HomeMy WebLinkAbout1998 10 12 Consent Item A
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COMISSION AGENDA'
ITEM A
Consent xx
Information
Public Hearin
Re ula r
MGR.<(.\,J.V\ /Dept. ~
Meeting
REQUEST: Community Development Department, Land Development Division, requests
Commission approval for the final engineering of Fox Glen - Phase II, Chelsea
Parc at Tuscawilla subdivision.
PURPOSE: The purpose of this Board item is to request Commission approval for the final
engineering of Fox Glen - Phase II, Chelsea Parc at Tuscawilla subdivision. This
phase will have forty one (41) lots and will complete the subdivision. The
subdivision is located south of Winter Springs Boulevard and east of Greenbriar
Lane.
APPLICABLE CODE:
Code Section 9-73. Form and contents of final development plan.
(a) The final development plan and plat shall conform substantially to the
approved preliminary plan as approved and shall include all conditional
requirements specified by the city commission on any conditional approval of the
preliminary plan. The subdivider may propose only a portion of the area of an
approved preliminary plan for final development should that be desired. Whenever
developing only a portion of an approved preliminary plan, that portion being
developed must be engineered so that section is not dependent upon further
development to ensure adequate' drainage, sewerage, water and other
improvements.
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
Date
CONSENT AGENDA ITEM A
Page 2
(2) Sanitary sewer.
(3) Drainage and stormwater management facilities including underdrains.
(4) Bulkheads.
(5) Excavation and fill.
,
(6) Sidewalks, bicycle paths, and bridle paths.
(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 (l) 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 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 United 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 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.
Date
CONSENT AGENDA ITEM A
Page 3
(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
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 of the previously approved design
plans including, but not limited to modification of street grades
and/or installation of additional underdrains, use of soil cement
base course, or other modifications.
(9) Lot grading. At the time final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review find 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 elevations on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company particpation.
(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 staff at the time of
processing the preliminary plan.
Section 9-74. Action on final development plan; expiration of approval.
(a) If the developer elects to request approval of a final development plan
separately and prior to approval to record the plat of that development, the City
commission may approve such final development plan if the plan is in substantial
conformity with the approved preliminary plan or a subsequently approved
preliminary plan or a subsequently approved modification to the preliminary plan.
The final development plan may be approved if it complies with all relevant
Date
CONSENT AGENDA ITEM A
Page 4
regulations included in this chapter. Approval of the plan shall be subject to
rulfillment of all conditions specified by the city staff and sanctioned 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.
Sec. 20-361. Time restrictions on approval.
(a) After the applicant has submitted a final development plan for all or a part of
the planned unit development within twelve (12) months of the date of the City
commission approval of any final development plan, the applicant, owner or
developer shall commence substantial development according to the final
development plan: For the purpose of this section, "substantial development" shall
be defined as follows:
(1) Where ten (10) acres or less is included within the final development
plan, one hundred (100) percent of all roads, utilities and drainage
facilities plus more than forty (40) percent of all buildings must be
completed.
(5) The final development plan approval shall be declared null and void if
substantial development, as specified above, has not begun within twelve
(12) months from the date of city commission approval of the final
development plan. A time extension of up to twelve (12) months may be
granted upon a showing of good cause, if requested by the applicant and
approved by the commission. The determination of good cause shall be
in the sole and absolute discretion of the city commission. If after an
extension of twelve (12) months hereunder, substantial development has
not been started, both the final and preliminary development plan shall be
automatically declared null and void. Provided, however, this shall not
effect the zoning classification of plat recorded hereunder. A final
development plan which has been declared null and void by the City
commission shall not fulfill the submittal requirements delineated in item
(l) of this section.
(b) These time restrictions have been established to promote the orderly and
progressive development ofPUD districts and to protect the public interest. In
accordance with this purpose and intent, the planning and zoning board may
recommend, and the city commission may approve variances from the definition of
October 12, 1998
CONSENT AGENDA ITEM A
Page 5
substantial development provided that such variance and reason for such requested
action are presented, approved and recorded at a public hearing before the City
Commission. (Note: The City, as a general rule, has not enforced the
requirement of percentage of buildings to be completed in a residential
development as long as the infrastructure is completed.)
CHRONOLOGY:
January 26, 1987 - Commission approved Preliminary EngineeringlFinal
Development Plan for Braewick Village in
Tuscawilla
April 27, 1992 - Commission approved a reduction of units
October 24, 1994 - Commission approved Final Engineering for Fox Glen
Phase 1
July 28, 1997 - Final Engineering first submitted for Fox Glen Phase 2
July 6, 1998 - Revised Final Engineering submitted
September 23, 1998 - Telephone contact with Fire Department, Police
Department, Building Department, and Community
Development Coordinator - no further comments
and recommend that final engineering be approved
FINDINGS: 1. The Final Engineering conforms substantially to the approved Preliminary
EngineeringlFinal Development Plan
2. The developer is requesting that the Final Engineering be approved prior to
the recordation of the plat.
3. The Utility Director, City Engineer and Land Development Coordinator
have reviewed the plans and recommend approval with the listed caveats.
CONCLUSION:
The Final Engineering, as presented, meets applicable code requirements.
October 12, 1998
CONSENT AGENDA ITEM A
Page 6
RECOMMENDA TION:
The Staff recommends that the Final Engineering for Fox Glen Phase II be
approved contingent upon the items listed in the Utility Director Memo, the
Land Development Coordinator Memo and the City Engineer Letter. The
developer is also responsible for any damage done to Greenbrair Lane or
Winter Springs Boulevard caused by construction activity.
ATTACHMENTS:
January 26, 1987
- Commission Meeting Minutes approving Final
Development Plan for the Project
April 27, 1992
- Commission Meeting Minutes approving reduction
in units
October 24, 1994
- Commission Meeting Minutes approving Final
Engineering for Fox Glen Phase I
September 23, 1998 - Utility Director Memo to Land Development Coordinator
(Item 2 has been addressed in Note 4 on Page 4 of
the engineering plans.)
October 2, 1998
- City Engineer Letter to John Herbert, P.E. (Item 1 has
been addressed. The lot line in question was on
Page 6 of the engineering plans.)
October 2, 1998
- Land Development Coordinator Memo for Record
- Final Engineering Plans
COMMISSION ACTION:
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REGULAR MEETING
CITY COMMISSION
CITY OF WINTER SPRINGS
JANUARY 26, 1987
The Regular Meeting of the City Commission of the City of Winter Springs, Florida,
was called to order by Mayor John V. Torcaso at 7:30 p.m.
Roll Call:
Mayor John V. Torcaso, present
Deputy Mayor William A. Jacobs, present
City Manager Richard Rozansky, present.
City Attorney Frank Kruppenbacher, present
Commissioners:
Cindy Kaehler, absent
Arthur Hoffmann, present
Philip A. Ku1bes, present
Martin Trencher, present
For the invocation Commissioner Martin Trencher asked for a moment of silent prayer
in memory of the Astronauts of Challenger 7. The Pledge of Allegiance to the flag
was led by City Manager Richard Rozansky.
Motion was made by Commissioner )acobs to approve the minutes of January 12, 1987.
Seconded by Commissioner Hoffmann. Discussion. Vote on the motion: Commissioner
Hoffmann, aye; Commissioner Ku1bes, aye; Commissioner Jacobs, aye; Commissioner
Trencher, aye; motion carried.
Public Input:
Mr. Allen Bernoni of Indian Ridge presented a petition to the Mayor requesting the
City to condemn Indian Ridge Units 73 through 84 located off San Rafael.
Web10s from Den 2, from Pack 843, were present as a requirement to move from
Cub Scouts to Boy Scouts to learn about local government and what they can do to become
responsible citizens.
Mr. Vi11i10 said Feb. 8th is Scout Week.
Planning & Zoning Board Recommendations of Jan. 14:
Request of Roger Lonsway to annex 1.17 acres on east side of Belle Ave. South of S.R.
434 (113.85 feet of Lot 8, Block B, Johnson's Poultry Farms).
Property is next to the Winter Springs Elementary School.
Motion was made by Commissioner Kulbes to read Ord. 366 by title only. Seconded by
Commissioner Jacobs. Discussion. Vote on the motion: Commissioner Ku1bes, aye;
Commissioner Jacobs, aye; Commissioner Trencher, aye; Commissioner Hoffmann, aye;
motion carried.
Attorney Kruppenbacher read Ord. No. 366 by title only on first reading.
Planning & Zoning Board Recommendations of Jan. 21:
Request of Coastal Equity and Development Corp. for approval of Final Development
Plan/Preliminary Engineering for Braewick Villages in Tuscawil1a (272 Townhouse
Units on south side of Winter S rin s Boulevard ust east of Howell Branch):
Mr. Wayne Ford of Coastal Equity was present to request approval. Also present were
Don Evans, The Evans Group, Architects, Leonard Cechowski of Phoenix Engineering,
engineer of record, and Ted Buckley, landscape architect. They gave a presentation
of the proposed project.
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Regular Meeting, City Commission, Jan. 26, 1987
Page 2
86-87- 7
Motion was made by Commissioner Trencher pursuant to Sec. 1.4-119 Land Development
Code that we grant a waiver for sidewalk requirements and have the developer in
lieu of that requirement, develop a series of pedestrian paths which meander
throughout the project and require that they be within a reasonable, ~ccessible
distance by all units without egress onto any private property. Seconded by
Commissioner Ku1bes. Discussion. Vote on the motion: Commissioner Jacobs, aye;
Commissioner Trencher, aye; Commissioner Hoffmann, aye; Commissioner Kulbes, aye;
motion carried.
Motion was made by Commissioner Trencher pursuant to Sec. 14-119 of the Land Development
Code that a waiver be granted on the proposed 50 foot right of way of the street to
include a 22 foot street with 8 inch curbs on both sides subject to final engineering
approval. Seconded by Commissioner Hoffmann. Discussion. Vote on the motion:
Commissioner Trencher, aye; Commissioner Hoffmann, aye; Commissioner Kulbes, aye;
Commissioner Jacobs, aye; motion carried.
Motion was made by Commissioner Trencher pursuant to Sec. 14-119 of the Land
Development Code pursuant to Sec. 44.85.4.4g on site development standards that we
grant a waiver requested by the developer for the following buildings and proposed
setbacks: CS-l, 35 feet; CS-2, 25 feet; CS-3,25 ft.; GS 10-20 Ft.; GS 11-15 ft.
Seconded by Commissioner Jacobs. Discussion. Vote on the motion: Commissioner
Trencher, aye; Commissioner Hoffmann, no; Commissioner Kulbes, no; Commissioner
Jacobs, aye; Mayor Torcaso, aye; motion carried.
Motion was made by Commissioner Trencher that we approve the preliminary engineering
for Braewich Villages subject to the waivers just granted by the Commission and
final engineering and approval by the City Engineer, and subject to the Engineer's
letters of January 19th and Januar~'23rd and Staff Review of January 12th. Seconded
by Commissioner Kulbes. Discussion. Vote on the motion: Commissioner Kulbes, aye;
Commissioner Jacobs, aye; Commissioner Trencher, aye; Commissioner Hoffmann, aye;
motion carried.
Final Engineering of Georgetowne Unit I (formerly Tuscora Villas) in Tuscawilla on
Northern Way opposite Trotwood Boulevard:
The City Planner, Jacqueline Koch, explained this was formerly Tuscora Villas and
was approved in preliminary form at the end of last year. The final engineering is
for the eastern" half of the project. The Developer and his engineer were present.
Motion was made by Commissioner Kulbes for approval of final engineering for
Georgetowne Unit I with the comments as provided by the City Engineer and to include
the waiver for the sidewalks. Seconded by Commissioner Jacobs. Discussion. Vote on
the motion: Commissioner Trencher, aye; Commissioner Hoffmann, aye; Commissioner
Kulbes, aye; Commissioner Jacobs, aye; motion carried.
Final Engineering of Winter Springs Commerce Center in Wildwood on south side of
Shepard Road just east of U.S. 17-92:
The City Planner, Jacqueline Koch, explained this was for approval of final
engineering of Phase I. Mr. Dittmer and his engineer were present. This was approved
as a change to the Wildwood Planned Unit Development to provide for a commerce center.
There was discussion of the outfall from the retention pond and that a maintenance
agreement should be established.
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Meeting, City Commission, April 27, 1992
Page 4
91-92-14
Braewick-Conceptual Plan of remainder of property by Quest Properties (potential
purchasers of property):
Don LeBlanc, Land Development Coordinator, presented the plan of Braewick that was
I
approved in January of 1987. There were 272 units approved and now they are asking
for 227 units.
Thomas Skelton, American Civil Engineering Company said there is going to be a
significant reduction in the number of units from what was originally approved.
There will also be a significant reduction in impervious area and open space will
be increased. The issue of the retention area has not been completely answered.
Mr. LeBlanc explained this is a conceptual plan only. This was brought before the
Commission before they expended monies on final engineering. The preliminary
engineering/final development plan that was approved in 1987 had received many
variances. Since that time the private roadways have gone to 50 ft. right of ways,
but there are 22 ft. right of ways there now. Also granted was a variance for 50 ft.
from the water's edge and no sidewalks.
Dave Clark, Quest Properties, said our intent is for the roadways and the Homeowners
Association and all of those things associated with the original development plan to
remain in tact. He said they would like to continue with the private road way
systems and because it is an unfinished development that was started, it would be
very difficult to mesh 50 ft. roadways with 22 ft. roadways.
Charles Princiotta, Braewick Street, said they have a maintenance system now that
takes care of the common grounds, and if this developer is going to put in backyards
who is going to care for the common grounds?
Mr. Skelton explained these are two different product lines and the backyards would
be the responsibility of the new owners. He said the biggest problems they face
are they going to be held to the 50 ft. wide easements and sidewalks.
Mr. LeBlanc explained the Staff is considering this a modification to the approved
preliminary plan/final development plan because this was scheduled to be built in
three phases and what was granted in 1987 was good for all three phases. He said
they did not want anyone to proceed without the Commission being aware of it.
Staff has no objection as long as they meet all the remainder of the code requirements.
Motion was made by Commissioner Torcaso to approve the preliminary conceptual plan.
Seconded by Commissioner Donnelly. Discussion. Attorney Kruppenbacher said for the
record, by the Commission's approval of the preliminary conceptual plan and their
subsequent reliance thereon and expenditures of money we will not be permitted at
the time that this project comes back for final approval to say they must put in
sidewalks and 50 ft. streets. Vote on the motion: Commissioner Jonas, aye;
Commissioner Langellotti, aye: Commissioner Donnelly, aye; Commissioner Torcaso, aye:
motion carried.
John Ferring, Baltic Lane, spoke about the Commission's action tq amend the plan and
asked if that was legal;
Sandy Darby, DCA representative, said when our plan is submitted to DCA, they will
review it and the Secretary of the Department will make a determination to find the,
plan in compliance or not in compliance. If it is not in compliance the City and DCA
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Regular Meeting City Commission
October 24, 1994
94-94-2
Page 3
Langellotti. Discussion. Vote on the motion: Commissioner Gennell: aye; Commissioner
Langellotti: aye; Commissioner Ferring: aye; Commissioner McLeod; aye; motion passes.
Fox Glen (Chelsea Pare Phase III) - Approval/Disapproval (property located at intersection of
Greenbriar Lane and Winter Springs Boulevard):
Donald LeBlanc, Land Management Specialist, stated that the Staff has reviewed this and has
recommended approval subject to the covenants and deed restrictions being reviewed by the City
Attorney. LeBlanc said as he stated in his memo, he highly recommends that the area where the
ponds are should be platted along with the plat because the plat that the developers are proposing
does not have this area included in the plat. LeBlanc also stated that he feels that there are another
40 lots to be put on the eastern edge of the property and with talking to Dave Clark, he thinks they
were under the impression that they will still be able to purchase some utility property. The Staff has
been adamant against selling utility property to a private developer and said that he believes the City
. Attorney has addressed this subject with the developer. LeBlanc stated that he didn't believe 40 lots
will be able to be put in that area and the excuse of the cost is not relevant to a project when it comes
to the protection of the City and the citizens that will be living there; as is stated to Mr. Clark in my
memo, the easement that is proposed did not even include the pond on the southern portion of the
property and I feel that it is a better project overall if that area to the east is included in the plat as
Tract "A" Common Area. Discussion. Commissioner Gennell question the Staffs approval of this
without sidewalks. LeBlanc stated that this was approved without sidewalks and was grandfathered
in when Quest Properties took the project over, and in your packet there is a copy of the minutes of
April 27, 1992 where this was approved and the City Attorney specifically brought up the fact that
this project had previously been approved without sidewalks and the streets not built to City
standards. LeBlanc read a portion of the minutes of April 27, 1992, where Attorney Kruppenbacher
explained to the Commission what they were approving. Discussion. Commissioner Langellotti
asked about buffering on Winter Springs Boulevard. Mr. Bowman, developer, stated that there is
a landscape easement there with a wall planned along Winter Springs Boulevard. Discussion.
Motion was made by Commissioner Ferring for approval of Fox Glen (Chelsea Parc Phase III) on the
presumption that they will comply with the Staffs requests regarding the drainage areas and
Homeowners Documents. Seconded by Commissioner Langellotti. Discussion. Vote on the motion:
Commissioner Langellotti: aye; Commissioner Ferring: aye; Commissioner McLeod: aye;
Commissioner Gennell: nay; motion passes.
Attorney Kruppenbacher emphasized for the Commission that this case really illustrates the
significance of carefully evaluating a project at the preliminary stage because there are certain
inabilities to modify between the preliminary and final. Attorney Kruppenbacher stated that the
preliminary lays out the broad terms, and we can give some very definitive waivers at the preliminary
stage and you can't undo those stages at the final stage. Attorney Kruppenbacher reiterated that at
the preliminary stage you need to be careful at that point because you can't get out of it. Discussion.
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CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708
Telephone (407) 327-1800
September 23, 1998
TO:
Don LeBlanc, Land Development Coordinator
Kipton Lockcuff, P.E., Utility Director /~
FROM:
RE:
Fox Glen Phase n Final Engineering
We have reviewed the final engineering for Fox Glen Phase II signed and sealed September 22, 1998
and have the following comments:
1. The control structure and piping may require a drainage easement on the plat in favor of the HOA
2. We anticipate the wetlands #2 area to be a source of complaints for future homeowners due to the
standing water. If filling in wetland #2 is not possible at this time, we would ask that the drainage
easement be relinquished so that it is possible in the future.
3. Water and sewer capacity has not been reserved for this project but it is available, Prior to DEP
water and sewer construction permits being issued, the prepaid portion of the capacity charges,
$18,450, will be due plus a guaranteed revenue charge of$10,496. The guaranteed revenue
charge will continue to accrue annually until the DEP certificate of completion is issued. The
$2,000 capacity charge for each lot will be due at the time of the building permit.
5. If requested, Any street signage required will be provided by the City at the Developer's expense.
6. Prior to the completion of the DEP water and sewer certifications and acceptance by the City, we
require one set of as-built mylars, two sets of prints, and a Bill of Sale containing a cost of
improvements and two year warranty. The infrastructure as-builts and plat should also be
provided in digital format.
We recommend approval of the final engineering for Fox Glen Phase II with the
aforementioned contingencies.
File
CITY OF WINTER-SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
October 2, 1998
John Herbert, P.E.
American Civil Engineering Co.
207 N. Moss Road
Suite 211
Winter Springs, FL 32708
RE: Fox Glen Phase 2 - Final Engineering Review
Plans Sealed October 1, 1998 and
Sheets 5,6 & 7, Sealed October 2, 1998.
Dear John:
The subject documents, and revised stormwater management report, were received on
October 1, 1998 and October 2, 1998. A review of these documents finds them to be in general
compliance with the Land Development Code.
I recommend the Final Engineering plans be fonv3rdcd to the City Commission for
approval, with the following conditions:
1. The northern lot line, for lot 160, needs to be corrected.
2. The City receives an easement document, that fully includes the proposed new pond boundary
on the golf course. A draft copy should be submitted to the City with legal description and
survey drawing, by October 9, 1998. A recorded copy, of the approved easement document,
will need to be submitted to the City prior to a pre-construction meeting for the approved site.
3. A St. Johns River Water Management District permit, for the proposed stormwater system,
must be submitted prior to a pre-construction meeting for the approved site.
If you have any questions, please give me a call at 327-1800 extension 315. You will need
to submit 16 complete, signed and sealed, sets of Final Engineering plans to Don LeBlanc.
/!!E;~J~<;R~~~~
City Engineer
cc:
MEMO FOR RECORD
October 2, 1998
From: Don LeBlanc, Land Development Coordinator
Re: Fox Glen Phase II, Final Engineering
I have reviewed the final engineering for Fox Glen Phase II and recommend approval contingent
upon the below listed items being satisfied:
1) Please ensure that the existing buildings on existing lots 62,63 and 64 of Fox Glen
Phase I are at least 50' from the mean high water line of the proposed pond to be located
to the south of the lots.
2) Proof of successful mitigation with St. Johns River Water Management District for
Wetland NO.1 and No, 2 must be furnished this office prior to construction. This
mitigation process will impact Lots 143 through 149, Lot 160 and the street to the west of
Wetland No, 1. Note: Mitigation is required to comply with the Comprehensive Plan
which states that a 25' vegetative buffer must be maintained between the wetlands and
development. See page 16 of the engineering plans for the areas to be mitigated.
3) Goal 2, Objective A) 3) b, of the Land Use Element, Volume 2 of the City's
Comprehensive Plan allows ".....Alteration of wetlands may be permitted, however
specific mitigation standards in accordance with policies of the St. Johns Water
Management District will be established to ensure no net loss of wetlands either by
functional value or extent. "
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UTILITY COMPANIES
SANITARY SEWER:
. WATER DISTRIBUTION:
ELECTRICAL POWER:
TELEPHONE:
FIRE/POLICE:
GARBAGE:
CITY OF WINTER SPRINGS
CITY OF WINTER SPRINGS
FLORIDA POWER CORPORATION
8ELLSOUTH
CITY OF WIN.TER SPRINGS
CITY OF WINTER SPRINGS
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PROJECT DIRECTORY
DEVELOPER/APPLICANT: CHELSEA PARC, INC.
730 LAKE CREST COVE, SUITE 8
AL TAMQNTE SPRINGS, FLORIDA 32701
80B ROBINSON
(407) 260-9653
AMERICAN CIVIL ENGINEERING CO.
207 N. MOSS ROAD, SUITE 211
WINTER SPRINGS, FLORIDA 32708
JOHN HERBERT. P.E.
(407) 327-7700
ENGINEER:
SURVEYOR:
ACCURIGHT SURVEYS OF ORLANDO, INC.
2012 E. ROBINSON ST.
ORLANDO, FLORIDA. 32803
FRANK RAYMOND, PLS
(407) 894-6314
ENVIRON. CONSUL T ANT: MORGAN ENVIRONMENTAL CONSUL liNG
740 FLORIDA CENTRAL PARKWAY. SUITE 2004
LONGWOOD. FLORIDA 32750
JIM MORGAN
(407) 260-0448
GEOTECHNICAL ENGR:
~ICINITY MAP I
PREPARED FOR:
CHELSEA PARC~ ~NCa,
J
.
.
ANDREYEV ENGINEERING. INC.
105 COASTUNE ROAD
SANFORD. FLORIDA 32771
MARTY SUlliVAN. E.I.
(407) 330- 7763
FOX GLEN - PHASE 2 CHELSEA PARC AT TUSCAWILLA
IS THE FINAL PHASE OF CHELSEA PARC AT TUSCAWILLA.
FOX GLEN PHASE 2 CONSISTS OF 41 RESIDENTIAL LOTS
WITH OFF-SITE DRAINAGE RETENTION PROVIDED IN A
PROPOSED WATER HAZARD ON TUSCAWILLA COUNTRY CLU8
11'TH FAIRWAY. THE RETENTION AREA WILL ALSO PROVIDE
DRAINAGE FOR THE 11 'TH F AIRWY A Y (SEE SHEET 7 OF 15).
FOX GLEN - PHASE 2
NO. OF LOTS 41
ZONING PUD
TOTAL AREA 6.50 ACRES
PERIVOUS AREA 2.61 ACRE
IMPERVIOUS AREA 3.89 ACRE
% IMPERVIOUS 59.8 %
MINIMUM BUilDING SETBACK FOR EACH LOT:
(UNLESS NOTED OTHERWISE ON SHEET 4.)
FRONT 20 FT.
REAR 20 FT.
INTERIOR SIDE 3 FT.
CORNER LOT SIDE 12 FT.
OC.~
JOHN'~: ~, PE
lie, NN~~~
DATE-
I: 1
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WINTER SPRINGS BLVD.
---
---
TO TUSCAWILLA RD.
----
---
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TO SR 426
~ FOX. GLEN PH.2
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-
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LOCATION MAP
SEC.7J3__TWP.21 s RGE.31 E
----- ---~
PERMIT STATUS
DATE
I SSU ED
DATE
EXPIRES
CITY OF WINTER SPRINGS
f-------
ST.JRWM0
F.O.E.P. POTABLE WATER DISTRIBUTION
F.D.E.P. WASTEWATER COLLECTION
----
--_.
---'-r---
---------- ----------
_.
f-------- _.____
~---~-a-------
-------- ------- r----~--_
-,-,
SHEET
INDEX OF SHEETS
D'ESCRIPTION
'.
t
1 COVER SHEET
2
~-
CONSTRUCTION NOTES
EJ,(ISTING CONDITIONS
MASTER DEVELOPMENT PLAN
MASTER UTilITIES PlAN
PAVING,GRADING & DRAINAGE PLAN
OFF-SITE RETENTION POND DETAILS
FOX GLEN COURT PLAN & PROFILE
BRAEWICK STREET PLAN & PROFILE
TYPICAL SECTIONS
DRAINAGE CONTRUCTION DETAILS
_.
STANDARD WATER & SEWER CONSTRUCTION DETAilS
DRAINAGE BASIN MAP
-----------1'
PLANS ISSUED FOR:
DATE
-.
~
AMERICAN CIVIL
ENGINEERING CO.
.~
207 N. MOSS ROAD. SUITE 211 WINTER SPRINGS. FLORIDA 32708
(407) 327 - 7700
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CONSTRUCTION NOTES GENERAL:
1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONS TRUC TlON AS DEPICTED
ON THE PLANS.
2. ALL PROPOSED SITE CONS TRUCTION SHALL BE PURSUANT TO INFORMATION
SHOWN ON THESE PLANS AS APPROVED 8Y THE CHY OF WINTER SPRINGS.
J. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLlCA8LE STATE, fEDERAL. AND
LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL 8E 08T AINED
OY THE CONTRACTOR A T THEIR EXPENSf: UNLESS PREVIOUSLY OOT AINED 8Y
THE OWNER. IT WILL 8E THE RESPONSlalU TY Of THE CONTRACTOR TO INSURE
THA T ALL REQUIRED PERWTS ARE OBT AfNED AND ARE IN HAND AT THE J08
SIfE PRIOR TO THE COM~ENCEMENT OF CONSTRUCTION. CONTRACTOR SHftLL
A81DE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (aUT NOT
NECESSARILY LIMITED TO) ARE: ~
- WATER MANAGEMENT DISTRICT STOHMWATER
- FOE? WATER DISTRI8UTlON .
.. FDEP SANH ARY SEWER COLLECTION AND TRANSMISSION
- CITY OF WINTER SPRINGS CONSTRUCTION PLAN APPROVAL
.;<
4. THE EXiST ANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NO T
GUARANTEED AND SHALL 8E INVESTIGATED AND VERifiED IN THE FIELD BY
THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES
NO RESPONSIBILITY fOR ACCURACY Of LOCATION OF EXISTING UTILITIES SHOWN
ON tHESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS
UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS
Of THESE UTILITIES WITH THE OWNER OF THE UTILITY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY
OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING
UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL COVER THE
ENTIRE COSTS Of REPAJR AND/OR REPLACEMENT OF SAID DAMAGES.
6. THE CONTRACTOR SHALL PROVIDE COMPLETE · AS-BUlL TS" INFORMA nON BY A
PROFESSIONAL LAND SURVEYOR (STATE OF FLORIDA) TO THE ENGINEER RELATIVE
TO THE LOCA liON OF ALL WATER LINES, WATER SERVICES SEWER LINES, SEWER
SERVICES, VALVES, STORM DRAINAGE PIPES , INVERTS OF STRUC TURES, FINAL
RETENTION AREAS, FIN~SH LOT GRADES AND CONSTRUCTION BENCH MARKS FOR
VERIFICA TION. THE" AS-BUlL T" RECORDS SHALL BE KEPT AT THE JOB SI TE AND
UPDATED AS THE PROJECT PROGRESSES
ONE (1) SET OF RECORD. DRAWINGS ARE TO BE PROVIDED TO THE ENGINEER.
7. ALL HORIZONTAL LAyour FOR SITE CONSTRUCTION SHALL 8E BASED ON THE
APPROVED PLAT.
8. THE CONTRACTOR SHALL HIRE A PROfESSIONAL TESTING LABORATORY AS
NECESSARY TO PERfORM ALL TESTS REQUIRED BY THIS CONS TRUCTION.
9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24
HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICA TED IN ITEM No. 8
ABOVE.
10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF
THE PROPOSED Sf ART OF' WORK IN ACCORDANCE WITH THEIR STANDARD
REQUIREUENTS; INCLUDING BUT NOT UWTED TO WATER, SEWER, POWER,
TELEPHONE, GAS AND CA8LE TV COMPANIES. THE CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF UNDERGROUND CONDUIlS PRIOR TO
SUBBASE PREPERATION. .
1 \. FLORIDA LAW (55,3.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN
PUBLIC OR PRIVATE STREETS. ALLEYS, RIGHT-OF'-WAY OR UTILITY EASEMENTS
WtTH HAND TOOLS OR POWER EQUIPMENT MUST fiRST 08T AIN INFORMATION
ON THE THE LOCATION Of' UNDERGROUND GAS PIPE LINES. THE CONTRACTOR
SHALL NOTIFY THE GAS UTility A' MINIMUM OF 48 HOUR AND A. MA.~IMUM OF
5 DAYS PRIOR TO EXCAVATION.
12.. ALL WORK SHALL SHALL 8E OPEN TO ANQ SUBJECT TO INSPECTION BY
AUTHORIZED PERSONNEL Of' THE CITY, COUN1Y, ST AlE, OWNER AND ENGINEER.
13. ANY PROPOSED fIELD CHANGES' WHICHsvaSTANllAlL Y DEVlA1E FROM THIS PLAN
SHALL aE APPROVED BY THE CtTY PRIOR TO THE CHANGE BEING MADE IN .
THE FIELD. " - '
14,.' UPON NOTICE FROM THE .CON1ACTOR THAT THECONS1RUCTION IS CO~JPLETE
ANO READY FOR ACCEPTANCE, THE ENGINEER SHAll MAKE FINAL INSPECTION
AND NOT1F.,{ THE CONTRACTO~ ANO OWNER Of' ALL INCOMPLETE AND/OR :
DEfECTIVE WORK. . THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE
SA TIS' A liON OF' THE (NGINEER AND OWNER. ALL REGULA TORY AND GOVERNMEN-
TAL. AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CON T ACTED
BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR
TO ACCEPTANCE 8Y THE OWNER.
15. THE CONTRCA TOR SHALL TAKE ALL NECESSAARNYDPSREC ALUTplORNOSTECTOT CAOlLN TAROJOL CDUST,
MUD. AND EROSION DURING CIONS1RUCTION HAL A ENT .
PROPERTIES AND ~IGHTS-Of -WAY FROM DAMAGE BY EROSION, SEDI~ENT AION
OR OTHER POTENTIAL CONSIRU.CTI0N RELAT(D CAUSES.
16. THE CONTijACTOR SHALL TAKE CARE DURING TTHE CON~!ORNUUC~lEONNT TDOISTAUVROlD
DISTURalNG ALL EXISTING SURVEY- MONU~EN S. ANY M. M, 8ED
BY tHE CONTRACTOR SHALL BE RESEr AT THE CONTRACtOR S EXPEN~E BY
THE PROJECT SURVEYOR.
17. ALL IMPROVE~EN1S SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN
SI,JBSt ANTJAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY
CONFliCTS "WHICH RESULT IN CHANGES TO THE ,PLANS SHALL aE BROUGHT TO
THE A TTENtlON O~ THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST-
. MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDINQ CHANCES AND
DEP1HS Of' 8ERMS AND SWALES MAY BE MADE WHH mE APPROVAL OF THE
ENCINEER AND THE CITY Of" WINTER SPRINGS CIlY ENGINE~R.
18. ALL' LOCAL, ST ATE AND fEDE~AL ORDINANCES. POLICIES ANO OR OTHER
R(GUlA lIONS REGARDING TEMPOR,ARY BARRICADE'), LlGHTSi SIGNALS. SIGNAGE.
ETC., SHAL~ BE THE RESPQNSl81L TY OF' THE CON1RAcro~. SAfE AND :
CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL, PARTS OF THE PROJECT
SHALL 8E MAINTAINED BY THE CONTRACTOR.
CONSTRUCTION NOTES WATER OlSTRIBUTION:
1. ALL WATER DISTRIOU nON SYSTEM 'RELATED ITEMS SHALL 8E CONSTRUCTED
IN ACCORDANCE WtTH THE CtTY OF WINTER SPRINGS UTILITIES REOUIREMENTS,
FLORIDA DEPT. Of ENVIIRONMENT AL PROTECTION, ANO HEALTH DEPT.
REQUIREMENTS. "
2. ALL MATERIALS fURNISHED BY THE CONTRACTOR UNDER THIS SECTION
SHALL 8E NEW, HIGH GRADE AND fREE FROM DEFECTS.
,3. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWNA C651
STANDARD PROCEDURES FOR DISINFECTING WATER ~A1NS. .
4. ALL PVC PIPE MUST BEAR THE NSF LOGO fOR POT ABLE WATER USE,
5. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH.
6. PRESSURE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM
PRESSURE PIPES AND APPURTENANCES SHALL BE PERFQRMED IN
CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARQS, POTABLE
WA TER TEST PRESSURES SHALL aE 150 PSI OR 1.5 TIMES WORKING PRESSURE;
DURA TION OF' THE PRESSUR~' TEST IS TO BE 24 HOURS.\
7. LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION SYSTE~
PRESSU~E PIPES AND APPURTENANCES SHALL Bt: PERfORMED IN
CONFORMANCE WITH CIlY. COUNTY AND FDEP STANDARDS. POT A8LE
WATER TEST PRESSUHES SHALL BE 150 PSI; DURATION OF THE PRESSURE TEST
IS TO BE 2 HOURS. TESTS TO 8E CONDUCTED PURSUANT TO AWNA C600 SPECifICATIONS.
8. ALL TESTS FOR FDEP CLEARANCE . SHALL BE PERFORMED BY
AN · APPROVEO', CERTifiED fOEP l.~OORTORY.
CONSTRUCTION NOTES SANITARY. SEWER SYSTEM:
. . . . ". - ,
1. All SEWER 'COLLECTION SYSTEM RELATEO HEMS SHALL BE CONSTRUCTED
IN ACCORDANCE WlTH ClTY stANDARPS.. THE FLORIDA DEPARTMENT
Of ENVIRONMENTAL PROTECTION, AND H~A~ TH DEPT. REQUIREMENTS.
2. If' UNSUITABLE MATERIAL IN THE VICINITY OF' SANIlARY SEW(RUNE ARt
FOUNO DURING CONSTRUCTiON. T~E.,~ONJRAcrOR SHALL NOTIFY THE
. ENGINEER WHO WilL DIRECT THE COl'jlRACJOA! TO REMOVE THE UNSUITABLE
MATERIAL ANO PREPARE THE TRENCH AND INSTALL THE SEWERUNES IN
· ACCOROANCE WITH ASTM 0-2321. I.~'.. .
J. ALL SEW!R MAINS SHALL HAVE A M1N1MUij OF :$ fEET OF COVER OVER
. . TH,E PIP!.. TO FINISH GR ADE. \:'
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CONSTRUCTION NOTES GRADING:
1. EXISTING TOPOGRAfY AND CONTOURS ARE 8ASED ON THE FOLLOWING:
SURVEYOR: ACCURIGHT SURVEYS OF ORLANDO, INC.
DRAWING No.: N/ A
DA TED: 3/25/97
. REVISION DATE: N/ A
2. GEOTECHNICAL SERVICES HA.VE BEEN PROVIDED AS REFERENCED BELOW. ANY
CONFLICT BElWEEN INFORMATION WITHIN THE PERORT AND THESE CONSTRUCTION
PLANS SHALL BE REPOR TED TO THE ENGINEER UPON DISCOVERY. THE
CONTRACTOR SHALL REVIEW THE 8ELOW REPORT PRIOR TO BIDDING.
CEOTCHNICAL ENGINEER: A~ERICAN TESTING LABORA TORIES,INC.
REPORT No.92.0328
. DATED: 6/29/92
]. EXISTING TREES. PLANTS AND SHRUBS WHICH' ARE MARKED OR DESIGNATED AS
PART OF THE LANDSCAPING SHALL BE CAREFULLY PRO TECTED DURING
CONSTRUCTION. WHERE TREES. PLANTS OR SHRUBS ARE ADJACENT TO THE
CONSTRUC TION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL
CONDI TIONS Of THE VEGE TAlON.
4. 'DURING CONSTRUCTION1 THE CONTRACTOR SHALL PROVIDE ADEQUA TE DRAINAGE
AND PROPER SOIL ERuS!ON CONTROL MEASURES. AS NECESSARY.
5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH
SECTION 110 OF FLORIDA. OEPART~ENT OF TRANSPORT AION STANDARD
SPECifiCATIONS FOR ROAD AND BRIDGE CONS TRUCTlON, LA TES T EDITION.
6. ALL' EXCAVATION AND E~8ANK~ENT SHALL BE PERFORMED IN ACCORDANCE
WlfH SECTION 120 Of' THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD
SPECIFICA nONS FOR ROAD AND BRIDGE CONSTRUCTION. LA TES T EDITION.
7. ALL fiLL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED
IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM
DEN~ITY PER A.A.S.H.T.O. r-180, AND BE CLEAN FILL.
8. ALL DIS TURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE
NOTED ON THESE PLANS. ALL GRASSING SHALL 8E PERFORMED IN ACCOR-
DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAION
SPECIFICATIONS FOR ROAD AND BRIDGE CONS TRUCTION, LA TES T EDI TION.
9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS. SODDING SHALL 8E
PERfORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.O. r. SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION, LA TEST EDI TlON.
10. THE CONTRACTOR SHALL NOT COMPACT, ST ft811llE, OR CONSTRUCT BASE
COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS,
11. FINISH fLOOR ELEVATIONS ARE TYPICALLY 6 INCHES A80VE DESIGN FINISHEO
GRADE AT OU TSIOE PERI~ETER OF BUILDINGS EXCEPT AT EN TRIES AND '..mERE
OTHERWiSE SHOWN ON THE GRADING PLAN.
12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS
(SLEEVES) UNDER pAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE
INSTALLATION.
13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE
~EASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DIS TURBlNG TO
SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING
DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WE TLANDS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH AlL PERMIT
CONDITIONS RELATED TO SIJCH MEASURES. METHODS ~AY INCLUDE BUT ARE
NOT UW TED TO, fLOATING SILf' BARRIERS. SEDlMAN T A TlON BASINS, SEDIMAN r
CHECK DAMS, SilT fENCESi HAY BAILS. THE MEASURES SHOWN ON THESE
" PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVI T AE THE CON-
TARCTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY ~EASURES NECESSARY
TO PROVIDE PRO fECT/ON rOR EROSION, SEDI~EN T A TION AND TURBIDI TY.
CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION:
1. EHOSION CONrROL PLAN - ANY MOOlflCA TIONS TO THIS PLAN MUST BE
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE
CONTRACTOR. THE ~ODIFICA liONS MUST BE APPROVED BY THE DEPT.
AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED
FOR SUCH MODIFlCA nONS OR APPROVALS.
2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-
SI TE OU TF ALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD-
UP OR TRANSPORT. OU TF ALLS SHALL BE PROTECTED THROUGH USE OF
ENVlRON~JENT AL CONTROL FEA TURES AS NECESSARY TO CONTAIN ANY SEDII-
MENT LOSS TO THE ~~MEDIA TE AREA OF THE PROJECT. ANY SEDIMENT
8UILDUP OR TRANSPOR T OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSI-
BILITY TO REMEDY. THE CONTRAC TOR SHALL USE APPROPRIATE FEATURES AS
DIRECTED BY THE PRo.JECT ENGINEER FOR OUTFALL PROTECTION.
J. SLOPE PROTECTION - ANY' DISTURBED OR REWORKED SLOPES .3: 1 OR
GREA TER SHALL BE ADEQUA TEL Y PROTECTED FROM EROSION THROUGH
THE USE OF TEMPORARY SODDING UNTIL PER~ANENTL Y ST ABllIlED
SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS
OR DURING IRAINF ALL EVENTS.
4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE 'NHEN A
RAJNF ALL EVEN T COULD ERODE A SLOPE AND TRANSPORT SEDiMENTS OFF-
SI TE. 8ALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS
INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING
BALES, THEN SEOI~EN TS SHOULD BE REYOVED, ANY DAMAGED OR INEF-
FEcTVE 8AL.ES ARE TO 8E REPLACED WITH NEW ONES. THE tOCA nON OF
HAY BALES INSTALLATION SHALL BE AS DIRECTED 8Y THE PROJECT ~ANAGER.
5. A. BACK OF' SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED
FRO~ SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND
OUTSIDE INL[T TOP SHALL NOT BE HIGHER'e THAN INLET TOP. HAY BALES
SHALL BE INIST ALLEO AROUND INLET TOP. A SECOND ROW OF BALES SHALL
BE PLACED AROUND INLE T APPROXIMA TEL Y 4 " OUTSIDE FIRST ROW. BE TWEEN
ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDI~~ENT BASIN.
COMPLETED IINLETS IN PAVED AR~AS SHALL ALSO BE PROTECTED WITH A SINGLE
LINE OF BAllES TO PREVENT SEDIMENT INTAKE fRO~ OTHER AREAS.
B. CURB IN TAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT
INT AKE UNTIL THE PROJEC T IS COMPLETE. A SILT FENCE (TYPE Ill) SHALL
BE PLACED AROUND THE PERI~ETER OF THE INLET OPENING IM~EDIA TEL Y
ADJACENT TO rHE EDGE Of THE INLET. ALL EXPOSED SLPtD MATERIAL ADJACENT
TO INLET SH ALL BE COVERED WI TH EROSION CONTROL MATTING WITH OUTER
LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES.
6. STOCKPILED WA TERIAlS - Tl~ls MATERIAL SHALL NOT BE LEFT IN EROSION
PRONE AREAS UNLESS PROTECTED 8Y COVER OR HAY BALES.
7. DAILY INSPEC'T10N - OF ALL EROSION CONTROL ~EASURES AND CONDITION
OF ADJACEN 1T PROPER TIES SHALL BE PERFORMED 8Y THE CONTRACTOR
REPRESENT A lTIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHALL BE
,NOTED AND (CORRECTED. OR AT THE DIRECTION OF THE ENGINEER OF RECORD.
CONSTRUCTION NOTES EROSION' & SEDIMENT A TION CONTROL:
1. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE
MEASURES TO INSURE AGAJNST POLLUTING, SILTING OR DISTURBING TO SUCH
AN EXTEN f AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING
DRAINAGE SYSTEM AND ADJACENT WATER 80DIES ANt) WETLANDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PER~lT
CONDITIONS RELATED TO SUCH MEASURES. MEfHODS MAY INCLUDE BUT ARE
NOT LIMITED TO, FLOA TltiG SIL T BARRIERS, SEDIMENT A TION 8ASINS. SEDIMENT
CHECK DAMS. SIL T FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE
PLANS SHALL BE CONSIDERED MINI~UM AND SHALL NOT DEVIATE THE
CONTRACTOR FROM THE RESPONSIBIL TY TO IMPLEMENT ANY MEASURES
NECESSARY TO PROVIDE PROTECTION FOR THE EROSION, SEDI~JENT A TlON
AND TURBIDI TY.
, LEGEND:
PROJECT BOUNDARY
lOT UNE
u__.u.____. SETBACK LINE
"-..A.-^..A. WATER SURF' ACE
. SANtT ARY UANHOlE
SANIT ARY SEWER UAlN
---.-SANIT ARY SEWER F'ORCO.IAlN
, ~STORU DRAlNACE PIPE
& CtJRa INLET
o STORU JtJNCTlQN SOX
Q] OUTFAll HEADWAlL
C RET. CONTROL STRUCllJRE
----e-----POTABlE WATER UAlN
_______t. Fl RE HYOR AN T
------.-.-WATER GATE VALVE
----. SINGLE WATER SERV1CE
._u t: DOUBlE WATER SERVICE
CONSTRUCTION SE~UENCE TO MINIMIZE EROSION AND SEDIMENT A TION A T STOR~-
WA TER DISCHARGE POINTS:
1. CONTRACTOR TO INSTALL FOOT TYPE III SILT FENCES AT SITE DISCHARGE POIN TS.
2. ' CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND
OUTF ALL PIPES AT INITIAL STAGES OF CONS TRUCTION.
J. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR
PAUSE (CON T1NUOUS OPERA liON) UNTIL PROPOSED GRADES ARE MET.
ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED
SOON AF TER GRADING IS COMPLE TED.
..
CONSTRUCTflON NOTES DRY POND & SWALE RETENTION AREAS:
,. THE CONTRAC:TOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL
SYSTEMS fOR CONFOR~JANCE WITH THE SITE CONSTRUCTIONS PLANS AND
FIELD CHANG/ES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO
BE CHECXEO AFlER RAINFALL EVENTS FOR EROSION PROBLE~S.
2. rHE CONTRAC:TOR SHALL REPAIR ALL EROSION AND SEDHJENT CONTROL
SYS TEMS AS REQUIRED FOR CONTINUED FUNCTION. RE-GRADE IF REQUIRED,
TO MAINTAIN DESIGN CONFIGURATION. ADO SOD AND SILT FENCES AS
REQUIRED TO, PREVENT SILTATION FRO~ EXITING THE SITE.
3. MOW RETNTIOtN AREAS REGlJLARL Y TO MAINTAIN WEEO AND OVERGROWTH
CON moL.
4. INSPECT RETEtNTlON AREAS PERIODlCALL Y FOR ACCU~ULA TION OF DEBRIS
AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETEN nON
AREAS AND C:ONVEYANCE SWALES.
5. INSPECT RETHNTION AREA BOTTOMS FOR DEPOSITS Of SAND AND/OR SILT
AND REMOVE.
6. PERCOLATiON IPERf'CRMANCE SHALL BE EVALUATED YEARLY fOR EACH DRY
RETENTION A~EA. fHE RETENTION AREAS SHALL PERCOLATE STORED WATER
WlTHIN 72 HO)URS Of THE END OF THE DESIGN RAINFALL EVENT. BOTTOM
MAINTENANCE SHAll BE PERfORMEO AS REQUIRED BY EXERCISING THE FOLLOWING
PROCEDURE:
A. REMOVE 4 TO 6 INCHES OF RETENTION AREA 80TTO~ MATERIAL AND
SCARIFY EXCAVA TED BOTTOM.
8. REPLACE EXCAVA lED MA TERrAL WITH CLEAN SAND MATERIAL TO
DES!GN GRADE AND SEED AND ~ULCH PER ORIGINAL DESIGN.
CONSTRUCTION NOTES DRAINAGE:
1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WI TH
ST. !'JOHNS RIVER W.M.D. AND CI1Y OF' WINTER SPRINGS PER~IT ISSUED FOR THIS PROJECT.
2. ALL DRAINAGE STRUCTURES SHALL 8E CONSTRUCTED IN ACCORDANCE WITH
F.D.O. r. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LA TEST EDITION.
;J; THE ABOVE F.O.O. T. CONSTRUCTION DETAILS ARE HEREBY INCORPORA1ED
THESE PLANS BY REFERENCE:
4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BE TWEEN CENTER-
L1N(S OF DRAINAGE STRUCTURES AND FROM INVERTS Of HEADWAlLS ANO
MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS
WHEN BIDDING MITERED END SEC TIONS.
5. ALL STORMWA1ER O~AINAGE PIPES SHALL BE REINFORCED CONCRETER
PIPE (ASTMC-76, CLASS III).
CONSTRUCTION NOTES PAVING:
1. ALL PAVE~ENT CONSTRUCTION SHALL BE INACCORDANCE WITH THE CITY
OF WIlNTER SPRINGS CONSTRUC1TlON .SPEClfICATIONS.
2. CONTRACTOR 1$ RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN
POSITIVEL Y. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOO TH
DRIVING SURf'ACE WHilE MAINTAINING POSITIVE DRAINAGE. CONTACT THE
ENGINEER PRIOR TO PAVING SO THA T RECO~MENDA TIONS CAN BE MADE.
CONSTRUCTIION NOTES OUST & NOISE:
1. THE CONTRAcrrOR SHALL TAKE NECESSARY MEASURES TO CONTROL OUST
DURING CONSHRUCTlON 8Y APPLICATION OF WATER BY WATER TRUCK
WHEN CONDITl(ONS WARRANT SUCH ACTION OR AS REQUESTED BY
THE .CITY CON~STRUC nON INSPECTOR.
2. THE CONTRAClTOR SHALL ~M1T NOISE TO ADJACENT RESIDENTIAL AREAS BY
RESTRICTING H~EAVY EQUIP~ENT HOURS OF OPERA TlON FROM 7:00AM TO
1:00PM, SIX (ffi)DAYS A WEEK.
PAVING SPECIFICATIONS
3.. SPECIFICATIONS FOR THE INTERNAL ROADWAYS ARE AS FOLLOWS:
SUB-BASE REQUIREMENTS:
THICKNESS ::ll 12" MINIMUM
A). COMPACTED ,TO 98% OF MAX. DENSITY AS DE TERMINED BY
AASHTO T "'180' MODIFIED PROC TOR; L8R::: 40
B). NOTE: SUB-BASE TO EXTEND 12" 8EYONG 8.0.C.
SEE SHEET 8 FOR GRAPHIC DETAILS.
I
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BASE REQUIREMENTS:
SOIL CEMENT THICKNESS :: 6" MINIMUM I
A). COMPACTED TO 98% OF MAX. DENSITY AS DETERWNED BY
AASHTO T-180 MODifiED PROCTOR
SURF ACE COURSE:
THICKNESS :2 1.0. WN1UU~
FOOT ASPHALT CONCRETE S-]
OLD POND BACKFILL NOTE:
A. ALL FilL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED
IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM
DENSITY PER A.A.S.H.T.O. T-180, AND BE CLEAN FILL.
"
CITY OF WINTER SPRINGS PAVEMENT TEST:
",
CONSTRUCTION SEQUENCE (GRADING/DRAINAGE ONLY):
A. THE CONTRAC TOR SH'ALL TAKE NECESSARY MEASURES TO MAINTAIN FLOW OF RUNOfF fROM
THE DEVELOPMENT TO THE ~XISITNG AND/OR PROPOSED RETENTION PONDS VIA TEMPORARY SWALES
AND/OR PIPE TO ENSURE ALL RUNOFF DISCHARGES TO A RETENTION AREA PRIOR TO DISCHARGING OFF -SITE.
8. THE CONTRACTOR SHALL GENERALLY FOLLOW THE CONSTRUCTION SEQUENCE BELOW:
,. THE 300 PSI AT oAy 7 8REAK TEST IS A fiELD BREAK FROM PILLS MOLDEO AT
AT THE TIME Of' PL}.CEMENT OF' THE SOIL CE~ENT AND IS NOT A PUG MILL BREAK
AND IS TO BE PERfORMED AS REQUIRED BY THE CITY OF WINTER SPRINGS.
", . "
1.
2.
3.
4.
5.
6.
INSTALL FOOT TYPE J SILT FENCE AS SHOWN ON SHEET 6.
EXCAVATE NEW POND AT THE GOLF COURSE. (SEE SHT. 7)
INSTALL NEW 15. RCP EaUllIZER PIPE BETWEEN POND A AND a,
EXCAVA TE A SWALE FROM EXIST. RET. AREA NO. 1 TO NEW RE r. POND AT GOLF COURESE. (SEE SHT. 6)
RE~OVE EXISTING CONTROL STRUCTURf: IN POND NO. 1 AND OUTFALL PIPE.
FlU: EXIST. RET. POND NO. 1 WITH CLEAN FILL ~ATERICAL FROM NEW GOLF COURSE REr. POND
AND/OR OTHER SOURCES.
FILL EXiST. RET. POND NO. 2 WITH CLEAN FilL MA TERICAl FROM NEW GOLf' COURSE RET. POND
AND/OR OTHER SOURCES.
8. INSTALL NEW STORM PIPES WITH INLETS AS SHOWN ON SHEET 6.
9. INSTALL NEW CONTROL STRUCTURES. '
10. COMPLETE SITE AND GOLF COURSE GRADING.
11. INSTALL ALL UNDERGROUND UTILITIES.
12. CONSTRUCT RIBBON CURBS.
1]. CONSTRUCT ROADWAY SUB-BASE. BASE AND PAVEMENT.
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FOX GLEN A T CHELSEA PAf-?C, rUSCAWILLA, LOTS 61 fHROUGH 119; PLA T BOOK 49, PAGES 78, 79,
80, 81 & 82, AS RECORDED IN THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
LE'CE'ND
88 - 80TTOU OF' 8ANK
Be - BACK OF CURB (TOP)
8U - 8ENCHUARK
8PC - 8URIEO POWCR CABl!
CALC - CALCUlA TEO
C&lI - CALCULA TCO 8l ME:ASURlO
.6 - CENTRAL ANGlC
CBW - CONCR!TE: 8LOCK WALL
CF - CONCRf TE: nULlE:
CHW - CONCRf TC HEAO WAll
CLF' - CHAIN LINK FENce
CU - CONCR!TC fJONUIJENT
CliP - CORRUGATEO UCTAL PIPe
co - CleAN OUT
CONe - CONeR! TC
COVO - COVCReo
CP - CONC1?!Tt PAO,
CW - CONCRETE W).LJ<WAY
04cU - OEEOIOESC & U!ASUR(O
OESC - DESCRIPTION .
m - DUL4PSTER
DW - DRIVEWAY
Ea - (lE:CTR/c).L OOX
Esur - CASE:UENT
f/P - EDGe OF PAVEUENT .
fFC - fINISHED flOOR nEVA TlON
fH - FIRE H'rVRANT
n - now LlNf
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~ - 'GAS U!TER
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INV - INVERT €LEVA TION
IP - IRON PIPf
IR - IRON ROO
L - ARC lENGTH
~ - LIGHT POle
U!AS - U!ASUREO
LfCS - UITCREO END SECTION
&AH - SAN'TARY AlANHOle
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~O - NAIL ~ DiSK
OH - 0 'i[RHANG
Ot. - ON lINE:
OPt. - OVERUfAO POWER liNe
PC - POINT OF' CURVA fUR!
PEP - PfR ENGINEERING PLANS
PI - POINT OF' INTERSCCTIQN
PCB - POINT OF 8eGINNING
POC - POINT Of COUUE:NCEME:NT
PP - POWER POlf
PS - PARKING SPACES
PT - POINT OF TANGENCY
P~ - PlAsnc PIPE
R - CUR\/( RADIUS
RCP - REINFORCE:D CONCR!T! PIP!
R/W - RIGHT OF WAY
SAN - SANITARY liNe
SN - SIGN
00.00 - SPOT nE:VA nON
-SO- - STORlJlDRAJN UNf
STUH - STORU UANHOlC
18 - TOP 0' BANK
TP - TRAFfIC POLE
-- - TRAffIC SJGN
TR - TfLEPHONC RISER
1S8 - TRAfFIC SIGNAL OOX
TV - CABtE TV RIS!R
TY? - TYPIC At.
UNTL - UNDE.RGROUND THCPHONE:
- W- - WA TER LINE:
WF' - WOOD fENC!
-0- - WA TER U!TER
... - WA TER VAL Vf'
~ - EN\J1RONLfENTAt. nAG
OA TE:
RE VISION
JVO J'fi-' .5-':
1. BEARING STRUCTURE BASED ON THE SOUTHERL Y R\W OF
WINTER SPRINGS BOULEVARD, 8EING: S75'10'48"E.
2. ELEVA nONS BASED ON $1 rE BENCHMARK # " BEING 21.09
FEf T, MSL. LOGA TED NOR TH RIM OF INLf r ON WIN fER SPRINGS
BOULEVARD, EAS T OF BRIDGE.
J. UNDERGROUND UTlL/TES ARE APPROXIMA TE AND NOT FIELD LOCA TED.
8/20/98
4 25 97
ADD 'EXISTING' TO RE r. PONDS
LOGA rE ENVIRONMEN r AL FLAGS & ADD TOPO fASTS! t
rOPOCRAPHIC SURVEY
SCALE: 1" .=: 60'
OA TE: 3/25/97
PREPARED FOR:
CF:
# SC45-82
APPRO VEO 8Y:
DRAWN BY: _~~
..
CHELSEA PARe, IH,C.
SHEET J OF 16
,
LE'CE'ND
,
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Be - SACK Of CUR8 (roP)
8U - 8EtJCHIJARJ<
8Pe - &UR/EO POWER CA8lE
CALC - CALCUU TED
CJcU - CALCULA TED !t UEASUREO
~ - CENTRAL ANGLE
CBVI - CONCRE TC BLOCK WALL
Cf - CONCR! TE FlU&AC
CUN - CONCR! TE HEAD WALL
CLf - CHAIN LINK FENCE
CU - CONCRETE UONUUENT
CUP - CORRUGA TED AiE r AL PIPE
CO - CLEAN our
CONe - CONCRCT!
cova - COVERED
CP - CONCRETE PAD
CW - CONeRiTe WALXWAY
~U - DEEO/DESC & UEASUREO
DES<: - DESCRIPTION
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rip - COOE or PAVEUENt
FFE - FlNiSHEO flOOR ClEVA T}()N
fH - F1RC HYDRANT
'L - flOW LINE
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c:r.a:> - GAS 14(1 ER
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.~ - HANO~AP PARKING
HeR - HANDICAP RAMP
INV - INVERT (lCVAT}()N
IP - IRON PIP!
IR - IRON ROO
t - ARC LENGTH
# - UGH T POLe
&AlAS - V(J.SURCO
UlS - WTERlO END SECTION
14N - ~ANITARY UANHOL(
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N<lO - NAIL &t DiSK
OH - OVERHANG
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OPl - OVERHEAD PO'N(R liNe
PC - POINT or ClJRVA TURE
PEP - PER ENGINEERINO PLANS
PI ... POINt Of INTfRSCCTlON
P08 - POINT Of 8CGINNING
Pee ... POINT Of COArlljCNCEMEN T
PP ... POWCR POLE'
ps - PARk/NO SPACES '
PT - PO/NT Of TANGENCY
PVC ... ptAsnc PIPC
R ... CURVE RAOiUS
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R/W - RIGHT Of WAY
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138 &- 139 ARE TO BE 30' lNOT 20'
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PHASE II FOX GLEN
DE'VE'LOPMENT SUMMARY
AREA:
NO. UNI TS:
NEW S TREE TS:
IMPERVIOUS AREA:
PERVIOUS AREA:
6.50 ACRES
4 1 LO TS
1,355 L.F.
3.89 AC
2.61 AC
NO TE:
1. REAR SETBACK FOR LOTS 137 AND 138 ARE TO BE 50' FROM
THE MEAN HIGH WA TER FROM POND "A" (30' REAR SETBACK)
2. REAR SETBACK FOR LO TS 143 TO 149 SHALL BE 25' AND NO
FUTURE DEVELOPMENT IN THE 25' SETBACK ( I.E., NO POOLS,
SHEDS ETC.)
3. PRIOR TO POND CONS TRUC TJON VERIFICATION OF 50' SE TBACK
FROM MEAN HIGH WA TER A T POND "A ".
4. EXISTING DRAINAGE EASEMENT EAST OF PROJECT TO BE RE-
LINQUISHED A T TIME OF PLA TTlNG.
5. STREET SIGNAGE REOUIRED BY THE CITY SHALL BE PROVIDED
BY THE CITY A T THE DEVELOPERS EXPENSE.
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SHEET: 4. OF: 1 6
LE"CEND
88 - f10 TTO LI OF 8ANK
8C - 8ACK or CUR8 (TOP)
8U - 8eNCHMARK
8PC - BURIEO POWER CABLE
CALC - CALCUlA TE.O
C&U - CALeULA TeD Jl UCASUReo
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e8W - CONCRETE 8LOCK WAll
CF - CONCRETE FlUlIE
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CU - CONCRCTC UONUlAENT
CUP - CORROOA no ut TAL PIPE
eo - CltAN OUT
CONe - CONCR(TE
COVO - COVERED
CP - CONCRETE PAD
CW - CONC~TC WALKWA Y
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IR - IRON ROO
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lACAS - lACASURED
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UH - SANITARY MANHOLC
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OH - O'vtRHANG
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OPL - OVERHtAD POWER LINE
PC - POINT OF CURVA TURE
PEP - PER ENGINCERING PLANS
PI - POINT OF INTERSECTION
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PI' - POWER POLE
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PI - POINT OF TANGENCY
pe-c - PlAS TIC PIPE
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LEGEND
88 - 80lTOU OF' 8ANK
Be - BACK or CURB (TOP)
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CALC - CALCUlA TED
CJcU - CALCULA TED Jt V(ASUREO
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caw - CONCRCTE BlOCK W~LL
cr - CON(RCTE FlUIAC
CMII - CONCRETE HtAO WALL
CLF - CHAIN LINK FENCe T
CAJ . - CONCRETe UONUIAEN
CUP - CORRUQA TED VErAI. PIPE
CO ... CLEAN OU 1
CONe .. CONCRE Tt
COVO ... COvtRfO
CP - CONCRETe PAD
, 8:41 : ~~%t~cW~L~1~UREO
QISC - OC~IfJPTJON
m - OOLfPST!R
OW .. ORIVlWAY
f8 ~ eleCTRICAL OOX
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w: : ~rff~E~ flOOR ElEVATION
FH - flRe HYDRANT.
n .. now LINE
FNO - fOUND
~(J.. .. G/tS LINt
<m> - GAS lAtTER
>-- - ~UY WIRe ANCHOR
-k - HANOICAP PARKIN(J
{J;': -- thCf8W1fE~~M~N
IP - IRON Pipe
III - IRON ROO
L ... ARC lEOOTH
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Lll,43 ... LlEASUREO
LI(' - &AlTEReD (NO SECTION
. WI ... SANITARY UANHOlE
Q - IJONITOR/NO WEU
- N~O - NAIL ~ OJSJ(
01# - OVERHANG
01. .. ON UNE
OPt. - oveRHeAD POW(RTU~~E
PC - POINT Of CURVA 10
PCP - PER fN(iINURtNO PLANS
PI - POINT Of INT(RSECTI9N
1'09 - POINT Of 8(GINNItV<)
POC .. POWT Of COJJLI(NCEAAENT
PP .... POWER POLE
PS - PARKINQ SPAC!~'li\Y
PT - POINT Of TANGI.IY'J
PVC -ptAsnc ~pe
R" ... C(J~\tt RAO/US
~p .. REINfORCED CONCRCTC PIPE
fI/W .. RIGHT Of WAY
:fAN ... SANITARY UNt
.. SIGN'
SN ~ SPOT EttVA noN
~,~ .. STCRIJ/ORAIN LiNE
$TUH -'STORY UANHOlE
Ta - Tel' OF SANK
TP "t TIUf11C PCt.E
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TR ...; TnCPHCNr RISER
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lW. ... TYPICAL .' Nt
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1 ALL SIDE SLOPES SHALL BE @ 1.50% MINIMUM.
. LOT SlOE SLOPE GRADES SHALL GOVERN OVER
PROPOSED GRAOE BOXES IF APPLICABLE.
ALL FILL SHALL BE CLEAN FINE DIRT (NO PEAT
2. MULCH, MUCK OR ORGANICS).
RETENTION POND "AI. TO BE MAINTAINED BY
3. TUSKAWILLA INVESTERS, INC. I
THE CITY OF' WINTER SPRINGS RESERVES THE
4. RIGHT TO PERFORM EMERGENCY MAINTENANCE
OF THE RETENTION PONDS & PIPE SYSTEMS.
SHEET 2 "CONSTRUCTION NOTES GRADING ITEM
5. SJ;. 6 FOR BACKFILLING SPECIFIATIONS OF THE
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20 FT. FRONT BUILD. SETBACK
"'"'111 . __~
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SLOPE AT 1.5% MIN.
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VARIES
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24' FT. TRACT A
,
SOD . -I. ~ VARIE~ FROM 24.5 TO 25.6
...........)---- NO WETLANDS
125.01 TYPE 3 SILT FENCE
~" 11
· r ~A T,GRADE
V VARIES FROM 24.4 TO 19.0
-
-
12'
12'
20 FT. FRONT BUILD. SETBACK
... .......
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.' --,-2.0%
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SLOPE AT 1.5% MIN.
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--- LOT SLOPE = 1,50%
--
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C-C
6-U MIN. STABILIZED SUBGRADE (LBR=75)
SECTION A-A
\J,) 00
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1"') '2 ~
:;;.:;y~
N.T.S.
~ ;
VARIES
PROP. LINE
~VARIES FROM, 24.5 TO 25.3
~ 25'
VEGETATIVE 8UFF1ER: WETLANDS
(SOD) v-- T '
.....- LOT SLOPE = 1.50% 125.01 l YPE 3 SILT FENCE
"(l't
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V VARIES FROM 22.0 TO 24.2
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--
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SECTION D-D
TRACT'8 - CONSERVATION TRACT
4
~
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II-
N. T.S.
... -
......
6'
SOD
v A~\e.$
SOD
5%(MIN.) 122.81
~ If
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SECTION B-B
.
REAR YARD LOTS 61-64 & 137 20.
.. ~ -
N. T.S.
DRAINAGE ~ 10' SOD
EASEMENT ~ -- ~ ..
, "-
MIN. LOT SLOPE
- = 1.5% 23.01
'/
L/~ I
10' MAINTENANCE BERM ~ ~V8.01
NWL==18.0
I '
115.01
r .
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SECTION E-E
(6.0 1
-'
N.T.S.
.
DAflC T 0 5,1998
~~\\.
JOHNr) ~K"'R~EfiT. m. P.E.
SY AVl 0 tlORIOA
REO. NO. 3~5Q5
,
SHEET: 1 0 OF: 1 6'
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~D CONCRETt: f4 ROO --10 I~_ -- o' SOO J
I" VAAI':S -r- E r ~
ROUND CONCRETE PIPE SECTION
NOTES:
1. PLACEMENT OF ENffiANCE BARRIERS SHALL
BE ACCORDING TO F.O.O.T. STANDARDS.
2. L!TTERS REf~R TO F.D.O. T. DESIGN
STANDARDS DIMENSIONS AND OUANTIllES
CHART ON INDEX NUMBER ,272.
CONCRETE MITERED END SECTIONS FOR
CORRUGATED METAL AND ROUND CONCRETE PIPE
..
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TOP VIEW
1/4- (rtP)
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r~"/
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-
BASE
.. ,
-
-
6- BASE
~ NON- TRAFFIC GRA TE COVER
~v '.
STD. CONC. RIBBON CURB
V//JI
~h4'rJ
14 ,.
+~
I _f~OP EL. 22.50
I
"r---6" PVC CAP
FINISH GRAOE------\ //
\ /
~II f== :,1 '-~--III==11 ~III==\ 11==11 I==f f 1-
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· , , - I / vY.'-'- I I I i I I' I I I' _ I I I I .
~ FLOW
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_i==UJ==LU- ::lJJ~=_J~--ill --ill, Hf' ~~ _m-rrtI ~ITIL
- --- -- ~-
aU PVC BLEED DOWN OUTFJALL CLEAN--OUT DEI AIL
-
_E~IR ELEV. ::: 21.30
18" RCP ---'"
-----------------
~----
----
------
'-f~ RCP INV. :::: 16.00
-f8 BOTTOM ~~~J.-~~~.__
FRON T VIEW
-
POND A
CONTROL STRUCTURE NO.
F.O.O. T. MODIFIED TYPE :c' INLET
1
TOP VIEW
~
8" PVC
CORE & INS r ALL 8" BLEED DOWN
PIPE @ INV. EL. 17.34
NON- TRAFFIC GRATE COVER
~ 8" PVC I
II 1:011 .~ ---=~
_JI X co I
/ ./" , ~ ~ EXIST, GRAfE TO BE REUSED
-
----- ~-- EXIST. 6" PVC U.D.
z.~~' WEIR LENGTH =, /
v/////~v///v//// // /' __~ /--- SAW CUT NEW --Z.'/r,p1 WEIR INTO EXIS T. STRUCTURE
Jr 1=1 lL, ~ &<0 I // WEIR OVERFLOW ELEV. == 21. 30
1 / S //
I ~. ' b ///
~~: /
I ;j) TOP OF SKIMMER EL. _23.00 .
/7 _t~STING TOP_ELEVATlON_ 22,5~~
, /
~.~r" WEIR LE~{;TH f~ CREST ELEV. 21.30
f--- _f}jBOTT.QM O!_~KIMMER EL21.70
~
"'-.
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR 'J
APPROV AL BY PROJECT AND CI TY ENGINEER PRIOR TO CONS TRUCTION.
==-
h
~
2.5" PVC SKIMMER (IN~ST ALL 2.5" TEE WITH
8" 80TTOM EXTENTlONI AND 3" TOP EXTENT\ON WITH CAP)
'. ~6"'.
fr
~
r~EPLACE EXIST. SKIMMER -~--~
2.5" CAP-
/'~ SOLID COVER 1
//
// -ttJ TOP EL. 19.20
8" PVC OUTFALL PIPE -..............
/
~-/~
M -
/'
--/~
-
a" PVC OU TF ALL PIPE
~-- EXIST. 1a" OUTFALL PIPE
_, _____ ~ _~.5" ORIFICE INV. ELEV. ::: 18.00
~ 18"
"---f~ PVC_ INV. ::: 18.00
-t~ BOTTOM EL. 16.00
--.............
\
.
00
(
~
-/~-
_E~TOM El. 18.72
_L___
SIDE VIEW
FRON T VIEW
2.5" PVC SKIMMER (INSTAtL2.5" TEE WITH
8" BOTTOM EXTENTION AND 311 TOP EXTENTION WITH CAP)
POND A
CONTROL STRUCr.URE NO. 3
F.O.O. T. MODIFIED TYPE: 'e' INLET
POND B
CONTROL STRUCTURE NO.2'
MODIFIED EXISTING CONTROL STRUCTURE
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LBS PER sa ~T SOIL J1ESlSLlNCE BURIN\,; (1 '500 1411'4 )
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3. BEO[7IN6, BIlt/K/ /... ~lN[ :'(),J.lPf'lC ,r/,)"" ~.. ,
SllllL L BE :.t55'PEC/F IFD Ei.. SEVIIEN[ ~.
IN THE 'TflNO/lffO 0f?ffJ./IN6S. ~
4 . 17L L f.-I. rN [IOIINO S SII11L L BF q[ JIO VI!' I
PR / /' I [) fJfl{'Kt:' /L , ~ .
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/I?IC 1 ION BE'rJ./[[\"tIE PiPE J./'I'lt L i
/ i
/ f'l/VL' IJ.I[ ,Tfll?USr ('LIL. qq. I, TO BE COMPLETED BY THE ENGINE~
t,-. OrS/6'N PII[SSI/flf : I~ p. s.~'. .. L____ _~
NO TE5.:
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Sff NOT( '~AS HfCJSSAA"(
SAHltARY SIWER MAIN~ - ,
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MINIMUM WATER MAIN/SANITARY, SEWER/FORCE MAU" CONFLICT NO'tESt'
1 .
A WATER MAIN SHOULD CROSS OVER CONFLICT PIPES WHENEVER
POSSIBLE, MAINTAINING 30 INCHES COVER_
2 .
WHEREVER A,WATER MAIN CROSSES UNDER A SEWER MAIN, OR CROSSES
OVER WITH LESS THAN 18 INCHES VERTICAL SEPARATION THEN
; J.l U C T I LEI RON PIP E S HAll. 8 E . USE D FOR BOT H PI P E FOR A D 1ST A Ii C E
Of 20 FEET CENT~RED ON CROSSING WITH NO JOINTS WITHIN 10
FEET "Of THE CROSS I fiG. ..~
, .
1 8 I N C H E SSE PAR A T ION S H 0 U L D B E M A I NT /. I NED 6 E T WEE " ALL PIP E S
(STORM, SEWER, WATER) WHENEVER POSSI3lE, 6 INCHES'THE
ABSOLUTE MINIMUM SEPARATION WITH DUCJ.ILE IRON PIPE" REQUIRED
FOR ANY SEPARATION LESS THAN 18 INCHES.
~~\t~~1
3.
.
4. ,MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND
~EWER MAINS AS A MIKIHUM. _
5. FORCE MAlt! CR:lSSIkG.WATE~ MA'IN SHAlL BE LAID TO PROVIDE
A ,MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN THE PIPES
WITH WATER MAIN CROSSING OVER FORCE MAIN.
':i
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Oc'r 0 t '1998
~ 0 'l\
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STANDARD DETAILS
GENERAL CONSTRUCTION DETAILS
DESIGNED BY.
DF1A\JN BY:
pnOJECJ NO: 93150
-.
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CHECKED BY: THS
APPF10VED BY: JJH
DA rE : 2/10/1994
SCALE:
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TIlE ENGINEE!? fINO flPPROVEO \ " .,~ ,.cL ... l r-,IIIN "i
BY rilE COUNIY L \ / . f U___J_
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[J E: S I G N t CJ t3(
JF~^'~N BY
C HE L 1<' E [= E3f THS
APPH '/~' ~.. f3 y
JJH
J~\ q~
2/10/1994
,- 1/;;' /VI N .
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OCT051998
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9235 SQ~ FT, WETLAND IMPACT
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1553 SQ. 'FT.
Q235 SQ. FT.
10, 788 SQ. ,FT.
0.248 ACRES
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