HomeMy WebLinkAbout2000 04 24 Regular E Final Engineering Plan for Winter Springs Executive Park
COMMISSION AGENDA
ITEM E
Consent
Information
Public Hearln!!:
Re!!:ular XX
April 24. 2000
Meeting
MGR. jf-----/Df-
REQUEST: Community Development Department, Land Development Division, presents to
the City Commission, for their action, the Planning and Zoning Board
recommendation on the final engineering plans as it relates to the proposed Winter
Springs Executive Park. This agenda item was previously scheduled to be heard
by the City Commission at their meeting of April 10, 2000.
PURPOSE: The purpose of this agenda item is to present to the Commission the Planning and
Zoning Board recommendation as it relates to the final engineering plans for the
proposed Winter Springs Executive Park. The property is located on the north
side of SR 434, approximately three thousand (3,000) feet east of the Greeneway.
FINDINGS: This item was to be heard by the City Commission as Regular Agenda Item "E" at
their meeting of April 10, 2000 but was not heard because of time constraints.
RECOMMENDA TION:
Motion by Board Member Clinch: "I will make a motion to recommend for
approval to forward to the City Commission recommending approval, the Winter
Springs Executive Park final engineering plans, as condition the developer submit
a FDOT permit prior to pre-construction." All members present voted aye.
ATTACHMENTS:
A
- April 10, 2000 Regular Agenda Item E package less final
engineering plans
COMMISSION ACTION:
ATTACHMENT A
April 24, 2000 Commission Meeting
)1 ..
.- ..
COMMISSION AGENDA
ITEM E
Consent
Information
Public Hearin
\ Re ular XX
MGR. {L/---- /D~ ..
April 10.2000
Meeting
REQUEST: Community Development Department, Land Development DiVision, presents to
the City Commission, for their action, the Planning and Zoning Board
recommendation on the final engineering plans as it relates to the proposed Winter
Springs Executive Park.
PURPOSE: The purpose of this agenda item is to present to the Commission the Planning and
Zoning Board recommendation as it relates to the final engineering plans for the
proposed Winter Springs Executive Park. The property is located on the north
side of SR 434, approximately three thousand (3,000) feet east of the Greeneway.
APPLICABLE CODE:
Section 9-73. Form and contents of final development plan.
(a)
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
(2) Sanitary sewer.
(3) Drainage and stormwater management facilities, including
underdrains.
(4) Bulkheads.
(5) Excavation and fill.
(6) Sidewalks, bicycle paths, and bridle paths.
~'-
April 10, 2000
REGULAR AGENDA ITEM E
Page 2
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils exploration work shall include as a
minimum:
a. Results of borings located by survey at suitable intervals along
the proposed roadways; classification and properties of soils
encountered; and groundwater elevation to Unites States
Geological Survey datum found subsequent to making the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction; projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, size, location, depth and details of underdrains; and a
recommendation on the elevation of street grades, including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
b. If during construction of improvements, the city determines in
the field that soils and/or groundwater conditions are found to be
different than shown in the data submitted with final development
and engineering plans, or there is question about adequacy of the
approved plans caused by conditions found in the field, the city
shall have the right to require the performance and submission of
additional soils work and/or to require modification ofthe
previously approved design plans including, but not limited to
modifications of street grades and/or installation of additional
underdrains, use of soil cement base course, or other modification
i"
April 10, 2000
REGULAR AGENDA ITEM A
Page 3
(9) Lot grading. At the time of final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review and approval.
The plans shall show minimum floor elevations for all homes, existing
topography, grading of all lots, and any drainage improvements proposed
or required on the lots. The lot grading and drainage plans shall show the
lot lines, existing topography (one-foot contour intervals), and proposed
lot filling, grading and drainage at a scale of one (1) inch is equal to one
hundred (100) feet (or larger) in general accordance with FHA standards
for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water
groundwater elevation on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(11) Landscaping plans. Where site is commercial, industrial, or
multifamily in nature, landscaping plans shall be presented along with the
final development plans, unless specifically waived by the staff at the time
of processing the preliminary plan.
Section 9-74. Action on final development plan; expiration of approval.
(a) .....The final development plan may be approved ifit complies with all
relevant regulations included in this chapter. Approval of the plan shall be
subject to fulfillment of all conditions specified by the city staff and sanctioned
by the city commission. Action to approve a final development plan shall be
taken by the city commission within thirty (30) days after receipt by the city of
the complete plan with all supporting data required by this chapter.
(b) If within two (2) years after approval of a final development plan of a
development not part of a PUD and for which the plat has not yet been recorded,
the development encompassed by the plan has not been completed and inspected
by the city, the final development plan shall be resubmitted for reapproval of all
streets and areas within the scope of the plan that remain incomplete and/or
unable to function independently of completion of remaining undeveloped
portions of the development covered by the previously approved plan. Procedures
for reapproval of such expired final development plans shall be the same as for
the original approval.
,..
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April 10, 2000
REGULAR AGENDA ITEM E
Page 4
S.R. 434 CORRIDOR VISION PLAN, New Development Area
CHRONOLOGY:
August 17, 1999 - Pre-application Meeting with Staff
September 1, 1999 - Conceptual Plan presented to Planning and Zoning Board
September 27, 1999 - Conceptual Plan presented to Commission
October 5, 1999
- Final Engineering submitted
March 7, 2000
- Development Review Committee met on Final
Engineering
March 22, 2000
- Final Engineering presented to Planning and Zoning
Board
FINDINGS: It was determined that the final engineering for Winter Springs Executive Park
meets all code requirements.
RECOMMENDA TION:
Motion by Board Member Clinch: "I will make a motion to recommend for
approval to forward to the City Commission recommending approval, the Winter
Springs Executive Park final engineering plans, as condition the developer submit
a FDOT permit prior to pre-construction." All members present voted aye.
ATTACHMENTS:
A
- Planning and Zoning Board Minutes of March 22, 2000
B
- Development Review Committee Minutes of March 7, 2000
c
- Final Engineering Plans
. .,.....
COMMISSION ACTION:
. . .
ATTACHMENT A
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARD/LPA
SPECIAL MEETING
MARCH 22, 2000
I. CALL TO ORDER
The Planning And Zoning BoardlLPA Special Meeting was called to order Wednesday,
March 22, 2000, at 7:00 p.m. by Chairman Carl Stephens, Jr., in the Commission
Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter
Springs, Florida 32708). The Pledge of Allegiance followed.
Roll Call
Chairman Carl Stephens, Jr., present
Vice Chairman Marc Clinch, present
Board Member Tom Brown, absent
Board Member Bill Fernandez, present
Board Member Rosanne Karr, absent
Also Present
Mr. Thomas Grimms, AlCP, Comprehensive Planning/Zoning Coordinator
Mr. Don LeBlanc, Land Development Coordinator
Approval Of The March 1, Planning And Zoning BoardfLocal Planning
Agency Regular Meeting Minutes
MOTION BY BOARD MEMBER FERNANDEZ. "I WILL MAKE A MOTION
TO APPROVE THE MARCH 1, 2000 AS CmCULA TED BY MAIL." VICE
CHAIRMAN CLINCH SECONDED. DISCUSSION.
VOTE:
VICE CHAIRMAN MARC CLINCH: AYE
BOARD MEMBER FERNANDEZ: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
MOTION CARRIED.
Mr. Gimms, AlCP, Comprehensive Planning/Zoning Coordinator informed Chairman
Stephens that Board Member Tom Brown and Board Member Rosanne Karr had
contacted him to advise him that they were unable to attend tonight's meeting.
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING/LPA
SPECIAL MEETING - MARCH 22, 2000
PAGE 2 OF 4
II. REGULAR AGENDA
A. Winter Springs Executive Park - Final Engineering Plans
Mr. Don LeBlanc, Land Development Coordinator informed the Board of the site's
location; that the plans meet all of the Code requirements; that Staff recommends that the
Planning and Zoning Board favorably forward this to the City Commission; and that the
Florida Department of Transportation, (FDOT) permit be presented to the Engineering
Department prior to the pre-construction meeting.
The Board discussed the storm management system; that the Storm Engineer has
reviewed and approved the plans; commended the Cathcarts for coming before the Board
"before they had their preliminary engineering, shared their plan with us, we shared our
concerns with them and all those concerns have been met"; that a sprinkler system is not
required because of the building height and size; the New Development Guidelines; and
which Staff personnel have reviewed the plans.
MOTION BY BOARD MEMBER CLINCH. "I WILL MAKE A MOTION TO
RECOMMEND FOR APPROVAL TO FORW ARD TO THE CITY
COMMISSION RECOMMENDING APPROVAL, THE WINTER SPRINGS
EXECUTIVE PARK FINAL ENGINEERING PLANS, AS CONDITION THE
DEVELOPER SUBMIT A FDOT PERMIT PRIOR TO PRE-CONSTRUCTION."
BOARD MEMBER FERNANDEZ SECONDED. DISCUSSION.
VOTE:
VICE CHAIRMAN MARC CLINCH: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
BOARD MEMBER FERNANDEZ: AYE
MOTION CARRIED.
Mr. LeBlanc departed at 7: 13 p.m.
B. Further Revisions to the Updated Transportation Element (Vol. 1 of 1
and 2 of 2) Comprehensive Plan Amendment
Mr. Grimms explained the history of the Amendment; the pages being in the correct
sequence; and Staff's request to consider recommending to the City Commission
adoption of the Updated Transportation Element (Volume 1 of 2 and 2 of 2)
Comprehensive Plan Amendment.
Discussion ensued regarding Fisher Road being misspelled; that on page 111-18 the
circled items are corrections; that it seems reasonable that water lines would be installed
when drainage and paving is being done on Fisher Road; that before each phase is started,
a public hearing will be held; and if the Section 20-359 has anything to do with this
document.
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING/LPA
SPECIAL MEETING - MARCH 22, 2000
PAGE 3 OF 4
Board Member Fernandez stated, "Just for the record, to clean my skirts and everybody
else's skirts - coming in the door out there, Commissioner Edward Martinez stopped me
and indicated he wanted to talk to me there or wanted to make a presentation at the public
meeting because he also has concerns about those same sections I have commented on
twice and I told him I would put it on the record so he didn't have to hang around. It will
hit his level at some point, - I assume we're going to address it and I even think Staff
agrees, you don't even know why it is in there and it shouldn't be, it's messed up and
needs to be worked on."
Mr. Gimms informed the Board that the Land Development Regulations (LDR) does
need to be revisited in the near future.
The Board continued discussing "The Transportation study being based on a ten year
plan, projecting out to the year 2010 and what is the mechanism to warrant a new Traffic
study"; and Chapter 163 of the Growth Management Act allowing the flexibility for
reVISIOns.
MOTION BY BOARD MEMBER FERNANDEZ. "I WOULD MOVE THEN
THAT WE RECOMMEND THAT CITY COMMISSION CALL A SECOND
ADOPTION PUBLIC HEARING AND ADOPT THE PUBLIC LARGE SCALE
COMPREHENSIVE PLAN AMENDMENT, LG-CPA-I-97 UPDATING THE
TRAFFIC CmCULA TION ELEMENT IN VOLUME 1 OF 1 AND VOLUME 2 OF
2 THE CITY'S COMPREHENSIVE PLAN INCORPORATING THE
RESPONSES TO THE ORC (OBJECTIONS, RECOMMENDATIONS AND
COMMENTS) REPORT FROM THE DEPARTMENT OF COMMUNITY
AFFAmS AND SUPPLEMENT NUMBER ONE OF THE CITY OF WINTER
SPRINGS TRANSPORTATION STUDY MADE AUGUST OF 1997." VICE
CHAIRMAN CLINCH SECONDED. DISCUSSION.
VOTE:
BOARD MEMBER FERNANDEZ: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
VICE CHAIRMAN MARC CLINCH: AYE
MOTION CARRIED.
II. FUTURE AGENDA ITEMS
Chairman Stephens informed the Board that he has not received an answer from the City
Manager regarding the letter dated February gllt.
Discussion followed regarding that Mr. LeBlanc be reminded to give the Board a copy of
the New Development Guidelines; that the digital map is presently being corrected and
by the first of May it should be presented to the Board; and that they would like an update
CITY OF WINTER SPRINGS
MINlJI'ES
PLANNING AND ZONING/LP A
SPECIAL MEETING - MARCH 22. 2000
PAGE40F4
on the Town Center in the near future. They also inquired if reimbursements are taxable
and should be documented on the 1099 form.
III. ADJOURNMENT
MOTION BY BOARD MEMBER FERNANDEZ. "I MOVE TO ADJOURN THE
MEETING AT 7:30."
Chairman Stephen adjourned the meeting at 7:30 p.m. with the consensus of the Board.
Minutes Respectfully Submitted by: Debbie Gillespie, City Clerk's Office
City of Winter Springs, Florida
APPROVED:
CARL STEPHENS, JR., CHAIRMAN
PLANNING and ZONING BOARDILP A
NOTE: These minutes were approved at the
, 2000 Planning And Zoning BoardlLP A Meeting.
\\CITYHALL _ PDC\SHARED\City Clerk \Does\ W ord\BOARDS\PLANNINGlaI1l\MINUTES\2000\P &Z 032200.doc
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ATTACHMENT B
March 8, 2000
To:
Community Development Director
Staff
Land Development Coordinator #
From:
Re:
Development Review Committee
Final Engineering, Winter Springs Executive Park
The above referenced Development Review Committee convened on March 7,2000 to consider
the final engineering for Winter Springs Executive Park. D. Cathcart represented the
development Staff members present were Carrington, Cook, Dallas, Houck and LeBlanc.
Please see attached Staff comments.
Motion by Houck that the project be forwarded to the Planning and Zoning Board with the
recommendation for approval - seconded by Cook. All voted aye.
Memorandum
W:::::' -~::::;~:..
To: Don LeBlanc, Land Development Coordinator
CC:
From: Don Houck, Building Official ~
Date: 03/07/00
Re: Winter Springs Executive Park Engineering Comments
No further comments
1
Code Enforcement
MEMORANDUM
DATE:
TO:
FROM:
RE:
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
March 6, 2000
Don LeBlanc, Land Development Coordinator
Jimelle Cook, Code Enforcement Manager @
Winter Springs Executive Park
I have no Further comments on the landscape plan for tlle above reFerenced project.
MEMO FOR RECORD
March 3, 2000
Land Development Coordinator #
From:
Re:
Final Engineering
Winter Springs Executive Park
I have no further comments to offer on this project.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708 - 2799
TELEPHONE (407) 327-1800
February 24, 2000
David Evans, P.E
Pecht, Evans, Engineering, Inc.
501 E. Jackson Street
Suite 202
Orlando, FL 32801
RE: WINTER SPRINGS EXECuTIVE PARK, PROPOSED.
Review of Engineering - Seal Date January 26, 2000
Dear Mr. Evans:
A review of the subject engineering plans finds them to be in general conformance to the
City's Land Development Code and sound engineering practices. I recommend the subject
engineering for approval by the City.
NOTE: I will need a copy of your FDOT permit prior to our Pre-construction Meeting. All
I have is "an intent to issue" the pennit, from FDOT. Telephone conversation with Stan
Mann, ofFDOT, reveals they will issue the permit after the City approves the project and
your client provides them with the appropriate Perfonnance Bond.
If you have any questions, please feel free to give me a call at (407) 327-5976. Thank you.
Mark L. Jenkins, P.E. '
City Engineer
cc: City Manager, Ron McLemore
Community Development Director, Charles Carrington
Land Development Coordinator, Don LeBlanc
David Evans, FAX # 407-246-0963
David Cathcart, FAX # 407-977-8349
Donald LeBlanc
From:
Sent:
To:
Subject:
Kimberley Hall
Wednesday, February 09, 20004:08 PM
Donald LeBlanc
Eckerd and ws executive park
Don-
I have no comments for the Winter Springs Executive Park.
For the Eckerd Drugs site the only comment I have is that the thrust restraint shop drawing should be submitted to the
City of Winter Springs, not Seminole County (I am o.k. if they make this change by hand).
As a general question for Eckerd Drugs - on sheet 3 of 14, should there be crosswalks at the two access drives along SR
434?
-kim
. '.. ..
ATTACHMENT C
(
MEMORANDUM
To: Don LeBlanc, Land Development Coordinator
From: Robert E. Dallas, Fire Marshal
Date: November 5, 1999
Subject: Revised engineering plans, Winter Springs Executive Park
Fire Department personnel have reviewed the above noted project and offer the
following comments.
It appears that all previous comments presented by the fire department have
been satisfactorily addressed.
By utilizing the well and a fire pump, the water situation will be adequately
handled. The wet retention pond, if it indeed does remain wet, can be utilized as
a back-up resource, providing it is kept cleared.
All buildings, including those in the future expansion plan, are within proper
distances from the proposed location of the fire hydrant.
The building footprints now indicate they will be less than 3,500 square feet.
There are no further comments at this time.
,
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SKID llOUNTED YODEL J156-6TW
PUllP10WERED BY LOllBARDINI LDWQ50
DIESEL ENGINE
'w'ATER LINE INSTALLATION NOTESI
1. ALL 'w'ATER MAIN PIPE MUST
BEAR NSF SEAL OF APPROVAL AND BE
PRESSURE TESTED IN ACCORDANCE 'w'ITH
A'w''w'A STANDARD C-600 AND BE DISINFECTED
IN ACCORDANCE 'w'ITH A'w''w'A STANDARD
8. RULE 62-555.345 F.A.C"
A HORIZONTAL CLEARANCE OF 10' AND A
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OWNER:
WINTER SPRINGS
1757 W. BROADWAY,
OVIEDO, FL. 32765
407 366 - 1022
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2. SINGLE SERVICES SHALL BE 3/4' AND DOUBLE
SERVICES SHALL BE 1'. POLYETHYLENE TUBING
SHALL BE USED, <BLUE IN COLOR). POL YBUTYLENE
SHALL NOT BE ALLO'w'ED.
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APPLICANT:
WINTER SPRINGS
1757 W. BROADWAY,
OVIEDO, FL. 32765
407 366 - 1022
3. STANDARD GATE VALVES SHALL BE RESILIENT SEAT
GA TE VALVES.
4, ALL 'w'ATER MAINS TO HAVE 36' COVER, MINIMUM.
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TAKEN T'JICE A DAY rOR TEN DAYS AND ALL SAMPLES SHALL IE CLEAR OF' IACTERI
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\/ELL CDNSTRUCTlDtol. CCPIES IF THE LOG COMPLETION REPORT 'JITH SAMPLE lAGS
CONSTRUCTION DRA"'ING.
W-13 1lC ENliINEER MY RECllDE WATD CIlMUTY ANALYSIS N"TD 'JHICH
A DETtJlQNATJDN MY I[ MAlI: ". IlECIUIRING ADDITUIW. TREATMENT.
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113 LF SAN. ?/ PVC F.M.
113 LF SAN. 3- PVC F.M.
SURVEYOR:
DONALD W. MCINTOSH
2200 PARK AVENUE
WINTER PARK, FL. 32789
407 644 - 4068
NOTE:
SITE PLAN AND SURVEY
PROVIDED BY PECHT-EVANS
ENGINEERING" INClI \JELL LOCA TION
&c \JATER DISTRIBUTION SYSTEM
OVERLAID ON THEIR SITE PLAN,
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REVISED 12/28/'99
REVISED 12/10/'99
REVISED 12/02/'99
REVISED 11/12/'99
SHEET 2/ 5
EXECUTIVE PARK
DISTRIBUTION SYSTEM
LOCATION
wINTER SPRINGS
wATER LINE
FIRE PUMP
P.O. BOX 5266
8x
wELL
ORMOND BEACH, FL. 32175.
(904) 672-3069
NOT FOR
CONSTRUCTION
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7217 232 SPRING .u ~ 7 "n""
45 TO 125 # PRESS. q,.:s.ROC? t() V
PROVlDE SANITARY SEAL. CASlN OP ~ -.:0<12 ~,19
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A-53-89a BLACK
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FOR CLARITY 6' CHAIN LINK FENCE
NOT SHOWN ON THIS ELEVATION ORA WING
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SECTION !lA"-"A"
2 SUPPORTS PER
LENGTH Dr PIPE ~'A'
BEFORE POURING
REMAINDER OF"
ENCASEMENT.
1/ 20'-0' FOR \lATER CROSSING -
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NOTE.
ALL CONCRETE SHALL BE
~500 PSI MINIMUM 28 DAYS
STRENGTH
ELEV A TION
*
V/HEN 18 /I VERTICAL SEPARA TION DrST ANCE
CANNOT BE MAINT AI NED.
WATER MAIN SHALL BE LOCATED ABOVE DR BELOW ENCASEMENT AS
SHOWN ON PLANS DR DETERMINED IN THE FIEL~ USE ENCASEMENT
WHERE VERTICAL CLEARENCE BETWEEN WATER MAIN AND SE'w'ER IS
LESS THAN 18 INCHES" 8c 'WHERE 10' HORIZONT AL SEPARA TION CAN'T BE MAINT AINED,
SECTION A-A APPLIES TO PIPE CONCRETE ~
PIPE ENCASEMENT WHEN HORIZONTAL CLEARANCE
IS NOT MET. I
/~~~~~~~~~~~~
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FINISHED GRADE ~
v/~/y ~7~/~/~/W/if
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~ 36' OF COVER MIN.
FOR ALL PIPE
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20 S~HFn 40 PVC PIPE r~~J:'"n IN C()f\I['j;.l~TE ~
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,r--- 6' MINIMUM
-
STORM DRAINAGE PIPE
1" WA TER
TO BE DEFLECTED BACK
TO 36" COVER
(TYPICAL BOTH SIDES OF DRAIN)
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~E8CO 825Y 1" REDUCED PRESSURE
BACKFLOW PREVENTER OR EQUAL
THRUST BLOCK NOTES.
1 THRUST BLOCKS SHALL IE REQUIRED AGAINST UNDISTURBED
· MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE
ALL LIXJSE MATERIAL AND EXTEND THRUST BLOCK TO
UNDISTURBED . MATERIAL.
2. ON TEES AND lENDS, EXTEND Tl-RUST LOCKS FULL LENGTH
OF' FITTING.
3. BACKF'ILL SHALL CONSIST ENTIRn. Y OF' CLEAN SAND AND ROCk
FRAGMENTS. MY MUCIC ENCOUNTERED SHALL BE REPLACED
WITH ACCEPTABLE IACkF'ILL MATERIAL.
4. ALL THRUST LOCkS FOR PLUGS SHALL HAVE A BENT
REINFORCING IAR CAST IN PLACE TO fACILITATE ctlCRETE REMOVAL.
~. PII. YETHYLENE ENCASEMENT REQUIRED FOR ALL fITTINGS AT
THRUST LOCKS.
6. CONTRACTOR SHALL IE RE~SIBLE FOR PROPER APPLICATION
tF ANCHJRAGE SYSTEM TO PREVENT tlJVEt€NT Of' PIPE
AND fITTINGS.
7. llINST BLOCkING IS REQUIRED WHERE WATER MAINS ARE
TERMINATED AND AT ALL lENDS.
THRUST BLOCKS SIZES (MINIMUM) TRENCH
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WINTER SPRINGS EXECUTIVE PARK
DETAIL SHEET
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45-
1
TYPICAL SEcnON
.. BLDG. UNE
1. PE TUBING SHALL BE 200 P~, NSF APPROVED, SOR 9, MEEnNG
ASTM 01248 TUBING SHALL lBE ENDOT ENDOPURE OR APPROVED EQUAL.
2. REDUCED PRESSURE BACKFLOW, PREVENTERS ARE REQUIRED FOR
ALL COMMERCIAL SERVICES. TO BE INSTALLED BY A CERnFlED
TECHNICIAN AT OWNERS EXPENSE.
3. ALL SERVICE TAPS SHALL BE NO CLOSER THAN 2'-0- STAGGERED
INTERVAL OR WllHlN 2'-0. OF BELL OR SPIGOT ENDS.
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COMMISSION AGENDA
ITEM E
Consent
Information
Public Hearine:
Ree:ular XX
April 10, 2000
Meeting
MGR. ~ID~
REQUEST: Community Development Department, Land Development Division, presents to
the City Commission, for their action, the Planning and Zoning Board
recommendation on the final engineering plans as it relates to the proposed Winter
Springs Executive Park.
PURPOSE: The purpose of this agenda item is to present to the Commission the Planning and
Zoning Board recommendation as it relates to the final engineering plans for the
proposed Winter Springs Executive Park. The property is located on the north
side of SR 434, approximately three thousand (3,000) feet east of the Greeneway.
APPLICABLE CODE:
Section 9-73. Form and contents of final development plan.
(a)
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
(2) Sanitary sewer.
(3) Drainage and stormwater management facilities, including
underdrains.
(4) Bulkheads.
(5) Excavation and fill.
(6) Sidewalks, bicycle paths, and bridle paths.
April 10, 2000
REGULAR AGENDA ITEM E
Page 2
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils exploration work shall include as a
mInImum:
a. Results of borings located by survey at suitable intervals along
the proposed roadways; classification and properties of soils
encountered; and groundwater elevation to Unites States
Geological Survey datum found subsequent to making the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction; projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, size, location, depth and details of underdrains; and a
recommendation on the elevation of street grades, including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
b. If during construction of improvements, the city determines in
the field that soils and/or groundwater conditions are found to be
different than shown in the data submitted with final development
and engineering plans, or there is question about adequacy of the
approved plans caused by conditions found in the field, the city
shall have the right to require the performance and submission of
additional soils work and/or to require modification ofthe
previously approved design plans including, but not limited to
modifications of street grades and/or installation of additional
underdrains, use of soil cement base course, or other modification
April 10, 2000
REGULAR AGENDA ITEM A
Page 3
(9) Lot grading. At the time of final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review and approval.
The plans shall show minimum floor elevations for all homes, existing
topography, grading of all lots, and any drainage improvements proposed
or required on the lots. The lot grading and drainage plans shall show the
lot lines, existing topography (one-foot contour intervals), and proposed
lot filling, grading and drainage at a scale of one (1) inch is equal to one
hundred (100) feet ( or larger) in general accordance with FHA standards
for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water
groundwater elevation on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(11) Landscaping plans. Where site is commercial, industrial, or
multifamily in nature, landscaping plans shall be presented along with the
final development plans, unless specifically waived by the staff at the time
of processing the preliminary plan.
Section 9-74. Action on final development plan; expiration of approval.
(a) .....The final development plan may be approved ifit complies with all
relevant regulations included in this chapter. Approval of the plan shall be
subject to fulfillment of all conditions specified by the city staff and sanctioned
by the city commission. Action to approve a final development plan shall be
taken by the city commission within thirty (30) days after receipt by the city of
the complete plan with all supporting data required by this chapter.
(b) If within two (2) years after approval of a final development plan of a
development not part of a PUD and for which the plat has not yet been recorded,
the development encompassed by the plan has not been completed and inspected
by the city, the final development plan shall be resubmitted for reapproval of all
streets and areas within the scope of the plan that remain incomplete and/or
unable to function independently of completion of remaining undeveloped
portions of the development covered by the previously approved plan. Procedures
for reapproval of such expired final development plans shall be the same as for
the original approval.
April 10, 2000
REGULAR AGENDA ITEM E
Page 4
S.R. 434 CORRIDOR VISION PLAN, New Development Area
CHRONOLOGY:
August 17, 1999 - Pre-application Meeting with Staff
September 1, 1999 - Conceptual Plan presented to Planning and Zoning Board
September 27, 1999 - Conceptual Plan presented to Commission
October 5, 1999
- Final Engineering submitted
March 7, 2000
- Development Review Committee met on Final
Engineering
March 22, 2000
- Final Engineering presented to Planning and Zoning
Board
FINDINGS: It was determined that the final engineering for Winter Springs Executive Park
meets all code requirements.
RECOMMENDA TION:
Motion by Board Member Clinch: "I will make a motion to recommend for
approval to forward to the City Commission recommending approval, the Winter
Springs Executive Park final engineering plans, as condition the developer submit
a FDOT permit prior to pre-construction." All members present voted aye.
ATTACHMENTS:
A
- Planning and Zoning Board Minutes of March 22, 2000
B
- Development Review Committee Minutes of March 7,2000
C
- Final Engineering Plans
COMMISSION ACTION:
ATTACHMENT A
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDfLPA
SPECIAL MEETING
MARCH 22, 2000
I. CALL TO ORDER
The Planning And Zoning BoardlLPA Special Meeting was called to order Wednesday,
March 22, 2000, at 7:00 p.m. by Chairman Carl Stephens, Jr., in the Commission
Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter
Springs, Florida 32708). The Pledge of Allegiance followed.
Roll Call
Chairman Carl Stephens, Jr., present
Vice Chairman Marc Clinch, present
Board Member Tom Brown, absent
Board Member Bill Fernandez, present
Board Member Rosanne Karr, absent
Also Present
Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator
Mr. Don LeBlanc, Land Development Coordinator
Approval Of The March 1, Planning And Zoning BoardfLocal Planning
Agency Regular Meeting Minutes
MOTION BY BOARD MEMBER FERNANDEZ. "I WILL MAKE A MOTION
TO APPROVE THE MARCH 1, 2000 AS CIRCULATED BY MAIL." VICE
CHAIRMAN CLINCH SECONDED. DISCUSSION.
VOTE:
VICE CHAIRMAN MARC CLINCH: AYE
BOARD MEMBER FERNANDEZ: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
MOTION CARRIED.
Mr. Gimms, AICP, Comprehensive Planning/Zoning Coordinator informed Chairman
Stephens that Board Member Tom Brown and Board Member Rosanne Karr had
contacted him to advise him that they were unable to attend tonight's meeting.
CITY OF WINTER SPRINGS
MINUTES
PLAJ'\lNING AND ZONING/LPA
SPECIAL l\'IEETING - MARCH 22, 2000
PAGE20F4
II. REGULAR AGENDA
A. Winter Springs Executive Park - Final Engineering Plans
Mr. Don LeBlanc, Land Development Coordinator informed the Board of the site's
location; that the plans meet all of the Code requirements; that Staff recommends that the
Planning and Zoning Board favorably forward this to the City Commission; and that the
Florida Department of Transportation, (FDOT) permit be presented to the Engineering
Department prior to the pre-construction meeting.
The Board discussed the storm management system; that the Storm Engineer has
reviewed and approved the plans; commended the Cathcarts for coming before the Board
"before they had their preliminary engineering, shared their plan with us, we shared our
concerns with them and all those concerns have been met"; that a sprinkler system is not
required because of the building height and size; the New Development Guidelines; and
which Staff personnel have reviewed the plans.
MOTION BY BOARD MEMBER CLINCH. "I Wll..L MAKE A MOTION TO
RECOMMEND FOR APPROVAL TO FORWARD TO THE CITY
COMMISSION RECOMMENDING APPROVAL, THE WINTER SPRINGS
EXECUTIVE PARK FINAL ENGINEERING PLANS, AS CONDITION THE
DEVELOPER SUBMIT A FDOT PERMIT PRIOR TO PRE-CONSTRUCTION."
BOARD MEMBER FERNANDEZ SECONDED. DISCUSSION.
VOTE:
VICE CHAIRMAN MARC CLINCH: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
BOARD MEMBER FERNANDEZ: AYE
MOTION CARRlED.
Mr. LeBlanc departed at 7: 13 p.m.
B. Further Revisions to the Updated Transportation Element (Vol. 1 of 1
and 2 of 2) Comprehensive Plan Amendment
Mr. Grimms explained the history of the Amendment; the pages being in the correct
sequence; and Staff's request to consider recommending to the City Commission
adoption of the Updated Transportation Element (Volume 1 of 2 and 2 of 2)
Comprehensive Plan Amendment
Discussion ensued regarding Fisher Road being misspelled; that on page III-18 the
circled items are corrections; that it seems reasonable that water lines would be installed
when drainage and paving is being done on Fisher Road; that before each phase is started,
a public hearing will be held; and if the Section 20-359 has anything to do with this
document.
CITY OF WINTER SPRINGS
MINUTES
PLANNING AJ"iD ZONING/LPA
SPECIAL MEETING - MARCH 22, 2000
PAGE3 OF 4
Board Member Fernandez stated, "Just for the record, to clean my skirts and everybody
else's skirts - coming in the door out there, Commissioner Edward Martinez stopped me
and indicated he wanted to talk to me there or wanted to make a presentation at the public
meeting because he also has concerns about those same sections I have commented on
twice and I told him I would put it on the record so he didn't have to hang around. It will
hit his level at some point, - I assume we're going to address it and I even think Staff
agrees, you don't even know why it is in there and it shouldn't be, it's messed up and
needs to be worked on."
Mr. Gimms informed the Board that the Land Development Regulations (LDR) does
need to be revisited in the near future.
The Board continued discussing "The Transportation study being based on a ten year
plan, projecting out to the year 2010 and what is the mechanism to warrant a new Traffic
study"; and Chapter 163 of the Growth Management Act allowing the flexibility for
reVISIOns.
MOTION BY BOARD MEMBER FERNANDEZ. "I WOULD MOVE THEN
THAT WE RECOMMEND THAT CITY COMMISSION CALL A SECOND
ADOPTION PUBLIC HEARING AND ADOPT THE PUBLIC LARGE SCALE
COMPREHENSIVE PLAN AMENDMENT, LG-CPA-I-97 UPDATING THE
TRAFFICCIRCULA TION ELEMENT IN VOLUME 1 OF 1 AND VOLUME 2 OF
2 THE CITY'S COMPREHENSIVE PLAN INCORPORA TING THE
RESPONSES TO THE ORC (OBJECTIONS, RECOMMENDA TIONS AND
COMMENTS) REPORT FROM THE DEPARTMENT OF COMMUNITY
AFFAIRS AND SUPPLEMENT NUMBER ONE OF THE CITY OF WINTER
SPRINGS TRANSPORTATION STUDY MADE AUGUST OF 1997." VICE
CHAIRMAN CLINCH SECONDED. DISCUSSION.
VOTE:
BOARD MEMBER FERNANDEZ: AYE
CHAIRMAN CARL STEPHENS, JR.: AYE
VICE CHAIRMAN MARC CLINCH: AYE
MOTION CARRIED.
II. FUTURE AGENDA ITEMS
Chairman Stephens informed the Board that he has not received an answer from the City
Manager regarding the letter dated February 8th.
Discussion followed regarding that Mr. LeBlanc be reminded to give the Board a copy of
the New Development Guidelines; that the digital map is presently being corrected and
by the first of May it should be presented to the Board; and that they would like an update
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING/LPA
SPECIAL MEETING - MARCH 22, 2000
PAGE 4 OF 4
on the Town Center in the near future. They also inquired if reimbursements are taxable
and should be documented on the 1099 form.
III. ADJOURNMENT
MOTION BY BOARD MEMBER FERNANDEZ. "I MOVE TO ADJOURN THE
MEETING AT 7:30."
Chairman Stephen adjourned the meeting at 7:30 p.m. with the consensus of the Board.
Minutes Respectfully Submitted by: Debbie Gillespie, City Clerk's Office
City of Winter Springs, Florida
APPROVED:
CARL STEPHENS, JR., CHAIRMAN
PLANNING and ZONING BOARDfLP A
NOTE: These minutes were approved at the
.2000 Planning And Zoning BoardlLPA Meeting.
\\CITYHALL _ PDCISH AREDlCity Clerk\Docs\ Word\BOARDS\PLANN INGlalll\MINUTES\2000\P&Z 032200.doc
ATTACHMENTB
March 8, 2000
To:
Community Development Director
Staff
Land Development Coordinator #
From:
Re:
Development Review Committee
Final Engineering, Winter Springs Executive Park
The above referenced Development Review Committee convened on March 7,2000 to consider
the final engineering for Winter Springs Executive Park. D. Cathcart represented the
development. Staff members present were Carrington, Cook, Dallas, Houck and LeBlanc.
Please see attached Staff comments.
Motion by Houck that the project be forwarded to the Planning and Zoning Board with the
recommendation for approval - seconded by Cook. All voted aye.
Memorandum
..;:::;:;::::.-~:
To: Don LeBlanc, Land Development Coordinator
CC:
From: Don Houck, Building Official ~
Date: 03/07/00
Re: Winter Springs Executive Park Engineering Comments
No further comments
1
Code Enforcement
MEMORANDUM
DATE:
TO:
FROM:
RE:
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
March 6, 2000
Don LeBlanc, Land Development Coordinator
j;mctle Cook, Code Enforcement Mannger @
Winter Springs Executive Park
I have no further comments on the landscape plrlll for the above referenced project.
MEMO FOR RECORD
March 3,2000
Land Development Coordinator ~
From:
Re:
Final Engineering
Winter Springs Executive Park
I have no further comments to offer on this project.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708 - 2799
TELEPHONE (407) 327-1800
February 24, 2000
David Evans, P.E
Pecht, Evans, Engineering, Inc.
50 I E. Jackson Street
Suite 202
Orlando, FL 32801
RE: WINTER SPRINGS EXECuTIVE PARK, PROPOSED.
Review of Engineering - Seal Date January 26, 2000
Dear Mr. Evans:
A review of the subject engineering plans finds them to be in general conformance to the
City's Land Development Code and sound engineering practices. I recommend the subject
engineering for approval by the City.
NOTE: I will need a copy of your FDOT permit prior to our Pre-construction Meeting. All
I have is "an intent to issue" the permit, from FDOT. Telephone conversation with Stan
Mann, ofFDOT, reveals they will issue the permit after the City approves the project and
your client provides them with the appropriate Performance Bond.
If you have any questions, please feel free to give me a call at (407) 327-5976. Thank you.
Mark L. Jenkins, P.E. .
City Engineer
cc: City Manager, Ron McLemore
Community Development Director, Charles Carrington
Land Development Coordinator, Don LeBlanc
David Evans, FAX # 407-246-0963
David Cathcart, FAX # 407-977-8349
Donald LeBlanc
From:
Sent:
To:
Subject:
Kimberley Hall
Wednesday, February 09, 20004:08 PM
Donald LeBlanc
Eckerd and ws executive park
Don-
I have no comments for the Winter Springs Executive Park.
For the Eckerd Drugs site the only comment I have is that the thrust restraint shop drawing should be submitted to the
City of Winter Springs, not Seminole County (I am o.k. if they make this change by hand).
As a general Question for Eckerd Drugs - on sheet 3 of 14, should there be crosswalks at the two access drives along SR
434?
-kim
/'
t
MEMORANDUM
To: Don leBlanc, land Development Coordinator
From: Robert E. Dallas, Fire Marshal
Date: November 5, 1999
Subject: Revised engineering plans, Winter Springs Executive Park
Fire Department personnel have reviewed the above noted project and offer the
following comments.
It appears that all previous comments presented by the fire department have
been satisfactorily addressed.
By utilizing the well and a fire pump, the water situation will be adequately
handled. The wet retention pond, if it indeed does remain wet, can be utilized as
a back-up resource, providing it is kept cleared.
All buildings, including those in the future expansion plan, are within proper
distances from the proposed location of the fire hydrant.
The building footprints now indicate they will be less than 3,500 square feet.
There are no further comments at this time.
ATTACHMENT C
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SHEET 1 COVER SHEET
SHEET 2 SIT E P LAN
SHEET 3 TREE RETENTION PLAN
SHEET 4 UNDERGROUND UTILITY PLAN
SHEET 5 GRADING/DRAINAGE PLAN
SHEET 6 DETAILS
SHEET 7 DET AILS
SHEET 8 LANDSCAPE PLAN
WA TER:
ELECTRIC:
TELEPHONE:
SEWER:
CABLE TV:
GAS:
PRIVATE - WELL
FLORIDA POWER CORPORATION
BELL SOUTH TELEPHONE
PRIVATE - SEPTIC
TIME-WARNER COMMUNICATIONS
PEOPLE'S GAS
(407) 646-8557
(407) 351-8191
(407) 295-9119
(407) 425-4661
19\519
OWNER/DEVELOPER
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WINTER SPRIN(~S EXECUTIVE PA,RK, INC.
i ]'j} Vv BROADWA \ STREET
SUi TE #3
OVIEDO, FLORIDA3276~)
(407) 366~ 1022
ENGINEER
PECHT -EV,INS ENGiNEERING, INC.
501 EAST Jl CKSON STREET
sunE ~;ltJ2
ORLA~~O, FLORIDA 3280-1
(tt01') 872 - 1 51 5
qAVJD L, EVANS P.E, #46586
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SURVEYOR
DONALD W. McINTOSH ASSOCIATES, INC.
2200 PARK AVENUE NORTH
WINTER PARK, FLORIDA 32789
(407) 644- 4068
KEITH RU9DICK, No. 26.17
GEOTECH :!
UNIVERSAL ~NGINEERING SCIENCES
3532 MAGGIE: BOUL..EVARD
ORLANDO FL. 32811
(407) 423-p504
ENVIRON.NT AL
HARTMAN & ASSOCIATES
201 EAST RINE STREET
SUITE 1000
ORLANDO, fLORIDA 32801
(407) 4397'3955
P f fr !=~i~~INEERING, INC.
601 EAST ,JACKSON ST. STE. 202
ORLANDIO, FLORIDA 32801
(407) 872-1616 FAX: 248-0183
FTlORJDA
Lo.ke Jessup
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SPRINGS
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VICINITY MAP
N.T.S.
LEGAL DESCRIPTION
THE WEST 2/5 OF THE EAST 5/8 OF THE N 1/4, OF
THE SE 1/4 (LESS THE EAST 165 FEET) OF SECTION 4,
TOWNSHIP 21 SOUTH, RANGE 31 EAST, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
BEING SUBJECT TO ANY RIGHTS-OF - WA Y, RESTRICTIONS
AND EASEMENTS OF RECORD.
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1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT -EVANS ENGINEERING, INC. WITH
CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE "
COORDINA TED TO INSURE TIMELY CERllFICA TlON OF CONSTRUCTION TO AGENCIES AND TO A VOID DELAYS IN ; WETI..AND '2'
ISSUANCE OF CERTIFICATES OF OCCUPANCY. ,,j-
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GBNB1\AL NOTES
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ARMY CORPS OF ENGINEERS
JURISDICllON SURVEY LINE
AND ST JOHNS RIVER WATER
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MANAGEMENT DISTRICT
JURISDICllON SURVEY LINE
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(......-\ ARMY CORPS OF ENGINEERS
\11 i' JURISDICTION SURVEY LINE &
,-,...-' AND ST. JOHNS RIVER WA TER-
MANAGEMENT DISTRICT
JURISDICTION SURVEY LINE
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JURISDICllON SUR~Y LINE
AND ST. JOHNS RI~R WATER
MANAGEMENT DISTRICT
JURISDICllON SUR~Y LINE
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2, CONTRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED-UP WITH AS-BUILT INFORMATION ON
RIM AND INVERT ELEVAllONS. AS-BUILT INFORMATION PREPARED BY A REGISTERED LAND SURVEYOR IN
ACCORDANCE WITH TCIlY OF WINTER SPRINGS LAND DEVELOPMENT REOUIREMENTS SHALL BE SUBMITTED TO THE
ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK.
3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE
IMPROVEMEN TS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENT A TlON. DISTURBED
MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT
CONTRACTOR'S EXPENSE.
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5, CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSIllVEL Y INTERSECTIONS SHALL BE
TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS
OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL NOllFY THE SITE
SUPERINTENDENT PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION MAYBE MADE.
6. THE CONTRACTOR SHALL IMMEDIA TEL Y NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE
PLANS AND THE FIELD CONDIllONS PRIOR TO CONSTRUCTION.
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7. CHAPTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A
MINIMUM OF TWO WORKING DAYS PRIOR TO EXCA VA TING. DRA WINGS SHOW ONLY THE APPROXIMATE LOCA llON
OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER
MAINS OR SERVICE LINES IS BY ON-SITE INSPECTION BY GAS COMPANY PERSONNEL THEREFORE, EXCAVATORS
ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A NEW
CONSTRUCTION AREA.
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8. ALL MEDIANS AND ISLANDS TO FILLED WITH CLEAN SOIL.
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9. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE
NOTED.
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11. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROl DEVICES TO BE INSTALL BY
CONTRACTOR PER F.D.O.T AND SEMINOLE COUNTY STANDARDS.
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12. ALL AGENCIES AND COMPANIES SHALL BE NOllFIED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
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13. CONTRACTOR TO BE EXTREMELY CAUllOUS VttiEN WORKING NEAR TREES WHICH ARE TO BE SAVED. IF THERE
IS A QUESTION AS TO \\1-lETHER A PARllCULAR AREA SHOULD BE CLEARED, THE CONTRACTOR SHALL CONTACT
THE OWNER FOR FURTHER INSTRUCllONS.
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14. SETBACKS FOR "S.R. 434 CORRIDOR":
FRONT: 50 FEET
SlOE: 10 FEET
REAR: 1 0 FEET
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15. BOUNDARY AND TOPOGRAPHIC DATA AS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY DONALD W.
MciNTOSH ASSOCIATES, INC., DATED APRIL 28, 1999.
&. 16. THIS PROPERTY LIES IN FLOOD ZONES "X", nX" (SHADED) AND "AE" . ACCORDING TO THE FEM.A. FLOOD
INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 120289 0155E, DATED APRIL 17, 1995. (BASE FLOOD
ELEVATION = 10')
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& 17. THE PLAT SHALL BE RECORDED PRIOR TO THE GRANTING OF THE CERTIFICATE OF OCCUPANCY.
A 18. THE PLA rs WESTERLY PROPERTY LINE IS 2,183 FEET EASTERLY OF THE EASTERL Y RIGHT-OF - WA Y LINE OF
~ CENTRAL FLORIDA GREENEWAY (S"R. 417)
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1. ASPHALT AND CURB EAST OF PHASE LINE.
2. ALL STORM DRAINAGE AND RETENTION SYSTEMS.
3. SEPTIC SYSTEMS FOR BUILDINGS 1-3 AND 7-9.
4. SEPTIC CHASES FOR BUILDINGS 4-6.
5. ALL POTABLE WATER AND FIRE SUPPLY SYSTEMS.
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FOT A6LE WELL FE~FO~MANCE eFECe:
WATER LINE INSTALLATION NOTES:
WeJ. UE!.L AND POTABLE WATER DELIVERY SYSTEM TO ~ TO FOEJO STAND~S AND
SPECIFICATIONS FOR 'NON-COt'MJNITY PUeLIC WATER SYSTEMS', FLORIDA STATUTE ~8.
W-2. 4' 'DEEP l1ELL' WITH CASI~ 4 DRIVE SHOE.
W.3. MINIM\.I'1 5UeTAINED u.ELL DELIVERY' FLOW: 3~ GR1
We4. SYSTEM OPERATINc:a PRE55URE: ~ TO 6tf) 1='61 (INCLUDING ~tf) GAL. JORE55UfO!E TANK)
W-5. l1ELL TO ee A MINIMUM OF 2(/')tf) FEET FROM SEPTIC DRAIN FIELD.
W-6. CHLORINATION SY&TEM TO BE LIQUID INJECTION TYJOE.
W-, ALL JOIPIHaa FROM PRE~ TANK TO Be eHED. 4ft) JOVC AND MU&T eeAR N5F &EAL OF
AflIPIItOVAL
w-e ALL &cHEDULE 4ft) JOVC PIPING &HALL ee PRE&&uRE TESoTED IN ~ANCE WITH AlWJA
SoT ANOARD C-60lii'.
W-'3 ALL SCHEDULE 4e PVC PIPI~ t1J&T 6E DISoII'f=ECTED IN ~ANce WITH AU.WA
&TANOA~ C051 4 flU..E 62-555.345 FA.C.
W-Itf). A ~ZONTAL CLeAflitANCE OF Itf)' AND A VERTICAL CLEAflt.4NCE OF 1&" M\J5T BE
OBTAINED eETUEEN w.ATER 4 &El1ER &EflMCES. IF UNOeTAINAelE, ENCA&E &EWER JOIJOE IN
CONCRETE.
W-11 l1ELL &HALL ee DI&I'*ECTED WITH MINIMUM eoLUTION OF 55 ppm CHLORINE SOLUTION,
AFTER llA-lICH eACTERlOl..OGICAL &L.ES TAKEN TWICE A DAY FOR TEN DAY& AND ALL
&Al"'FL.E& ~LL ee CLEAR OF eACTERIA, IN ACCOIItDANCE WITH FA.C. 62-5&5.31&, (3), b 4 c:.
W-12 UE!.L DRILLER &f.IALL JOROVIDE TIoE FLORIDA DEfDAFm1ENT OF MEAL TH WIT14 A COfDY OF
Tl-IE VOLU6IA COI.NTY UELL JOEflilMlT flDRlOR TO UEl..L CON&TRJCTION, COfDIE! OF TIoE LOG
ca1PLETION fiEFORT W1T14 SAMPLE eAGle OF eAMPLE& &HALL ee TAKEN EveRY 25 FEeT AND
tLELL CONS~TION OIlUWlNc::..
W-13 THE EN&INEER MAY N:QUIIIiE w.4TEfIit QUALITY ANAL Y&le AFTER WHICH A DETER'1INATION
MAY BE MADE FOR f1EG'1UlRlNG ADDITIONAL TREATMENT, SoUCI4 AS WATER 5Q=TENING, IRON
IIlIEMOYAL, etc:.
1. ALL WATER MAIN PIJOE MUST BEAR N5F &EAL OF APPROvAL AND BE PRl!!5lJ1Ii!E
TESTED IN ACCORDANCE WITH AU.WA 6TANDAfIltD C-I;>(M') AND BE DISII'oFECTED IN
~ANCE WITH AU.WA STANDARD 4 RJLE 1;>2- !;~-345 FAC_
A ~IZONTAL CLEARANCE OF '''' AND A veRTICAL CLEARANCE OF Ie' Ml.J5T BE
MAINTAINED eETILEEN WATER' SEIlER &ERVICES. H= UNOeTAIN.AeLE, ENCA!E &EIlER
PIFE IN CONC~TE.
2. SINeiLE 5ePtVlces SHALL BE 314' AND DOU6LE &EIIMCESo SHALL BE I'.
POL YETl-lYLENE Tl.IeINCi SHALL ee U&ED, (BLUE IN COLOR), JOCIL YeuTYLENE 5l4oALL
NOT BE ALLOUED.
3. STANDARD GATE vALves &HALL BE RESILIENT &EAT GATE vALves.
4. ALL WA1"E1Ct MAINS TO HAVE 36' CO~ MINIMlt1.
!;, 2' WATER MAIN SHALL BE &o.EOULE 4ft) fDVC.
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1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTIUTIES PRIOR TO CONSTRUCTION IN THEIR VlC~NITY. . -
2. WATER AND SANITARY SEWER MAINS ARE TO HAVE A 10' (MJN.) HORIZONTAL SEPARATION DISTANCE. IF SEPARATION IS
LESS THAN 10', D.I.P. SEWER MAIN WILL BE REQUIRED.
3. AT WATER MAIN/SEWER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF
THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18" A JOINT OF D.I.P. SEWER MAIN
WILL BE REQUIRED. THE JOINT OF D.I.P. PIPE TO BE CENTERED AT CROSSING WITH WATER MAIN/SEWER MAIN.
4. ALL WATER AND SEWER LINES TO MEET CITY OF WINTER SPRINGS SPECIFICATIONS.
5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0,30%,
6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION.
7. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY
COMPANIES, OWNER. AND PROJECT ENGINEER.
8. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE.
9. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C551.
10. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN INVERT
OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18" A JOINT OF D.I.P. WATER MAIN
WILL BE REQUIRED.
11. WATER AND STORM SEWER ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE. CONTRACTOR TO DEFLECT
WA TER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS.
12. P.V.C. WATER MAIN SHALL BE C-900, DR 18 AS SPECIFIED IN THE SEMINOLE COUNTY STANDARDS FOR WATER MAIN
CONSTRUCTION SECTION.
13. AT SANITARY SEWER/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 12" BETWEEN
INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE.
14. MAINTAIN 1% SLOPE ON SANITARY SEWER LATERALS.
15. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER AND SEWER LINES.
16. WATER DESIGN SHALL BE PROVIDED BY W. A. CROSS CONSULTING ENGINEERING, INC.
17. SEPTIC SYSTEM DESIGN SHALL BE PROVIDED BY DAVID O. SCHARR, P.E.
18. ALL POTABLE WATER LINES WITHIN 10 FEET OF SEPTIC SHALL BE SLEEVED.
19. SEPTIC SYSTEM SHALL MEET SEMINOLE COUNTY PERMIT REQUIREMENTS STANDARDS CHAPTER 64E-6 F.A.C.
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PAVING" DRAINAGE NOTES &~
1. FINISHED FLOOR ELEVATIONS ARE 4" ABOVE SOD AT SLAB ON ALL SIDES.
2. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES.
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&,3. ,IiMINIMUM GRADE OF SODDED AREA TO BE 1.50%.
4. COORDINATION WITH LANDSCAPE CONTRACTOR TO ASSURE POND IS SODDED TO PREVENT SCOURING.
5. F.D.O. T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT CONTROL. BEST MANAGEMENT
PRACTICES AS REQUIRED BY THE CITY OF WINTER SPRINGS SHALL BE OBSERVED.
6. SITE GRADING. PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO CITY OF WINTER
SPRINGS AND F.D.O.T. DEVELOPMENT STANDARDS AND SPECIFICATIONS.
7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED
AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
8. THE STORM WATER RETENTION/DETENTION POND SHALL BE CONSTRUCTED DURING THE EARLY STAGES OF
CONSTRUCTION. SODDED AND/OR SEEDED AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE.
CREATION OF IMPERVIOUS AREAS SHALL NOT BE PERMITTED UNTIL RETENTION POND IS IN PLACE.
9. AN EROSION CONTROL PLAN WILL BE SUBMITTED TO CITY OF WINTER SPRINGS AND APPROVED PRIOR TO
SCHEDULING THE PRE-CONSTRUCTION CONFERENCE.
10. SOILS INFORMATION PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY UNIVERSAL ENGINEERING SCIENCES
DATED 11 OCTOBER, 1999.
11. SEE SHEET 6 OF 8 FOR POND LA y...;. OU T DETAILS.
12. ANY FURTHER DEVELOPMENT OF LOTS 1 AND 2 SHALL BE REQUIRED TO PROVIDE FOR ON-SITE RETENTION FOR
THE 25 YEAR / 24 HOUR STORM EVENT.
A 13. ROOF DRAINAGE SHALL FLOW INTO INTERNAL STORMWA TER DRAINAGE SYSTEM, SPECIFICALLY THE REAR OF
li:J. BUILDINGS 3. 4, 5 & 9.
A 14. DURING CONSTRUCTION, IF THE POND EXHIBITS SEEPAGE THROUGH THE BANKS THEN AN UNDERDRAIN SHALL
ill BE REQUIRED TO INTERCEPT THE FLOW.
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L 12" STABILIZED SUBGRADE
c:v VER.TlCAL CURB DETAIL
2 N.T.S.
I-
E
0.
s'
o
'V
If)
.....
cij
..
==;:~~JT~I"i-~.. _~\i I
~~~:rXP~~~ A1NT COMPACTED J
AT 2O.0.C. MIN. SUBGRADE 2"
.
<0
I
'0
o
o
,
00
-
I
.....
CJ)
~
~
.....
I
"0.
QI
lft
~
(f) CONC WALK" CURB
2 N.T.S.
ELEVATION
ro BE USED AT SElECTED SITES VIHERE THE
NATUfW.. GIOJND SlJJPES TUft/NfD THE TOE OF SlaE
BoI. To Buff
:I~
FIlM
.-
. ". ------
.1/
Ammr Bti. W"" 2 - 2' x 2' It "
Stat. p., Bti..
PLAN lJJoH Son Pk10ed ~ 5IrwfJ NwJ UgbtIy
~~===-. Co/rfJtIthd AIon9 rhtl UptlfrfIfMII Edge Of BtJItIIS.
~~.. FTlI Slope
ELEVA TION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GlWND Sl/JPES JIIIAY FFOJ THE TOE OF SlJJPE
BARRIERS FOR FILL SLDPES
,
'~::
(, :--..
. ..-.~~~,>
c~:~:::--/l."'. ~,
, --. --~
.~' ....-- -~.
., ", '-- --'-' . .,",' ' . ,. .~
---.....
" . ......
, --
.......
'"
~........
.,
~
". .,
i.li" . '-.l..
s'~ f~\
\
Type III Slit Fence
QJrb & Qufte,
PARTIAL INLET
COMPLETED INLET
JttWr 8t1I-. W"" t - 2' It r x "
~ fI'e, Bth.
DIttJh
----- DT10h
QJrb .. QJItM
DITCH BJTTOM INLET
PROTECTION ARaJND INLETS OR SlIIILAR STRUCTURES
OptkJntJI Poll Po6lt/~~ PrlltDlple Po$f IWltkJIt
~ (C4nfed 2f). TfJWf1I'd FklwJ
FIlter FabrTo (In i J ,
CfJIIfOt'atlflt>> WIth i
See. SI85 FDOT Spa:.) :s-
Filter Fabric
~ (OptTOMI 2' x of' Or I
III". 010. Ifooc6 StHl I
I J LbVFt. IIIn.)
6' 1tkJx.
Mwen FIlter FabrTc In AbIJetr)e Of
E8faIJIT6h<<J GratIS (Approx. 12' x 12').
SfIOlJre Ed(Je6 ~ Entrench/tV NwJ ~--l
Extend UfltHr 8ag8 and 8<<.. Fabric
Sldl liNt ThtI RequTr.... Of I I
Stdlon SI85 Of ThtI $tQndQrd I
Speoffloatlontl. Cost Of Fabric To Be ./
IMJIuded I" ThtI CDnIraof U"Tt Price _____~
For 8tJIed Hal Or Straw. TN. -- ------I ~l
. . . . . .. . . .. . . . .... . Q--;-r--+r;r-{~ . .. .. ~ :J
.. ~r ~~ ~IJ PIG1<<J ~ SIKNfI NrJ ~ - -I~r ~~ ;;;..._;.~ ~ ~ S/rN. NrJ WrItt
Ca/fX1ded Along The Up6tream Edge CctrpJctfld AIont1 The Uptttr.", Edge Of 8t:tI..
Of Bal..
~.
~ .s
. ~
""" 10 "
".
.
ELEVA TION
SECTION
TYPE III SILT FENCE
Noter STIt Fence to I>> (JtIld for UftdfIr the OlNItraaf //fiT' price for Sluiced S," F tIIW>> CLF).
-.
...... /' ..
.. p. '
- '"'.. --
~
-.Y' _~...
T~ III STIt FtIIW>> Protection
ArOUfId Olloh BofIoIn Inlets.
00 MJt depkIy In a ..",.,. fht1t ~'" fMCN wl1l tlCt (J$ a dam tlCIWS pentItIfIMt f_TfIg
~. SIlt fence8 are 10 be tJHd at ~ IacatTOM and turbldTty btrrlef'8
U$ed at pentftIfIMt bodl. t1f water.
SILT FENCE APPUCATIONS
BALED HAY Oil STR.A W BAlUlIERS AND SILT PENCIS
N.T.S.
24"
12" 12" 12" 12"
I
1/2" R .
.......
I C"i
<:1l I
<0 T'"
l"-
I
STABlUZED ID
-::-:~,~ "
>:.':::':....~I?~PAC~:'~::.~ .
@ MIAMI CURB
2 N.T.S.
4' OR s' ~
I
11~"(:f:~
1 S'" FkIw
Not/e, Spqclflg for Type III Fenoe to be I"
GaOOtdlnot with Cht1rt I. Sheet I of J
and dNrJh lM#alkJfloM at dralq.
struaIures ShHf 2 of J.
Type III Silt FtIIW>>
4" M'
.. m.
" .5 Max. _I
~' ~R - 2
I! Cast Or Rubbed
5/8~" II
Or ~: 1/4" Pitch
3/4" II .
, II Optional
II
II
,.
8" Min. 9" Max.
./
6' - 0"
I
-11--2" Min.
3" Max.
No. 4 Bars, 18" Long---
(To Per Guard)
G) CONCR.E'TE BUMPEll GUARD
2 N. T.S.
e
l'
~ ~
CONCRETE WALK AT 3.000 P.S.I.; ~
WOOD FLOAT FINISH SAW CUT
CONTRACTION JOINTS AT .
5'O.C. MIN EXPANSION JOINT COMPACTED SUBGRADE
AT 20"O.C. MIN.
@. CONCRETE WALl(
6 N.T.S.
l'
CD SWALE SECTION
5 N.T.S. .
. ~.
-aicti cti
Jl- . :t: ~ :x:
.. a: Q:; a=
50'
&
2'
2'
i I. i
IIII
I i I
b b b
S 5 6
~ ~ ~
! ! !
4'
5'
2'
24'
MIAMI CURB (TYP)
2'
5'
4'
&
1 1/2"MIN. FOOT TYPE S-1
ASPH CONC. (TYP) I
2. 8
&
12" (TYP)
2.08%
/-.
12" (TYP) ~
CONC SIDEWALK (TYP) ~
GRASS (TYP) \V
6"MIN. THICK SUBGRADE
STABILIZED TO FBV 50 (TYP)
g"MIN. SOIL CEMENT BASE 300 PSI (TYP)
10"MIN. SUB BASE STABILIZED TO FBV 75 (TYP)
A NOTE: .
~ 1. FIELD BREAK SOIL CEMENT FOR 300 PSI
& 2. ALL THICKNESSES ARE MINIMUM REQUIRED.
&. &. c:::v TYPICAL R.OADWAY SECTION
2 N. T.S.
~
gt
C)
C"oooI .
LtJ
-0.:
!
G
~ ~
~ ~
c::l (I)
~ ~.
"ELtJ
..J
Q
$
<
Q
(!)<TVP)
VARIES
~ U .. ""lIIIl
z: I
-
- ...
~ III 0
::z: I
0::: ...
w . ..
W . .
:z: "'c .,..
Vlc::5 -0 .
f-ZZ .,..
Z- I
::c:;5L.U 011: ..
uwll .0 ...
~r ~it .
u ~
1111 c · ...
~O 0
L.I-I ...A ..
~
.Z
L.I-I CC
III~
~c.. ... 0
0
. ~
1-1/2"MIN. TYPE S-1
ASPHALT (TYP)
10"MIN. SUBGRADE COMPACTED
TO 95% MAX. DENSITY
PER AASHTO T-180 (TYP)
VERTICAL CURB f~
S"MIN. SOIL CEMENT BASE 300 PSI (TYP)
NOTE:
& 1. FIELD BREAK SOIL CEMENT FOR 300 PSI
& 2. ALL THICKNESSES ARE MINIMUM REQUIRED.
&. &. @TYPI.CALASPHALTPAlUCINGLOTSECTlON
2 N.T.S.
.<~'-""':"'V;./1"-"
I
Of'
;."
,
-I
il
I I,
,
&
6" CONe. SlAB
REINFORCED W /
6 x 6 6/6 YMF
I
~
o
2-6" STEEL
BOLLARD
'~l~ ,;
WALLS:
..~
".. ">~~":i>''':~> '.,JJ}':-".'
~'; :S\~:~;~~:'. I:
?:.~~':>*.:.$::i..;:~...
%.,?~",~:(;< (,.,.(~.;
.. ..p~'~","''''''''~.;.'.J..''.
" ". . ....~....
, . "~~)f"
....~'- ""..,,rI
~
Ee ~ IJftAIL
6 FEET HIGH BE CONSTRUCTION OF CONCRETE BLOCK,
PRIVACY CYPRESS WOOD FENCE, CHAIN LINK WITH
SLATS OR ~Y COMBINATION OF THE ABOVE MUST
. BE APPROVED BY THE PUBUC SERVICES DIRECTOR
PRIOR TO CONSTRUCTION.
, ""'lIl
I
I .
..
C
z i
.
...
c
I
... .......
.......-- ,'-':
.-
L
~
CONCRETE
DOUBLE GATE
DRILL HOLES IN PAVEMENT
FOR GATE STOP HOLDERS
GATE: DOUBLE GATE SHALL BE CONSTRUCTED OF CYPRESS
WOOD OR CHAIN LINK WITH SLATS.
6:)
DUMPSTER PAD / ENCLOSURE
N. T. S.
BUILDING
DRAWN:
~
,
CHECKED:
D
DATE:
aEPTII.IR ....
SC :
AI8ItOWN
CAD NAME:
W' I
JOB. I:
1001
SHEET I:
6....'.
. .
;.
6 HANDICAP RAMP
~ N. T.S.
~.16 HAND. . leAP STlUPING DErAIL.. ..
2 N.T.S.
. .
. .
8'
~
r
r- IttIet r". /Z $yMIeIr/oal AbtJut r
I
I
jA
8
L
LA
PLAN (INLET TYPE 4 SYI/METRlCAL ABalT II
See S/tlb ReIftfonJlItf
o.1vIlTltl.f
"- r Inl.t
8<<Jt. Of 016.
8
--.t
B
L
B
--1
lJs &n e g' L.... As-, Cottcr~. SUppt)rl Po$f
INLETS TYPES I AND J
jA
II
i~
..~
~J
.-!
:>>~
9' -0"
LA
PLAN (INLET TYPE 2 SYIII/ETR/CAL ABOOT fl
I T. Be ".,.
· 'F~..t. os. ~
~
GENERAL NOTES
,. The finished grode and slope of the inlet tops ore to conform with the finished cross slope and qrode
of the proposed sidewalk ond/or border.
2. When inlets ore to be constructed on 0 curve. refer to the plans to determine the radius and, where
necessary, modify the inlet detols occordingly. Bend steel when necessary.
3. All steel in inlet top sholl hove 1 minimum cover unless otherwise shown. Inlet tops shall be
either cost-in-ploce ar precast concrete.
4. The rear wan portion of inlet tops Types 1, 2, :3 & 4 may be constructed with brick. Dowels 10 top
slob required.
6. For supplemental detoNs see Index No. 201.
5. Only round concrete support post will be acceptable.
7. These inlets ore to be used with Curb and Gutter Types E and F. Locote outside of pedestroin
crosswalk where practicol.
8. For slurcture bottoms see Index No. 200.
9. Inlet 10 be paid for under the controct unit price for Inlet (Curb) (Type ). Each.
TO Be Pold
For M C. . G.
F.l- Of 9uHttr.
~T3=
~ Of IIlIet CtJMtnJt;Hon
UtMts Of Inl., CoMtndkNt
&Ick Of
I l
I 3"(1'
I. Guttsr '
TrOllS.
J' -(1'
Gutfer
Trans.
INLETS TYPES 2 AND 4
SLAB REINFORCING
3' -0" 10' -()" J' . ()"
Q/ffer aAtK
Trans. TffINJ.
SECTION BB (INLET TYPE 2 SYMMETR/CA A800T ,)
SECTION BS (INLET TYPE 4 S~ ETRICAL A80JT ()
See Ntm "-
No. 'I .:..
it' Cmtnte Or
tf' Brlct.
II 4' -0"
~----_._~--_.__._---_.
Q
~' -CI'
r-
See Not. ....
No.4':"
f/' CWIorm Or
tf' Bride.
3' -6"
DIMENSIONAL SECTION
~ 6" 7;" lOt lJs Top Ban
I: ;' q~ :~............
21 f For 3' -f/' S1rurJIure Bot1ottI
"T "ffom i'.;Q! ~l8rF'" 4'-<1' -- ......
"6 Bars (j ~ Ctrs. -:...
I __ ...,
DII/ENSIONAL SECTION
INLETS TYPES I AND 2
INLETS TYPES 3 AND 4
-6 &n UnIHS
~OthfJrwl" Shown
6" ~ ~ 3"
~lJs &In . g' Ctr$.
~-s Btn Un/eu
~ 6" 7 r 7 r 1l;0001WI". ShrMn
<<If Btn . g' Ctrs.
-s&n
I,
116 Bars
114 &In
. tf' Ctr$.
80th WOY6
-., &In
. 8' Cfr$.
Ik1tIt I'cIp
o
~
DIUENSION & REINFORCING HALF SECTION
TYPES A & E CURB (HALF SECTION AAJ
(TYPE E Gl.JTTER SHOWN)
J' -6" O/~ter
4' -0" Diameter
,I
REINFORCING SECTION
J' -fr DIA. STRUCTURE BOTTOU (SECTION AAJ
REINFORCING SECTION
4' -(j' DIA. STRUCTURE BOTTOU (SECTION AAJ
TRANSVERSE SECTIONS FOR INLETS TYPES I, 2, 3 & 4
@ ~B INLET TOPS TYPBS 1, 1, 3 & ..
DIMENSIONS AND QUANTITIES
M sf OONCRETE SLAB (CY) Ii SODDING (so. ros.)
F ~ SIftlfl/e Double TrlDl. fUJd. N Single Double Trl"Ie fUJd. $I"'" Double TriM fUJd. Ii See GeM",' Nt1fe No.3.
D X A 8 C E
Pipe Pipe PI,. Pip Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe S.. ShHt 5 Of S For ,. SIGb OItJtItm..
2'- .!JZ 2.18' 40' 2. 5' .~. of.b,;!' 7.2/' 9.79' 1.19' O.:JB 0.58 0.77 0.96 21 24
~., 4. ,. 2. 6 I."" ~.92 7.75 10.58' ."1 1.21 0.44 0.65 O.8T 1.09 28 I
J'- 2.06 , 3. 7 1.7J 5.50 8.92 12.33 I .7 1.25 0.54 0.83 24 28 J2 5
4'- 2.1 ~.95 7. Ill' 2.oa IO.JS 14.511' I.ll :1 I. 1.91 l5 -" 35 ')
s'- 7_25 6.08' 8. 9' . -ti rJ.81 1.38 I. 2.5 '8 34 39- 4
S!JJ 6'- 2.34' T.e/' 9.: /0' 2. O.g, 1.70 2. J.t! 0 37,- ---;;J "i')
S_ 6'- 2."3' 8.33' 10.'" U' 2. 1.. "2 1.13 2.04 2.9 .~_Ii 2 39 '71 "4
7', 2.52 . II. . .42 16.08' .75 J/.4 I."ID 44 J. 4.7 34 4. 51 59
8'- 2.62' 14' '.00' fl.50 ).W 34. I.SO 1.51 .07 .... 36 '" 55 ~
9" 14. 15' . .5lJ' 18.75 .92 37.0 1.54' 1.66 .~ ~. b.., ., 58._ 68
2.80 1i!:..I1U' f~. /6 10.16' 20.16 '.16' 4O.fe 1.58 1.89 .74 5. 7_4 4{} fj"
2'.7" 2.21' 4.e 6.36' 4. .~ 8' 1.22' 4.63' 7.21' 9.79 12.:J7 1,19' 0.57 O.8T /IS 1.44 23 ffi 29 32 ~-- -----_._-~------_._-,_._._._----- ,,-,-,--,~,,-,---,--------'-"'--'--'-~--"'------
2'- I(]' 2.36' 5.l 748' 5. ,3' 9 I. "" 4.9r 7.75' 10.51. 13.4r 1.21 0.66 0.99 1.31 1.65 25 28 31 J5 B E
J' - 5'" 2..s.3' 7. b 9.71' 7. J'b 11 1.73' ~~- 8.92 12.3 3' ~~~~ I. O. ) .~~ _/~ -~:~- ~..JA.._. _~L __2L- _19_ 66.42' b 6.25' OlttteM/ons ".,.wifed to tllkNI uu of 8' #JndtJrd pipe lengths.
~'- J" .70 9. /I.~' 9. J' IJ' 2.00 6.08 IO.J3' 14,51. ,- ie.8J I. I. 2.39 31 J6 41 46
'" 5'- '.lJl II. .<: 1.,.18' 11.03'0 15' 2.24 6.61' 1/.75' 16.83 21.92' I. I. 2 2.21 3.08 3.96 34 .fO 46 52 ~tJ.-<<1 ~ 10.10' D"""""t/M ,.,.,.med to o//ow use (If Ir ""'*'" pipe IfJIIgI#rJ.
SlOpe 6'- :.05' IJ. -~~. 13.03' E.. 2.4b' 7.25' -~ 19.25' i~ I. I. !J 2.76 ~~?~- -{~-- _...J.H.__ . 44 c--~-. . 58
6'- .22.' 15. I l .65 15.03" 19' 2.65 7.83 1~.58' 21.33' I. 1- J.JO 41 - 48--- -iiJ-- - 6~ Cclnlnte l/tlb nil ,. deepeMd to ,.,. iJrld(1e lD'NI c:nwn f1f pipe. s.. MAlon below.
7'- 3.39 fl 20.88' fl.03' 21' 2.83 8.4 16.08' 2.3.75 J1.42' 1.46 2.14 3.95 5.77 7.58 .u 52 61 69
8'- J.S6 19. 23.fr 19.0 I-'~;'- -~- 9.0 JLSO 26.00' 34.50' I. 'C' .~ 4JJ&. 6.8T 9.07__ 'c---fL.-- ._~-- 66 75
~ 534-- --'69 - -so--
9'- 3.73' ZI. 25.35 21. 25' rrsr 9. "'8.75' Zl.92' -'7. /,')4' 2. . 4 8./8 /iili4- 49 59
I(}'- 7' 3.91 ~. ffi.S9' 23. E! J.30 10. 2U./b' 30.16' 40./6 I. )8' 3.18 6.Zl 9.36 12.45 52 fij 74 85
StJdJ I'
Btw-'ed Or RtJund ~
it)
in
,
In
/"Sod
Gnm
~
::::.. - - ./' --
"- ----.;--'
\ '\ .......j
\7
!
/
.::::...-- -- -;-;-
, ---.",r
\\"-'''-/
\)/
!
/
., II~~
A
In
..:
to""
co II
tolttl
co II
Q
llQ
II )c
in
...:
cmcr.te SIt1b, ~ Or 5f Thick, Ii
~orr>>d WTth W'ffF 6JtS-W'."'.'1
Q
E
a.
5' StJd
'" M1ten To r Pipe For Plpe6 1tf' And SMIllief'.
tJI FfJf' PI,. /Z.f' N1d lJIIver.
P.tIIIl1ert To r PIpe For Pl(M Iff' And s.ller.
ItI For PI,. 2.f' And U1Iyer.
TOP VIEW-SINGLE PIPE
!!
Concrete SIGb, ,. Or 51" Th/cI(,Ii in
R.'nfOlWd With "WF 6M6-WI.4XWI.'1
<::)
'<t"
If)
.....
C\J
Q
TOP VIEW -MUL TIPLE PIPE
Side DHdt 9rrJde}
---- - /)\Or""""
~
<::)
<::)
I
co
.....
I
.....
-4&1r
NOTE. S......t 6 for ddl/18 ilItd 1tOtN.
E
To 8ft IIltJIud<<J IJndtIr UttIt PrloI For IIltend E1td SeatloN
Pold For M Pipe
F (fit,
(j)
31:
-0
.....
I
-0.
QI
III
31:
SECTION
MITERED END SECTION
N.T.S.
MAlNlENANCE BERW TO BE 6-
STA8IUZED MAlERlAL
COMPACTED TO 95X MAX.
DENSITY PER AASHTO T -180
MOORED PROCTOR.
~ 4i);"~'If5~f
T-LII
9 ~t
io')
J- _H
11~J1,
POND
LaJ
Z
::J
~ 10' BERt.4
ll:
LaJ
2s
ll:
a.
10' BERM
2
\]1
VARIES
A SEASONAl HIGH WATER TABLE
~ (0.7' TO 1.4' BEl.OW GRADE)
~
TOP OF BERM-15.S'
TOE OF BERM.'S.0'
--
100 YR/24HR eEAK-&fA-eE-~. '
-25YR/24HR PEAK STAGE ~ ~3.7~ _ _ __
- - -- - - -.- - - - - -NWL-= 11.0'
3'
.". 1
.4(-4-%:
--
4/
---------- -------
MA TCH EXIST.
GRADE
ELEV.- 2.0'
NOTE: 1. SIDE SLOPES SHAll BE SODDED. SOD TO EXTEND O~ BERM AND BACK SIDES OF POND.
2. ANY FILL PLACED IN BERM ABOVE EXlST1NG GRADE TO BE COMPACTED TO 95" MAX. DENSITY.
&.& @ TYPICAL WET POND SECTION
5 N.T.S.
'~','
v 'Of Grate
~ ~Tr~l
~L · d~-~-l?
HALF SECTION CAST IRON GRA TES
GENERAL NOTES
J' . If'
I. TMse Infefs are SlJlfable for bicycle and pedesfrlan areas and are to be used In tl/1dtes.
medlO1'ls and other oreos subJecf to InfrllqlJenf fraffic loadlrtgS but are not to be ploced
In areas subJtlCt to any h<<Ny Wheel foods.
tlo
2. Inlets subject to mlnlmol debrIs should be constructed without slots. Where debrls Is a
problem Infets should be oonstrvcted wlfh slofs. Sfotted ""ets Iooated wlHtln roadway
clear zones and in areas ~sslble to pedestrians shall have traversable slots. The
tranrsable slot modlfloatlon Is not adaptable to Tnlet Type H. Slots may be CDn$frucfed
at either or both ends as shown on plans.
2r
:p
~
()
Q)
J. Sfesl grof.s are to be lJSed on all fnfets where blcycfe frofffc Is antfclpofed. Ste., grates
are fo be used on all 'nfets wIth fraverS(]bfe slots. EIther cast Iron or steel grafes /llClf be
used on Inlets wTthouf slofs where bicycle fraffle Is not OIItlelpated. EIther oa$f Iron or
steel grates may be used on all Inlets wTth non-traversable slofs. Subject to the selection
descr1t>ed abOve. when Anernate G grafe Is $peClffec1 In ffIe plans. elffler ffIe steel grafe,
hOf dIpped galvdnlZed after fabrloatlon. or the oast Iron grate Inf1Y be usec1. UI'Iless the .
pkJns sf1pulate the parilcvfar type.
PLAN
3'-f'
2'-0'
I-
TYPE C
Approx. Weight 235 1..b6.
CAST IRON GRA TE sf
M
~
_ t\I:..
~ ~3 't>
~ Ii ~
l:!!!
TYPE C
Slraighl Sors Z'x f
Reflcvline Bars I~ x-t
&1nds Ifxf
Approx. Wslghf fOO Lbs.
STEEL GRA TE
8"
8"
....
4>
--
.s
8"
'" ><
~~
~-
!!!
....
q:
7. Traversable slots constructed fn exlsf/fIg inlefs shalf ~ paId for as Infefs parilaf.
and shall include the cost for slot openirtgS. (XNing and any r~ired replocement grafts.
e:
~
Q
lQ
4>
~
~
8"(;:;
co
4. Reoo1llffl8nded maxflllJf1I pipe slles shown are for concrete pIpe. Pipe sfles Ior'J#lr than
fhose recommended INsf be checked for fit.
5. AIf exposec1 cor".,s and edl}es of concrete ore to be chamfered f.
8"
J'-~
Unless Olherwise
Shown On Pions
6. Pavement to be used on Inlets without slofs and Inlefs wlfh non' traversqbfe slots only
8" when called for in the Plans: but r~ired on all fravM"Sable slof inlets. Cost to be
Included in confracf un" prletJ for fnltJts. OJan",ftJs shewn are far Informotlon onfy.
8"
6' -(J'
Unless Otherwise
Shown On Plans
'6:l
#4 Bars ~
fZ' efrs.
SECTION
TYPE C
R~ IIoxl.. Pipe Sizer
~-CI' WalI-" Pipe
3'-' Wo11-g Pipe
NOTE: Alt. B Structure Bottom Only. See Detail No. 200
8. SoddlfIIJ to be usec1 on alf infefs nof Iooated In (XNed areas and paid for under oontracf
unit price for Sodding sr.
STRUCTURE BOTTOM FOR INLETS TYPE C
9. For supplementory details see Deto" No. 201.
P.D.O.T. TYPE C INLET
N.T.S.
BOTTOM OF
SKIMMER
4" THICK 3000 PSI CONe
3
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SECllON B-B
TOP OF SKIMMER 6" ABOVE DHWL.
BOTTOM OF SKIMMER 6" BELOW BLEEDER PIPE INV.
TOP OF BERM ELEV = 15.0
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CONSUL TINGENGINEERING, INC.
P.O~..BOX 5266
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.ORMOND~EA'CH, F~.3,2175
'(904) 672~3.069,
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W'ATER LINE INSTALLATION NOTES.
1. ALL W'ATER MAIN PIPE MUST
BEAR NSF SEAL OF APPROVAL AND BE
PRESSURE TESTED IN ACCORDANCE W'ITH
AW''YIA STANDARD C-600 AND BE DISINFECTED
IN ACCORDANCE 'YIITH A'YIW'A STANDARD
8c RULE 62-555.3~5 F,A,C"
A HORIZONTAL CLEARANCE OF 10' AND A
VERTICAL CLEARANCE OF 18' MUST BE
MAINTAINED BETW'EEN W'ATER 8c SE'w'ER
SERVICES. IF UNOBT AINABL~ ENCASE SE'YIER
PIPE IN CONCRETE,
~l "" ',:; '-', ~~.. '':
.3.37. 1.f'
FOUND 1 1/4" IRON PIPE(NO#)
16.81' SLY (ON L1NE)_____
@
5. 2' 'w' A TER MAIN SHALL BE
SCHEDULE ~O PVC.
2. SINGLE SERVICES SHALL BE 3/4' AND DOUBLE
SERVICES SHALL BE 1'. POL YETHYLENE TUBING
SHALL BE USEDI (BLUE IN COLOR), POL YBUTYLENE
SHALL NOT BE ALLO'YIED.
3, ST ANDARD GATE VALVES SHALL BE RESILIENT SEAT
GATE VALVES,
4. ALL W'ATER MAINS TO HAVE 36' COVER1 MINIMUM.
fDOTAeLE WELL FE~O~ANCE eFEce:
W-I. ~L.L. AN&:> fIIOTAIIL.. w.4T.~ t:>.L.I'w1!""'" ..,..,..., TO COI'r~ 1 TO
~... .TAN&:>,4I11C>. AN&:> ....CIflIc:.4TI~ IIIOfIl "NC:lN-c::cMI"'IUNITY
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W-2. 4' .t:>.... u.8L.L.' WIT'" C....INCII .. t:>~I'w1! ~.
w-s. MINIMUM eueTAINIIC> ~LL C>.Llva,...,... I"LOWs se a.,.....,
w-.. e.,.6TBM ~~TINCIo ~6eu.... o4e TO .e ".,
(INCL.UC>INCIo see QAL... ,.,..66U..- T.ANI<..>
w-.. U41LL TO B. A MINIMUM 0.- 21l1Hl> ".I!T fIIfltOM ...-TIC t:>~IN "IBLO.
W-.. ~L.C)fItINATIClN ..,..,..., TO .. L.IQUIO IN.JIICTIc::::lN ~.
w-, ALL ,.,,.ING ~ ,.,..66U..- TANK TO .B .....C>. o4e "VC
ANO MueT BBA~ ~ .BAL 0.- ,4~VAL..
w-. AL..L ec::"-:OUL.I! o4C) .-vc:: ,.I,.ING ....AL..L. .B ......au... TBeTIIO I
WIT'" .AUA.UA. .T ANC>,4NC> c:: - .1lIHl>.
v-, ALL SCHEDULE 40 PVC PIPING MUST BE DISINF'ECTED IN ACC~DANCE
WIT'" AUJW.A eTANC>,4NC> ~.., .. ...,L.B .2-......>>... I"A.c:.
w-Ie. A ~IZONTAL.. CL.I!,4~ 0.- I.' ANC> A ve..-rICAL.. CL.I!A~
"TWI!BN UJ.ATII~ .. ..~,. "~ICB.. 'I" '-NOIITAINA.LE. BNCAeII
V-ll IJELL SIW.L. IE DISINF'ECTED \lITH MINDUt SELUTIDN EF SS PPf'l CHLORINE SlJ.UT
TAKEN TVICE A DAY rOR TEN DAYS AND ALL SNPLES SHALL IE CLEM OF' Me
V-12 . Val DRILLER SHALL PROVIDE TfoE rUJUDA DEPARTMENT OF' foEAl. TH VITH A copy
VEU. CONSTRUCTIDt4. COPIES DF' TK LOG CDMPLETIDN REPORT VITH SAMPLE lAGS
CONSTRUCTION DRA'JING,
W-13 M ENGND MY ~ WATIIt aMUTY NW.YIIS WTD WHIQ4
A _,~TD MY . *III nit MIlIlltPlG ADDITJIINM. TIlEATMENT,
IUCH AI WATIIt SIIP'TENIG. ... IIDIJVM.. nc.
NOTE:
SITE PLAN AND SURVEY
PROVIDED BY PECHT-EVANS
ENGINEERINGJ INC.. 'WELL LOCATION
8c 'WATER DISTRIBUTION SYSTEM
OVERLAID ON THEIR SITE PLAN.
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EXECUTIVE PARK
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LOC.ATION
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EXECUTIVE P ARl(. INC
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PECHT-EVANS ENGINEERING1 INC'.
501 E. JACKSON ST. I
SUITE 202
ORLANDO, FL. 32801 I
407[872-1515 1
, 1
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DONALD W. MCINTOSH Assoc.1 INC.
2200 PARK AVENUE I
WINTER PARK, FL. 32789 I
407 644 - 4068 1
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LEGAL DESCRIPTION: I
THE WEST 2/5 OF THE EAST I
5/8 OF THE N 1/4 OF THE . I
SE 1/4 (LESS THE EAST 185 I
FEET) OF SECTION 4, TWP 218,
RNG 31 E, OF THE PUBLIC I
, RECORDS OF SEMINOLE, COUNTY,
I FLORIDA. J
, BEING SUBJECT TO ANY RIGHTS
FCMm 1/2" IRO~, POD I OF WAY, RESTRICTIONS AND 1
ArJG CAP #2T'4 -\\ , EASEMENTS()~ 'Q~r0'Rn..~ ~
\ r~tINE. ~tft:'~'i1t~t( 4-Ll-~1 1
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SKID MOUNTED MODEL J158-8TW
P~1fERED BY lDMJWmIN1 LDWQ50
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407 366 - 1022
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APPLICANT:
WINTER SPRINGS
1757 W. BROADWAY,
OVIEDO, FL. 32765
407 366 - 1022
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REVISED' 12/28/'99
REVISED 12./10/'99
REVISED 12/02/'99
REVISED' .11/12/'99
'SH EET .'2 5
OR.M~O\ND BEACH.. FL. 3.2.'. 7$:,
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400 GAL PRESSURE TANK BY DIXIE TANK CO.
TANK INTERIOR TO BE BLASTED TO NEAR WHIl[
Ie UNE WITH TNEMEC SERIES 20 EPOXY
DESIGNED FOR 75 psi WORKING PRESSURE.
FOR CLARITY 6' CHAIN LINK FENCE
NOT SHOWN ON THIS ELEVATION DRA'MNG
4- X 5/8- TANK CRADLE (BY MFG.)
PROVIDE 1/4- WELD ALL AROUND BETWEEN CRADEL AND I-BEAM
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1" SCHED. 40 PVC
NO THRUST BLOCKS ARE SHOWN AS MAX.
PRESSURE IS < 60 PSI.
20' OF 8" PIT CASING
GROUTED
UNIt-DOSE SERIES U14 ELECTRONIC METERING
!HEMICAL FEED PUMP
ENCLOSE CHEMICAL FEED
SYSTEM IN VANDAL PROOF ENCLOSURE.
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ESTIMATED STATIC
WATER LEVEL 9' TO 11' msl
A..
ESTIMATED DRAWDOWN. @ 35 GPM
IS 2'
40'
INSTALL 6' HIGH]
CHAIN LINK FENCE
WITH 3' GA TE WITH
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MODEL NO. 6214. MOUNT ON TOP OF TANK.
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BACKFLOW PREVENTER NOT
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R VI SED 1 2
'99
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WELL DETAILS
WINTER SPRINGS EXECUTIVEPA
\IV. A.CR OS.S'.~
CONSULTING' ENGlNEER1NG, INC.
P.O. BOX 5266.
- ,:,.',: -
SHEET 3.....
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ORMON,D 'BE',ACH; FL. 3217'S
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ENCASEMENT PIPE
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SECTION "A"-"A"
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'j CONCRETE V
PAD
2 SUPPORTS PER
LENGTH OF PIPE
BEFORE POURING
REMAINDER OF
ENCASEMENT.
L.. 20'-0' FOR 'WATER CROSSING -
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NOTE.
ALL CONCRETE SHALL BE
2,,500 PSI MINIMUM 28 DAYS
STRENGTH
...
,
ELEV A TION
*
W'HEN 18 /I VERTICAL SEPARA TION DrST ANCE
CANNOT BE MAINT AINED,
~ATER MAIN SHALL BE LOCATED ABOVE DR BELO~ ENCASEMENT AS
SHO~N ON PLANS DR DETERMINED IN THE FIEL~ USE ENCASEMENT
~HERE VERTICAL CLEARENCE BET~EEN ~ATER MAIN AND SE~ER IS
LESS THAN 18 INCHES} 8c ~HERE 10' HORIZONT AL SEPARA TION CAN'T BE MAINT AINEDI
SECTION A-A APPLIES TO PIPE CONCRETE ~
PIPE ENCASEMENT WHEN HORIZONTAL CLEARANCE
IS NOT MET.
/ ~/~/~/~7~7V7~7~ ~/~/~/~
~~~~~~~~~~~~
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FINISHED GRADE ~
N/~/~/~7~7~/~/if/~
~~~~~~~~~
~~~~~~~~
1\
-- 36' OF COVER MIN.
FOR ALL PIPE
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2(" SeRE). 40 PVC r-lf'L ~NCASED IN CONe '~J- TF
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1" WA TER
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STORM DRAINAGE PIPE
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CON CRETE
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THRUST BLOCK NOTES.
1. =~~~ ~~RE':s~r:\I~\tffiCAVATE
ALL l[lJS[ MATERIAL AND EXTEND THRUST BLOCK TD
lIGISTURIED MATERIAL.
2. ON TEES AND lENDS, EXTEND THRUST BLOCKS FlA..L LENGTH
IF FITTING.
3. IACKF'ILL SHALL CCltSI$T ENnREL Y or CLEAN SAND AND ROCK
FRAGMENTs, ANY tIJCI( ~TERED SHALL IE REPLACED
WITH ACCEPT AILE IACkf"ILL MATERIAL.
4 ALL THRUST IUJC1(S FOR PLUGS SHALL HAVE A BENT
· REINFtIRCING IAR CAST IN PLACE TD FACILITATE ctlCRETE REMOVAL.
S. PEL YETHYLENE ENCASDENT REQUIRED FOR ALL FITTINGS AT
THRUST kOCKS.
6. caNTRACTDR SHALL IE RES~SIIlE F1JR PRtPER APPLICATION
IF ANCItJRAGE SYSTEM TD PREVENT tCJVEMENT OF' PIPE
AND FITTINGS.
7. THRUST a.DCk!NG IS REQUIRED YHERE WATER MAINS ARE
TERMINATED AND AT AU. BENDS.
THRUST BLOCKS SIZES (MINIMUM)
PIPE: .. .., w _. D 11............. ,.. NC:IIIt
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TRENCH
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m. ALL LARGER DIAMETERS' use III. TLESS RESTRADED JDINTS tit MEGAL
... . . MIr .J1I.dJI._ [T _ _ NF. ... _;... _ .., -"".11. ....... .....
..
WINTER SPRINGS EXECUTIVE PARK
DETAIL SHEET'"... ..
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NOTES:
45-
1
TYPICAL SECTION
115
BLDG. UNE
1. PE TUBING SHALL BE 200 PSI, NSF APPROVED. $OR 9, MEEllNG
AS'N 01248 TUBING SHALL BE ENDOT ENDOPURE OR APPROVED EQUAL.
2. REDUCED PRESSURE BACKFLOW PREVENTERS ARE REQUIRED FOR
ALL COMMERCIAL SERVICES. TO BE INSTAll ED BY A CERllF1ED
TECHNICIAN AT O~ERS EXPENSE.
3. ALL SERVICE TAPS SHALL BE NO ClOSER THAN 2'-0. STAGGERED
INTERVAL OR WITHIN 2'-0. OF BELL OR SPIGOT ENDS.
4. IN AREAS TO BE PAVED PROVIDE A 2" MIN. PVC SCHEDULE 40
SLEEVE FOR PE TUBING. SLEEVE SHALL EXTEND A MIN. OF 2'
BEHIND BACK OF CURB AT EACH SIDE OF ROAD.
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VV.A. CROSS
CONSULTING ENGINEERING, INC.
P.o. BOX 5266
ORMOND BEACH, FL. 32175.
5 / 5 (904) 672-3069
'.
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CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
AGENDA
CITY OF WINTER SPRINGS
CITY COMMISSION
SPECIAL MEETING
MONDAY, APRIL 24, 2000 - 6:30 P.M.
(CONTINUATION OF THE REGULAR MEETING OF APRIL 10,2000)
CITY HALL - COMMISSION CHAMBERS
I. CALL TO ORDER
Roll Call
THE FOLLOWING IS THE CONTINUATION OF
THE LAST REGULAR MEETING, WHICH WAS
PARTIALLY HELD ON MONDAY, APRIL 10,
2000.
VI. REGULAR
C. Community Development Department - Code Enforcement Division
Requests The City Commission Consider The Request Of Mr. Walt Dittmer
For Satisfaction Of The Code Enforcement Lien Against His Property.
D. Police Department
Requesting The Commission To Give Approval To Purchase A Kustom
Signals, Speed Monitoring Awareness Radar Trailer, Known As A SMART
Radar Trailer.
E. Community Development Department - Land Development Division
Presents To The City Commission, For Their Action, The Planning And
Zoning Board Recommendation On The Final Engineering Plans As It
Relates To The Proposed Winter Springs Executive Park.
CITY OF WINTER SPRINGS
AGENDA
CITY COMMISSION
SPECIAL MEETING - APRIL 24. 2000
CONTINUATION OF THE REGULAR MEETING OF APRIL 10,2000
Page20f2
H. City Manager
Requests The City Commission To Consider An Amendment To The City
Code To Provide That A Minor Change To PUD Documents Would Be
Submitted To The City Commission For Approval.
(This Agenda Item Has Been Postponed To The Mav 8. 2000 Regular
Meeting).
VII. REPORTS
Reports Will Be Covered At The Conclusion Of The April 24, 2000 Regular
Meeting.
VIII. ADJOURNMENT
* PUBLIC NOTICE *
This is a public meeting, and the public is invited to attend.
This Agenda is subject to change.
Persons with disabilities needing assistance to participate in any of these proceedings should contact the City of Winter Springs. 48
hours in advance of the meeting at (407) 327-1800, per Section 286.26 Florida Statutes.
Persons are advised that if they decide to appeal any decisions made at these meetingslhearings they will need a record of the
proceedings and for such purpose, they may need to insure that a verbatim record of the proceedings is made which record includes
the testimony and evidence upon which the appeal is to be based per Section 286.0105 Florida Statutes.
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
SPECIAL MEETING
(THIS IS THE CONTINUATION OF THE APRIL 10,2000 REGULAR MEETING)
APRIL 24, 2000
I. CALL TO ORDER
The Special Meeting of April 24, 2000 of the City Commission was called to order by
Mayor Paul P. Partyka at 6:36 p.m. in the Commission Chambers of the Municipal
Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708).
ROLL CALL:
Mayor Paul P. Partyka, present
Deputy Mayor Cindy Gennell, present
Commissioner Robert S. Miller, absent
Commissioner Michael S. Blake, present
Commissioner Edward Martinez, Jr., present
Commissioner David W. McLeod, present
City Manager Ronald W. McLemore, absent
Public WorkslUtility Department Director, Kipton D. Lockcuff, P.E. present
City Attorney Anthony A. Garganese, present
.:..:. AGENDA NOTE: THE FOLLOWING IS THE CONTINUATION OF THE
LAST REGULAR MEETING, WHICH WAS PARTIALLY HELD ON MONDAY,
APRIL 10, 2000. .:. .:.
VI. REGULAR
C. Community Development Department - Code Enforcement Division
Requests The City Commission Consider The Request Of Mr. Wait Dittmer For
Satisfaction Of The Code Enforcement Lien Against His Property.
Ms. Jimette Cook, Code Enforcement Inspector addressed the Commission regarding the
timeline of this case; "The Board reached a decision of thirty-five (35) feet from the edge
of the property line, and wanted Mr. Dittmer's property to be mowed;" compliance; a
required inspection; and Liens. Ms. Cook stated "I informed Mr. Dittmer several times
that in order to release the fine, which had become a Lien on the property, it would have
to be mowed, in compliance and an inspection requested." Code Enforcement Officer
Cook explained that "The Code Enforcement Board doesn't have the authority to reduce
or satisfy a Lien - "A Lien runs in favor of the governing body," and that the property is
now in compliance to the satisfaction of the Code Enforcement Board.
r.
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
SPECIAL MEETING - APRIL 24, 2000
THIS IS THE CONTINUATION OF THE APRIL 10,2000 REGULAR MEETING
Page 2 of 5
Ms. Cook stated that the City was not seeking the full amount of the Lien; possible
problems with miscommunication; and that the Commission is being asked for their
guidance regarding a possible reduction or satisfaction of the Lien, ifit is so desired.
Discussion ensued on the current amount of the Lien. Ms. Cook stated, that "As of
March 25, 2000, when we inspected the property, it was $32,400.00, and it stopped
running on March 25th of this year." Further discussion followed regarding the costs
incurred by the City - which was estimated at approximately $50.00; correspondence
between both parties; compliance issues; and had the City checked on this matter.
Mr. Walt Dittmer, 1006 Shepard Road, Winter Springs. Florida: spoke of a "gross
misunderstanding;" his attempt to take care of the problem; compliance; the power
easement and berm; that he had not tried to "short-cut" the City; and the Lien.
Further discussion between Members of the Commission, Ms. Cook, and Mr. Dittmer
continued regarding miscommunication; easements; building a wall; deeding property to
"Wildwood;" what is the criteria for the mowing of (undeveloped) parcels of land within
the City; an "Order of the Code Enforcement Board;" letters sent to the City; what had
not been brought into compliance; other (undeveloped) parcels of land that are similar; .
different sizes of buffers; "firebreaks;" the fine; and notification.
Commissioner Michael S. Blake suggested that "The number I would have - would be
$100.00 per day, for twenty days - that would be $2,000.00, plus the cost of $50.00; so
the amount that I would recommend to the Board would be $2,050.00."
Further discussion ensued about this property being a possible fire hazard to the nearby
wood-framed structures; how the property had been mowed; including the area west of
the retention ponds; swales; and communication problems. Also discussed was that this
property was a possible threat to the neighbors; and methods of communication.
Commissioner Martinez stated, "Mr. Mayor - Point of order please. Is there a Motion on
the floor?"
COMMISSIONER McLEOD THEN STATED, "BASICALLY, MY MOTION IS
BASICALLY TO LEVY A $2,000.00 (DOLLAR) FINE AND ADDITIONAL $50.00
(DOLLARS) FOR THE FILING, AND THAT WOULD TAKE UP THE TIME
UPON WHICH THE INITIAL ORDER HAD BEEN FILED TO BASICALLY
WHEN MR. DITTMER ORIGINALLY RESPONDED AND THOUGHT HE WAS
IN COMPLIANCE." MOTION BY COMMISSIONER McLEOD. SECONDED
BY COMMISSIONER BLAKE. DISCUSSION.
r
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
SPECIAL MEETING - APRIL 24, 2000
THIS IS THE CONTINUATION OF THE APRIL 10.2000 REGULAR MEETING
Page 3 of 5
VOTE:
COMMISSIONER McLEOD: AYE
COMMISSIONER BLAKE: AYE
DEPUTY MAYOR GENNELL: AYE
COMMISSIONER MARTINEZ: NAY
MOTION CARRIED.
Attorney Garganese suggested "I would bring it back to the Code Enforcement Board to
reconsider and clarifying the Order, because if he does not come into compliance, then
fines could start accruing again. What this Board voted for tonight, was simply to offer
to satisfy the lien at $2,000.00, plus $50.00 cost. But, there is still the issue of clarifying
the Order, and assuring that he comes into compliance. That jurisdiction belongs to the
Code Board, so it needs to go back, for that purpose."
Ms. Cook stated, "And I can initiate that proceeding. So, we'll do that for the next Code
Board meeting, and Mr. Dittmer will be noticed, and what we'll do is ask for a new
Order." Code Enforcement Officer added, "We can't bring it as a violation, because he is
in compliance now, but we'll ask the Board to consider amending their Order, and that
way we can take into consideration the ditches, that are now dry, but that will be wet if
we have water."
Commissioner Edward Martinez, Jr. asked that based on the testimony heard here
tonight, that the City Manager "Instructs the Code Enforcement Department to go out
there and inspect all these properties, and see if they are in compliance with the Code or
not; and report back to the Code Enforcement Board; and also assist in making sure that
one of those fires doesn't take over here in the City and cause us a lot of destruction and
possibly health hazards."
D. Police Department
Requesting The Commission To Give Approval To Purchase A Kustom Signals,
Speed Monitoring Awareness Radar Trailer, Known As A SMART Radar Trailer.
Chief of Police Daniel J. Kerr addressed the Commission and asked that they approve
\.
this device "to assist us in slowing the traffic in the City. This device is not specifically
for enforcing traffic, but to slow traffic down." Chief Kerr explained that this device was
computerized; that a lot of man-hours can be saved with this device; staff could be
assigned; and vehicle counts can be shared with other departments and agencies.
Further discussion ensued on related purchasing; that this be designated "sole source";
using the County's equipment; whether this unit be used to issue citations; Police
Officers per capita; that this could be a very effective tool; that it would primarily be used
on an unmanned basis; and violations.
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
SPECIAL MEETING - APRIL 24, 2000
THIS IS THE CONTINUATION OF THE APRIL 10.2000 REGULAR MEETING
. Page4of5
"I WOULD LIKE TO MAKE A MOTION THAT WE APPROVE ITEM 'D' FOR
THE 'SMART' RADAR TRAILER, AT THE AMOUNT $15,055.00." MOTION
BY COMMISSIONER McLEOD. SECONDED BY COMMISSIONER
MARTINEZ. DISCUSSION. COMMISSIONER BLAKE STATED, "POINT OF
ORDER. DID THE COMMISSIONER MEAN TO MAKE THIS PART OF THE
MOTION - THE FACT THAT THIS A SOLE SOURCE ITEM AND DOESN'T
GO THROUGH A BID PROCESS." COMMISSIONER McLEOD STATED,
"YES. I DID MENTION THAT THE APPROVING OF ITEM 'D' WHICH DOES
GIVE US SINGLE SOURCE."
VOTE:
COMMISSIONER MARTINEZ: AYE
COMMISSIONER McLEOD: AYE
COMMISSIONER BLAKE: AYE
DEPUTY MAYOR GENNELL: AYE
MOTION CARRIED.
E. Community Development Department - Land Development Division
Presents To The City Commission, For Their Action, The Planning And Zoning
Board Recommendation On The Final Engineering Plans As It Relates To The
Proposed Winter Springs Executive Park.
Mr. Don LeBlanc, Land Development Coordinator explained the premise of this Agenda
Item, and mentioned that "The Planning and Zoning Board recommended that it be
approved, with the condition that the 'FDOT' permit be submitted to the City, prior to
pre-construction."
Tape I/Side 8
Discussion followed regarding whether "FEMA" should be involved with this; the
proximity of the septic tanks to the lake; that the County permits the septic tanks;
compliance with the "434 New Development" plan; compliance with our Arbor
Ordinance; and that "That's also in the area that was identified by the 'DEP' as being
archeologically and historically significant, and we need to have them do that
archeological survey." Regarding some surveys already done, Mr. LeBlanc stated that he
would check his records; and then stated, "If it had not been done as a stipulation to
approval, that an archeological survey be completed."
"I WILL MOVE TO APPROVE ITEM 'E' ON THE REGULAR AGENDA
SUBJECT TO THE PROVISION OF AN ARCHEOLOGICAL SURVEY - AND
THE 'FDOT' PERMIT, PRIOR TO PRE-CONSTRUCTION." MOTION BY
COMMISSIONER GENNELL. SECONDED BY COMMISSIONER BLAKE.
DISCUSSION.
f
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
SPECIAL MEETING - APRIL 24. 2000
THIS IS THE CONTINUA TION OF THE APRIL 10.2000 REGULAR MEETING
Page 5 of 5
VOTE:
COMMISSIONER BLAKE: AYE
COMMISSIONER MARTINEZ: NAY
DEPUTY MAYOR GENNELL: AYE
COMMISSIONER McLEOD: AYE
MOTION CARRIED.
H. City Manager
Requests The City Commission To Consider An Amendment To The City Code To
Provide That A Minor Change To PUD Documents Would Be Submitted To The
City Commission For Approval.
(This Agenda Item Has Been Postponed To The Mav 8. 2000Jkgular Meeting).
No action was required or taken.
VII. REPORTS
Reports Will Be Covered At The Conclusion Of The April 24, 2000 Regular Meeting.
VIII. ADJOURNMENT
Mayor Partyka adjourned the meeting at 7:42 p.m.
Respectfully Submitted By: Andrea Lorenzo-Luaces
City Clerk
NOTE: These minutes were approved at the May 8, 2000 City Commission Meeting.