LEGAL APPROVAL
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TECHNICAL REVIEW COMMITTEE MEMORANDUM
TO:
Robert Eichorst, Public Works Director
Al Newbold, Deputy Building Official
William Cavanaugh, Fire Prevention Officer
Lt. Don Thrasher, Police Department
John Wildner, Parks Superintendent
Kevin Hallahan, Forester/Environmentalist
Mike Kazunas, Utilities Engineer
Vincent Finizio, Administrative Coordinator
of Engineering
Richard Staudinger, Engineer, Gee & Jensen
FROM:
Dorothy Moore, Zoning & Site Plan Reviewer
DATE:
July 20, 1992
RE:
Technical Review Committee Meeting
Tuesday, July 28, 1992
Please be advised that the Technical Review Committee will meet
on Tuesday, July 28, 1992, at 9:00 A.M. in Conference Room "c"
(West Wing) to discuss the following:
MASTER PLAN MODIFICATION *
Bay Tree Meadows 300 - Tract B - PUD Modification is a request to
reduce the rear yard setback; for the purpose of screened-roofed
and hard-roofed structures; to six (6) feet or to the existing
easement of record where applicable for lots 1 through 86.
All construction structures including overhangs shall not
encroach into an easement of record.
Side setback for hard-roofed and screened-roof screen enclosures
remain at 12-1/2 feet.
Front setbacks remain at 25 feet.
PARKING LOT VARIANCE: *
I
1313 West Boynton Beach Boulevard, Cross Creek Center.
Requests relief from Article X, Parking Lots, Section 5-142
Required Improvement (i) Parking Lot Layout (m) Fire Lanes. (See
Attached Application.)
To eliminate an existing fire lane in front of 1313 West Boynton
Beach Boulevard to allow the construction of additional parking
spaces.
Technical Review Committee
Page 2
REVIEW OF TECHNICAL REVIEW COMMITTEE COMMENTS:
PROJECT:
Kid Stop II
LOCATION:
3800 Quantum Boulevard
APPLICANT:
Mark & Joan Mendel
FILE NO.:
684
OTHER:
1. Discussion - Technical Review Committee sign-off of
permit plans.
2. Discussion - Easement Abandonment Carriage Homes
Building No.9.
3. Sign-Off of the Final Plat and Master Plan Modification
for Lawrence Groves.
* Please return all comments and plans to the
Planning and Zoning Director by 5:00 p.m. on
July 30, 1992.
D~jo~~ /
DM/jm
Atts.
cc: J. Scott Miller, City Manager
City Commission (5)
Don Jaeger, Building Official
Ed Allen, Fire Chief
Charles Frederick, Recreation & Parks Director
Edward Hillery, Police Chief
John Guidry, ,Utilities Director
Steve Campbell, Fire Department
Bob Gibson, Public Works
Central File
Christopher Cutro, Planning & Zoning Director
Tambri Heyden, Senior Planner
Mike Haag, Zoning and Site Development Administrator
Project File
Chronological File
A:TRCAGDA.JM
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NI SURVEYORS, INC.
A CERTAIN PARCEL OF LAND LYING IN SECTION 17,
TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH
COUNTY, FLORIDA, BEING A PORTION OF LOT 38,
QUANTUM PARK AT BOYNTON BEACH, P.I.D. PLAT NO.3,
AS SAME IS RECORDED IN PLAT BOOK 60, PAGES 29,
30 AND 31, PUBLIC RECORDS OF PALM BEACH COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 38,
THENCE SOUTH 71000'00" WEST (THE BEARINGS CITED
HEREIN ARE IN THE MERIDIAN OF SAID QUANTUM PARK AT
BOYNTON BEACH, P.I.D. PLAT NO. 3 AND ARE RELATIVE
THERETO, ALONG THE NORTHERLY LINE OF SAID LOT 38,
A DISTANCE OF 210.61 FEET TO THE NORTHEAST CORNER
OF SAID LOT 38; THENCE SOUTH 43013'54" EAST, ALONG
THE EASTERLY LINE OF SAID LOT 38, A DISTANCE OF
99.59 FEET; THENCE SOUTH 61033'53" WEST ALONG A
NON-RADIAL LINE, A DISTANCE OF 306.33 FEET TO A
POINT ON A 450.00 FOOT RADIUS CURVE, CONCAVE EAST,
WITH A RADIAL LINE PASSING THRU SAID POINT BEARING
NORTH 71048'31" EAST; THENCE NORTHERLY ALONG THE
ARC OF SAID 450.00 FOOT RADIUS CURVE, ALSO BEING
THE WESTERLY LINE OF SAID LOT 38, THRU A CENTRAL
ANGLE OF 37011' 29" (THE LONG CHORD OF SAID CURVE
BEARS NORTH 00024'15" EAST AT A DISTANCE OF 287.00
FEET) AN ARC DISTANCE OF 292.10 FEET, MORE OR
LESS, TO THE POINT OF BEGINNING.
CONTAINING 1.10 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS
AND RIGHTS OF WAY, IF ANY SHALL EXIST.
P.O, Box 19494 · West Palm Beach, Fl33416-9494 · (407) 798-5005 · Fax (407) 798-5408
Metric EDt-ring, Inc.
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TYPICAL PARKING LOT CROSS SECTION
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1. TYPE II ASPHALT SHALL CONFORM WITH FLORIDA D.O. T. SPECIFICATIONS,
1991, SECTION 332.
6. SHELLROCK OR L1MEROCK BASE COMPACTED TO NOT LESS THAN 98%
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 SPECIFICATIONS AND
CONFORMING WITH FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 200 OR
250. SHELLROCK BASE MATERIAL SHALL HAVE A RETAINING OF 50% WHEN
USING A NUMBER FOUR SIEVE, A MINIMUM CALCIUM CARBONATE CONTENT
OF 40%, AND A MINIMUM MODIFIED PROCTOR OF 120 POUNDS. BASE
MATERIAL SHALL BE PLACED IN TWO EQUAL LIFTS AND SHALL EXTEND 6"
BEYOND THE EDGE OF PAVEMENT. A BITUMINOUS PRIME COAT
CONFORMING WITH FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 300,
SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PER SQUARE YARD.
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12. SUBGRADE COMPACTED TO NOT LESS THAN 98% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL
EXTEND 12" BEYOND THE EDGE OF PAVEMENT.
*
ALTERNATE - IN LIEU OF BASE AND ASPHALT, A 6" LAYER OF PORTLAND
CEMENT CONCRETE MAY BE USED. CLASS I CONCRETE SHALL DEVELOPE
A MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL
CONFORM WITH THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 345.
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TYPICAL PARKING LOT CROSS SECTION
1" TYPE II ASPHALT SHALL CONFORM WITH FLORIDA D.O. T. SPECIFICATIONS,
1991, SECTION 332.
6" SHELLROCK OR L1MEROCK BASE COMPACTED TO NOT LESS THAN 98%
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 SPECIFICATIONS AND
CONFORMING WITH FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 200 OR
250. SHELLROCK BASE MATERIAL SHALL HAVE A RETAINING OF 50% WHEN
USING A NUMBER FOUR SIEVE, A MINIMUM CALCIUM CARBONATE CONTENT
OF 40%, AND A MINIMUM MODIFIED PROCTOR OF 120 POUNDS. BASE
MATERIAL SHALL BE PLACED IN TWO EQUAL LIFTS AND SHALL EXTEND 6"
BEYOND THE EDGE OF PAVEMENT. A BITUMINOUS PRIME COAT
CONFORMING WITH FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 300,
SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PER SQUARE YARD.
12" SUBGRADE COMPACTED TO NOT LESS THAN 98% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180 SPECIFICATIONS, SUBGRADE SHALL
EXTEND 12" BEYOND THE EDGE OF PAVEMENT.
*
ALTERNATE - IN LIEU OF BASE AND ASPHALT, A 6" LAYER OF PORTLAND
CEMENT CONCRETE MAY BE USED. CLASS I CONCRETE SHALL DEVELOPE
A MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL
CONFORM WITH THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 345.
.
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