06-95 ~FAILED ON FIRST READING - 1/17/95
ORDINANCE NO. 6-95
AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF
DELRAY BEACH, FLORIDA, ANNEXING TO THE CITY A COMPACT
AND CONTIGUOUS AREA OF UNINCORPORATED LAND GENERALLY
EXTENDING FROM THE NORTHERN LIMIT OF HIGH POINT WEST
SOUTH TO THE L-34 CANAL, WEST TO THE E-3 CANAL AND
EAST TO MILITARY TRAIL, AND INCLUDING FOUR PROPERTIES
ON THE EAST SIDE OF MILITARy TRAIL GENERALLY LOCATED
SOUTH OF THE UNITED STATES POST OFFICE, AND AS MORE
PARTICULARLY DESCRIBED IN EXHIBIT "A" TO THIS
ORDINANCE; PROVIDING A LEGAL DESCRIPTION OF THE
PROPERTY PROPOSED TO BE ANNEXED; REDEFINING THE
BOUNDARIES OF SAID CITY TO INCLUDE SAID LAND;
PROVIDING FOR A REFERENDUM ELECTION TO BE HELD ON
MARCH 14, 1995, WITHIN THE AREA PROPOSED TO BE
ANNEXED; DIRECTING THE CITY CLERK OF THE CITY OF
DELRAY BEACH TO PUBLISH NOTICE OF THE REFERENDUM ON
ANNEXATION; PROVIDING A GENERAL REPEALER CLAUSE, A
SAVING CLAUSE, AND AN EFFECTIVE DATE.
WHEREAS, the City Commission of the City of Delray Beach,
Florida, proposes to annex a compact and contiguous parcel of
unincorporated land generally extending from the northern limit of
High Point West south to the L-34 Canal, west to the E-3 Canal and
east to Military Trail, and including four properties on the east side
of Military Trail generally located south of the United States Post
Office, 'and as more particularly described in Exhibit "A" which is
attached hereto and made a part hereof; and
WHEREAS, the annexation of land referred to herein shall be
generally referred to as "High Point West and Surrounding Areas"; and
WHEREAS, the City Commission of the City of Delray Beach has
adhered to the procedures and requirements set forth in Chapter 171 of
the Florida Statutes related to municipal annexation; and
WHEREAS, the City Commission of the City of Delray Beach has
determined that the area proposed for annexation, generally referred
to as "High Point West and Surrounding Areas" and as more particularly
described in Exhibit "A" attached hereto, meets all of the
requirements set forth in Chapter 17! of the Florida Statutes for an
area of unincorporated land proposed for annexation.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE
CITY OF DELRAY BEACH, FLORIDA, AS FOLLOWS:
FAILED ON FIRST READING - 1/17/95
FAILED ON FIRST READING - 1/17/95
~ That the City Commission of the City of Delray
Beach, Florida, hereby annexes to the City a compact and contiguous
parcel of unincorporated land generally extending from the northern
limit of High Point West south to the L-34 Canal, west to the E-3
Canal and east to Military Trail, and including four properties on the
east side of Military Trail generally located south of the United
States Post Office, and as more particularly described in Exhibit "A"
which is attached hereto and made a part hereof.
~_~ That the land annexed pursuant to this ordinance
shall be generally referred to as "High Point West and Surrounding
Areas".
~ That the boundaries of the City of Delray Beach,
Florida, are hereby redefined to include the land described in Exhibit
"A" attached hereto and made a part hereof, and said land is hereby
declared to be within the corporate limits of the City of Delray
Beach, Florida.
Section 4, That a referendum election on annexation shall
be held on March 14, 1995, within the area proposed to be annexed to
determine whether this annexation is approved by a majority of those
registered electors voting in the area proposed to be annexed. This
referendum election on annexation shall be called and conducted and
the expense thereof paid by the City of Delray Beach, Florida.
~ That this ordinance shall not be effective
unless and until the referendum on annexation is approved by a
majority of the registered electors voting at the referendum election
to be held on March 14, 1995, within the area proposed to be annexed.
If a majority of the electors voting upon such question approve the
annexation, this ordinance shall become effective ten (10) days after
the date of the referendum. If a majority of the electors voting upon
such question disapprove the annexation, this ordinance shall be null
and void, and the area proposed to be annexed shall not be the subject
of an annexation ordinance by the City of Delray Beach for a period of
two (2) years from the date of the referendum on annexation. The
question to be submitted to the electors at referendum shall be
substantially as follows:
- 2 - Ord. No. 6-95
FAILED ON FIRST READING - 1/17/95
FAILED ON FIRST READING - 1/17/95
PROPOSED ANNEXATION OF
HIGH POINT WEST AND SURROUNDING AREAS
THE CITY OF DELRAY BEACH PASSED ORDINANCE 6-95 FOR THE
PURPOSE OF ANNEXING TO THE CITY A COMPACT AND
CONTIGUOUS PARCEL OF UNINCORPORATED LAND GENERALLY
EXTENDING FROM THE NORTHERN LIMIT OF HIGH POINT WEST
SOUTH TO THE L-34 CANAL, WEST TO THE E-3 CANAL, EAST TO
MILITARY TRAIL, INCLUDING FOUR PROPERTIES ON THE EAST
SIDE OF MILITARY TRAIL LOCATED SOUTH OF THE POST
OFFICE, AS MORE PARTICULARLY DESCRIBED IN EXHIBIT "A"
TO ORDINANCE 6-95.
SHALL THE ABOVE DESCRIBED REFERENDUM ORDINANCE BE
ADOPTED?
FOR ANNEXATION OF PROPERTY
DESCRIBED IN ORDINANCE NO. 6-95
OF THE CITY OF DELRAY BEACH ~
AGAINST ANNEXATION OF PROPERTY
DESCRIBED IN ORDINANCE NO. 6-95
OF THE CITY OF DELRAY BEACH NO
Section 6. That the City Clerk is hereby authorized and
directed to publish notice of the referendum on annexation at least
once each week for two (2) consecutive weeks immediately preceding the
date of the referendum in a newspaper of general circulation in the
area in which the referendum is to be held, and to otherwise comply
with the requirements of Florida Statutes Section 171.0413, all other
applicable Florida Statutes, and the City of Delray Beach Charter and
Ordinances pertaining to the conduct of elections and annexations.
Section 7. That upon approval of this ordinance by the
electors as aforesaid, all ordinances or parts of ordinances in
conflict herewith shall be, and the same are hereby repealed as of the
effective date of this ordinance.
Section 8. That should any section or provision of this
ordinance or any portion thereof, any paragraph, sentence, or word be
declared by a court of competent jurisdiction to be invalid, such
decision shall not affect the validity of the remainder hereof as a
whole or part thereof other than the part declared to be invalid.
- 3 - Ord. No. 6-95
FAILED ON FIRST READING - 1/17/95
FAILED ON FIRST READING - 1/17/95
PASSED AND ADOPTED in regular session on second and final
reading on this the day of , 1995.
MAYOR
ATTEST:
City Clerk
First Reading
Second Reading
- 4 - Ord. No. 6-95
FAILED ON FIRST READING - 1/17/95
EXHIBIT "A" TO ORDINANCE NO. 6-95
DESCRIPTION
That part of Section 14, Township 46 South, Range 42 East, Palm Beach
'County, Florida, described as follows:
Commence at the Southwest corner of the Southeast Quarter (S.E. 1/4)
of said Section 14; thence Easterly, along the South line of the said
Southeast Quarter (S.E. 1/4) of Section 14, 63.00 feet to the Point of
Beginning; thence continue Easterly, along said South line, 606.47
feet to the East line of the West Half (W. 1/2) of the Southwest
Quarter (S.W. 1/4) of the Southeast Quarter (S.E. 1/4) of Section 14;
thence Northerly, along said East line, 25.00 feet to the South line
of Lot 12, BREEZY ACRES, according to the Plat thereof recorded in
Plat Book 20, Page 79, of the Public Records of Palm Beach County,
Florida; thence Easterly, along said South line and along the South
line of Lot 11 of said Plat of BREEZY ACRES, 669.59 feet to the
Southeast corner of said Lot 11; thence Northerly, along the East line
of Lots § through 11, inclusive, of said Plat of BREEZY ACRES, 844.04
feet to the Northeast corner of said Lot 5; thence Westerly, along the
North line of said Lot 5, 300.00 feet to the East line of Markland
Lane as shown on the said Plat of BREEZY ACRES; thence Northerly,
along the said East line of Markland Lane, 489.6 feet, more or less,
to the South right-of-way line of State Road 806 (said South
right-of-way line being 60 feet South of and parallel with the Base
Line of Survey for State Road 806 as the Base Line of Survey is shown
in Road Plat Book 3, Page 26, of the Public Records of Palm Beach
County, Florida); thence Westerly, along said South right-of-way line,
977 feet, more or less, to a line 63.00 feet East of and parallel with
the West line of Southeast Quarter (S.E. 1/4) of said Section 14;
thence Southerly, along said parallel line and along the East
right-of-way line of Lake Worth Drainage District's right-of-way for
the E-3 Canal, 1362.3 feet, more or less, to the said Point of
Beginning.
TOGETHER WITH:
That part of the Northwest Quarter (N.W. 1/4) of Section 13, Township
46 South, Range 42 East, Palm Beach County, Florida, described as
follows:
Commence at the Southwest corner of the said Northwest Quarter (N.W.
1/4) of Section 13; thence Northerly, along the West line of said
Northwest Quarter (N.W. 1/4) of Section 13, 1046.01 feet to the North
line of the South Half (S. 1/2) of the Northwest Quarter (N.W. 1/4) of
Page 1 of 3 - Exhibit "A" to Ordinance No. 6-95
the Southwest Quarter (S.W. 1/4) of the Northwest Quarter (N.W. 1/4)
of said Section 13; thence Easterly, along said North line, 7.52 feet
to the East right-of-way line of State Road 809 (Military Trail) and
the Point of Beginning; thence continue Easterly, along the said North
lane of the South Half (S. 1/2) of the Northwest Quarter (N.W. 1/4) of
the Southwest Quarter (S.W. 1/4) of the Northwest Quarter (N.W. 1/4)
of said Section 13, 664.28 feet to the East line of the said South
Half (S. 1/2) of the Northwest Quarter (N.W. 1/4) of the Southwest
Quarter (S.W. 1/4) of the Northwest Quarter (N.W. 1/4) of said Section
13; thence Southerly, along said East line, 348.63 feet to the South
lane of the said South Half (S. 1/2) of the Northwest Quarter (N.W.
1/4) of the Southwest Quarter (S.W. 1/4) of the Northwest Quarter
(N.W. 1/4) of said Section 13; thence westerly, along said South line,
300.00 feet to a line 300.00 feet West of and parallel with the said
East line of the South Half (S. 1/2) of the Northwest Quarter (N.W.
1/4) of the Southwest Quarter (S.W. 1/4) of the Northwest Quarter
(N.W. 1/4) of said Section 13; thence Northerly, along said parallel
line, 318.63 feet to a line 30.00 feet South of and parallel with the
said North line of the South Half (S. 1/2) of the Northwest Quarter
(N.W. 1/4) of the Southwest Quarter (S.W. 1/4) of the Northwest
Quarter (N.W. 1/4) of said Section 13; thence Westerly, along said
parallel line, 363.77 feet to the said East right-of-way line of State
Road 809 (Military Trail); thence Northerly, along said East
right-of-way line, 30.00 feet to the said Point of Beginning.
TOGETHER WITH:
That part of Section 11 and Section 14, Township 46 South, Range 42
East, Palm Beach County, Florida, described as follows:
Commence at the Southeast corner of said Section 14; thence Northerly,
along the East line of said Section 14, 1419.99 feet to the centerline
of State Road 806 (West Atlantic Avenue); thence Westerly, along said
centerline, 11.57 feet to the centerline of State Road 809 (Military
Trail); thence Northerly, along the said centerline of State Road 809,
60.88 feet; thence Westerly, at right angles, 85.28 feet to the Point
of Beginning; thence Northeasterly, 35.55 feet to a point on a line
60.00 feet West of and parallel with the said centerline of State Road
809; thence Northerly, along said parallel line, 2340.16 feet to a
point of curvature of a curve concave Easterly with a radius of
10525.40 feet and a central angle of 1 degree 50' 40"; thence
Northerly, along the arc of said curve and along a curve 60.00 feet
Westerly of and concentric with the said centerline of State Road 809,
337.79 feet to the South line of the 25 foot right-of-way for McGovern
Lane, as shown on the Plat of ROCKLAND PARK recorded in Plat Book 24,
Page 23, of the Public Records of Palm Beach County, Florida; thence
Page 2 of 3 - Exhibit "A" to Ordinance No. 6-95
Westerly, along said South line and along a line 25.00 feet South of
and parallel with the South line of Lots 14 through 26, inclusive,
Block 3 of the said Plat of ROCKLAND PARK, 1222.55 feet to a line
25.00 feet West of and parallel with the West line of Lots 13 and 14,
Block B and the West line of Lot 14, Block 2 of the said Plat of
ROCKLAND PARK; thence Northerly, along said parallel line, 420.01 feet
to the intersection with the Westerly extension of the North line of
Lots 14 through 26, inclusive, Block 2, ROCKLAND PARK; thence
Easterly, along said extension and along the North line of Lots 14
through 26, inclusive, Block 2, 1237.03 feet to a point on a curve
concave Easterly with a radius of 10525.40 feet and a central angle of
0 degrees 57' 10"; thence Northerly, along the arc of said curve and
along a curve 60.00 feet west of and concentric with the said
centerline of State Road 809, 175.02 feet to a point of reverse
curvature of a curve concave Westerly with a radius of 10405.40 feet
and a central angle of 2 degrees 17' 34"; thence Northerly, along the
arc of said curve and along a curve 60.00 feet Westerly of and
concentric with the said centerline of State Road 809, 416.37 feet to
the NOrth line of the parcel described in Official Record Book 4361,
Page 95 of the Public Records of Palm Beach County, Florida; thence
Easterly, along the Easterly extension of said North line, 5.16 feet
to a line 60.00 feet West of and parallel with the said East line of
Section 14; thence Northerly, along said parallel line, 384.48 feet to
the North line of said Section 14; thence Northerly, along a line
60.00 feet West of and parallel with the East line of said Section
670.97 feet to the North line of the Plat of HIGH POINT OF DELRAY WEST
PLAT NO. 3, according to the Plat thereof recorded in Plat Book 42,
Pages 180 and 181 of the Public Records of Palm Beach County, Florida;
thence Westerly, along said North line, 2547.71 feet to a line 60.00
feet East of and parallel with the West line of the Southeast Quarter
(S.E. 1/4) of said Section 11; thence Southerly, along said parallel
line, 673.81 feet to the South line of said Section 11; thence
continue Southerly, along a line 60.00 feet East of and parallel with
the West line of the Northeast Quarter (N.E. 1/4) of said Section 14,
2816.19 feet to the South line of the said Northeast Quarter (N.E.
1/4) of Section 14; thence Easterly, along said South line, 10.00 feet
to a line 70.00 feet East of and parallel with the West line of the
Southeast Quarter (S.E. 1/4) of said Section 14; thence Southerly,
along said parallel line, 1257.63 feet to a line 60.00 feet North of
and parallel with the said centerline of State Road 806 (West Atlantic
Avenue); thence Easterly along said parallel line, 2510.18 feet to the
said Point of Beginning.
Page 3 of 3 - Exhibit "A" to Ordinance No. 6-95
NW
i
i i
i ·
I
L-38 CANAL. C--15 CANAL
~ ~ ....... LOCATION MAP FOR
PROPOSED ANNEXATION AREA
N PROPOSED CITY LIEII/S
OW OF OL~..qAy 8r-~:H. Fi.
~w.~ .ru, m~n~m E3(ISTINC C~ LIMITS AR~ ~0 BE ANNEXED
MEMORANDUM
TO: MAYOR AND CITY COMMISSIONERS
FROM: CITY MANAGER~
SUBJECT: AGENDA ITEM ~ /~'A' - MEETING OF JANUARY 17. 1995
FIRST READING FOR ORDINANCE NO. 6-95/ANNEXATION OF HIGH
POINT WEST AND SURROUNDING AREAS
DATE: JANUARY 13, 1995
This is first reading for Ordinance No. 6-95 annexing High Point
West and surrounding areas to the City. The subject area contains
305.77 acres and extends from the northern limit of High Point West
south to the L-34 Canal, west to the E-3 Canal and east to Military
Trail. It also includes four properties on the east side of
Military Trail located just south of the Post Office. Assuming
passage by the City Commission, the ordinance will not become
effective until it is approved by a majority of those registered
electors voting in the area proposed to be annexed at a referendum
election on annexation scheduled for March 14, 1995.
As requested at the January 10th workshop, a report is attached
which analyzes the impact on the City's utilities operations should
we assume maintenance responsibility for the High Point West
utility system.
The Planning and Zoning Board formally considered this item at a
special meeting on January 9, 1995, and voted 5 to 0 to recommend
that the annexation be approved by the City Commission.
Recommend approval of Ordinance No. 6-95 on first reading. If
passed, a public hearing will be held on February 7, 1995.
ref: agmemo24
MEMORANDUM
TO: David T. Harden
City Manager ~
FROM: Richard C. Hasko, P.E.
Deputy Director of Public Utilities
SUBJECT: HIGHPOINT WEST I, II, III
CITY ASSUMPTION OF UTILITIES
MAINTENANCE
DATE: January 13, 1995
Attached is an outline of staff's analysis of the
operational condition of the potable water distribution
system and wastewater collection/transmission system within
Sections I, II and III of the Highpoint West Condominium.
This analysis was prepared to evaluate the anticipated
impacts on the City's Public Utilities capital and
operations & maintenance budgets in the event the City
elects to assume operation and maintenance responsibilities
for the systems, and to assist City Commission in
consideration of that decision.
Public Utilities currently maintains 275 miles of water
main, 305 miles of sewer main and 114 sewage lift stations
as well as all water supply, treatment and storage
facilities. Assumption of the Highpoint West systems would
add 4.5 miles of water main, 4.8 miles of sewer main and two
sewage lift stations to our O&M program.
Visual inspections of the Highpoint utility systems were
conducted by utilities maintenance staff to determine the
operational condition of system components and to establish
a basis for comparison with the City's existing facilities.
Inspection methods included excavation of water mains,
closed circuit televising of approximately 1,600 feet of
gravity sewer mains, and inspection of lift station
facilities including drawdown tests of pumps and testing of
electric panels.
Results of testing and inspection based upon random
inspection methods indicate that the systems are in
reasonably good operational condition comparing favorably
with existing City facilities. Water mains are cement lined
ductile iron pipe and gravity sewers are PVC with precast
concrete manhole structures. There is no indication of any
significant water main leakage and closed circuit television
inspection of sewers indicate a free flowing non-obstructed
condition.
Inspection of the lift stations revealed the requirement for
minor remedial work to ensure reliable and efficient
operation. In general, the installations compare favorably
with existing City facilities.
Capital costs for required system improvements include
$130,00.00 for construction of two interconnects as
recommended in the City's Water Distribution Master Plan to
improve pressure and water quality, and $26,000.00 for
installation of telemetry equipment at the two lift stations
and performance of minor remedial work. Total Capital cost
is estimated at $156,000.00.
Since system inspection revealed no unusual O&M conditions,
it can be assumed that the City's current cost per unit of
each type of facility maintained can be applied to the
system components to establish the anticipated increase in
O&M expenses. On this basis, annual operation and
maintenance cost increases for water distribution,
wastewater collection and lift station maintenance are
estimated at $10,971.00, $8,606.00, and $20,412.00
respectively for a total of $39,989.00.
In addition, revenues will decrease by an estimated
$84,400.00 as a result of annexing Highpoint West into the
City, thereby eliminating the 25% out of City surcharge for
water and sewer service currently billed to Highpoint West.
The total annual impact on the O&M budget then, is
anticipated to be $124,389.00. This represents an
approximate 5.2% increase in composite O&M budgets for Water
Distribution, Wastewater Collection and Lift Station
Maintenance, and an approximate 1.5% increase in the overall
Public Utilities Operating budget.
On the basis of our findings regarding system operational
conditions and anticipated budgetary increases, it is our
opinion that assumption of the Highpoint West utility system
will have no significant adverse impact on utilities
operations. However we recommend detailed inspection of the
entire utility system be performed prior to acceptance by
the City and the cost of any remedial repair work identified
by that inspection be born by the Highpoint West Condominium
Association.
Should you have any questions or comments in this regard,
please contact me at ext. 7303.
RCH: jem
c: William H. Greenwood
Joseph Safford
Diane Dominquez
f: T/F CM
Annexations
HIGHPOINT WEST UTILITY SYSTEM
ANALYSIS OF CONDITION/O&M COST
POTABLE WATER DISTRIBUTION SYSTEM
SYSTEM COMPONENTS (Aqe of Approximately 15 Yrs.)
o 24,000'± of 6" to 10" cement lined ductile iron
pipe
o 36 Fire hydrants
o 33 valves
SYSTEM CONDIT.ION
o Based on visual inspection (potholing/excavation) of
system components and interviews with previous
maintenance company, the water distribution system is
considered to be in reasonably good condition with no
unusual history of main breakage. Most problems
experienced have been with service line breaks.
System condition compares favorably with existing
City facilities.
ANTICIPATED CAPITAL COSTS
o Installation of two supplemental system
interconnections per Water Distribution Master Plan
recommendations to improve pressure and water
quality. Estimated cost: $130,000.00
ESTIMATED OPERATION & MAINTENANCE COST
o Current annual O&M cost/mile of water main: $2438.00
o Length of system addition: 4.5 miles
o Estimated O&M increase: 4.5 mi x 2438/mi = $10,971.00
WASTEWATER COLLECTION/TRANSMISSION SYSTEM
SYSTEM COMPONENTS (Aqe of Approximately 15 Yrs.)
o 22,000'± of 8" gravity sewer (PVC)
o 114± manholes (Precast Concrete)
o 3 sewage lift stations (submersible type)
o 3,100'± of 4" to 8" force main
SYSTEM CONDITION
o Gravity sewer: Based on visual and closed circuit
TV inspection, the gravity sewer system is considered
to be in reasonably good condition with no unusual
history of breakage or stoppage. Lines are clean
with unrestricted flow. Manholes are in good
condition. No indication of significant Inflow or
Infiltration. System compares favorably with
existing city facilities.
o Lift Stations: One of the three lift stations is
currently maintained by the City. The remaining two
stations have been inspected by Utilities Maintenance
personnel and have been found to be in reasonably
good condition but in need of cleaning and upgrading
of some facility components. Condition of facilities
is comparable to existing City Lift Stations.
o Anticipated Capital Costs
o Installation of Telemetry for remote monitoring
@ $8,000-/L.S.: $16,o00.00
o Replacement of gate valves & check valves (both
stations): $ 7,600.00
o Upgrading of electrical panels for emergency
generator connections: $ 2,400.00
o Total cost: $26,000.00
o Estimated O&M Increase
o Current annual O&M Cost~mile of
sewer main: $1,793.00
o Length of system addition - 4.8 mi.
o Estimated O&M increase: $8,606.00
o Current annual O&M cost/L.S.: $10,206.00
o Add'l Facilities: 2
o Estimated O&M Increase: $20,412.00
o Total Wastewater System
O&M increase: $29,018.00
COST SUMMARY
CAPITAL IMPROVEMENTS (ONE TIME COSTS)
o Water Distribution $130,000.00
o Wastewater Collection/Trans. $26,000.00
o Total Capital Impact $156,000.00
OPERATION & MAINTENANCE (ANNUAL COST)
o Water Distribution $10,971.00
o Wastewater Collection/Trans. $29,018.00
o Total O&M Increase $39,989.00
o Revenue Decrease $84,400.00
o Total O&M Impact $124,389.00
o Net impact on divisional O&M Budget 5.2% Increase
o Net impact on Public Utilities O&M Budget 1.5%
Increase
PRELIMINARY INSPECTION REPORT
HIGH POINT LIFT STATIONS
84D AND 84E
1/12/95
LIFT STATION 84D
General Electrical Notes:
Main Breaker: 50 amps
Pump Breakers: 30 amps
Pump #1 Amperage: 12.8, 14.3, 14.1
Pump #2 Amperage: 13.2, 14.8, 15.1
Starters: Furnace
Station has generator plug, but has no emergency breakers or
provisions for installation.
Pressure Readings: The line was tapped and a pressure
gauge was installed. There was no
pressure in the force main while
drilling/tapping. The pressure
with both pumps running is 10 psi.
Hour Meters: Pump #1 is 1,000 hours
Pump #2 is 269 hours
Valve Box: Station needs three new 4" gate ~~~
valves and two new check valves.
Electrical: Estimated upgrades would require
two new starters, and provisions
for generator. Estimated cost
$1,000.00.
Telemetry: Station would require telemetry
estimated cost $8,000.00.
LIFT STATION 84E
General Electrical Notes:
Main Breaker: 50 amps
Pump Breakers: 30 amps
Pump #1 Amperage: 8.5, 9.6, 8.6
Pump #2 Amperage: 12.2, 13.2, 12.3
Starters: Square D
Station needs generator plug and all necessary electrical
provisions.
Pressure Readings: The line was tapped and a pressure
gauge was installed. There was no
pressure in the force main while
drilling/tapping. The pressure
with both pumps running is 8 psi.
Hour Meters: Pump #1 is 2,380 hours
Pump #2 is 1,981 hours
Valve Box: Station needs three new 4" gate~ ~~,9
valves and two new check valves.
Electrical: Estimated upgrades would require a
new disconnect, provisions for the
generator and repairing existing
control cabinet. Estimated Cost
$1,400.00.
Telemetry: Station would require telemetry
estimated cost $8,000.00.
Noticeable Problems: Rails are broken, possible broken
concrete around invert, shrubbery
conceals FPL meter and wet well is
full of debris.
PRESENT MAINTENANCE
Management Company
Mr. Cittadino
407-279-0555
Maintenance Contract
Paul Baker
305-781-8446
cgcp.doc
CITY OF DELRAY BEACH - ENVIRONMENTAL 'SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 1:15 PM REQUESTE~BY FRANK~H~S~0N
REPORT NO. CR3351V1 ' PAGE
: MANHOLE NUMBERS 084C-047
UPS ADDRESS 14325 HIGH ~OINT LAKE TR S QUAL ENTRANCE
DWN ADDRESS HIGH ~OINT LAKE TR S QUAL
AREA LIFT STATION BASIN #84C LOCATION EASEMENT, GOOD ACCESS
SURFACE OPEN AREA .. PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM, ' 8,.00 PIPE DETER N
JOB NUMBER SECTION -1 REVERSE SET'UP ' ' -~ ' N SKETCH N
TV DATE 01/12/95 LENGTH 313 PRIOR HISTORY N
OPERATOR 426 UPS DEPTH 9.4 CONDITION RATINGS:
WEATHER CLEAR DWN DEPTH 10.0 STRUCTURAL 0
VTR FORMAT VHS ~, JOINT LENGTH 13 I/I 0
TAPE NUMBER 001 ,~ FLOW DEPTH 0.4 ROOT 0
VTR INDEX 000000 TO 006000 MAIN LINE 0
SUMMARY: MAINLINE LOOKS.~OOD,MANHOLE.'CONE...BROKEN CRACKED.
RECOMMENDATIONS:
READING LOC POS DESCRIPTION NUMBER
COMMENTS: MANHOLE #047
U 28.0 0 ALIGNMENT BEGIN BELLY IN PIPE
U 37.0 0 ALIGNMENT~ END OF BELLY
U 81.0 0. ALIGNMENT ';".'~BEGIN;BELLY IN PIPE_ · ·
U 85.0 0 ALIGNMENT -~ END OF BELLY
U 220.0 0 ALIGNMENT BEGIN BELLY IN PIPE
U 313.0 0 ALIGNMENT END OF BELLY
COMMENTS: MANHOLE #044
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 1:59 PM " REQUESTED BY FRANK-~OUSTON
REPORT NO. CR3351Vl PAGE 1
MANHOLE NUMBERS 084C-046 TO 084C-044
UPS ADDRESS 14308 HIGH POINT.LAKE ". TR S QUAL LOCATED IN GRASS
DWN ADDRESS HIGH ~OINT"LAKE TR S QUAL
AREA LIFT STATION BASIN #84C LOCATION EASEMENT, POOR ACCESS
SURFACE OPEN AREA PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION -1 ~ REVERSE SET UP Y SKETCH N
TV DATE 01/12/95 LENGTH 277 PRIOR HISTORY N
OPERATOR 426 · UPS DEPTH 4.0 CONDITION RATINGS:
WEATHER CLEAR i DWN DEPTH 10.0 STRUCTURAL 0
VTR FORMAT VHS JOINT LENGTH 0 I/I 0
TAPE NUMBER 001 FLOW DEPTH 0.0 ROOT 0
VTR INDEX 000000 TO 00~000 MAIN LINE 0
SUMMARY: DROPMANHOLE LOOKS .OK.,.~PSTE._.RAM MANHOLE ACCESSIBLE HARD TO GET TO.
RECOMMENDATIONS:
FOOTAGE VTR CLOCK · PICTURE
READING LOC POS DESCRIPTION NUMBER
U ..... 6'~'0 ...... ~-' ALXSN~E~T .... BEdXN BELLY IN PIPE
COMMENTS: MANHOLE #004 HOLDING WATER
U 21.0 0 ALIGNMENT END OF BELLY
U 105.0 3 LATERAL FACTORY SERVICE
U 130.0 9 LATERAL FACTORY SERVICE
U 216.5 3 LATERAL FACTORY SERVICE
U 229.0 9 LATERAL FACTORY SERVICE
U 264.0 3 LATERAL FACTORY SERVICE
U 277.0 0
COMMENTS: MANHOLE # 046
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
~ TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 1:59 PM REQUESTED BY FRANK HOUSTON
REPORT NO. CR3351V1 PAGE 1
MANHOLE NUMBERS 084C-045 TO 084C-044
UPS ADDRESS 14329 HIGH POINT LAKE TR S QUAL NEXT TO PALM IN GRSS
DWN ADDRESS HIGH POINT LAKE TR S QUAL
AREA LIFT STATION BASIN #84C LOCATION EASEMENT, POOR ACCESS
SURFACE OPEN AREA PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION 1
- . REVERSE SET UP Y SKETCH N
TV DATE 01/12/95 LENGTH 292 PRIOR HISTORY N
OPERATOR 426 UPS DEPTH 3.6 CONDITION RATINGS:
WEATHER CLEAR DWN DEPTH 10.0 STRUCTURAL 0
VTR FORMAT VHS JOINT LENGTH 13 I/I 0
TAPE NUMBER 001 FLOW DEPTH 0.2 ROOT 0
VTR INDEX 000000 TO 000000 MAIN LINE 0
SUMMARY:
RECOMMENDATIONS:
FOOTAGE VTR CLOCK PICTURE
READING LOC POS DESCRIPTION NUMBER
u .... 6 ........... O-
COMMENTS: MANHOLE #044
U 41.0 9 LATERAL FACTORY SERVICE
U 42.0 3 LATERAL FACTORY SERVICE
U 229.0 3 LATERAL _FACTORY'SERVICE
U 275.0 3 LATERAL FACTORY. SERVICE
U 292.0 0
COMMENTS: MANHOLE #045
#
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 2:00 PM REQUESTED BY FRANK HOUSTON
REPORT NO. CR3351V1 ~ PAGE 1
MANHOLE NUMBERS 084C-070 TO 084C-068
UPS ADDRESS 14180 APT -C SW QUAL BEHIND HEDGES
DWN ADDRESS HIGH POINT WEST PHASE 3 QUAL
AREA LIFT STATION BASIN #84C LOCATION EASEMENT, POOR ACCESS
SURFACE ASPHALT STREET PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION-3 REVERSE SET UP Y SKETCH N
TV DATE 01/12/95 ' LENGTH 196 PRIOR HISTORY N
OPERATOR 426 ] UPS DEPTH 3.0 CONDITION RATINGS:
WEATHER ~LE~
.......... b N- fig ' .................. F4 ......... STRUCTURAL 0
VTR FORMAT VHS JOINT LENGTH 13 I/I 0
TAPE NUMBER 001 FLOW DEPTH 0.0 ROOT 0
VTR INDEX 000000 TO 000000 MAIN LINE 0
SUMMARY:
RECOMMENDATIONS:
FOOTAGE VTR CLOCK PICTURE
READING LOC POS DESCRIPTION NUMBER
u ..... 6 "6
COMMENTS: X~ANHOLE #068
U 90.0 9 LATERAL FACTORY SERVICE
U 188.5 9 LATERAL FACTORY SERVICE
U 191.0 9 LATERAL _FACTORY SERVICE
U 196.0 0
COMMENTS: MANHOLE #070
.%
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 2:00 PM REQUESTED BY FRANK HOUSTON
REPORT NO. CR3351V1 PAGE 1
MANHOLE NUMBERS 084C-069 TO 084C-068
UPS ADDRESS 14180 SW QUAL
DWN ADDRESS HIGH POINT WEST PHASE 3 QUAL
AREA LIFT STATION BA~N #84C LOCATION EASEMENT, POOR ACCESS
SURFACE OPEN AREA" PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT ~ PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION-2 REVERSE SET UP Y SKETCH N
TV DATE 01/12/95 LENGTH 215 PRIOR HISTORY N
OPERATOR ~'426 ................. ' ............. UPS"DEPTH ...................... -~.~U ......... CONDITION'RATINGS:
WEATHER CLEAR DWN DEPTH 3.4 STRUCTURAL 0
VTR FORMAT VHS JOINT LENGTH 13 I/I 0
TAPE NUMBER 001 · FLOW DEPTH 0.0 ROOT 0
VTR INDEX 000000 TO 000000 MAIN LINE 0
SUMMARY:
RECOMMENDATIONS:
FOOTAGE VTR CLOCK PICTURE
READING LOC POS ~ DESCRIPTION NUMBER
u o:'o o
COMMENTS: MANHOLE #069
U 26.0 3 LATERAL FACTORY SERVICE
U 120.0 0 ALIGNMENT BEGIN BELLY IN PIPE
U 127.0 0 ALIGNMENT END OF BELLY
U 136.5 3 LATERAL. FACTORY SERVICE
U 139.0 9 LATERAL FACTORY SERVICE
U 201.0 9 LATERAL FACTORY SERVICE
U 203.0 3 LATERAL FACTORY SERVICE
U 215.0 0
COMMENTS: MANHOLE #069 '
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 2:16 PM REQUESTED BY FRANK HOUSTON
REPORT NO. CR3351V1 PAGE 1
MANHOLE NUMBERS 084D-023 TO 084D-020
UPS ADDRESS 14504 HIGH POINT WEST PHSAE 2 SW QUAL
DWN ADDRESS HIGH POINT WEST PHASE 2 QUAL
AREA LIFT STATION BASIN #84D LOCATION EASEMENT, POOR ACCESS
SURFACE OPEN AREA PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION -2 REVERSE SET UP N SKETCH N
TV DATE 01/12/95 LENGTH 180 PRIOR HISTORY N
OPERATOR 426 UPS DEPTH 3.7 CONDITION RATINGS:
WEATHER CLEAR { DWN DEPTH 0.0 STRUCTURAL 0
VTR FORMAT VHS l JOINT LENGTH 0 I/I 0
TAPE NUMBER 001 FLOW DEPTH 0.0 ROOT 0
VTR INDEX 000000 TO 009000 MAIN LINE 0
SUMMARY:
RECOMMENDATIONS:
FOOTAGE VTR CLOCK PICTURE
READING LOC POS ~, DESCRIPTION NUMBER
COMMENTS: MANHOLE 020
U 94.5 0
COMMENTS: GASH IN PIPE ~OSSIBLE WATER INFILTRATION AT SOMETIME.
U 96.5 3 LATERAL .... FACTORY SERVICE
U 162.0 3 LATERAL ' FACTORY SERVICE
U 165.0 9 LATERAL FACTORY SERVICE
U 180.0 0 '
COMMENTS: MANHOLE 9023
CITY OF DELRAY BEACH - ENVIRONMENTAL SERVICES DEPARTMENT
TV INSPECTION HARDCOPY
REPORT DATE 01/12/95 2:16 PM REQUESTED BY FRANK HOUSTON
REPORT NO. CR3351Vl PAGE 1
MANHOLE NUMBERS 084D-025 TO 084D-020
UPS ADDRESS 14658 HIGH POINT WEST PHASE 2 SW QUAL
DWN ADDRESS HIGH POINT WEST PHASE 2 QUAL
AREA LIFT STATION BASIN #84D LOCATION EASEMENT, POOR ACCESS
SURFACE OPEN AREA PIPE TYPE POLYVINYLCHLORIDE PIPE
PROJECT HIGH POINT PIPE WIDTH/DIAM 8.00 PIPE DETER N
JOB NUMBER SECTION -2 REVERSE SET UP N SKETCH N
TV DATE 01/12/95 LENGTH 193 PRIOR HISTORY N
OPERATOR 426 ~ UPS DEPTH 3.9 CONDITION RATINGS:
WEATHER CLEAR DWN DEPTH 0.0 STRUCTURAL 4
VTR FORMAT VHS " JOINT LENGTH 0 I/I 0
TAPE NUMBER 001 FLOW DEPTH 0.0 ROOT 0
VTR INDEX 000000 TO 000000 MAIN LINE 2
SUMMARY:
RECOMMENDATIONS:
FOOTAGE VTR CLOCK '% PICTURE
READING LOC POS DESCRIPTION NUMBER
U 0.0 0
COMMENTS: MANHOLE 9020
U 29.0 0
COMMENTS: DENT IN PIPE
U 148.0 0 MISALIGNED JOINT DRP JT >-90% CLEAR
U 167.0 3 LATERAL FACTORY SERVICE
U 193.0 0
COMMENTS: MANHOLE 9025
CITY COMMISSION DOCUMENTATION
TO: DAVID T. HARDEN, CITY MANAGER
DIR~TOR OF~ PLANNI~G &\ZONING
FROM: PAUL DORLING, ~R./NCIPAL PLANNER
SUBJECT: REGULAR MEETING OF JANUARY 17, 1995
FIRST READING OF ORDINANCE NO. ~ -95 - ANNEXING
HIGH POINT WEST AND SURROUNDING AREAS.
ACTION REQUESTED OF THE COMMISSION:
The action requested of the City Commission is that of
approval on first reading of an ordinance annexing High
Point West and surrounding areas.
The subject annexation area is 305.77 acres and extends
from the northern limit of High Point West south to the
L-34 canal, west to the E-3 canal and east to Military
Trail including four properties on the east side of
Military Trail south of the post office (see Exhibit A).
BACKGROUND:
At the workshop meeting of October 11, 1994, the City Commission
discussed the reserve annexation area that is west of Military
Trail. This area includes High Point West, Country Club Acres,
Marketplace of Delray, numerous vacant parcels, and several
other individual commercial and residential structures.
The outcome of the discussion was direction to proceed in a
timely manner with the annexation of those areas as provided for
in Florida Statutes. The appropriate means available in the
Florida Statutes for an overall annexation of such a large,
diverse area is by referendum.
The proposed referendum boundaries include those areas that
already have services, as well as some adjacent vacant parcels
that will receive services as development occurs. The
areas to be included are listed as #4, #5, and #7 in Future Land
Use Element Policy B-3.4 of the City's Comprehensive Plan. The
area contains a total of 305.77 acres, including 171.67 acres of
multi-family (High Point West), 26.11 acres of developed single
family residential, 13.07 acres of vacant residential, 49.03
acres of developed commercial, 33.49 acres of vacant potential
residential/commercial mix, and 12.40 acres of canals and roads.
The estimated total population in the annexation area is 1,581
persons.
If passed on first reading the second and final reading of the
ordinance would occur on February 7, 1995. Florida Statute
requires passage of an ordinance by City Commission a minimum
of 30 days prior to the holding of the referendum. The
referendum is scheduled for March 14, 1995.
PLANNING AND ZONING BOARD CONSIDERATION:
At a special meeting on January 9th, 1995 the Planning and
Zoning Board reviewed the Urban Services Report and provided a
recommendation on the annexation of High Point West and
surrounding areas. The Board voted 5-0 (Golder and Bonardi
absent) to recommend approval by City Commission of the
annexation.
RECOMMENDED ACTION:
By motion, approve Ordinance No. ~-95 on first reading.