SATISFY THE CONTRACTORAS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN ON DRAWINGS SHALL NOT CONSTITUTE FOR EXTRA PAYMENT.2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO HIM AND SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES. ANYTHING SHOWN ON THE DRAWINGS AND NOT MENTIONEDIN THE SPECIFICATIONS OR MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.3. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO PROCEED.4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, RULES AND REGULATIONS, INCLUDING BUT NO LIMITED TO; UTILITY, COUNTY, CITY AND STATE.5. THE CONTRACTOR SHALL CALL SUNSHINE (811) 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES.6. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION.7. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF ANY UNDERGROUND GAS PIPE.8. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED CABLE, SANITARY LINES, AND WATER LINES.9. THE CONTRACTOR, SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES, STRUCTURES, PAVEMENT, ETC.FROM DAMAGE OR DISRUPTION OF SERVICE AND SHALL PROTECT THE OWNER AGAINST ANY CLAIMS THAT MAY ARISE AS A RESULT OF CONSTRUCTION ACTIVITIES. REPAIRS OF SUCH UTILITIES, STRUCTURES,PAVEMENT, ETC. SHALL BE MADE TO THE SATISFACTION OF THE ENGINEER AND ALL REGULATORY AGENCIES.10. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE PHYSICAL CONDITIONS, OR ANY ERROR OR OMISSIONS IN THE DRAWINGS, IN THE LAYOUT AS GIVEBY THE POINTS AND INSTRUCTIONS, OR DISCOVERS UNFORESEEN BE THE CONTRACTOR'S DUTY TO IMMEDIATELY INFORM THE ENGINEER IN WRITING, AND THE ENGINEER SHALL PROMPTLY CHECK THE ACCURACYOF THE INFORMATION. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL NECESSARY CHANGES ARE AUTHORIZED WILL BE DONE AT THE CONTRACTOR'S RISK.11. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, ASREQUIRED BY THE PLANS, SPECIFICATION, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE.12. REGULATIONS AND LEGAL REQUIREMENTS REGARDING WORK HOURS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES.13. UPON COMPLETION OF THE WORK SPECIFIED IN THESE PLANS, THE ENGINEER WILL CONDUCT A FINAL INSPECTION. FINAL PAYMENT TO THE CONTRACTOR WILL NOT BE APPROVED UNTIL THE PROJECT IS CERTIFIEDAS COMPLETE BY THE ENGINEER.14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING, "AS-BUILT" INFORMATION, AND ALL REQUIRED DENSITY TESTING, AND SHALL PROVIDE ALL "AS-BUILT" INFORMATION AND TEST RESULTS TOTHE ENGINEER.15. ALL UTILITY LINE TESTING AND SAMPLING SHALL BE IN ACCORDANCE WITH UTILITY AND HEALTH DEPARTMENT CRITERIA. A MINIMUM OF 24 HOUR NOTICE MUST BE PROVIDED PRIOR TO TESTING.16. ALL CONCRETE SHALL BE 3000 p.s.i. UNLESS OTHERWISE NOTED.17. SOD SHALL MATCH EXISTING UNLESS OTHERWISE NOTED.18. SIDEWALK SHALL MATCH EXISTING UNLESS OTHERWISE NOTED.19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS.20. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE SAFETY OF THE GENERAL PUBLIC.21. CONTRACTOR TO FURNISH COMPOSITE UTILITY PLAN IN ACCORDANCE WITH THE CITY OF DELRAY BEACH LDR SECTION 2.4.3(F)(4) AT THE TIME OF OBTAINING BUILDING PERMIT.22. CONTRACTOR TO FURNISH FINANCIAL GUARANTEE IN ACCORDANCE WITH THE CITY OF DELRAY BEACH LDR SECTION 2.4.10 FOR APPLICABLE ITEMS INDICATED IN LDR SECTION 2.4.10(A) AT THE TIME OF OBTAININGBUILDING PERMITPAVING, GRADING AND DRAINAGE NOTES:1. SUBGRADE SHALL BE CONSTRUCTED AS SHOWN ON THE DETAIL DRAWINGS. THE SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THESUBGRADE SHALL HAVE FBV OF 75 PSI.2. STABILIZED SUBGRADE SHALL BE CONSTRUCTED AS SHOWN ON THE DETAIL DRAWINGS AND IN ACCORDANCE WITH SECTION 160 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSFOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE STABILIZED SUBGRADE SHALL BE TYPE B AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY TESTMETHOD OF AASHTO T-180. THE STABILIZED SUBGRADE SHALL HAVE A LIMEROCK BEARING RATIO OF 100.3. SHELL ROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATESTEDITION. THE THICKNESS OF THE SHELL ROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTOT-180. THE SHELL ROCK SHALL HAVE A MINIMUM OF 40 PERCENT OF CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL.4. CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELL ROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY ASDETERMINED BY AASHTO T-180. THE CEMENTED COQUINA SHELL MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 915 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.5. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATESTEDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTOT-180.6. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIMECOAT SHALL BE RC-70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE YARD FOR LIMEROCK BASES AND NOT LESSTHAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES.7. TACK COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. TACK COATSHALL BE EMULSIFIED ASPHALT GRADES RS-2, CRS-2, OR ASPHALT EMULSION PRIME (AEP). TACK COAT SHALL BE APPLIED AT A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GALLONS PER SQUARE YARD.8. TYPE S-I ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPOSED OF A MIXTURE OF AGGREGATE, MINERAL FILLER, IF NEEDED, AND ASPHALT CEMENT. THE CONSTITUENTS OF THE MIXTURE SHALL BECOMBINED IN SUCH PROPORTIONS AS TO PRODUCE A MIXTURE HAVING A STABILITY WITHIN THE LIMITS IN THE FDOT "STANDARD SPECIFICATIONS". THE JOB MIX FORMULA, SIZE AND PERCENT OF AGGREGATESSHALL BE AS SPECIFIED IN THE FDOT "STANDARD SPECIFICATIONS". THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS.9. TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPOSED OF A MIXTURE OF AGGREGATE, MINERAL FILLER, IF NEEDED, AND ASPHALT CEMENT. THE CONSTITUENTS OF THE MIXTURE SHALL BECOMBINED IN SUCH PROPORTIONS AS TO PRODUCE A MIXTURE HAVING A STABILITY WITHIN THE LIMITS IN THE FDOT "STANDARD SPECIFICATIONS". THE JOB MIX FORMULA, SIZE AND PERCENT OF AGGREGATESSHALL BE AS SPECIFIED IN THE FDOT "STANDARD SPECIFICATIONS". THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS.10. ALL UNSUITABLE MATERIAL SUCH AS MUCK, MARL AND DEBRIS SHALL BE COMPLETELY REMOVED TO 10 FEET OUTSIDE THE EDGE OF THE PAVEMENT ON EACH SIDE. IF HARDPAN IS ENCOUNTERED IN SWALES, ITSHALL BE REMOVED TO A DEPTH OF 2 FEET AT THE SWALE INVERT AND BACKFILLED WITH CLEAN GRANULAR MATERIAL.11. SEQUENCING OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF ANY KIND THAT WILL COME UNDER THE PAVEMENT OR WITHIN TEN FEET OF THE EDGE OF PAVEMENT SHALL BEINSTALLED PRIOR TO THE CONSTRUCTION OF THE BASE COURSE.12. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH SECTION 710 AND 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION, FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC OPERATION STANDARDS INDEX NO. 17346, LATEST REVISION, AND/OR MANUAL ON UNIFORM TRAFFIC CONTROL DEVISESFOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC DEPARTMENT TYPICAL T-P-99-001.13. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF ASTM C-76 AND SECTIONS 125, 430 AND 941 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, LATEST EDITION. THE CLASS OF PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS.14. CORRUGATED STEEL PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M36 AND SECTIONS 125, 430 AND 945 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, LATEST EDITION. THE PIPE SHALL BE BITUMINOUS COATED.15. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADAND BRIDGE CONSTRUCTION, LATEST EDITION.16. ALL DRAINAGE PIPE SHALL BE POLYVINYL CHLORIDE OR CORRUGATED EXTERIOR/SMOOTH INTERIOR POLYETHYLENE PIPE SUITABLE FOR H20 LOADING. ALL PIPE SHALL MEET APPLICABLE ASTM AND AASHTOSTANDARDS AND FDOT STANDARDS PER SECTION 948 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.17. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.18. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTING A SHELLROCK BASE FOR ROADWAY19. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITTING REQUIREMENTS. COMPLIANCE INCLUDES SUBMITTAL OF ANOTICE OF INTENT (NOI) FOR CONSTRUCTION ACTIVITIES WITH AN ATTACHED STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE NOI AND SWPPP SHALL BE SUBMITTED TO ALL APPLICABLE AGENCIES.PAVEMENT MARKING GENERAL NOTES:1.PAVEMENT MARKING:A. DO NOT APPLY MARKINGS WITHIN 5 DAYS OF PAVEMENT PLACEMENT WITH THE EXCEPTION OF FRICTION COURSEWHICH IS 30 DAYS.B. PRIOR TO APPLYING PAVEMENT MARKINGS, REMOVE ANY MATERIAL THAT WOULD ADVERSELY AFFECT THE BOND.C. DO NOT APPLY WHEN WINDS ARE SUFFICIENT TO CAUSE SPRAY DUST.D. PRIOR TO APPLICATION OF THERMOPLASTIC MATERIAL TO PORTLAND CEMENT CONCRETE SURFACES, APPLY ATWO-PART EPOXY PRIMER SEALER RECOMMENDED BY THE MANUFACTURER.E. ESTABLISH TACK POINTS AT APPROPRIATE INTERVALS FOR USE IN ALIGNING MARKINGS.F. APPLY ONLY DURING DAYLIGHT HOURS AND, AS FAR AS PRACTICAL, SHALL BE TERMINATED IN TIME TO PERMITSUFFICIENT DRYING BY SUNSET.G. THE SURFACE WHICH IS TO BE PAINTED SHALL BE CLEANED, BY COMPRESSED AIR OR OTHER EFFECTIVE MEANS,IMMEDIATELY BEFORE THE START OF PAINTING AND SHALL BE CLEAN AND DRY WHEN THE PAINT IS APPLIED. ANYVEGETATION OR LOOSE SOIL SHALL BE REMOVED FROM THE PAVEMENT BEFORE STRIPING BEGINS.H. THOROUGHLY MIX PAINT BEFORE POURING INTO THE PAINTING MACHINE. NO THINNING OF THE PAINT IN THEMACHINE WILL BE ALLOWED AT ANY TIME. BEFORE THE START OF EACH DAY'S WORK THE PAINT CONTAINER, THECONNECTIONS, AND THE SPRAY NOZZLES ON THE MACHINE SHALL BE THOROUGHLY CLEANED WITH PAINT THINNEROR OTHER SUITABLE CLEANER.2.APPLICATION - THERMOPLASTIC:A. APPLY THERMOPLASTIC TO THE PAVEMENT BY EXTRUSION.B. EDGES OF MARKINGS ARE TO BE WELL DEFINED.C. THICKNESS TO BE AT LEAST 90 MILS.D. APPLY REFLECTIVE GLASS SPHERES IMMEDIATELY BEHIND THE STRIPING MECHANISM.3.APPLICATION - REFLECTIVE PAINT:A. APPLY PAINT TO THE PAVEMENT BY SPRAY.B. EDGES OF MARKINGS ARE TO BE WELL DEFINED.C. APPLY PAINT TO ATTAIN A MINIMUM WET FILM THICKNESS OF 15 MILS.D. APPLY SPHERES IMMEDIATELY AND UNIFORMLY FOLLOWING THE PAINT APPLICATION.4.APPLICATION - REFLECTIVE PAVEMENT MARKERS:A. SET REFLECTIVE PAVEMENT MARKERS 1 INCH TO THE LEFT OR RIGHT OF THE LINE.B. APPLY THE ADHESIVE TO THE BONDING SURFACE (NOT THE MARKER) SO THAT 100 PERCENT OF THE BONDING AREAOF THE MARKER WILL BE COVERED.C. APPLY SUFFICIENT ADHESIVE TO ENSURE THAT THE MARKER IS PRESSED DOWN INTO THE ADHESIVE AND ADHESIVEWILL BE FORCED AROUND THE PERIMETER OF THE MARKER.D. IMMEDIATELY REMOVE EXCESS ADHESIVE FROM THE BONDING SURFACE AND THE EXTERNAL SURFACE OF THEMARKER.5.PROTECTION:A. DO NOT ALLOW TRAFFIC ONTO NEWLY PAINTED TRAFFIC STRIPES AND MARKINGS UNTIL THEY ARE SUFFICIENTLY DRYTO PERMIT VEHICLES TO CROSS THEM WITHOUT DAMAGE.B. WARNING SIGNS SHALL BE SET UP BEFORE THE BEGINNING OF EACH OPERATION AND EXTRA SIGNS SHALL BE KEPTWELL AHEAD OF THE APPLICATION EQUIPMENT. THE EQUIPMENT SHALL BE SO OPERATED THAT TRAFFIC MAY PASSSAFELY. WARNING SIGNS ARE TO BE PLACED ONLY WHERE OPERATIONS ARE IN PROGRESS AND ARE TO BERELOCATED AS OFTEN AS IS NECESSARY.C. ERECT ADEQUATE WARNING SIGNS, AND TAKE NECESSARY PRECAUTIONS FOR THE PROTECTION OF THE WETPAVEMENT MARKINGS AND THE SAFETY OF THE PUBLIC. CONES, RUBBER “Z” GUARDS, OR SIMILAR PROTECTIVEDEVICES, SHALL BE PLACED ALONG THE NEWLY-PAINTED STRIPE TO PREVENT TRAFFIC FROM CROSSING THE WETPAINT. ANY SUCH DEVICES USED SHALL BE OF A TYPE THAT WILL NOT CAUSE DAMAGE TO VEHICULAR TRAFFIC IN THEEVENT THAT THESE OBJECTS ARE ACCIDENTALLY PASSED OVER.D. ANY PORTIONS OF THE PAVEMENT MARKINGS DAMAGED BY PASSING TRAFFIC OR FROM ANY OTHER CAUSE SHALL BEREWORKED AT NO ADDITIONAL COST TO THE OWNER.E. IF MORE THAN 2 PERCENT OF THE REFLECTIVE PAVEMENT MARKERS FAIL IN ADHESION OR ALIGNMENT WITHIN THE 45DAYS UNDER TRAFFIC, REPLACE ALL FAILED MARKERS AT NO ADDITIONAL COST TO THE OWNER.6.CORRECTIVE MEASURES:A. PAVEMENT MARKINGS WHICH FAIL TO MEET THE GUIDELINES, INCLUDING THE PERMISSIBLE TOLERANCES AND THEAPPEARANCE REQUIREMENTS, ARE MARRED OR DAMAGED BY TRAFFIC OR FROM ANY OTHER CAUSE SHALL BECORRECTED AT NO ADDITIONAL COST TO OWNER. DRIPS AND SPATTERED PAINT SHALL BE REMOVED. WHENEVER ITIS NECESSARY TO REMOVE PAINT IT SHALL BE DONE BY MEANS WHICH WILL NOT DAMAGE THE UNDERLYINGSURFACE OF THE PAVEMENT. WHEN NECESSARY TO CORRECT A DEVIATION WHICH EXCEEDS THE PERMISSIBLETOLERANCE IN ALIGNMENT, THAT PORTION OF THE STRIP AFFECTED SHALL BE REMOVED AND REPAINTED INACCORDANCE WITH THESE GUIDELINES.B. MISALIGNMENT, DEFECTIVE SURFACES, AND THE LIKE, SHALL BE CORRECTED BY SANDBLASTING OR BY ANY OTHERTYPE OF MECHANICAL DEVICE WHICH WILL EFFECTIVELY REMOVE THE PAINT WITHOUT DAMAGE TO THE PAVEMENTSURFACE.7.DIMENSION AND ALIGNMENT TOLERANCE:A. NO MARKING SHALL BE LESS THAN THE INDICATED WIDTH. NO MARKING SHALL EXCEED THE INDICATED WIDTH BYMORE THAN ½ INCH.B. CORRECTIONS OF VARIATION IN THE WIDTH OF, AND THE ALIGNMENT OF STRIPS SHALL NOT BE MADE ABRUPTLY BUTTHE STRIPES SHOULD BE RETURNED TO THE DESIGN WIDTH AT THE RATE OF AT LEAST 10 FEET FOR EACH ½ INCH OFCORRECTION.C. WHERE A STRIPE DEVIATES FROM THE CORRECT ALIGNMENT, AS INDICATED BY THE STRING LINE, BY MORE THANONE INCH IN ANY 20 FOOT LENGTH, IT SHALL BE OBLITERATED AND THE STRIPE CORRECTED.GENERAL:1.WORK INCLUDED:A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERINTENDENCE, QUALITY CONTROL, MATERIALS, PLANT, POWER, LIGHT, HEAT, FUEL, WATER, TOOLS, APPLIANCES, EQUIPMENT,SUPPLIES, AND OTHER MEANS OF CONSTRUCTION NECESSARY AND PROPER FOR PERFORMING AND COMPLETING THE WORK. CONTRACTOR SHALL PERFORM AND COMPLETE THEWORK IN THE MANNER BEST CALCULATED TO PROMOTE SCHEDULED CONSTRUCTION CONSISTENT WITH SAFETY OF LIFE AND PROPERTY AND TO THE SATISFACTION OF THEOWNER, AND IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CLEAN UP THE WORK, MAINTAIN IT DURING CONSTRUCTION, AND PAY ALL COSTSINCIDENTAL THERETO. CONTRACTOR SHALL REPAIR OR RESTORE ALL STRUCTURES AND PROPERTY THAT MAY BE DAMAGED OR DISTURBED DURING PERFORMANCE OF THE WORK.B. THE COST OF INCIDENTAL WORK DESCRIBED IN THESE GENERAL REQUIREMENTS, FOR WHICH THERE ARE NO SPECIFIC CONTRACT ITEMS, SHALL BE CONSIDERED AS PART OF THEGENERAL COST OF DOING THE WORK AND SHALL BE INCLUDED IN THE PRICES FOR THE VARIOUS CONTRACT ITEMS. NO ADDITIONAL PAYMENT WILL BE MADE THEREFORE.C. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUCH MODERN PLANT, TOOLS, AND EQUIPMENT AS MAY BE NECESSARY IN THE OPINION OF THE ENGINEER, TO PERFORM IN ASATISFACTORY AND ACCEPTABLE MANNER ALL THE WORK REQUIRED BY THE CONTRACT. ONLY EQUIPMENT OF ESTABLISHED REPUTATION AND PROVEN EFFICIENCY SHALL BEUSED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUACY OF WORKMANSHIP, MATERIALS AND EQUIPMENT, PRIOR APPROVAL OF THE ENGINEERNOTWITHSTANDING.D. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLYTEST AND INSPECT THE COMPLETED WORK.2.MOBILIZATION:A. PERFORM PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESSARY FORTHE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES, AND INCIDENTALS TO THE PROJECT SITE AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETYEQUIPMENT AND FIRST AID SUPPLIES, AND OTHER FACILITIES. INCLUDE THE COSTS OF BONDS AND ANY REQUIRED INSURANCE AND ANY OTHER PRE-CONSTRUCTION EXPENSENECESSARY FOR THE START OF THE WORK, EXCLUDING THE COST OF CONSTRUCTION MATERIALS.3.MAINTENANCE OF TRAFFIC:A. PREPARE AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR REVIEW. A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA OR A PERSON THAT HAS SATISFACTORILYCOMPLETED THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION “FLORIDA ADVANCED WORK ZONE TRAFFIC CONTROL COURSE” SHALL PREPARE THE PLAN.B. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL THROUGH THE WORK AREA FOR THE DURATION OF CONSTRUCTION. PROVIDE TRAFFIC CONTROL DEVICESTHAT ARE ON THE FLORIDA DEPARTMENT OF TRANSPORTATION'S “QUALIFIED PRODUCT LIST”.4.PROVISIONS FOR CONTROL OF POLLUTION:A. SUFFICIENT PRECAUTIONS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT THE RUN-OFF OF POLLUTING SUBSTANCES SUCH AS SILT, CLAY, FUELS, OILS, BITUMEN'S OROTHER POLLUTING MATERIALS HARMFUL TO HUMANS, FISH, OR OTHER LIFE, INTO THE SUPPLIES AND SURFACE WATERS OF THE STATE OF FLORIDA. CONTROL MEASURES MUST BEADEQUATE TO ASSURE THAT TURBIDITY IN THE RECEIVING WATER WILL NOT BE INCREASED MORE THAN 29 NEPHELOMETRIC TURBIDITY UNITS (NTU) ABOVE BACKGROUND UNLESSOTHERWISE PERMITTED. SPECIAL PRECAUTIONS SHALL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT OPERATIONS WHICH PROMOTE EROSION. EROSIONEVIDENT WITHIN THE LIMITS OF CONSTRUCTION OR OTHER AREAS AFFECTED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.B. FILL OUT A NOTICE OF INTENT FORM (FDEP FORM 62-621.300(4)(B) AND SUBMIT IT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.5.PROGRESS SCHEDULE:A. PREPARE A CONSTRUCTION PROGRESS SCHEDULE COVERING ALL THE WORK INVOLVED IN THE CONTRACT. THIS INCLUDES SUBMITTAL AND APPROVAL OF SHOP DRAWINGS ONCRITICAL ITEMS, FABRICATION AND DELIVERY OF IDENTIFIABLE MATERIALS AND EQUIPMENT, SPECIFIC ITEMS OR WORK IN THE SCOPE, INTERFACES REQUIRED WITH OTHERCONTRACTS THAT MAY BE PART OF AN OVERALL PROJECT, AND SPECIFIC DEPENDENCIES UPON ACTS OR ACTIVITIES OF PARTIES NOT UNDER THE CONTROL OF CONTRACTOR.B. THE BAR GRAPH METHOD OR CRITICAL PATH METHOD ARE ACCEPTABLE FOR SCHEDULING CONSTRUCTION ACTIVITY.6.SHOP DRAWINGS, PRODUCT DATA AND SAMPLES:A. SUBMIT COPIES OF ALL REQUIRED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES FOR ENGINEER'S REVIEW.B. SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND TRANSMITTAL LETTERS PERTAINING THERETO SHALL BE IDENTIFIED WITH THE TITLE OF THE PROJECT, SUBMISSION DATE, AND THECONTRACTOR'S ACKNOWLEDGEMENT THAT HE HAS REVIEWED THEM AND FOUND THEM ACCEPTABLE.C. NOTIFY ENGINEER IN WRITING, AT THE TIME OF SUBMITTAL, OF ANY DEVIATIONS IN THE SUBMITTALS FROM THE REQUIREMENTS OF THE CONTACT DOCUMENTS.D. THE REVIEW AND APPROVAL OF SHOP DRAWINGS, SAMPLES OR PRODUCT DATA BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM HIS/HER RESPONSIBILITY WITHREGARD TO THE FULFILLMENT OF THE TERMS OF THE CONTRACT DOCUMENTS. ALL RISKS OF ERROR AND OMISSION ARE ASSUMED BY THE CONTRACTOR AND THE ENGINEER WILLHAVE NO RESPONSIBILITY THEREFORE.7.BORING LOGS, OTHER REPORTS AND DRAWINGS UTILIZED BY ENGINEER:A. BORING LOGS, OTHER REPORTS AND DRAWINGS UTILIZED BY ENGINEER, IF ENCLOSED, ARE PROVIDED FOR CONTRACTOR'S INFORMATION AND ARE NOT A PART OF THE CONTRACTDOCUMENTS. THERE IS NO TECHNICAL DATA IN THE BORING LOGS, OTHER REPORTS OR DRAWINGS THAT SHOULD BE RELIED ON BY THE CONTRACTOR.8. CONSTRUCTION STAKING AND RECORD DRAWINGS:A. THE BASELINES AND BENCHMARKS FOR PRIMARY CONTROL, NECESSARY TO ESTABLISH LINES AND GRADES NEEDED FOR CONSTRUCTION ARE SHOWN ON THE DRAWINGS. THESEBASELINES AND BENCHMARKS SHALL BE USED AS THE ORIGIN OF ALL SURVEYS, LAYOUTS AND MEASUREMENTS TO ESTABLISH CONSTRUCTION LINES AND GRADES. CONTRACTORSHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE LOSS OR DAMAGE OF PRIMARY CONTROL POINTS. ANY STAKES AND/OR CONTROL POINTS LOST OR DAMAGED BYCONSTRUCTION ACTIVITY WILL BE RE-ESTABLISHED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER.B. CONSTRUCTION STAKING AND RECORD DRAWINGS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR AND MAPPER LICENSED IN THE STATE OF FLORIDA.DESIGN DATA SHALLBE LINED-OUT.C. RECORD DATA SHALL BE ADDED NEXT TO EACH LINED-OUT DESIGN DIMENSION OR ELEVATION.D. REQUIRED RECORD DRAWING INFORMATIONDRAINAGE:·RIM/GRATE ELEVATIONS ON INLETS AND MANHOLES.·FLOWLINE ELEVATIONS OF PIPES.·LINEAR DISTANCE ALONG PIPES FROM STRUCTURE TO STRUCTURE.·RECALCULATED PIPE SLOPES BASED ON FLOWLINE ELEVATIONS AND DISTANCE BETWEEN STRUCTURES.·HORIZONTAL LOCATION OF INLETS, MANHOLES AND STRUCTURES BASED ON STATIONING/COORDINATE/DIMENSIONING DRAWINGS:·TOP OF PIPE/BOTTOM OF PIPE ELEVATIONS AS APPLICABLE AT ALL PIPE CROSSINGS.GRADING:·VERIFY ALL ELEVATIONS ON DRAWINGS.ROADWAYS:·ALIGNMENT TIES FOR ROAD CENTERLINES AT ALL INTERSECTIONS AND HORIZONTAL CURVES (PC AND PT).·HORIZONTAL AND VERTICAL GEOMETRY.STORMWATER MANAGEMENT:·TOP OF BANK AND BOTTOM ELEVATIONS OF RETENTION/DETENTION AREAS.·CROSS SECTION LAKE SIDE SLOPES FROM TOP OF BANK TO BOTTOM OF TOE AT 200 FEET ON CENTER.WATER AND SEWER:·AS REQUIRED BY LOCAL UTILITY OWNER.9.PROTECTION/ADJUSTMENT OF UTILITIES:A. UTILITY INSTALLATIONS AND STRUCTURES SHALL BE UNDERSTOOD TO INCLUDE ALL POLES, TRACKS, PIPES, WIRES, CONDUITS, HOUSE SERVICE CONNECTIONS, VAULTS, MANHOLESAND ALL OTHER APPURTENANCES AND FACILITIES PERTAINING THERETO WHETHER OWNED OR CONTROLLED BY THE OWNER, OTHER GOVERNMENTAL BODIES OR PRIVATELYOWNED BY INDIVIDUALS, FIRMS OR CORPORATIONS, USED TO SERVE THE PUBLIC WITH TRANSPORTATION, TRAFFIC CONTROL, GAS, ELECTRICITY, TELEPHONE, SEWERAGE,DRAINAGE, WATER OR OTHER PUBLIC OR PRIVATE PROPERTY WHICH MAY BE AFFECTED BY THE WORK.B. CONTRACTOR SHALL PROTECT ALL UTILITY INSTALLATIONS AND STRUCTURES FROM DAMAGE DURING WORK. ACCESS ACROSS ANY BURIED PUBLIC UTILITY INSTALLATION ORSTRUCTURE SHALL BE MADE ONLY IN SUCH LOCATIONS AND BY MEANS APPROVED BY THE UTILITY OWNER. THE CONTRACTOR SHALL SO ARRANGE OPERATIONS AS TO AVOID ANYDAMAGE TO THESE FACILITIES. ALL REQUIRED PROTECTIVE DEVICES AND CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EXISTING PUBLIC UTILITIES DAMAGED BYTHE CONTRACTOR WHICH ARE SHOWN ON THE DRAWINGS OR HAVE BEEN LOCATED IN THE FIELD BY THE UTILITY OWNER SHALL BE REPAIRED BY THE CONTRACTOR.C. PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BY THE OWNER OR OTHER GOVERNMENTAL BODY, WHICH ARE SHOWN ON THE DRAWINGS TO BEREMOVED, RELOCATED, REPLACED OR REBUILT BY THE CONTRACTOR SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS CONTRACT ITEMS. NO SEPARATE PAYMENTS SHALLBE MADE THEREFORE.D. WHERE PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BY THE OWNER OR OTHER GOVERNMENTAL BODY ARE ENCOUNTERED DURING THE COURSE OFTHE WORK, AND ARE NOT INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS, AND WHEN IN THE OPINION OF THE ENGINEER, REMOVAL, RELOCATION, REPLACEMENT ORREBUILDING IS NECESSARY TO COMPLETE THE WORK UNDER THIS CONTRACT, SUCH WORK SHALL BE ACCOMPLISHED BY THE UTILITY HAVING JURISDICTION, OR SUCH WORK MAYBE ORDERED, IN WRITING BY THE ENGINEER, FOR THE CONTRACTOR TO ACCOMPLISH. IF SUCH WORK IS ACCOMPLISHED BY THE UTILITY HAVING JURISDICTION IT WILL BE CARRIEDOUT EXPEDITIOUSLY AND THE CONTRACTOR SHALL GIVE FULL COOPERATION TO PERMIT THE UTILITY TO COMPLETE THE REMOVAL, RELOCATION, REPLACEMENT OR REBUILDING ASREQUIRED. IF SUCH WORK IS ACCOMPLISHED BY THE CONTRACTOR, IT WILL BE IN ACCORDANCE WITH THE GENERAL AND SUPPLEMENTARY CONDITIONS.E. CONTRACTOR SHALL GIVE WRITTEN NOTICE TO OWNER AND GOVERNMENTAL UTILITY DEPARTMENTS AND OTHER OWNERS OF PUBLIC UTILITIES OF THE LOCATION OF THEPROPOSED CONSTRUCTION OPERATIONS, AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE OF BREAKING GROUND IN ANY AREA OR ON ANY UNIT OF THE WORK.F. THE MAINTENANCE, REPAIR, REMOVAL, RELOCATION OR REBUILDING OF PUBLIC UTILITY INSTALLATIONS AND STRUCTURES, WHEN ACCOMPLISHED BY THE CONTRACTOR AS HEREINPROVIDED, SHALL BE DONE BY METHODS APPROVED BY THE UTILITY OWNER.10.FIELD OBSERVATIONS AND TESTING:A. FIELD OBSERVATIONS WILL BE PERFORMED BY ENGINEER AND ALL FIELD TESTING OF MATERIALS WILL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. THE COST OFPASSING TESTS WILL BE PAID BY OWNER. FAILING TESTS SHALL BE PAID BY THE CONTRACTOR.B. FOR TESTS SPECIFIED TO BE MADE BY THE CONTRACTOR (FOR EQUIPMENT/MATERIAL PRIOR TO DELIVERY TO THE PROJECT SITE), THE TESTING PERSONNEL SHALL MAKE THENECESSARY INSPECTIONS AND TESTS AND THE REPORTS THEREOF SHALL BE IN SUCH FORM AS WILL FACILITATE CHECKING TO DETERMINE COMPLIANCE WITH THE CONTRACTDOCUMENTS. COPIES OF THE REPORTS SHALL BE SUBMITTED AND AUTHORITATIVE CERTIFICATION THEREOF MUST BE FURNISHED TO THE ENGINEER AS A PREREQUISITE FOR THEACCEPTANCE OF ANY MATERIAL OR EQUIPMENT.C. IF, IN THE MAKING OF ANY TEST OF ANY MATERIAL, IT IS ASCERTAINED BY THE ENGINEER THAT THE MATERIAL DOES NOT COMPLY WITH THE CONTRACT, THE CONTRACTOR WILL BENOTIFIED THEREOF AND WILL BE DIRECTED TO REFRAIN FROM DELIVERING SAID MATERIAL, OR TO REMOVE IT PROMPTLY FROM THE SITE OR FROM THE WORK AND REPLACE IT WITHACCEPTABLE MATERIAL, WITHOUT ADDITIONAL COST TO THE OWNER.D. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROPER OPERATION OF MATERIAL DURING TESTS AND CONSTRUCTION PERIODS AND SHALL NEITHER HAVE NOR MAKEANY CLAIM FOR DAMAGE THAT MAY OCCUR TO MATERIAL PRIOR TO THE TIME WHEN THE OWNER FORMALLY TAKES OVER THE OPERATION THEREOF.E. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING FIELD TESTING.F. PIPE TRENCHES SHALL BE TESTED AT RANDOMLY SELECTED LOCATIONS ALONG THE LENGTH OF EACH PIPE RUN WITHIN EACH 300' INTERVAL (MAXIMUM) AND BETWEEN EACH SETOF TWO STRUCTURES IF A PIPE RUN SEPARATING THE TWO IS LESS THAN 300' IN LENGTH.G. ALL PIPE AND STRUCTURE TRENCHES SHALL BE BACKFILLED USING A MAX. OF 12" LIFTS. ALL BACKFILL MATERIAL SHALL BE CLEAN, DRY STRUCTURAL FILL, WITH NO DELETERIOUSOR ORGANIC MATERIAL PRESENT.H. AT LEAST ONE TEST SHALL BE PERFORMED FOR EVERY 12" OF DEPTH, STARTING AT THE SPRINGLINE OF THE PIPE, COVERING THE 12" LAYER BELOW THE SPRINGLINE OF THE PIPE.I. TESTS SHALL BE PERFORMED AT EVERY STRUCTURE BEGINNING AT THE BASE OF THE STRUCTURE (COVERING THE 12" BELOW THE BASE OF THE STRUCTURE) WITH ONE TEST FOREVERY 12" LIFT. TESTS SHALL ALTERNATE FROM CORNER TO CORNER OR FROM SIDE TO SIDE AROUND THE STRUCTURE WITH EACH 12" LIFT.J. SUBGRADE COMPACTION SHALL BE CHECKED AT 200 FOOT INTERVALS.K. FOR CURB AND SIDEWALK CHECK CONCRETE SLUMP AND OBTAIN A SET OF TEST CYLINDERS EVERY 800-1000 FEET.L. BASE ROCK - ANALYZE MATERIAL WHEN IT IS DELIVERED TO THE SITE FOR COMPLIANCE WITH THE SPECIFICATIONS. CHECK COMPACTION AT 300 FOOT INTERVALS BUT ALTERNATELEFT SIDE TO RIGHT SIDE.M. ASPHALT - VERIFY ASPHALT TEMPERATURE AT ARRIVAL TO SITE TO VERIFY COMPLIANCE WITH MIX DESIGN.N. ALL DENSITY TESTS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER, LICENSED IN THE STATE OF FLORIDA.O. ALL TESTS AND LOCATIONS ARE SUBJECT TO REVIEW BY REPRESENTATIVES OF OUR OFFICE AND ADDITIONAL TESTS MAY BE REQUIRED BASED ON FIELD OBSERVATIONS OFCONSTRUCTION TECHNIQUES OR MATERIALS USED ON SITE.11.SALVAGE MATERIAL:A. ALL SALVAGEABLE MATERIAL AND EQUIPMENT REMOVED FROM THE EXISTING CONSTRUCTION FOR WHICH SPECIFIC USE, RELOCATION OR OTHER DISPOSAL IS NOT SPECIFICALLYNOTED ON THE DRAWINGS OR OTHERWISE SPECIFIED, SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE TURNED OVER TO HIM. ALL MATERIAL AND EQUIPMENT NOT INSALVAGEABLE CONDITION AS DETERMINED BY THE ENGINEER, SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER AT THE CONTRACTOR'S EXPENSE. THE ACTUALSTORAGE SITE FOR SALVAGEABLE MATERIAL WILL BE DESIGNATED BY THE OWNER.12.CLEANING:A. DURING CONSTRUCTION OF THE WORK, THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE SITE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL, DEBRIS ANDRUBBISH AS IS PRACTICABLE AND SHALL REMOVE THE SAME FROM ANY PORTION OF THE SITE IF, IN THE OPINION OF THE ENGINEER, SUCH MATERIAL, DEBRIS, OR RUBBISHCONSTITUTES A NUISANCE OR IS OBJECTIONABLE.B. AT THE CONCLUSION OF THE WORK, ALL TOOLS, TEMPORARY STRUCTURES AND MATERIALS BELONGING TO THE CONTRACTOR SHALL BE PROMPTLY TAKEN AWAY ANDCONTRACTOR SHALL REMOVE AND PROMPTLY DISPOSE OF ALL RUBBISH OR ANY OTHER FOREIGN MATERIALS. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL MATERIALINSTALLED AND SHALL DELIVER SUCH MATERIALS UNDAMAGED IN A CLEAN AND NEW CONDITION.GENERAL NOTES:1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLEFOR REPLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.2. ALL UNSUITABLE MATERIAL SUCH AS MUCK, MARL, AND DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF WITHIN THE LIMITS OF CONSTRUCTION. CLEAN GRANULAR MATERIAL SHALL BE USED ASBACKFILL AND PLACED IN 12 INCH LIFTS.3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLYAND MAY NOT SHOW ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION.4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DE-ENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.5. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.6. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THECOMPLETED WORK.7. MINIMUM FINISHED FLOOR ELEVATION(S) SHALL BE ABOVE THE FEMA FLOOD HAZARD ELEVATION, OR 18 INCHES ABOVE MINIMUM ROAD CROWN ELEVATION, WHICHEVER IS GREATER.8. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY APPROPRIATE GOVERNING AGENCIES.9. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES.10. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS.11. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.12. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY.13. ENGENUITY GROUP, INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS INACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND FOR THE SAFETY OF THE GENERAL PUBLIC.14. CONTRACTOR SHALL ASSURE THAT ALL TRENCHES MORE THAN FIVE FEET DEEP WILL HAVE TRENCH PROTECTION PER THE TRENCH SAFETY ACT. THE METHOD OF TRENCH PROTECTION THE CONTRACTORSELECTS MUST BE IN COMPLIANCE WITH OSHA REGULATIONS.15. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR IS TO INCLUDE IN THEIR BID PACKAGE, PER THE TRENCH SAFETY ACT, ONE ITEM OF COST PERTAINING TO TRENCH PROTECTION.
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EEWMWMFMFMFM12' WIDE SEACOAST UTILITY AUTHORITY EASEMENTDUMPSTERAREA10'PROPOSED ASPHALTPATH TO MATCH EXISTINGSPLIT RAIL FENCEMATCH TO EXISTINGDRIVEEXISTING FPL POLETO BE REMOVEDMATCH EXISTINGPAVEMENTEX. WALL TO BEREMOVED.AREA TO BEGRADED AT 4:1SLOPE ANDSODDED.PROPERTY LINEEXISTINGWALKWAYPROPOSEDCROSSWALKASPHALTPATHEX. LIGHT POLETO REMAINEX. LIGHT POLETO REMAINEX. FPL POLE WITH POLEMOUNTED TRANSFORMERTO REMAINEX. OVERHEADFPL LINE TO BEREMOVEDEX. OVERHEADFPL LINE TO BEREMOVEDEX. OVERHEADFPL LINE TO BEREMOVEDEX. OVERHEADFPL LINE TO BEREMOVEDEX. OVERHEADFPL LINE TO BEREMOVEDEXISTING FPL POLETO BE REMOVEDEXISTING FPL POLETO BE REMOVEDEXISTING FPL POLETO BE REMOVEDEX. OVERHEADFPL LINE TOREMAINEX. OVERHEADFPL LINE TOREMAINEX. OVERHEADFPL LINE TOREMAINPROPOSED FPLPOLECONTRACTOR SHALLDIRECTIONAL BORE FPLSUPPLIED CONDUIT PER FPLREQUIREMENTS.EXISTING SERVICE POINT'A'. SEE RISER DIAGRAMON SHEET E-3EXISTING SERVICE POINT 'B'TO REMAIN (MARINA POWER)SA1SA1SA1SA1SC1SC1SC1SC1SB1SB1SB1SC1SA1SA1SA1SB1SA1SA1SA1SC111111111111111111123SB14A-10,12 (LTG)A-4 (RECEPT)A-10,12 (LTG)A-4 (RECEPT)A-10,12 (LTG)A-4 (RECEPT)A-10,12 (LTG)A-4 (RECEPT)A-10,12 (LTG)A-6 (RECEPT)A-10,12 (LTG)A-6 (RECEPT)A-10,12 (LTG)A-6 (RECEPT)A-10,12 (LTG)A-6 (RECEPT)A-10,12 (LTG)A-6 (RECEPT)A-10,12 (LTG)A-4 (RECEPT)A-14,16 (LTG)A-8 (RECEPT)A-14,16 (LTG)A-5 (RECEPT)A-14,16 (LTG)A-8 (RECEPT)A-14,16 (LTG)A-8 (RECEPT)A-14,16 (LTG)A-8 (RECEPT)A-14,16 (LTG)A-8 (RECEPT)1A-14,16 (LTG)A-5 (RECEPT)A-14,16 (LTG)A-5 (RECEPT)A-14,16 (LTG)A-5 (RECEPT)A-14,16 (LTG)A-5 (RECEPT)SC1A-14,16 (LTG)A-5 (RECEPT)1SCALE: 1" =GRAPHIC SCALE030'30 45 60RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.TH IS D OC U MENT H AS BEEN EL ECT RON ICAL LY SIGN ED AN DSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-1.dwg DATE: 5/17/2022 3:35 PMPLOT: 5/17/2022 3:38:59 PME1603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
ELECTRICAL SITE PLAN90%MAY 2022CONTRACTOR SHALL PROVIDE AND INSTALL 4#6, 1#6G-2"C AND 2"C FOR SECURITYCONTRACTOR SHALL PROVIDE AND INSTALL 3#3/0-2" CONDUITCONTRACTOR SHALL DIRECTIONAL BORE FPL SUPPLIED CONDUIT BETWEEN POLES.INSTALLATION SHALL BE MEET FPL REQUIREMENTS.CONTRACTOR SHALL REPLACE EXISTING LIGHT FIXTURE WITH NEW FIXTURE. VERIFY EXISTINGTENON PRIOR TO ORDERING FIXTURE.123ELECTRICAL KEY NOTES:4Smith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
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EE12' WIDE SEACOAST UTILITY AUTHORITY EASEMENTDUMPSTERAREASPLIT RAIL FENCEEXISTING FPL POLETO BE REMOVEDPROPERTY LINEEXISTINGWALKWAYPROPOSEDCROSSWALKASPHALTPATHEX. LIGHT POLETO REMAINEX. LIGHT POLETO REMAINEX. FPL POLE WITH POLEMOUNTED TRANSFORMERAND LIGHT TO REMAIN0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.010.010.010.010.010.010.010.010.000.000.000.000.000.000.000.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.001.2 1.3 1.3 1.3 1.3 1.0 0.8 0.70.8 1.0 1.3 1.6 1.5 1.6 1.4 1.1 1.0 1.0 1.1 1.30.6 0.8 1.1 1.4 1.6 1.9 1.6 1.4 1.2 1.1 1.2 1.3 1.5 2.1 3.20.6 0.9 1.2 1.5 1.8 1.7 1.7 1.5 1.2 1.1 1.2 1.3 1.5 1.9 2.8 3.5 3.60.8 0.9 0.9 0.9 0.9 1.0 1.0 0.8 0.7 0.50.5 0.7 1.0 1.2 1.5 1.6 1.5 1.5 1.4 1.2 1.1 1.2 1.2 1.3 1.6 2.0 2.4 2.5 2.1 1.6 1.3 1.1 0.8 0.9 1.1 1.4 1.6 1.6 1.6 1.6 1.4 1.1 0.8 0.60.8 1.1 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.4 1.6 1.6 1.5 1.3 1.2 1.0 0.9 0.9 1.2 1.7 2.2 2.5 2.6 2.31.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.9 0.8 0.81.1 1.1 1.0 1.0 0.8 0.8 0.9 1.3 2.0 3.0 3.8 3.11.6 1.6 1.5 1.3 1.1 1.0 0.9 0.7 0.70.7 0.7 0.7 0.7 0.6 0.6 0.7 1.12.0 2.2 2.0 1.6 1.3 1.0 0.8 0.60.7 0.7 0.9 1.4 2.3 3.4 4.0 3.8 2.91.9 2.5 3.0 3.2 2.7 1.8 1.11.3 1.4 1.3 1.1 0.9 0.9 0.8 0.8 1.0 1.4 2.0 2.6 2.8 2.7 2.3 1.9 1.6 1.3 1.3 1.2 1.1 1.2 1.5 2.2 3.3 4.1 4.02.1 2.1 1.7 1.4 1.1 1.0 0.9 0.9 1.0 1.2 1.6 1.8 1.9 2.0 2.1 2.1 1.9 1.6 1.4 1.2 1.1 1.1 1.4 2.13.1 2.3 1.7 1.2 1.0 0.9 0.9 1.0 1.2 1.4 1.6 1.7 2.0 2.2 2.1 1.9 1.6 1.3 1.1 1.03.9 2.8 1.9 1.3 1.0 0.9 0.8 1.1 1.3 1.4 1.6 1.7 1.9 2.1 2.0 1.6 1.3 1.0 0.83.9 2.8 1.9 1.3 1.1 1.0 1.0 1.0 1.2 1.4 1.8 2.2 2.5 2.7 2.4 1.7 1.12.9 2.3 1.7 1.3 1.2 1.1 1.1 1.1 1.2 1.5 2.1 3.0 3.7 3.1 1.82.0 1.7 1.5 1.3 1.2 1.2 1.1 1.1 1.2 1.5 2.21.4 1.4 1.4 1.3 1.2 1.2 1.1 1.1 1.11.0 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.81.0 1.1 1.1 1.1 1.1 1.0 0.81.0 1.1 1.2 1.3 1.1 0.91.4 1.5 1.3 1.11.60.4 0.5 0.8 1.0 1.4 1.8 2.60.50.4 0.5 0.8 1.2 2.1 3.3 4.1 4.0 3.2 2.1 1.3 0.8 0.6 0.5 0.8 1.1 1.5 2.1 3.1 4.00.6 0.7 0.9 1.00.5 0.8 1.3 2.2 3.4 4.1 4.0 3.2 2.0 1.2 0.9 0.7 0.6 0.6 0.7 0.9 1.3 1.9 2.7 3.0 3.0 2.6 1.9 1.3 0.9 0.7 0.5 0.5 0.9 1.4 2.0 2.9 4.0 3.71.3 1.1 0.9 0.9 0.9 1.0 1.1 1.4 1.90.9 1.3 2.0 2.8 3.2 3.1 2.6 1.8 1.3 0.9 0.8 0.7 0.7 0.8 0.9 1.2 1.6 1.9 2.0 2.0 1.8 1.6 1.2 1.0 0.7 0.6 0.4 0.6 1.1 1.6 2.3 3.2 3.41.7 1.5 1.2 1.1 1.0 1.1 1.2 1.4 1.8 2.60.9 1.3 1.7 2.0 2.1 2.0 1.9 1.6 1.2 1.0 0.8 0.8 0.8 0.8 0.9 1.1 1.3 1.4 1.3 1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.5 0.8 1.5 2.0 2.4 2.4 1.91.7 1.6 1.2 1.1 1.0 1.1 1.2 1.4 2.0 3.0 4.21.2 1.4 1.5 1.5 1.4 1.4 1.3 1.2 1.0 0.8 0.7 0.7 0.7 0.9 0.9 1.0 0.9 0.8 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 1.4 1.8 2.0 1.9 1.5 1.01.6 1.5 1.4 1.3 1.1 1.0 1.0 1.1 1.1 1.4 1.9 2.8 3.71.0 1.0 0.9 0.9 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 1.2 1.7 1.8 1.7 1.4 1.11.1 1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.1 1.3 1.7 2.3 2.8 2.90.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.2 1.6 1.7 1.6 1.4 1.1 0.70.7 0.9 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.1 1.5 1.8 2.1 2.0 1.70.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 1.0 1.2 1.3 1.61.4 1.0 0.7 0.40.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.11.6 1.7 1.6 1.41.1 1.1 1.1 1.2 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.4 1.1 0.9 0.8 0.8 0.7 0.8 0.9 1.2 1.5 1.5 1.71.0 0.7 0.50.6 0.7 0.8 0.8 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.5 1.4 1.3 1.2 1.3 1.9 2.9 4.1 4.2 3.4 2.2 1.5 1.2 1.0 0.8 0.8 1.1 1.3 1.4 1.4 1.3 1.0 0.9 0.8 0.8 0.8 0.9 1.2 1.5 1.5 1.6 1.6 1.3 1.0 0.8 0.8 0.8 0.8 0.9 1.1 1.4 1.80.9 0.7 0.6 0.50.6 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.5 1.6 1.5 1.4 1.2 1.2 1.3 1.3 1.7 2.4 3.0 3.1 2.6 1.9 1.4 1.2 1.0 0.9 0.9 1.1 1.4 1.61.4 1.1 0.9 0.9 0.9 0.8 0.9 1.1 1.4 1.7 1.8 1.6 1.3 1.0 0.8 0.8 0.8 0.8 0.9 1.1 1.4 1.8 1.8 1.7 1.4 1.1 0.8 0.7 0.7 0.8 1.4 1.90.8 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.4 1.5 1.6 1.7 1.5 1.3 1.1 1.0 1.0 1.1 1.4 1.7 2.0 2.1 1.8 1.5 1.2 1.1 1.0 0.9 0.9 1.1 1.3 1.6 1.9 1.6 1.4 1.1 0.9 0.9 0.9 0.8 0.9 1.1 1.4 1.7 1.7 1.6 1.3 1.0 0.9 0.8 0.8 0.7 0.9 1.1 1.4 1.5 1.5 1.6 1.40.7 0.7 0.8 0.9 1.3 1.8 2.61.2 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.6 1.7 1.8 1.7 1.5 1.2 0.9 0.9 0.9 0.9 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.9 1.1 1.4 1.6 1.6 1.7 1.4 1.1 0.9 0.8 0.8 0.8 0.9 1.1 1.4 1.4 1.5 1.5 1.3 1.0 0.9 0.8 0.7 0.7 0.8 1.0 1.2 1.2 1.2 1.3 1.10.7 0.7 0.8 1.0 1.4 2.0 3.1 4.31.8 1.8 1.6 1.5 1.4 1.3 1.3 1.41.8 1.6 1.4 1.1 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.3 1.3 1.4 1.4 1.3 1.0 0.9 0.8 0.8 0.8 0.8 1.0 1.1 1.2 1.2 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.8 0.8 1.0 1.3 2.0 2.9 3.92.7 2.7 2.2 1.8 1.5 1.4 1.4 1.41.7 1.7 1.4 1.0 0.8 0.7 0.6 0.5 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.1 1.1 1.2 1.2 1.1 1.0 0.9 0.9 0.8 0.8 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.8 0.9 0.9 1.0 1.2 1.3 1.3 1.2 1.3 1.3 1.3 1.1 1.0 0.8 0.8 0.9 1.2 1.6 2.2 2.83.8 3.7 2.8 2.0 1.6 1.4 1.4 1.4 1.4 1.5 1.5 1.2 1.0 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.8 1.0 1.1 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.3 1.2 1.2 1.2 1.4 1.5 1.4 1.3 1.1 1.0 0.8 0.8 0.9 1.0 1.2 1.5 1.7 1.8 1.8 1.8 1.8 1.6 1.3 1.1 0.9 0.8 0.9 1.0 1.3 1.6 1.8 1.84.0 2.9 2.1 1.6 1.4 1.4 1.3 1.4 1.4 1.5 1.4 1.3 1.1 1.0 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.8 0.9 1.1 1.2 1.2 1.3 1.4 1.5 1.5 1.4 1.3 1.1 1.1 1.1 1.2 1.4 1.5 1.7 1.8 1.8 1.9 1.8 1.6 1.3 1.1 0.9 0.8 0.7 0.8 0.9 1.2 1.5 1.9 2.2 2.3 2.3 2.2 1.8 1.3 1.0 0.8 0.8 0.8 0.8 1.0 1.2 1.3 1.23.4 2.6 2.0 1.6 1.4 1.4 1.4 1.4 1.6 1.7 1.8 1.8 1.7 1.6 1.5 1.3 1.0 0.8 0.7 0.7 0.7 0.9 1.1 1.3 1.6 1.8 1.9 2.0 1.9 1.6 1.3 1.2 1.1 1.0 1.1 1.2 1.4 1.7 2.1 2.4 2.5 2.4 2.0 1.6 1.2 0.9 0.8 0.7 0.6 0.7 0.8 1.0 1.4 2.1 2.9 3.3 3.3 2.8 2.0 1.3 0.9 0.7 0.6 0.6 0.7 0.8 0.9 0.9 0.8 0.62.3 1.9 1.6 1.4 1.3 1.3 1.3 1.4 1.6 1.8 2.1 2.3 2.3 2.2 2.0 1.6 1.2 0.9 0.8 0.8 0.8 0.9 1.1 1.5 2.1 2.6 2.7 2.7 2.2 1.6 1.2 0.9 0.8 0.9 0.9 1.0 1.3 1.8 2.6 3.3 3.5 3.2 2.4 1.6 1.1 0.8 0.6 0.5 0.5 0.5 0.6 0.9 1.3 2.2 3.4 4.1 4.1 3.2 2.0 1.2 0.8 0.5 0.41.5 1.4 1.21.1 1.2 1.4 1.8 2.4 2.9 3.1 3.0 2.5 1.8 1.2 0.9 0.7 0.7 0.7 0.8 1.1 1.6 2.6 3.5 3.9 3.6 2.6 1.6 1.1 0.8 0.7 0.6 0.6 0.8 1.1 1.7 2.8 3.9 4.2 3.7 2.5 1.4 0.90.8 1.00.8 0.9 1.1 1.6 2.5 3.6 4.2 4.0 3.0 1.8 1.2 0.8 0.6 0.5 0.5 0.6 0.9 1.4 2.4 3.4 3.60.5 0.8 1.1EX. OVERHEADFPL LINE TOREMAINEX. OVERHEADFPL LINE TOREMAINPROPOSED FPLPOLEEXISTING SERVICE POINT 'B'FPL LIGHT TO REMAIN(MARINA POWER)SA1SA1SA1SA1SC1SC1SC1SC1SB1SB1SB1SC1SA1SA1SA1SB1SA1SC1SA1SC1SB1SA1SCALE: 1" =GRAPHIC SCALE030'30 45 60RKnow what'sbelow.Callbefore you dig.MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.T HIS DO CU MENT H AS BEEN ELEC TRO NIC ALL Y SIGN ED AN DSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-2.dwg DATE: 5/17/2022 3:43 PMPLOT: 5/17/2022 3:44:16 PME2603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
PHOTOMETRIC SITE PLAN90%MAY 2022Smith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.TH IS D OC UMEN T HAS BEEN ELEC TR ON IC AL LY SIG NED ANDSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-3.dwg DATE: 5/16/2022 4:02 PMPLOT: 5/16/2022 4:03:09 PME3603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
SINGLE LINE DIAGRAM90%MAY 2022SCALE: ELECTRICAL RISER DIAGRAMNOT TO SCALEFAULT CURRENT CALCULATIONS:NOTE:SCALE: ELECTRICAL SERVICE POLE DETAILNOT TO SCALENEW LIGHT POLE DETAIL (TYPICAL)GENERAL NOTESSmith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.TH IS D OC UMEN T H AS BEEN EL ECTR ON ICAL LY SIGN ED ANDSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-4.dwg DATE: 5/16/2022 11:24 AMPLOT: 5/16/2022 3:17:40 PME4603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
ELECTRICAL DETAILS90%MAY 2022ELECTRICAL/CCTV PULL BOX DETAILSmith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.T HIS DO CU MENT H AS BEEN ELEC TRO NIC ALL Y SIGN ED AN DSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-5.dwg DATE: 5/16/2022 11:23 AMPLOT: 5/16/2022 11:24:03 AME5603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
FIXTURE CUT SHEET 190%MAY 2022Smith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
MAY 2022, 90%LARRY M. SMITH, P.E., PROFESSIONAL ENGINEER LICENSE NO. 45997.TH IS D OC U MEN T H AS BEEN EL ECTR ON ICAL LY SIGN ED AN DSEALED BY LARRY M. SMITH, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYE L E C T R O N I C C O P I E S .
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T:\SEC 2022\S22011 Engenuity Group- Anchorage Park Boat and RV Storage\Electrical Dwgs\S22011_E-5.dwg DATE: 5/16/2022 11:23 AMPLOT: 5/16/2022 11:23:43 AME6603045.104ANCHORAGE PARK
603 ANCHORAGE DRIVE
NORTH PALM BEACH, FLORIDA
FIXTURE CUT SHEET 290%MAY 2022Smith EngineeringConsultants,Inc.State Auth. #82282161 Palm Beach Lakes Blvd., Suite 312West Palm Beach, Florida 33409(561) 616-3911 fax (561) 616-3912www.smithengineeringconsultants.com
Discussion:
Anchorage Park Dry Storage Project
Village Council
June 9, 2022
Budget
•The Dry Storage Project is
listed in the Capital
Improvement Plan (CIP) for
FY23.
•The current budget for the
project is $500,000;
however, the preliminary
cost estimate from the
Village Engineer (Engenuity)
is $1,609,234.80.
2
Budget Cont.
•The Village originally received a grant for the project but had to transfer
it to Anchorage Park playground; otherwise, the Village would have had
to allow non-residents access to the storage.
•In a memo from the Village Manager to the Audit Committee on March
4, 2022, the Village Manager recommended that $560,000 of FY2021
General Fund Net Income Funds be used towards the East Alleyway
Resurfacing/Wall Replacement project and/or Anchorage Park Dry
Storage.
•Applying all $560,000 Net Income to the Dry Storage Project would
increase the project’s budget to $1,060,000.00; however, the project
would still be over budget by $549,234.80.
3
Budget Cont.
•The good news is that the
Village can recover all
$1,609,234.80 within 10
years by raising rental
fees.
•This would be expected
anyway because of the
significant upgrades to
the facility; specifically, in
safety and security.
4
Budget Cont.
Current Dry Storage Fees (Tax
Not Included):
5
Boat/RV Size Annual Cost
Up to 15'$700
16' -20'$750
21' -25'$800
26' -30'$850
31' -35'$900
36' -40'$950
*Overall boat length is measured
from back of motor to tip of
tongue.
Budget Cont.
Proposed Dry Storage Fees (Tax
Not Included):
6
Boat/RV Size Annual Cost
Up to 30'$1,249.50
31' -35'$1,323.00
36' -40'$1,396.50
*Fees are based on the size of the space, not the size of boat/RV.
*Proposed storage fees represent a 47% increase and account for
expected repair and maintenance costs.
*R&M costs include new striping every 2-3yrs, filling in potholes,
regrading of millings at least once every 10yrs, and maintaining security
gate, security cameras, posts, signage, lighting, and landscaping.
Budget Cont.
Proposed Dry Storage Fees (Tax
Not Included):
7
Boat/RV Size Annual Cost
Up to 30'$850 $1,249.50
31' -35'$900 $1,323.00
36' -40'$950 $1,396.50
•Proposed amounts would generate
$176,400 per year and total $1,764,000
over ten years. This would provide
$15,476.52 per year for R&M.
Next Steps
•Finish civil,
electrical, and
landscaping plans
to 100%.
•Develop strategy
for existing
customers during
construction.
•Bid specs out and
award contract at
start of new fiscal
year.
8
Questions or Comments
9
Description Unit Quantity Unit Cost Total
1
Civil Engineering (see attcahed breakdown
by Engenuity)LS 1 $711,636.00 $711,636.00
2
Landscape Architecture (see attached
breakdown by 2GHO)LS 1 $409,035.00 $409,035.00
3
Electrical Engineering (see attcahed
breakdown by SEC)LS 1 $220,358.00 $220,358.00
SUBTOTAL $1,341,029.00
Contingency (20%) $268,205.80
TOTAL $1,609,234.80
Engenuity Group, Inc.
1280 N. Congress Ave., Suite 101
West Palm Beach, FL 33409
561-655-1151
Anchorage Park - 90 Percent
Preliminary Cost Estimate -All Disciplines
Engenuity Project No. 03045.104
NOTE: THIS ENGINEERS' OPINION OF COST IS FOR PRELIMINARY FEASIBILITY AND BUDGET PURPPOSE
Item
No.Item Description Unit Quantity Unit Price Total Price
ELECTRICAL:
E-1 FPL 5" PVC DIRECTIONAL BORE CONDUIT (INSTALLATION
ONLY)LF 700 6.50$ 4,550.00$
E-2 FPL SERVICE CHARGE LS 1 12,500.00$ 12,500.00$
E-3 1" PVC SCHEDULE 40 CONDUIT (F&I)LF 420 6.50$ 2,730.00$
E-4 2" PVC SCHEDULE 40 CONDUIT (F&I)LF 5128 8.50$ 43,588.00$
E-5 #10 CU CONDUCTOR (F&I)LF 9000 1.76$ 15,840.00$
E-6 #6 CU CONDUCTOR (F&I)LF 13000 2.50$ 32,500.00$
E-7 #2/0 CU CONDUCTOR (F&I)LF 900 6.50$ 5,850.00$
E-8 LIGHT POLE COMPLETE (F&I)EA 21 3,800.00$ 79,800.00$
E-9 LIGHT FIXTURE ONLY (F&I)EA 1 1,600.00$ 1,600.00$
E-10 PULL BOX (F&I)EA 42 450.00$ 18,900.00$
E-11 SERVICE POINT MODIFICATION LS 1 2,500.00$ 2,500.00$
220,358.00$ ELECTRICAL SUBTOTAL
PRELIMINARY
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
PROJECT TITLE: NPB Anchorage Park Trailer Parking Area
Page 1O:\2003\03045 - Village of North Palm Beach\03045.104 Anchorage Park Master Plan\Work Order 14B, Boat Storage Area Wall-Enclosure - Final
Plan\Submittal\2022 05-31 90 percent\S22011 Cost Estimate for Anchorage Park
LANDSCAPE & IRRIGATION ITEMS:
ITEM NO. ITEM SPECIFICATIONS QUANTITY UNIT UNIT PRICE AMOUNT
Trees Cassia (CF) 6' H., Standard 3 EA $400.00 1,200.00$
Seagrape (CU)10' H., Full and Thick to ground 25 EA $400.00 10,000.00$
So. Red Cedar (JS)10' H., Full and Thick to ground 5 EA $400.00 2,000.00$
Seagrape (RIN)6' H., Standard 10 EA $400.00 4,000.00$
Palms Sabal Palm (SP) 8-18' C.T., 1/3 curved, Regen. Roots 33 EA $450.00 14,850.00$
Thatch Palm 6' O.A.3 EA $300.00 900.00$
Shrubs Red Tip Cocoplumv (CHR1) 24" H, Full and Thick 23 EA $12.00 276.00$
Red Tip Cocoplum (CHR2)36" H, Full and Thick, Perimeter - 214 EA $30.00 6,420.00$
Dwarf Yaupon Holly (ILV)12"x12" H, Full - 3 gal.351 EA $10.00 3,510.00$
Walter's Viburnum (VIB)36"x30" H, Full 54 EA $30.00 1,620.00$
Coontie (ZAM)18"x18", Full Clump 56 EA $25.00 1,400.00$
Simpson Stopper (MFR)24"x18" H, Full 10 EA $25.00 250.00$
Wax Myrtle (MCE)24"x24" H, Full 30 EA $25.00 750.00$
Giant Swamp Fern (BSE)14", Full 61 EA $16.00 976.00$
Macho Fern (NFA)14" H, Full Clump - 1 gal.105 EA $8.00 840.00$
Wild Coffee (PSN)20" H, Full and Thick, North shoreline - 3 gal.68 EA $12.00 816.00$
Saw Palmetto (SER)24" H, Full Clump - 3 gal.23 EA $30.00 690.00$
Dwf Fakahatcee (TRD)24" H, Full Clump - 3 gal.168 EA $14.00 2,352.00$
Beach Creeper (IPC)6" with runners 1870 EA $4.00 7,480.00$
Littoral Mangrove Seedlings (LIT) Bare Root Seedling, Liners - for fill in areas 1500 EA $2.00 3,000.00$
SUBTOTAL:63,330.00$
Misc
Planting Amenities & Staking (15% of $63,330 landscape
material)Soil amenities, fertilizer, staking, mulch, etc.1 LS $9,499.50 9,499.50$
Bahia Sod Repair sod as needed. Contractor to calculate qty. and estimate$SY $0.00 -$
Irrigation System To be tied into existing system and pump 1 LS $15,000.00 15,000.00$
SUBTOTAL $24,499.50
TOTAL $87,829.50
TREE RELOCATION
ITEM NO. ITEM SPECIFICATIONS QUANTITY UNIT UNIT PRICE AMOUNT
TREE RELO.TREE AND PALM RELOCATION RELOCATE (6) LIVE OAKS (QV-R), (21) SABAL PALMS (SP-R) AND
(4) SEAGRAPE (CU-R).1 LS 86,000.00$ 86,000.00$
TOTAL 86,000.00$
NORTH SHORE CLEARING
VEG. CLEAR.SELECTIVE CLEARING AROUND NORTH
CANAL BANK
SELECTIVE REMOVAL OF ALL EXOTIC, INVASIVE NAD NON
NATIVE PLANT MATERIAL ALONG THE NORTH SHORELINE.1 LS 18,750.00$ 18,750.00$
TOTAL 18,750.00$
PERIMETER FENCE
ITEM NO. ITEM SPECIFICATIONS QUANTITY UNIT UNIT PRICE AMOUNT
FENCE 8' H. METAL PICKET SECURITY FENCING ***8' HIGH METAL PICKET SCURITY FENCE, POWDER COATED,
EQUAL TO FENCE MASTERS SYS. INCLUDES DOUBLE SIDED V 1866 LF 116.00$ 216,456.00$
GATE SECURITY GATE OPERATING MECHANICS
DOUBLE SLIDING GATE OPERATORS, TIMERS, SAFETY LOOPS,
PHOTO CELLS, WIRELESS MASTER SLAVE, 10 MINI
TRANSMITTERS.
1 EA 11,773.00$ 11,773.00$
***Optional Fence Material: 1,830 LF of 8'H, 9 gauge, black vinyl covered chain link fence
(approx. $85/LF). Includes 35' double sliding CL gate at
TOTAL 216,456.00$
OVERALL TOTAL 409,035.50$
CONTINGENCY 20% CONTIGENCY 19,706.00$
GRAND TOTAL 428,741.50$
NOTE: THIS LANDSCAPE ARCHITECTS OPINION OF APPROXIMATE COST IS FOR PRELIMINARY FEASIBILITY AND BUDGET PURPOSE ONLY.
IT IS NOT BASED ON A COMPLETED SET OF APPROVED PLANS.
PREPARED BY GENTILE HOLLOWAY O'MAHONEY AND ASSOCIATES
1907 COMMERCE LANE, JUPITER, FLORIDA 33458
561-575-9557
Anchorage Park
Village of North Palm Beach
5.31.22
Preliminary Opinion of Probable Cost for Landscape, Irrigation and Perimeter Enclosure for the North Boat Storage Facility
North Boat and RV Storage
m:\burns\LA Cost Estimate 5.31.22
Description Unit Quantity Unit Cost Total
1
Mobilization/Demobilization and General
Conditions LS 1 $30,000.00 $30,000.00
2 Maintenance of Traffic LS 1 $6,000.00 $6,000.00
3 NPDES Compliance LS 1 $6,000.00 $6,000.00
4 Demolition LS 1 $25,000.00 $25,000.00
4 Clearing & Grubbing LS 1 $10,000.00 $10,000.00
5 Earthwork LS 1 $30,000.00 $30,000.00
6 Striping & Signage LS 1 $10,000.00 $10,000.00
7 Dumpster Enclosure EA 1 $20,000.00 $20,000.00
8 Mitered End Section EA 4 $750.00 $3,000.00
9 6" Asphalt Millings (Parking Lot)SY 12,182 $10.00 $121,818.89
10 12" Compacted Subgrade (Parking Lot)SY 12,182 $4.00 $48,727.56
11 Catch Basin EA 9 $4,500.00 $40,500.00
12 18" HDPE LF 1,182 $60.00 $70,920.00
13 15" HDPE LF 144 $55.00 $7,920.00
14 Exfiltration Trench LF 762 $150.00 $114,300.00
15 Pollution Baffle EA 13 $500.00 $6,500.00
16 15" Wastop valve EA 1 $750.00 $750.00
17 1" Asphalt Mill/Resurface SY 3,840 $22.00 $84,470.22
18 Header Curb LF 120 $33.00 $3,960.00
19 1.5" Asphalt Pavement (Widening)SY 212 $17.00 $3,598.33
20 12" Compacted Subgrade (Widening)SY 212 $4.00 $846.67
21 8" Baserock (Widening)SY 212 $18.00 $3,810.00
22 1" Asphalt Pavement (Path)SY 871 $12.00 $10,457.33
23 12" Compacted Subgrade (Path)SY 871 $4.00 $3,485.78
24 6" Baserock (Path)SY 871 $15.00 $13,071.67
25 6" DIP Water main (W/fittings)LF 400 $75.00 $30,000.00
26 Fire Hydrant EA 1 $2,000.00 $2,000.00
27 Sample Points EA 2 $500.00 $1,000.00
28 Tapping Sleeve & 6" gate valve EA 1 $3,500.00 $3,500.00
SUBTOTAL $711,636.44
29
Alternate Surface (in lieu of item #9):
Truegrid (OAE) with gravel in storage
parking spaces only. 7,370 SY @ $50/SY=
~$368,000
Contingency (20%)$142,327.29
TOTAL $853,963.73
Engenuity Group, Inc.
1280 N. Congress Ave., Suite 101
West Palm Beach, FL 33409
561-655-1151
CA#7095
Adam Swaney, P.E.
FL License #72235
Anchorage Park
Preliminary Cost Estimate -Civil
Engenuity Project No. 03045.104
NOTE: THIS ENGINEERS' OPINION OF COST IS FOR PRELIMINARY FEASIBILITY AND BUDGET PURPPOSE