HomeMy WebLinkAbout2003 03 24 Regular B Villagio Development Plan and Final Engineering/Site Plan
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.' COMMISSION AGENDA
ITEM .B
Consent
Information
Pllblic HeariDl~
. X
Reeular
March 24.2003
Meeting
MGR. ~ /Dept. 90fJ-
REQUEST:
Community Development Department requesting Commission consider and approve a development
agreement and its associated final engineering/site plan for the SR 434 Retail development (a.k.a.
Villagio), located on a 9. 15-acre tract along the south side of SR 434, adjacent to and west of Stone
Gable.
PURPOSE:
The purpose of this Agenda Item is to request that the Commission approve a development agreement
and final engineering/site plan for the 50, 039 square foot SR 434 Retail project.
APPLICABLE LAW:
Secti?D 166.021, Florida Statutes.
(1) As provided in s. 2(b), Art. vrn of the State Constitution, municipalities shall have the government,
corporate, and proprietary powers to enable them to conduct municipal government, perform municipal
. functions, and render municipal services, and may exercise any power for municipal purposes, except
when expressly prohibited by law.
(2) "Municipal purpose" means any activity or power which may be exercised by the state or its political
subdivisions.
Chapter 5. Arbor.
Chapter 9. Land Development.
Chapter 20, Division 7. Neighborhood Commercial Districts.
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March 24, 2003
Regular Item B
Page 2 of4
Chapter 20, Article VI. SR 434 Corridor Vision Plan, Division 2. General Design Standards for
New Development Area
CONSIDERATIONS:
Landscape BufferinglWall/Trees:
Staff has addressed the pertinent issues set forth within this development agreement with both the
developer and with abutting residents. The City Arborist has met on-site with the development team to
determine which trees can realistically be preserVed. None ofthe trees in the interior ofthe site can be
saved, due to the volume of fill material that will be placed there. A number of trees along the east side
of the site can be saved and this document addresses ways to save those trees and provides the developer
monetary credit against the arbor fee for the cost of providing tree protection and buffering above and
beyond the requirements of the City Code.
The attached final engineering/site plan depicts 30 feet between the east property line and a substantial
portion of the proposed wall, in order to save as many trees as possible. A portion of the wall will be
pre-castldye-cast concrete(brick or stone facing), with the footing section of the wall located so as to
minimize disturbance to the root systems of the 61 trees to remain in that buffer area. It is imperative (to
save the trees) that the footings be located and installed where and how they will disturb as little root
structure as possible. These will be located in the field with the City Arborist present. The applicant
will receive a $20,000.00 arbor credit for using these methods to save the 61 trees in the eastern buffer.
During the entire process, staffhas continuously emphasized the need to extend the wall along the
southern side of the site, as far west as the upland side of the 25 foot wide wetland buffer. This is also
set forth in the development agreement. At the March 18, 2003, DRC, the design engineer stated that
the St. Johns River Water Management District (SJRWMD) is requiring that the wall not extend to the
wetland buffer. The development agreement will need to be modified to accommodate any such
adequately documented SJRWMD requirements. Without this documentation, the wall should be
extended to the upland side of the wetland buffer.
The City would take possession of the 0.2107 acre buffer area adjacent to the residential portion of Stone
Gable. Title is to be transferred to the City prior to issuance of any building permit for the SR 434 Retail
site. The applicant will receive a $15,000.00 arbor credit for conveying this property to the City.
To maximize the survivability of the existing trees along the northeast side of the site, abutting Stone
Gable tract "B," a sign and landscape tract, located north of the residential lots, staffhas requested the
applicant delete 3 parking spaces. Two spaces would benefit the 24 inch diameter oak tree (one on both
the north and south sides of the tree). The other space would benefit the 26 inch diameter oak tree
located near the northeast comer of the site. The applicant has also agreed to move a water line away
from the root area of the 24 inch diameter oak tree. The development agreement provides the applicant
$5,020.00 in tree credit for preserving these 2 trees.
Parking:
The site plan depicts 209 parking spaces. This appears in excess of code requirements for the proposed
mix of retail, office, and restaurant space. To save the 24 and 26 inch diameter oak trees along the
northeast boundary with Stone Gable, 3 parking spaces are being given up. The development agreement
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March 24, 2003
Regular Item B
Page 3 of 4
provides flexibility from the SR 434 New Development District parking regulations, specifically
regarding parking islands.
Access:
Site access is provided at the northwest comer ofthe site (right-in, right-out, and left-in) and
approximately in the middle of the site (right-in and right-out). The applicant will provide as much as an
additional 11 feet of SR 434 frontage for a deceleration lane into Stone Gable if either the City or the
FDOT request it within 7 years of the effective date of the development agreement.
Lighting:
The site lighting plan depicts off-site light spillage in the primary access entrance - to help ensure the
public safety. Staffhas asked that this be addressed in the development agreement, but that it also be
field-verified to avoid spillage into the drive lanes. Although the plan depicts lighting along the Stone
Gable side of the development to not spill off-site, it should also be field-verified to avoid any off-site
spillage there. Six light fixture types and 3 fixture heights are specified on sheet EOOO of the plans: 12
foot (7 quantity), 16 foot (5 quantity), and 25 foot (7 quantity).
FINDINGS:
1. The site has C-l zoning and a Commercial Future Land Use designation.
2. The development agreement is authorized pursuant to the Municipal Home Rule Powers Act, as
provided in s 2(b), Article vrn of the Florida Constitution and Chapter 166, Section 166.021, Florida
Statutes.
3. The development agreement and final engineering/site plan are consistent with the City's
Comprehensive Plan.
4. The development agreement is ready for approval, subject to the following minor modifications:
a. Off-Site Light Spillage - Allow off-site light spillage at the main site entrance, in order to
adequately light the sidewalk and site entrance. Field-verification will be required to ensure no
glare for motorists on SR 434) and
b. Wall Extension - The development agreement should accommodate any SJRWMD
requirements. Adequate documentation must be provided that the SRJR WMD will not allow the
wall to extend in some manner along the southern site boundary all the way to the upland side of
the 25 foot wide wetland buffer.
5. Prior to submitting for a construction permit and scheduling a pre-construction meeting, the
following must be provided and determined acceptable by staff:
a. The site plan will be amended to remove the 3 parking spaces (one near the 26 inch diameter
oak and one on both the north and south sides of the 24 inch diameter oak) along the northeast
side of the site and to move the water line far enough from the 24 inch diameter oak;
b. Revised hydraulic information on the revised site plan;
c. The landscape plan will be revised to delete wildflowers from the SR 434 median; and
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March 24, 2003
Regular Item B
Page 4 of 4
d. Capacity charges will be paid prior to issuance of any construction permit (flow estimates
must be provided prior to permitting for fee calculation).
e. The landscape plan shall include an adequate tree protection barrier detail consistent with the
provisions of Exhibit "D" to the attached development agreement.
6. The City will own and maintain the water loop up to the meters and also the sewer mains.
Easements will be provided in conjunction with the DEP certification of construction
completion. Prior to completion of the DEP water and sewer certifications and acceptance by the
City, the applicant's design team shall provide to the City one set of as-built mylars, electronic
as-builts, 2 sets of prints, and a bill of sale for the water and sewer system (containing cost of
improvements), and a 2-year warranty.
7. Any trees located in the SR 434 median that are disturbed or removed to accommodate the west-
bound left hand median cut will be relocated or replaced and maintained for a reasonable time
period by the applicant at the applicant's expense.
PLANNING AND ZONING RECOMMENDATION:
At its November 20, 2002, meeting, the City of Winter Springs Planning and Zoning Board voted to
recommend approval ofthe final engineering plans (an earlier iteration).
RECOMMENDATION:
Staff recommends that the City Commission approve the attached development agreement and final
engineering/site plan, subject to "Findings" number 4-7, above.
Staff recommends approval of the attached final engineering/site plan.
ATTACHMENTS:
Attachment A - Draft Development Agreement
Attachment B - Correspondence
Attachment C - P & Z Minutes
Attachment D- Revised Final Engineering/Site Plan
COMMISSION ACTION:
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ATTACHMENT A
THIS INSTRUMENT W AS PREPARED BY
AND SHOULD BE RETURNED TO:
Gregory D. Lee, Esquire
Lowndes, Drosdick, Doster, Kantor & Reed, P.A.
215 North Eola Drive
Post Office Box 2809
Orlando, FL 32802-2809
(407) 843-4600
PARCEL LD. NO.'S 26-20-30-5AR-ODOO-0080
26-20-30-5 AR-ODOO-009B
FOR RECORDING DEPARTMENT USE ONL Y
BINDING DEVELOPMENT AGREEMENT
THIS BINDING DEVELOPMENT AGREEMENT, made and executed this
day of March, 2003, by and between the CITY OF WINTER SPRINGS, a Florida municipal
corporation ("City") whose address is 1126 East S.R. 434, Winter Springs, FL 32708, and
McGABA, LLC., a Florida limited liability company ("McGaba"), whose address is 4986
Courtland Loop, Winter Springs, FL 32708.
WIT N E SSE T H:
WHEREAS, McGaba is constructing a shopping center development on real property
located within the City of Winter Springs, Florida; and
WHEREAS, pursuant to the approval of the City of Winter Springs City Commission on
March 24, 2003, McGaba desires to facilitate the orderly development of a shopping center (the
"Shopping Center") on the Subject Property (defined in Section 3 below) as depicted in the site
plan attached hereto as Exhibit "A" and incorporated hereiri by this reference (the "Site Plan"), in
compliance with the laws and regulations of the City; and
Draft 3!l7/03 4:30 p.m.
WHEREAS, the City Commission has recommended entering into a Binding
Development Agreement, ("Agreement"), with McGaba for the development of the Shopping
Center; and
WHEREAS, in addition to McGaba's compliance with all City Codes, permitting and
construction not in conflict herein, the City and McGaba desire to set forth the following special
terms and conditions.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
herein, the parties mutually agree as follows:
Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this
reference.
Section 2. Authority. This Agreement is entered into pursuant to the Florida Municipal
Home Rule Powers Act.
Section3. Subject Property. The real property ("Subject Property") which is the subject
to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "B"
attached hereto and made a part hereofby reference.
Section 4. Representations of McGaba. McGaba hereby represents and warrants to City
that McGaba has the power and authority to execute, deliver and perform the terms and
provisions of this Agreement and has taken all necessary action to authorize the execution,
delivery and performance of this Agreement. This Agreement will, when duly executed and
delivered by McGaba and recorded in the public records of Seminole County, Florida, constitute
a legal, valid and binding obligation enforceable against McGaba and the Subject Property in
accordance with the terms and conditions of this Agreement. McGaba represents it has
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2
voluntarily and willfully executed this Agreement for purposes of binding the Property to the
terms and conditions set forth in this Agreement.
Section? Obligations and Commitments. In consideration of the City and McGaba
entering into this Agreement, the City and McGaba voluntarily agree as follows:
(a) Buffer Wall and Buffer Area. In compliance with Section 20-469 Buffers and
Walls, Winter Springs Land Development Code, McGaba shall provide a 6' (measured from
grade level) concrete panel buffer wall containing a dye cast brick or stone facing east to the
Stone Gable Subdivision property to the reasonable satisfaction of the City (the "Wall"). The
Wall shall be constructed as soon as reasonably practical and prior any permanent vertical
construction for the Shopping Center. The City recognizes that prior to construction of the Wall,
McGaba must: (i) clear a sufficient amount of the Subject Property for the eastern portion of the
Shopping Center and the eastern and southern portion of the Service Driveway; (ii) install
utilities and storm sewer (and restore grading); and (iii) pour a portion of the concrete slab for the
Shopping Center in order to utilize a portion of the concrete slab for the Shopping Center as a
casting bed for pouring pre cast sections of the Wall. McGaba shall construct the Wall utilizing
construction techniques that will preserve a total of approximately 61 trees in the Buffer with a
total of 582" in diameter at breast height ("dbh") consisting of 44 oak trees with a total of 394"
dbh and 17 palm trees with a total of 188" dbh. In the event that any of the 61 trees described
above die or are damaged during the construction 'of the Shopping Center or for a period of 1,
year after the last_certificate of occupancy is issued for the Shopping Center, McGaba shall be
required to replace any dead or damaged trees with like or similar species of trees properly
approved by the City Forester. Such replacement shall be made according to the standard of 1
inch dbh total replacement for each 1 inch dbh of dead or damaged tree trees and shall occur
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3
within ninety (90) days of death or damage unless a greater replacement period is granted by the
City Forester for good cause. However, each replacement tree shall be a minimum of 4" dbh and
may be planted outside the Buffer on the Subject Property upon the City's prior approval.
McGaba shall not be required to place a wall in the area designated as a jurisdictional wetland by
the St. John's River Water Management District or the United States Army Corps of Engineers
(the "Wetland"). The Wall shall be located around the east and south sides of the Subject
Property and configured in a manner along the east side of the Subject Property (abutting the
Stone Gable Subdivision) that provides approximately a thirty (30) foot buffer area between the
Stone Gable Subdivision resident property lines and the service driveway that surrounds the
Shopping Center (the "Service Driveway") and meanders southward closer to the Stone Gable
Subdivision to accommodate the storm water pond and then westward to the eastern most
boundary of the 25 foot wetland buffer area in substantial conformity with the Site Plan (the
"Buffer"). The Wall, Wetland, Service Driveway and Buffer are depicted on the Site Plan.
(b) Tree Ordinance / Tree Replacement Assessment. Since McGaba originally
filed its Application for Preliminary and Final Site Plan Approval prior to the adoption of
Ordinance No. 2002-08 repealing Chapter 5, Winter Springs Land Development Code, regarding
tree protection and preservation, McGaba is vested to a limited extent to be regulated under
Chapter 5 of the Winter Springs Land Development Code as it existed prior to the adoption of
Ordinance 2002-08 (Chapter 5 prior to its repeal shall be referred to as the "Tree Ordinance").
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.~-'
Particularly, McGaba is only vested with respect to tree removal and replacement rights and tree
replacement assessments and credits as more specifically granted and set forth in the Site Plan
and this Agreement. McGaba acknowledges and agrees that no other vesting from Ordinance
2002-08 has been granted by the City. In the event that the approved Site Plan should ever be
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4
deemed to be abandoned pursuant to the City of Winter Springs Land Development Code, the
limited vested right involving the Tree Ordinance granted hereunder shall no longer be applicable
and any development on the Subject Property subsequent to such abandonment of the Site Plan
shall comply with Ordinance 2002-08 as amended from time to time. Pursuant to the Tree
Ordinance and in consideration of the trees on the Subject Property which shall be cut, removed
or destroyed in connection with the development of the Shopping Center, McGaba shall be
responsible for payment of the sum of ONE HUNDRED FOUR THOUSAND THREE
HUNDRED AND NO/IOO DOLLARS ($104,300.00) in fees to the City as a tree replacement
assessment (the "Tree Replacement Assessment") and NINE THOUSAND SEVEN HUNDRED
THIRTY AND NO/IOO DOLLARS ($9,730.00) in arbor permit fees (the "Arbor Permit Fees").
The City hereby agrees that McGaba may deduct from the Tree Replacement Assessment and
Arbor Permit Fees, certain tree replacement assessment and permit fee credits ("Credits") in the
amounts designated for and in consideration of certain items as set forth in Exhibit "C" attached
hereto and made a part hereof by reference.
(i) McGaba shall receive $20,000.00 in Credits for its additional costs and
expenditures associated with constructing the Wall utilizing special construction
methods designed to preserve trees in the Buffer. The City recognizes that such
construction techniques increase costs with respect to design, materials and
installation costs and the Credit described above in this subparagraph (i) reflect
the differences in such costs. Moreover, the placement of the Wall in this location
and utilizing these construction techniques will help preserve the east side of the
Subject Property in its natural state and save specimen and non-specimen trees;
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5
(ii) McGaba shall receive $15,000.00 in Credits fo.r co.nveying to' the City
that po.rtio.n o.f the Subject Pro.perty co.mprising the Buffer, which is
appro.ximately .2107 acres as depicted o.n the Site Plan. Such deed o.f co.nveyance
shall state the pro.perty is being co.nveyed fo.r co.nservatio.n purpo.ses to' allo.w fo.r a
permanent natural tree buffer between the Sho.pping Center and the Sto.ne Gable
Subdivisio.n. The deed shall be in a fo.rm deemed acceptable to' the City Atto.rney
prio.r to' reco.rding. Further, the Buffer property shall be free o.f all encumbrances, .
mo.rtgages, liens, and o.ther impediments to' free and clear title at the time o.f
co.nveyance to' the City. McGaba shall be respo.nsible fo.r maintaining the Wall
and the deed o.f co.nveyance fo.r the Buffer shall reserve a maintenance easement
providing access fo.r such purpo.ses. McGaba shall co.nvey the Buffer to' the City
prio.r to' the issuance o.f any building permit fro.m the City o.f Winter Springs fo.r
the co.nstructio.n o.f the Sho.pping Center.
(iii) McGaba shall receive $5,020.00 III Credits fo.r designing and
develo.ping the Sho.pping Center parking area and parking islands to' save two' (2)
o.ak specimen trees depicted o.n the Site Plan, which total 50" dbh. The City
hereby agrees to' allo.w McGaba flexibility regarding the relo.catio.n o.f so.me
parking islands in an effo.rt to' save said trees, pro.vided that such relo.catio.n is
acceptable to' the City staff and do.es no.t reduce the number and size o.f the parking
islands required by the City o.f Winter Springs Land Develo.pment Co.de.
(iv) McGaha shall receive $20,000.00 in Credits fo.r replacing 200 trees.
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6
(v) McGaba's net arbor obligations shall be $54,010.00 and shall be
payable to the City prior to issuance of the building permit for the shopping center
on the Subject Property.
( c) Stone Gable Deceleration Lane. If, within seven (7) years of the date
hereof, the City and/or Florida Department of Transportation ("FDOT") determines that a
deceleration lane on S.R. 434 is necessary to serve the Stone Gable Subdivision entrance in the
area east of both entrances to the Subject Property (depicted on the Site Plan), McGaba shall
provide a deed to the City conveying a portion of the Subject Property to the City or FDOT (only
for such purposes) within thirty (30) days of a written request (referencing this Agreement) by the
City or FDOT to do so subject to the restrictions set forth in this subparagraph (c). The area to be
conveyed (the "Deceleration Lane Area") shall be an area no greater than eleven (11) feet in
width and shall be located within the area to be used as a landscape buffer required by the City as
shown on the Site Plan. Furthermore, the conveyance of the Deceleration Lane Area by McGaba
to the City orFDOT shall not cause reconfiguration or relocation of either of the two (2) existing
entrances to the Subject Property or the Shopping Center parking area in. any manner. The
Deceleration Lane Area is depicted on the Site Plan attached hereto. In addition, the parties
hereby acknowledge that the conveyance of the Deceleration Lane Area may require re-Iocation
of the Shopping Center sign in proximity to that area. In such event, McGaba may remove and
relocate such sign within the tract (in accordance with the City of Winter Springs Land
Development Code) without modification of the Site Plan or other City processes or permits.
(d) Tree Protection Guidelines. McGaba and its construction contractor's shall
fully comply at all times with the Tree Protection Guidelines set forth in Exhibit "D" attached
hereto and made part hereof by reference.
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7
(e) Cross-Access Easements. In a form acceptable to the City Attorney, the
following cross-access easement shall be granted to the City for public use and/or to the adjacent
property owner in accordance with Section 20-472, Winter Springs Code, prior to the first
Certificate of Occupancy for the Subject Property:
(i) A vehicular and pedestrian cross-access easement, centered
approximately 170 feet south of the northwest corner of the Subject Property in a width
acceptable to the City engineer, but no greater than twenty-five (25) feet.
(f) Wetland Easements. Pursuant to the City of Winter Springs
Comprehensive Plan, Conservation Element, Policy 1.4.4, McGaba shall dedicate to the City a
conservation easement over all jurisdictional wetlands and wetland buffers depicted on the Site
Plan. Said easement shall be in a form deemed acceptable to the City Attorney and said
dedication shall occur prior to the issuance of a certificate of occupancy for the Subject Property.
(g) Drainage Easement. McGaba shall convey a drainage easement located at
the southeast corner of the Subject Property, south of the stormwater retention pond, prior to the
issuance of a certificate of occupancy for the Subject Property. Said easement shall be in a form
deemed acceptable to the City Attorney.
Section 6. Successors and Assigns. This Agreement shall automatically be binding upon
and shall inure to the benefit of the successors and assigns of each of the parties.
Section 7. Applicable Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida.
Section 8. Amendments. This Agreement shall not be modified or amended except by
written agreement duly executed by both parties hereto and approved by the City Commission.
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8
Section 9. Entire Agreement. This Agreement supersedes any other agreement, oral or
written, and contains the entire agreement between the City and McGaba as to the subject matter
hereof.
Section 10. Severability. If any provision of this Agreement shall be held to be invalid or
unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any
respect the validity or enforceability of the remainder of this Agreement.
Section 11; Effective Date. This Agreement shall become effective upon approval by the
City of Winter Springs City Commission and execution of this Agreement by both parties.
Section 12. Recordation. This Agreement shall be recorded in the public records of
Seminole County, Florida, and shall run with the land.
Section 13. Relationship of the Parties. The relationship of the parties to this Agreement
is contractual and McGaba is an independent contractor and not an agent of the City. Nothing
herein shall be deemed to create a joint venture or principal-agent relationship between the
parties, and neither party is authorized to, nor shall either party act toward third persons or the
public in any manner, which would indicate any such relationship with the other.
Section 14. Sovereign Immunity. Nothing contained in this Agreement shall be
construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida
Statutes, or any other limitation on the City's potential liability under state and federal law.
Section 15. City's Police Power. McGabaagrees and acknowledges that the City hereby
reserves all police powers granted to the City by law. In no way shall this Agreement be
construed as the City bargaining away or surrendering its police powers.
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9
Section 16. Interpretation. The parties hereby agree and acknowledge that they have both
participated equally in the drafting of this Agreement and no party shall be favored or disfavored
regarding the interpretation to this Agreement in the event of a dispute between the parties.
Section 17. Permits. The failure of this Agreement to address any particular City,
county, state, and federal permit, condition, term, or restriction shall not relieve McGaba or the
City of the necessity of complying with the law governing said permitting requirements,
conditions, term, or restriction.
Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract
and shall not in any way whatsoever create any rights on behalf of any third party.
Section 19. Specific Performance. Strict compliance shall be required with each and
every provision of this Agreement. The parties agree that failure to perform the obligations
provided by this Agreement shall result in irreparable damage and that specific performance of
these obligations may be obtained by suit in equity.
Section 20. Attorney's Fees. In connection with any arbitration or litigation arising out
of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and
costs through all appeals to the extent permitted by law.
Section 21. Development Permits. Nothing herein shall limit the City's authority to
grant or deny any development permit applications or requests subsequent to the effective date of
this Agreement. In addition, nothing herein shall be construed as granting or creating a vested
property right or interest in McGaba or on the Subject Property.
IN WITNESS WHEREOF the parties have hereunto set their hands and seal on the date
first above written.
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10
Signed, sealed and delivered in the
Presence ofthe following witnesses:
McGABA, LLC,
a Florida limited liability company
Printed Name of Witness
By:
Printed Name of Witness
SHIRLEY MACKERLY
Its President
CITY OF WINTER SPRINGS, a Florida
Municipal Corporation,
ATTEST:
By:
JOHN F. BUSH
Mayor
By:
ANDREA LORENZO-LUACES
City Clerk
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of
20_, by SHIRLEY MACKERLY, as President of McGABA, LLC, a Florida limited liability
company, who is personally known to me or who has produced
as identification.
(NOTARY SEAL)
Notary Public Signature
(Name typed, printed or stamped)
Notary Public, State of
Commission No.:
My Commission Expires:
Draft 3/17/03 4:30 p.m.
11
909349/80034/608171/7
EXHIBIT "B"
(SUBJECT PROPERTY LEGAL DESCRIPTION)
ii
EXHIBIT "e"
ARBOR OBLIGATION
This exhibit demonstrates the developer's arbor obligation as required in the Tree Ordinance.
Arbor Obligation
City
Conveyance
Clear Cut Obligation
Arbor Permit Fees
Replacement Requirements
9,730
1 04.300
TOTAL CLEAR CUT OBLIGATION
114.030
200 Tree Replacement Credits
20,000
30-Foot Buffer Credits
9,179-Sq. Ft. Property/Buffer Acquisition
15,000
Tree Preservation Construction Method
20.000
35,000
Specimen Tree Credits
2 Tree Preservations
Arbor Permits
5,000
20
5.020
TOTAL CREDITS
60.020
NET ARBOR OBLIGATION
54.010
909349/80034/608171/7
iii
EXHIBIT "D"
TREE PROTECTION GUIDELINES
1. Prior to construction or during site preparation, barricading suitable to the City's arborist
shall be erected and maintained around all trees to be preserved in order to establish a tree
protection area. All trees to be preserved shall be identified on-site by hannless marking
or banding.
2. Prior to construction, tree protection signs shall be posted and maintained at all tree
protection areas. The contractor shall make every effort to protect all existing trees to be
preserved during site preparation and construction. Placement of material, machinery,
utility lines, soil, hazardous liquids, or vehicles within the tree protection area shall be
strictly prohibited. Materials, wires, signs, or nails shall not be attached to any tree unless
such materials are needed to preserve the tree.
3. Unless another suitable technique is approved by the City's arborist, the tree protection
barriers shall be constructed as follows: Uprights - 4" x 4" lumber on eight-foot (8)
minimum centers; horizontals - the equivalent of one (1) course of 2" x 4" lumber.
4. Tree protection barriers shall remain in place until construction is fully completed and all
paving, construction, and heavy equipment is off the Subject Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts shall be
made through the grading and drainage plan to maintain the natural drainage to and from
such trees.
. 6. Any tree that may need to be moved for any reason during the construction process shall
be relocated only under the direction and written approval of the City's arborist.
7. Properly install and maintain siltration and sediment control barriers around trees.
8. Root and canopy pruning shall be required by a qualified ISA arborist. Any damaged
roots shall be clean cut and covered by clean fill.
9. McGaba shall abide by the reforestation standards set forth in the Tree Ordinance and the
terms set forth in subparagraph 5(a) of this Agreement.
909349/80034/608171/7
iv
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ATTACHMENT B
March 12, 2983
Mayor and City Commissioners
City Hall
11 26 E. S R 434
Winter Springs, FL 32788
RECEIVED
MAR 1 2 2003 .1
CITY OF WINTER SPRINGS .I
, Current Planning ...J
Re: SR 434 Retail Center al<a Uillaggio Plaza/ Stone Gable
,Honorable Mayor Bush and Commissioners Blal<e, Martinez,
McGinnis, McLeod and Miller:
Pursuant to the directiue by Mayor Bush and the time
eHtension granted by the City Commission, the Stone Gable
Property Owners Rssociation (SGPOR) leadership called a
meeting on March 6. We were informed that the purpose of
this meeting was to'conduct a uote regarding the anneKation
of the buffer area between Stone Gable and the proposed
Uillaggio site. RpproKimately twenty-fiue (25) Stone Gable
property owners attended the meeting. This eHceeded the
quorum (seuenteen-17) required to conduct business, but
was less than the two thir.~~Jnajority (thirty four-34)
requ,ired to anneK the buffer area. In fact~ approKimately
twenty (28) of the property owners in attendance signed the
petition opposing the anneKation and attended the meeting to
eHpress their opposition.
Rs you were aduised, both in writing and at the preuious
Commission meeting, we haue more than enough signatures
twenty two ( 22) , to mal<e it ihfeasible for the SGPOR to
approue anneHation. It is, howeuer, unfortunate that a uote
was not tal<en because it would haue shown ouerwhelmingly
that Mr. Kearney's position fauoring anneKation was not, and
is not, shared by the majority of his neighbors. We, in Stone
Gable, haue maintained a dichotomy of uiews throughout this
negotiation process and it will probably remain so long as Mr.
Kearney is the Rssociation President. We regret that one of
our residents wasted seueral weeks of the Commission's
ualuable time and delayed Ms. Mackerley's project again. We
are attempting to solue these internal problems and hope they
will not again cause delay in the approual process.
R list of the property owners who haue stated their
opposition in writing to the anneHation of the buffer property
will be auailable at the Commission meeting.
Sincerely,
6{~~,~~
Robert M. Keith
186 Stone Gable Circle
Winter Springs,
Florida 32788
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ATTACHMENT C
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
SPECIAL MEETING
NOVEMBER 20, 2002
I. CALL TO ORDER
The Planning And Zoning BoardILocal Planning Agency Special Meeting was called to
order Wednesday, November 20, 2002, at 7:00 p.m. by Chairman Bill Fernandez in the
Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434,
Winter Springs, Florida 32708).
Roll Call:
Chairman Bill Fernandez, present
Vice Chairman Tom Brown, present
Board Member Rosanne Karr, present
Board Member Joanne Krebs, absent
Board Member Sally McGinnis, absent
The Pledge of Allegiance was recited.
)
II. REGULAR
REGULAR
A. State Road 434 Retail Center Preliminary & Final Site Plan.
Ms. Tracy Crowe, Principal Planner, Land Design Innovations, 140 North Orlando
Avenue, Winter Park, Florida: presented a report and recommendations on behalf of City
Staff, and distributed a . letter from some Stone Gable residents which requests that an
eight foot (8') wall be constructed behind the four (4) residences abutting the State Road
434 Retail Center.
Mr. Hal Kantor, Attorney, Lowndes Drosdick Doster Kantor & Reed, 215 North Eola
Drive, Orlando, Florida: presented his presentation to the Board and spoke on behalf of
the Developer.
Chairman Fernandez opened the "Public Input" portion of the Meeting to the public.
Mr. Tom Kearney, 159 Stone Gable Circle, Winter Springs, Florida: President of the
Stone Gable Homeowner's Association, stated "We are notopposed to their center lane
cut, we are just opposed to them taking ours away". Mr. Kearney also stated concerns
with the thirty-foot (30') buffer, the' potential future expansion of the facility, and the
desire for no second story.
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CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
SPECIAL MEETING - NOVEMBER 20, 2002
PAGE 20F5
Tape I1Side B .
Discussion developed.
Chairman Fernandez stated, "This property lies within the New Development Overlay
District, is that correct?" Ms. Crowe stated, "Yes." Chairman Fernandez then said, "That
is the City Ordinance. In your 'Findings', when it says - number 7), 'Preliminary Site
Plan is consistent with the City Comprehensive Plan and City Code of Ordinances', does
that refer to the New Development District Overlay, 434 New Development District
Overlay?" Ms. Crowe stated, "Yes, sir." Chairman Fernandez inquired about ''Number
8), when it says 'The Final Engineering and Site Plan is consistent with the City
Comprehensive Plan and Code of Ordinances subject to the following conditions', does
that also reference the New District Overlay Zoning?" Ms. Crowe answered, "Yes sir."
Mr. Robert Johnston, 104 Stone Gable Circle, Winter Springs, Florida: discussed the
three (3) entranceway options for the Retail Center; requested a ''Brick wall instead of a
Masonry wall" be constructed behind the affected properties; and that the wall be
constructed "On the other side of the trees".
I
Brief discussion developed regarding the wall that will separate Stone Gable from the
Retail Center.
')
Mr. Robert Keith, 106 Stone Gable Circle, Winter Springs, Florida: advised the Board
that the Stone Hable residents "Have had a difference of opinion on the wall and the
trees" and stated in regards to the wall height, "I think we can live with six feet (6') - we
do not want a Variance on the issue of the wall."
Ms. Katherine Snodgrass, 112 Stone Gable Circle, Winter Springs, Florida: addressed
the Board and explained that her residence was built on Lot 7 and stated, "Iwant a wall, I
do not want a Variance issued" because of the lack oftrees behind her residence.
Ms. Maria. Vargas, 110 Stone Gable Circle, Winter Springs, Florida: did not verbally
address the Board, but Chairman Fernandez stated that Ms. Vargas was in favor of a
buffer wall.
Mr. Anthony Edwards, 100 Stone Gable Circle, Winter Springs, Florida: stated, "My
family - we would like to have a natural tree buffer and then a wall after that." When
asked for his preference on the Stone Gable entrance median cut, Mr. Edwards replied, "I
would like to - keep our median cut."
Ms. Kasey Edwards, 100 Stone Gable Circle, Winter Springs, Florida: addressed the
"Drop-off' in her backyard and questioned how a wall would provide privacy when it
would sit so low. Mr. Kantor replied, "We have to fill part ofthe land."
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CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
SPECIAL MEETING - NOVEMBER 20, 2002
PAGE 30F5
Mr. John Martin, 407 Flatwood Drive, Winter Springs, Florida: did not address the
Board.
Chairman Fernandez closed the "Public Input" portion of the Meeting to the public.
Tape 2/Side A
Mr. Kantor advised the Board that "I would ask [for] the approval of the project
consistent with the plans, consistent with the Staffs Recommendation, and consistent
with the DOT [Department of Transportation] approval." Chairman Fernandez asked Mr.
Kantor in regards to 8) a) of the Staff "Findings", "Do you agree to that on behalf of the
Developer?" Mr. Kantor stated, "If that is the standard City condition, we agree to it."
Under 8) b) regarding drainage easement, Chairman Fernandez inquired, "Developer have
any problems?" Mr. Kantor stated, ''No, we are aware of that. There is unapproved
drainage that crosses his property." Chairman Fernandez asked, "And you are going to go
along with an easement?" Mr. Kantor answered, "Yes."
)
Chairman Fernandez then asked, "Cross access on the west, cross access on the east, the
Developer is willing to go along with that?" Mr. Kantor said, "Yes sir, and it is not
shown on this drawing but we do show on the plan, a place that provides cross access on
the east. I do not know if we show it on the west."
In regards to dumpster pad enclosures and referencing .ordinance 2002-13, Chairman
Fernandez asked, "You are going to comply with that, and the plan shows at least fifty
foot (50') clearance?" Mr. Kantor said, "Yes, sir." "Signage consistent with - Section
20-470. and [Chapter] 16 of the City Code - the Developer has no problem?" Mr. Kantor
responded, "That is correct." ill regards to "Off-site light spillage not exceeding .5 -
candle power", Mr. Kantor stated, "We agree with that." Chainnan Fernandez read 8) h)
of the "Findings" and asked Mr. Kantor, "Does the Developer have any problems with
that?!' Mr. Kantor answered, ''No sir."
Regarding 8) i), addressing a six-foot (6') masonry wall that will be constructed across
the southern portion of the site, Mr. Kantor advised the Board, "We agree to that."
MOTION BY VICE CHAIRMAN BROWN. "I WOULD LIKE TO MAKE A
RECOMMENDATION, THE STAFF'S RECOMMENDATIONS INCLUDE THE
FINDINGS WHICH MR. FERNANDEZ DISCUSSED. I MAKE A MOTION
THAT WE RECOMMEND TO WE TAKE THE STAFF'S
RECOMMENDATION THAT PLANNING AND ZONING BOARD
RECOMMEND APPROVAL OF THE S.R. [STATE ROAD] 434 RETAIL
CENTER PRELIMINARY AND FINAL ENGINEERING SITE PLANS, TO THE
CITY COMMISSION SUBJECT TO THE CONDITIONS: 8) a) THROUGH i)
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CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
SPECIAL MEETING - NOVEMBER 20, 2002
PAGE 40F5
SET FORTH IN THE FINDINGS SECTION ABOVE; AND THAT THE
EXISITING DIRECTIONAL MEDIAN OPENING TO STONE GABLE REMAIN,
AND A NEW DIRECTIONAL MEDIAN OPENING BE CONSTRUCTED AT
THE WESTERN PROJECT'S ACCESS POINT." SECONDED BY BOARD
MEMBER KARR. DISCUSSION.
Mr. John Newbauer, 102 Stone Gable Circle, Winter Springs, Florida: spoke briefly
from the audience on this matter.
VOTE:
VICE CHAIRMAN BROWN: AYE
CHAIRMAN FERNANDEZ: AYE
BOARD MEMBER KARR: AYE
MOTION CARRIED.
Chairman Fernandez informed those in attendance that the Final Site Plan would be
presented to the City Commission on Monday, December 9,2002 for Final Approval.
III. FUTURE AGENDA ITEMS
I )
This Agenda Item was not discussed.
IV. REPORTS
No Reports were given.
V. ADJOURNMENT
MOTION BY.VICE CHAIRMAN BROWN. "I MAKE A MOTION THAT WE
ADJOURN." SECONDED BY BOARD MEMBER KARR. DISCUSSION. WITH
CONSENSUS OF THE BOARD, THE MOTION WAS APPROVED.
MOTION CARRIED.
Chairman Fernandez adjourned the Meeting at 8:49 p.m.
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DEC-04-02 WED 17:48 WM.W.FERNANDEZ.ATTORNEY 407 699 6877
12/64/2a82 18:39
11373274755
wINtER SPRNG5 BLDDPT
CllY OF WINU3RSPIUHOS
MJN\J1'ES
~~ZONINGJO~~GAmNCY
SPJlC!Al-MEBTlNO - NOVEM8~ 20.1001
rAoe 1OP5
RESPECTFULLY SUBMrlTED..
ROLLY N. PlBRSTORFF
ASSISTANT TO THB CITY CU!RK
),;.y.o~
~1I6t\cl ~1t9&~.oo Zonitla BOard. i<<d Plllll1Il1liA~8\112002 SPECtAJ-dQc
NOTE! Thece Minutu Wllra ~ at !be .2002 PWu\bIg And Zarlna ~81 PlwIinl}..gt.My Meetlna.
PAGE tl5
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ATTACHMENT D .
Final Engineering
Site Plan
(please see attached)
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OK 04839 PG l8%
a.JERK~ S .. 2Ql().]C>S9380
lUllJIED OS/28/1IJIJ3 08s58s53 .-
EmI!I)Ir8 FEES n- 50 .
I!ItDlJIit]) BY S 0' Kelley
THIS INSTRUMENT WAS PREPARED BY
AND SHOULD BE RETURNED TO:
Anthony A. Garganese, Esquire
Brown, Salzman, Weiss & Garganese, P.A.
Post Office Box 2873
Orlando, Florida 32802-2873
(407) 425-9566
PARCEL J.D. NO.'8 26-20-30-5AR-ODOO-0080
26-20-30-5AR -ODOO-009B
FOR RECORDING DEPARTMENT USE ONLY
BINDING DEVELOPMENT AGREEMENT
THIS BINDING DEVELOPMENT AGREEMENT, made and executed this _
day of March, 2003, by and between the CITY OF WINTER SPRINGS, a Florida municipal
corporation ("City") whose address is 1126 East S.R. 434, Winter Springs, FL 32708, arid
McGABA, LLC., a Florida limited liability company ("McGaba"), whose address is 4986
Courtland Loop, Winter Springs, FL 32708.
WIT N E SSE T H:
WHEREAS, McGaba is constructing a shopping center development on real property
located within the City of Winter Springs, Florida; and
WHEREAS, pursuant to the approval of the City of Winter Springs City Commission on
March 24, 2003, McGaba desires to facilitate the orderly development of a shopping center (the
, - .
"Shopping Center") on the Subject Property (defined in Section 3 :b~lo\\;f~s ,d~picte~in the) :~iiie;
;. i' . ..... . . . .- : 'r:\ (....il
plan, attached hereto, as Exhibit "A" and incorporated herein by this reference (the "Site Plan");,in
. . .. . '. i I
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compliance with the laws ,~nd regulations of the City; and
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Page 1 of 12
, ..
F U....E NUH 2003089.380
OR BOOK 048.3'3 PAGE 18'37
< ,
WHEREAS, the City Cpmmission has recommended entering into a Binding
Development Agreement, ("Agreement"), with McGaba for the development of the Shopping
Center; and
WHEREAS, in addition to McGaba's compliance with all City Codes, permitting and
construction not in conflict herein, the City and McGaba desire to set forth the following special
terms and conditions.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
herein, the parties mutually agree as follows:
Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this
reference.
Section 2. Authority. This Agreement is entered into pursuant to the Florida Municipal
Home Rule Powers Act.
Section 3. Subiect Property. The real property ("Subject Property") which is the subject
to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "B"
attached hereto and made a part hereof by reference.
Section 4. Representations of McGaba. McGaba hereby represents and warrants to City
that McGaba has the power and authority to execute, deliver and perform the terms and
provisions of this Agreement and has taken all necessary action to authorize the execution,
delivery and performance of this Agreement. This Agreement will, when duly executed and
delivered by McGaba and recorded in the public records of Seminole County, Florida, constitute a
accordance with the terms and conditions of this Agreement. McGaba represents it has
Page 2 of 12
I .
. .
FlUE NUM <2oo.3089.l8O
OR BOOK 4)4839 PAGE l898
voluntarily and willfully executed this Agreement for purposes of binding the Property to the
terms and condiiions set forth in this Agreement.
Section 5. Obligations and Commitments. In consideration of the City and McGaba
entering into this Agreement, the City and McGaba voluntarily agree as follows:
(a) Buffer Wall and Buffer Area. In compliance with Section 20-469 Buffers and
Walls, Winter Springs Land Development Code, McGaba shall provide a 6' (measured from grade
level) concrete panel buffer wall containing a dye cast brick or stone facing east to the Stone
Gable Subdivision property .to . the reasonable satisfaction of the City (the "W all "). The Wall shall
be constructed as soon as reasonably practical and prior any permanent vertical construction for
the Shopping Center. The City recognizes that prior to construction of the Wall, McGaba must:
(i) clear a sufficient amount of the Subject Property for the eastern portion of the Shopping
Center and the eastern and 'southern portion of the Service Driveway; (ii) install utilities and storm
sewer (and restore grading); and (iii) pour a portion of the concrete slab for the Shopping Center
in order to utilize a portion of the concrete slab for the Shopping Center as a casting bed for
pouring pre cast sections of the Wall. McGaba shall construct the Wall utilizing construction
techniques that will preserye a total of 61 trees in the Buffer .with a total of 582 II in diameter at
breast he~ght ("dbh") consisting of 44 oak trees with a total of 394" dbh and 17 palm trees with a
total of 188" dbh. In the event that any of the 61 trees described above die or are damaged during
the construction of the Shopping Center or for a period of 1 year after the last_certificate of
occupancy is issued for the Shopping Center, McGaba shall be required to replace any dead or
damaged trees with like or similar species of trees properly approved by the City Forester. Such
replacement shall be made according to the standard of 1 inch dbh total replacement for each 1
inch dbh of dead or damaged trees and shall occur within ninety (90) days of death or damage
Page 3 of 12
."
FILE-NUM 200.3089.380
OR BOOK 4)48.39 iP'A6lE l899
, .
unless a greater replacemerit penod is granted by the City Forester for good cause. However,
each replacement tree shall be a minimum of 4" dbh and may be planted out~ide the Buffer on the
Subject Property upon the City's prior approval. McGaba shall not be required to place a.wall in
the area designated as a jurisdictional wetland by the St. John's River Water Management District
or the United States Army Corps of Engineers (the "Wetland"). .The Wall shall be located around
the east and south sides of the Subject Property and configured in a manner along the east side of
the Subject Property (abutting the Stone Gable Subdivision) that provides approximately a thirty
(30) foot buffer area between the Stone Gable Subdivision resident property lines and the service
driveway that surrounds the Shopping Center (the "Service Driveway") and meanders southward
closer to the Stone Gable Subdivision to accommodate the storm water pond and then westward
to the eastern most boundary of the 25 foot wetland buffer area in substantial conformity with the
Site Plan (the "Buffer"). The Wall, Wetland, Service Driveway and Buffer are depicted on the
Site Plan.
(b) Tree. Ordinance / Tree Replacement Assessment. Since McGaba originally
filed its Application for Preliminary and Final Site Plan Approval prior to the adoption of
Ordinance No. 2002-08 repealing Chapter 5, Winter Springs Land Development Code, regarding
tree protection and preservation, McGaba is vested to a limited extent to be regulated under
Chapter 5 of the Winter Springs Land Development Code as it existed prior to the adoption of
Ordinance 2002-08 (Chapter 5 prior to its repeal shall be referred to as the "Tree Ordinance").
Particularly, McGaba is only vested with respect to tree removal and replacement rights ~d tree
replacement assessments and credits as more specifically granted and set forth in the Site Plan arid
this Agreement. McGaba acknowledges and agrees that no other vesting from Ordinance 2002-
08 has been granted by the City. In the event that the approved Site Plan should ever be deemed
Page 4 of 12
, .
,FILE NUM 2003089380
OR BOOK 04839 PAGE l ~
to be abandoned pursuant to the' City of Winter Springs Land Development Code, the limited
vested right involving the Tree Ordinance granted hereunder shall no longer be applicable and any
development on the Subject Property subsequent to such abandonment of the Site Plan shall
comply with Ordinance 2002-08 as amended from time to time. Pursuant to the Tree Ordinance
and in considera'tion of the trees on the -Subject Property which shall be cut, removed or destroyed
in connection with the development of the Shopping Center, McGaba shall be responsible for
payment of the sum of ONE HUNDRED FOUR THOUSAND THREE HUNDRED AND
NO/I 00 DOLLARS ($104,300.00) in fees to the City as a tree replacement assessment (the "Tree
Replacement Assessment") and NINE THOUSAND SEVEN HUNDRED TIllRTY AND
NO/lOO DOLLARS ($9,730.00) in arbor permit fees (the "Arbor Permit Fees"). The City hereby
agrees that McGaba may deduct from the Tree Replacement Assessment and Arbor Permit Fees,
certain tree replacement assessment and permit fee cr~dits ("Credits") in the amounts designated
for and in consideration of certain items as set forth in Exhibit "C" attached hereto and made a
part hereof by reference.
(i) McGaba shall receive $20,000.00 in Credits for its additional costs and
expenditures associated with constructing the Wall utilizing special construction
methods designed to preserve trees in the Buffer. The City recognizes that such
construction techniques increase costs with respect to design, materials and
installation costs and the Credit described above in this subparagraph (i) reflect the
differences in such costs. Moreover, the placement of the Wall in this location and
utilizing these construction techniques will help preserve the east side of the
Subject Property in its natural state and save specimen and non-specimen trees;
Page 5 of 12
F lLE IIU..JM 20030SQ.38C)
OR BOOK 048:n PAGE 190 l
(ii) McGaba shall receive $15,000.00 in Credits for conveying to the City
that portion of the Subject Property comprising the Buffer, which is approximately
.2107 acres as depicted on the Site Plan. Such deed of conveyance shall state the
property is being conveyed for conservation purposes to allow for a permanent
natural tree buffer between the Shopping Center and the Stone 'Gable Subdivision.
The deed shall be in a form deemed acceptable to the City Attorney prior to
recording. Further, the Buffer property shall be free of all encumbrances,
mortgages, liens, and other impediments to free and clear title at the time of
conveyance to the City. McGaba shall be responsible for maintaining the Wall and
the deed of conveyance for the Buffer shall reserve a maintenance easement
providing access for such purposes. McGaba shall convey the Buffer to the City'
prior to the issuance of any building permit from the City of Winter Springs for the
construction of the Shopping Center.
(iii) McGaba. . . shall , r~c.~!v~_ $5,020.00 in Credits for designing and
developing the Shopping Center parking area and parking islands to save two (2)
oak specimen trees depicted on the Site Plan, which total 50" dbh. The City
hereby agrees to allow McGaba flexibility regarding the relocation of some parking
islands in an effort. to save said trees, provided that such relocation is acceptable to
the City staff and does not reduce the number and size of the parking islands
required by the City of Winter Springs Land Development Code.
(iv) McGaba shall receive $20,000.00 in Credits for replacing 200 trees.
Page 6 of 12
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FILE IJIIlJM 2(j)03089380
OR BOOK 04839 PAGE 194)2
(v) McGaba's net arbor obligations shall be $54,010.00 and shall be payable
to the City pnor to issuance of the building permit for the shopping center on the
Subject Property.
(c) Stone Gable Deceleration Lane. If, within seven (7) years of the date
hereof, the City and/or, Florida Department of Transportation ("FDOT") determines that a
deceleration lane on S.R. 434 is nec.essary to serve the Stone Gable Subdivision entrance in the
area. east of both entrances to the Subject Property (depicted on the Site Plan), McGaba shall
provide a deed to the City conveying a portion of the Subject Property to the City or FDOT (only
for such purposes) within thirty (30) days of a written request (referencing this Agreement) by the
City or FDOT to do so subject to the restrictions set forth in this subparagraph (c). The area to
be conveyed (the "Deceleration Lane Area") shall be an area no greater than eleven (11) feet in
width and shall be located within the area to be used as a landscape buffer required by the City as
shown on the Site Plan. Furthermore, the conveyance of the Deceleration Lane Area by McGaba
to the City or FDOT shall not cause reconfiguration or relocation of either of the two (2) existing
entrances to the Subject Property or the Shopping Center parking area in any manner. The
Deceleration Lane Area is depicted on the Site Plan attached hereto. In addition, the parties
hereby acknowledge that the conveyance of the Deceleration Lane Area may require re-Iocation
of the Shopping Center sign in proximity to that area. In such event, McGaba may remove and
relocate such sign within the tract (in accordance with the City of Winter Springs Land
Development Code) without modification of the Site Plan or other City processes or permits.
(d) Tree Protection Guidelines. McGaba and its construction contractor's shall
fully comply at all times with the Tree Protection Guidelines set forth in Exhibit "D" attached
hereto and made part hereof by reference.
Page 7 of 12
, .
F lLE I/IIlJH 2OO.lO89380
OR lIJOOK O'it8.3'l PAGE l '30.3
(e) Cross;.Access' Easements. In a form acceptable to the City Attorney, the
following cross-access easement shall be granted to the City for public use and/or to the adjacent
property owner in accordance with Section 20-472, Winter Springs Code, prior to the first
Certificate of Occupancy for the Subject Property:
(i) A vehicular and pedestrian cross-acceSS easement,' centered
approximately 170 feet south of the northwest comer of the Subject Property in a width
acceptable to the City engineer, but no greater than twenty-five (25) feet.
(t)
Wetland Easements.
Pursuant to the City of Winter Springs
Comprehensive Plan, Conservation Element, Policy 1.4.4, McGaba shall dedicate to the City a
conservation easement over all jurisdictional wetlands and wetland buffers depicted on the Site
Plan. Said easement shall be in a form deemed acceptable to the City Attorney. and said
dedication! shall occur prior to the issuance of a certificate of occupancy for the Subject Property.
(g) Drainage Easement. McGaba shall convey a drainage easement located at
the southeast comer of the Subject Property, south of the stormwater retention pond, prior to the
issuance of a certificate of occupancy for the Subject Property. Said easement shall be in a form
deemed acceptable to the. City Attorney.
(h) S.R. 434 Median Trees. Any tree located within the S.R. 434 median that
is damaged or removed by McGaba to accommodate the westbound left-turn median cut shall be
replaced or replanted at a location deemed acceptable to the City. Damaged trees shall be
replaced according to the standard of 1 inch dbh total replacement for each 1 inch dbh of
damaged tree and shall be required to be replaced with a like or similar species of tree properly
approved by the City Forester.
Page 8 of 12
FILE NOM 2OO.308938C)
OR BOOK 04Sn PAGE 194)4
(i) Off-site Light Spillage. Off-site light spillage shall only be permitted at the
main entrance of the Property so that the sidewalk,and entrance along S.R. 434 are illuminated to
enhance public safety. However, any such illumination shall not cause any unreasonable glare for
motorists along S.R. 434 and shall first be approved by the City.
Section 6. Successors and Assigns. This Agreement. shall automatically be binding upon
and shall inure to the benefit of the successors and assigns of each of the parties.
Section 7. Applicable Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida.
Section 8. Amendments. This Agreement shall not be modified or amended except by
written agreement duly executed by both parties hereto and approved by the City Commission.
Section 9. Entire Agreement. This Agreement supersedes any other agreement, oral or
written, and contains the entire agreement between the City and McGaba as to the subject matter
hereof
Section 10. Severability. If any provision of this Agreement shall be held to be invalid or
unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any
respect the validity or enforceability of the remainder of this Agreement.
Section 11. Effective Date. This Agreement shall become effective upon approval by the
City of Winter Springs City Commission and execution of this Agreement by both parties.
Section 12. Recordation. This Agreement shall be recorded in the public records of
Seminole County, 'Florida, and shall run with the land.
Section 13. Relationship of the Parties. The relationship of the parties to this Agreement
is contractual and McGaba is an independent contractor and not an agent of the City. Nothing
herein shall be deemed to create a joint venture or principal-agent relationship between the
Page 9 of 12
F lLE NlJM 2003089.180
. OR 900lK 04839 PAGE 1905
parties, and neither party is authorized to, nor shall either party act toward third persons or the
public in any manner, which would indicate any such relationship with the other.
Section 14. Sovereign Immunity. Nothing contained in this Agreement shall be construed
as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Staiutes, or
any other limitation on the City's potential liability under state and federal law.
Section 15. City's Police Power. McGaba agrees and acknowledges that the City hereby
reserves all police powers granted to the City. by law. In no way shall this Agreement be
construed as the City bargaining away or surrendering its police powers.
Section 16. Interpretation. The parties hereby agree and acknowledge that they have
both participated equally in the drafting of this Agreement and no party shall be favored or
disfavored regarding the interpretation to this Agreement in the event of a dispute between the
parties.
Section 17. Permits. The failure of this Agreement to address any particular City, county,
state, and federal permit, condition, term, or restriction shall not relieve McGaba or the City of
the necessity of complying with the law governing said permitting requirements, conditions, term,
or restriction.
Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract
and shall not in any way whatsoever create any rights on behalf of any third party.
Section 19. Specific Performance. Strict compliance shall be required with each and
every provision of this Agreement. The parties agree that failure to perform the obligations
provided by this Agreement shall result in irreparable damage and that specific performance of
these obligations may be obtained by suit in equity.
Page 10 of 12
. F U..E NUN 2OO..lO89.380
OR BOOK 048n IPAGlE 1906
Section 20. Attorney's Fees. In connection with any arbitration or litigation arising out of
this Agreement, the prevalling party shall be entitled to recover reasonable attorney's fees and
costs through all appeals to the extent permitted by law.
Section 21. Development Permits. Nothing herein shall limit the City's authority to grant
or deny any development permit applications or requests subsequent to the effective date of this
Agreement. In addition, nothing. herein shall be construed as granting or creating a vested
property right or interest in McGaba or on the Subject Property.
IN WITNESS WHEREOF the. parties have hereunto set their hands and seal on the date
first above written.
Signed, sealed and delivered in the
Presence of the following witnesses:
CITY OF WINTER SPRINGS, a Florida
Municipal Corporation, .
McGABA, LLC,
.a Florida limited liability company
By:
//
ATTEST:
Page 11 of 12
: j.
FlLE Nt.JM 200.3089380
'OR BOOK 0483'3 PAGE 1907
STATE OF FLORIDA LoP
COUNTYOF ,Sen1lnO~
The foregoing instrument was acknowledged before me this I t[) day of ~
201)2, by SHIRLEY MACKERL Y, as President of McGABA, LLC, a Florida limited liability
company, who is ~ersonally knoWn to me or who has produced
as identification.
~.~::iiY'ft;;;:, LAURA A. MORRISON
:./''A'" :.. MY COMMISSION # DO 095258
~.A.~:i EXPIRES: February 26, 2006
"'~.~f.,i\.<f,." Bonded Thru Notary Public Underwrltars
~)MA;C a:1/};L,~
Notary Public Signature'/ .
UUlrcc A-. WVV1~
(Name typed, printed or ~ped) .
Notary'Public, State of r-/OY "d~
Commission No.: 'D"D Oq5C7-6~
My Commission Expires: Feb dip, df)D~
.
(NOTARY SEAL)
Page 12 of 12
" '.
.;
FILE N.JH 200.308'3380
OR BOOK 048.3'3 PAGE 1908
EXHmIT "A"
(SITE PLAN)
Final Site Plan is on file at:
City Hall
City of Winter Springs
1126 East S.R. 434
Winter Springs, Florida 32708
, .
F [LIE NOM 2003089380
OR BOOK 04en PAGE 1909
EXHIBIT "B"
PROPERTY
That certain piece, parcel and tract ofland located in SEMINOLE County;Florida, described
as follows:
.~.,'.
LE'GAL' DESCRIPT,'ON':':' ::'.,;'\:';:>:"':::, '
. . .. ". . '. '. ....j.'. :...;.' ',~ . " . .
THAT CERTAIN. 'PIECE'" PARCEU;'AND:: TRACT, OF LAND LOCATED IN SEMINOLE
COUNTY,FLORIDA, DESCRIBED ,A_S FOLLbV/~: ' , ' . .'
THE ViEST 231.30 FEET OF Lor" 8. BLOCK. D, ,DR. MITCHELL'S SURVEY OF LEVY
GRANT AS RECORDED IN PLAT' S'OOK 1, PAGE 5. PUBLIC RECORDS OF SEMINOLE
COUNTY. FLORIDA, LY!NG .SOUTH OF STArE ROAD 419 (OVIEDO ROAD);' ' , ,
. !: .
LESS THA T PART TAKEN I/'J' THAi CERTAIN: ORDER OF TAKING FOR ROAD
RECORDED IN OFFICIAL .RECORDS SOOK 2784, PAGE 1196, PUBLIC RECORDS OF
SEMINOLE; COUNTY, fLORIDA. '
CONTAINS 190,138 SQUARE FEET OR 4.365 ACRES MORE OR LESS.
TOGETHER WITH:
. ,
THE EAST 253.6 FEET OF LOT 9, (LESS THE EAST 100 FEET OF THE NORTH 150 FEET
THEREOF). BLOCK: D. DR. MITCHELL's SURVEY OF THE LEVY GRMJT. ,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLA T 8001~ 1. PAGE 5, OF
THE PUBLIC' RECORDS OF SH.~IN()LE COWJTY, FLORIDA.
ALSO LESS THE FOLLOWING PROPERTY 8EII"G MORE PARTICULARLY DESCRIBED
AS FOLLOWS:' ,
, COMMENCE AT THE I'JORTHWEST CORNER 'OF LOT E,' CHASE AND COMPANY'S
SUBDIVlSIOIJ OF WAGNER, ACCORDING TO THE PLAT THEREOF AS RECORDEj) ,IN
PLA T Bom: 6, PAGE' 64, OF THE PUBLIC RECORDS OF SEMINOLE, COUNTY,
FLORIDA; THENCE RUloJ SOUTH 06'55'04" EAST ALotoJG THE WEST LINE OF
'SAID LOT E, A DISTA/~CE OF 1100.13 FEET TO A POIIH ON l11EBASEUNE OF
SURVEY OF S.R. 434 ACCORDII"GTO F.D.D.T. RIGHT-OF-WAY MAP SECT,ION
NUMBER 77070-251.6; THEloJCE RUloJ NORTH 83'50'23" ,EAST ALONG: SAID '
BASELINE OF SURV['( A. DISTANCE OJ=" 390.41 FEET; THEloJCE DEPARTING SAID
BASELINE or SURVEY RUN SOUTH 01'01'30" EAST A DISTAtJCE OF 24.39 FEET
TO A POINT ON THE'SOUl11ERLY RIGHT-Dr-WAY LINE OF S.R. 434; 1HENCERJI-J
NORTl-l 83"51'32" EAST ALONG SAI~ SOUTHERLY. RIGHT-OF-WAY L~~J.EA' , ,
D1STMJCE OF 168.42 FEET TO 1l-IE WEST LINE OF THE EAS'I' .25'3.6' FEET, OF SAI:J
LOT 9. BLOCK D. FOR A POINT' OF8EGlhJloJING; THENCE CONTINUE ,NORTH '
83'51'32~ EAST ALOI.JG SAID SOUl11ERLY RIGHT-Of-WAY UI\IE A DISTANCE
OF 153.62 FEET TO THE WEST LINE 01=" THE EAST 100 FEET OF THE NORTH 150
FEET OF SAID LOT 9. BLOCKD; l11ENCE DEPARTING S.~ID SOUTHERLY RIGHT -OF-
WAY LINE RUN SOU1l-I 01"01'30" EAST ALONG SAID WEST'lINE OF THE EAST
100 FEET OF l11E NORTH 150 FEET OF LOJ9, BLOCK D, A DISTANCE OF 84.03 FEET;
THEI.JCE DEPARTING SAID WEST LINE RUloJ SOllTH B3'53'17" WEST, A
DISTAtJCE OF 153.62 FEET TO SAID WEST LINE OF THE EASl: 253.6 FEET OF, LOT 9. '
BLOCK D; THENCE RUN NORl11 07'01'30" WEST ALONG SAID WEST. LINE OF'
THE EAST 253.6 FEET A DISTANCE OF 83,96 FEET TO, THE SAID. SOUTHERLY
RIGHT-OF-WAY LINE S.R. 434 AND THE, POINT OF BEGINNING.
',\
.'1:
.... ....
....... \I"
F lLE MUM 200.3()89.J&)
OR BOOK 04839 IPAGIE 19 U)
EXHffiIT "e"
ARBOR OBLIGATION
This exhibit demonstrate~ the developer's arbor obligation as required in the Tree Ordinance:
Arbor Obligation
City
. Conveyance
Clear Cut Obligation
Arbor Permit Fees
Replacement Requirements
9,730
104.300
TOTAL CLEAR CUT OBLIGATION
114.030
200 Tree Replacement Credits
20,000
30-Foot Buffer Credits
9,179-Sq. Ft. PropertylBuffer Acquisition
15,000
Tree Preservation Construction Method
20.000
35,000
Specimen Tree Credits
2 Tree Preservations
Arbor Permits
5,000
20
5.020
TOTAL CREDITS
60.020
NET ARBOR OBLIGATION
54.010 .
iii
. ,..,.. ".~ ~..
.FlLE.MUM 200.3089.180
OR BOOK 4)4839 PAGE 1911
EXHmIT "D"
TREE PROTECTION GUIDELINES
1. Prior to construction or during site preparation, barricading suitable to the City's arborist
shall be erected and maintained around all trees to be preserved in order to establish a tree
protection area. All trees to be preserved shall be identified on-site by haimless marking
or banding. ..
2. Prior to construction, tree protection signs shall be posted and maintained at all tree
protection areas. The contractor shalt" make every effort to protect all existing trees to be
preserved during site preparation and construction. Placement of material, machinery,
utility lines; soil, hazardous liquids, or vehicles within the tree protection area shall be
strictly prohibited. Materials, wires, signs, or nails shall not be attached to any tree unless
such materials are needed to preserve the tree.
3. Unless another suitable technique is approved by the City's arborist, the tree protection
barriers shall be constructed as follows: Uprights - 4" x 4" lumber on eight-foot (8)
minimum centers; horizontals - the equivalent of one (1) course of2" x 4" lumber.
4. Tree protection barriers shall remain in place until construction is fully completed and all
paving, construction, arid heavy equipment is off the Subject Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts shall be
made through the grading and drainage plan to maintain the natural drainage to and from
such trees.
6. Any tree that may need to be moved for any reason during the construction process shall
be relocated only under the direction and written approval of the City's arborist.
7. Properly install and maintain siltration and sediment control barriers around trees.
8. Root and canopy pruning shall be required by a qualified ISA arborist. Any damaged
roots shall be clean cut and covered by clean fill.
9. McGaba shall abide by the reforestation standards set forth in the Tree Ordinance and the
terms set forth in subparagraph 5(a) of this Agreement.
IV
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. I
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5
U TILl TIE S
GAS
PEOPLE GAS
600 W. ROBINSON STREET
ORLANDO, FLORIDA 32801
CONTACT: LA ."REE WASHINGTON 407-425-4661
PHONE: (407) 425-4661
TELEPHONE
SPRINT UNITED TELEPHONE
P.O. BOX 770339
WINTER GARDEN, FLORIDA 34777-0339
CHARLIE BEASLEY, 407-814-5373
CABLE
TIME WARNER CABLE
3767 ALL AMERICAN BLVD.
ORLANDO, FLORIDA 32810
MARK MENDOZA 407-295-5215
CONSTRUCTION PLANS
FOR
PLAN INDEX
1 COVER SHEET
2 SPECIFICATIONS AND NOTES
3 DEMOLITION PLAN
4 SITE GEOMETRY PLAN
5 PA VING, GRADING AND DRAINAGE PLAN
5A OFFSITE IMPROVEMENT PLAN
6 UTILITY PLAN
7 PA VING DETAILS
8 PA VING, GRADING &: DRAINAGE DETAILS
9 UTILITY DETAILS
10 MISCELLANEOUS DETAILS ~
to
m
<.:)
L1-L2 LANDSCAPE PLANS It)
*
11-12 IRRIGATION PLANS 14
c..
EOOO SITE PHOTOMETRICS
STR RETAINING WALL STRUCTURAL PLAN
S-S1 BOUNDARY ct TOPOGRAPHICAL SURVEY
.
INTER SPRINGS, FLORIDA
LOCATION MAP
WATER
WINTER SPRINGS UTILITIES
110 NORTH FLAMINGO A VENUE
WINTER SPRINGS, FLORIDA 32708
PHONE: (407) 327-2669
PROJECT
SITE
~O SANFORD
LAKE
JESSUP
TO OVIEDO
SITE DA TA
PROJECT APPLICANTS:
McGABA. LLC
2180 NORTH PARK AVE.. (SUITE 300
WINTERP ARK. FL. 32789
PROPERTY LOCATION:
SOUTH SIDE OF S.R. 434 JUST EAST OF S.R. 419
SEMINOLE COUNTY. FLORIDA
PARCEL I.D. NO.
26-20-30-5AR-ODOO-009B
26-20-30-5AR-ODOO-0080
BUILDING HEIGHT:
MAXIMUM = 55' &: NOT TO EXCEED 2 STORY
PROPOSED = 2-STORY
FLOOR AREA RATIO:
ALLOWABLE = 0.5 MAX. PROPOSED = 0.14
MINIMUM BUILDING SETBACKS
MINIMUM FRONT = 1S'
MINIMUM REAR = 10'
MINIMUM SIDE = 0'-3' (30' IF ABUTTING RES.)
SEWER
WINTER SPRINGS UTILITIES
110 NORTH FLAMINGO A VENUE
WINTER SPRINGS, FLORIDA 32708
PHONE: (407) 327-2669
A
~
PROPERTY ZONINC:
C-I ( NEIGHBORHOOD COMMERCIAL )
EXISTING PROPERTY LAND USE:
90'; VACANT
N_ T. s_
PO WER
FLORIDA POWER CORPORATION
APOPKA ENGINEERING-CNT. FL REGION
APOPKA, FLORIDA 32712
PHONE: (407) 645-8573
SECTION 26, TO."NSHIP 20 SOUTH, RANGE 80 EAST
LEGAL DESCRIPTION
PROPOSED PROPERTY LAND USE:
RETAIL & RESTAURANT
EXISTING PROPERTY AREA:
TOTAL = 9.15 ACRES
THAT CERTAIN PIECE. PARCEL AND TRACT OF LAND LOCATED IN SEMINOLE COUNTY. FLORIDA. DESCRIBED AS FOLLOWS:
THE WEST 231.30 FEET OF LOT 8, BLOCK 0, DR. MITCHELL'S SURVEY OF LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBUC
RECORDS OF SEMINOLE COUNTY, FLORIDA. LYING SOUTH OF STATE ROAD 419 (OVIEDO ROAD);
LESS THAT PART TAKEN IN THAT CERTAIN ORDER OF TAKING FOR ROAD RECORDED IN OFFICIAL RECORDS BOOK 2784, PAGE 1196, PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
CONTAINS 190,138 SQUARE FEET OR 4.365 ACRES MORE OR LESS.
TOGETHER WITH:
THE EAST 253.6 FEET OF LOT 9. (LESS THE EAST 100 FEET OF THE NORTH 150 FEET THEREOF), BLOCK 0, DR. MITCHELL'S SURVEY OF THE
LEVY GRANT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1. PAGE 5. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA. ALSO LESS THE FOLLOWING PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF LOT E, CHASE AND COMPANY'S SUBDIVISION OF WAGNER, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 6, PAGE 64. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA: THENCE RUN SOUTH 06-55'04ft EAST ALONG
THE WEST LINE OF SAID LOT E. A DISTANCE OF 1100.73 FEET TO A POINT ON THE BASELINE OF SURVEY OF S.R. 434 ACCORDING TO F.D.O.T.
RIGHT-OF-WAY MAP SECTION NUMBER 77070-2516; THENCE RUN NORTH 83"50'23. EAST ALONG SAID BASELINE OF SURVEY A DISTANCE OF
390.41 FEET; THENCE DEPARTING SAID BASEUNE OF SURVEY RUN SOUTH oro1'30ft EAST A DISTANCE OF 24.39 FEET TO A POINT ON THE
SOUTHERLY RIGHT-OF-WAY LINE OF S.R. 434; THENCE RUN NORTH 83-51'32- EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE
OF 168.42 FEET TO THE WEST LINE OF THE EAST 253.6 FEET OF SAID LOT 9, BLOCK D. FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH
83"51'32ft EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 153.62 FEET TO THE WEST LINE OF THE EAST 100 FEET OF THE
NORTH 150 FEET OF SAID LOT 9, BLOCK 0; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF- WAY LINE RUN SOUTH 07"01'30. EAST ALONG SAID
WEST LINE OF THE EAST 100 FEET OF THE NORTH 150 FEET OF LOT 9, BLOCK 0, A DISTANCE OF 84.03 FEET; THENCE DEPARTING SAID WEST
LINE RUN SOUTH 83-53'17ft WEST A DISTANCE OF 153.62 FEET TO SAID WEST LINE OF THE EAST 253.6 FEET OF LOT 9, BLOCK 0; THENCE RUN
NORTH 07.01'30ft WEST ALONG SAID WEST LINE OF THE EAST 253.6 FEET A DISTANCE OF 83.96 FEET TO THE SAID SOUTHERLY RIGHT-OF-WAY
LINE S.R. 434 AND THE POINT OF BEGINNING.
35.039 S.F.
6,000 S.F.
9,000 S.F. (2ND FLOOR)
50,039 S.F.
CONTRACTOR TO CALL SUNSHINE ONE AT t-800-482-4770 TO VERIFY LOCATION OF .ALL EXISTING
UNDERGROUND UTIUTIES.
CONSULTANTS
CIVIL ENGINEERS
CONSUL-TECH DEVELOPMENT SERVICES, INC.
2828 EDGEWATER DR., SUITE 200 ORLANDO,
FLORIDA 32804
TEL: (407) 649-8334
FAX: (407) 649-8190
GEOTECHNICAL ENGINEERS
UNIVERSAL ENGINEERING SCIENCES
3532 MAGGIE BLVD.
ORLANDO, FLORIDA 32811
TEL: (407) 423-0504
FAX: (407) 423-3106
LOT COVERAGE CALCULATIONS:
PROPOSED
3.28 AC 35.8 %
0.94 AC 10.3 %
1.07 AC 11.7 %
5.29 AC 57.8 %
1.40 AC 15.3 %
2.46 AC 26.9 %
9.15 AC 100.00 %
PARKING AND SIDEWALK AREA
BUILDING AREA (41,039 SF)
RETENTION AREA
TOTAL IMPER~OUS AREA
WETLANDS TO REMAIN
GREEN AREA (PERVIOUS AREA)
TOTAL SITE AREA
PARKING:
CODE REQUIREMENT:
1 SPACE PER 300 S.F. RETAIL
1 SPACE PER 100 S.F. PATRON AREA. RESTAURANT
1 SPACE PER 400 S.F. LEASABLE OFFICE SPACE
PLANNERS
CONSUL-TECH DEVELOPMENT SERVICES, INC.
2828 EDGEWATER DR., SUITE 200 ORLANDO,
FLORIDA 32804
TEL: (407) 649-8334
FAX: (407) 649-8190
PROPOSED RETAIL
PKOPOSED RESTAURANT
PROPOSED OFFICE
TOTAL SQ. FT. PROPOSED
LAND SURVEYORS
ALD II, INC.
5850 LAKEHURST DRIVE, SUITE
150-33 ORLANDO, FLORIDA 32819
TEL: (407) 352-7181
PREPARED FOR:
MCGABA, LLC
2t80 NORTH PARK AVE,. SUITE 800
."INTER PARK, FL 82789
CONTACT: ALAN Jl.ACKERLY
PHONE: (407) 858-6t87 FAX: (407) 908-5699
TOTAL SPACES REQUIRED = 200
REGULAR SPACES PROVIDED = 201
ACCESSIBLE SPACES PRO~DED = 8
TOTAL SPACES PRO~DED = 209
AISLE WIDTH PROVIDED = 24 FT MIN FOR TWO WAY LANES
ACCESSIBLE PARKING STALL SIZE PROVIDED = 12' x 20'
CONSUL-TECH DEVELOPMENT SERVICES, INC.
CONSUL liNG ENGINEERS - LAND PLANNERS -LAND SURVEYORS
2828 EDGEWATER DR., SUITE 200
ORLANDO, FLORIDA 32804
(407) 649-8334, FAX (407) 649-8190
Certificate of Authorization No.: 9008
FLOOD ZONE
THIS SITE IS IN ZONE .Cn AND ZONE n AEn BASED ON FLOOD INSURANCE
RATE MAP, PANEL NO. 1201790135 E. DATED APRIL 17. 1995.
\
1. REVISED PER CITY OF WINTER SPRINGS COMMENTS 11/08/02 MWS
2. REVISED PER CITY OF WINTER SPRINGS COMMENTS 02/28/03 JJ
PROJECT No. 02021840
SR 434 Retail
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CENERAL CONSTRUCTION NOTES
WATER/SEWER CLEARANCE REQUIREMENTS
WATER SYSTEM NOTES
SANITARY SEWER NOTES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
2. LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
ALL PERTINENT DATA FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION.
UTILITY SEPARATION - VERTICAL CLEARANCE
1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH LESS
THAN 18 INCHES VERTICAL CLEARANCE. OR THE SANITARY SEWER MAIN IS
ABOVE THE WATER MAIN, THEN THE SANITARY SEWER WILL BE 20 FEET,
CENTERED ON THE POINT OF CROSSING, OF EITHER:
A DUCTILE IRON PIPE AND HYDROSTATICALLY PRESSURE TESTED. OR;
B. CONCRETE ENCASED VITRIFIED CLAY; OR
C. PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED.
2. WHERE WATER MAINS AND STORM SEWER PIPES CROSS WITH LESS THAN 18 INCHES
VERTICAL CLEARANCE. OR THE STORM MAIN IS ABOVE THE WATER MAIN, THEN THE WATER
MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING.
1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
P.V.C. PIPE, S.D.R. 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. P.V.C. PIPE AND FITTINGS SHALL CONFORM TO A.S.T.M. SPECIFICATIONS DESIGNATION
D-3034-77C. M.A S.D.R. 35. INSTALLATION OF S.D.R. 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL P.V.C. FORCE MAINS SHALL BE CLASS 200, S.D.R. 21. COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2. WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ .FORCEMAIN..
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH A.N.S.I. A 21.50
(AW.W.A. C 150) AND A.N.S.I. A21.51 (A.W.W.A. C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH A.N.S.I.
A 21.6, A 21.8. OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL
SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND
SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH A.N.S.I. A 21.50
(AW.W.A. C 150) AND A.N.S.1. A 21.31 (A.W.W.A. C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH AN.S.I. A 21.6, A 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS. AND BITUMINOUS
SEALED IN ACCORDANCE WITH A.N.S.I. A (AW.W.A C 104-71).
5. ALL FITTINGS LARGER THAN 2. SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AW.W.A C-110 WITH A PRESSURE RATING OF 350 P.S.!. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AW.W.A. C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH A.W.W.A. C-104.
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS OR HYDRANTS AT THE END
OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
8. ALL P.V.C. WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH A.W.W.A
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF D.R. 18 IN
ACCORDANCE WITH A.S.T.M. 0-2241.
9. WATER MAIN PIPING OF LESS THAN 4" SHALL BE SCHEDULE 40 P.V.C.
UNLESS OTHERWISE SPECIFIED ON DRAWINGS.
10. ALL FITTINGS 2- AND SMALLER SHALL BE SCHEDULE 40 P.V.C. WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
11. ALL GATE VALVES 2- OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AW.WA C509
12. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF A.W.W.A C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL.
13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. PLANS. AND
SPECIFICATIONS FOR CONSTRUCTION. LATEST REVISION THEREOF. AND
SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL
POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULATORY AGENCY.
14. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILllY AS-BUILT DRAWINGS. SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS-BUILT DRAWINGS SHALL
SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL
PROVIDE TEN COPIES OF THE CERTIFIED AS-BUILT DRAWINGS TO THE ENGINEER.
3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER.S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES. AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES. IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION. BY CALLING -SUNSHINE.
AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE .SUNSHINE. PROGRAM.
5. THE CONTRACTOR. IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES. ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
6. ALL UNDERGROUND UTILmES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
7. IT IS THE CONTRACTOR.S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST
REVISIONS AND/OR LATEST EDmON.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER.S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS SPECIFIED FOR THE PROJECT.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR.S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES. AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS. THE CONTRACTOR.S NAME, STARTING DATE. PROJECTED
SCHEDULE. AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR
TO NOTIFYING THE ENGINEER. OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR.S EXPENSE.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES.
IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES. WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.
13. BACK FILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- UFTS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACK FILL SHALL BE COMPACTED TO 96" MAXIMUM DENSITY AS
DETERMINED BY A.A.S.H.T.O. T -99.
14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS. UNLESS OTHERWISE NOTED.
15. CONCRETE REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO AS.T.M. A615 GRADE
OR BETTER.
UTILITY SEPARATION - HORIZONTAL SEPARATION
3. WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN. A SEPARATION
(MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE MAINTAINED. WHERE
THIS SEPARATION IS NOT MET, ONE OF THE FOLLOWING MUST OCCUR:
A THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED
EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER, OR;
B. IF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND
THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PIPES SHALL BE
UPGRADED TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN AND
PRESSURE TESTED.
C. IF THE SANITARY SEWER IS EXISTING AND THE POTABLE WATER MAIN IS
PROPOSED. THE WATER MAIN SHALL. AT A MINIMUM, BE UPGRADED TO
DUCTILE IRON PIPE. CONSTRUCTED IN SEPARATE TRENCHES, LAID AT A HIGHER
ELEVATION THAN THE SANITARY SEWER, AND UTILIZE STAGGERED JOINTS.
4. WHERE WATER MAINS PARALLEL STORM SEWER PIPES WITH LESS THAN 10 FEET
HORIZONTAL CLEARANCE, THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON
IN THOSE LOCATIONS.
5. SEPARATION REQUIREMENTS OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
CLEARANCE BETWEEN FORCE MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED
UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT.
6. WHERE WATER MAINS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN
18 INCHES VERTICAL CLEARANCE OR 3 FEET HORIZONTAL CLEARANCE, THE UNRESTRICTED
ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME
MANNER AS GRAVITY SANITARY SEWER MAINS (SEE A. ABOVE)
7. SEPARATION REQUIREMENTS BETWEEN POTABLE WATER MAINS AND ANY TYPE OF REUSE
MAINS OTHER THAN UNRESTRICTED ACCESS REUSE IS 10 FEET HORIZONTAL AND 18 INCHES
VERTICAL CLEARANCE, WITH MITIGATION ALLOWED WHEN APPROVED IN ADVANCE BY THE
DEPARTMENT.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATIONS AS STIPULATED ABOVE. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION
(D.E.P). MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM
THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
WORK IN PUBLIC RIQHTS-OF-WA Y
1. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF
F.D.O.T. &: CllY OF WINTER SPRINGS. SPECIFICATIONS AND SUPPLEMENTS.
2. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF F.D.O.T.
& CllY OF WINTER SPRINGS. SPECIFICATIONS AND SUPPLEMENTS.
3. ALL SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF F.D.O.T.
AND CITY OF WINTER SPRINGS SPECIFICATIONS AND SUPPLEMENTS.
CLEARING AND EROSION CONTROL NOlES
4. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T.
STANDARD INDEX No. 17352.
5. STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
F.D.O.T. STANDAj~[\ INDEX No. 17346.
WATER SYSTEM TESllNa AND INSPECTION REQUIREMENTS
1. PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS.
IT SHALL BE THE CONTRACTOR.S RESPONSIBILllY TO MAINTAIN THESE TREES IN
GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL FROM THE OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED. MULCHED. OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4 - TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND- IS PERMITfED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
ANY EXISTING STRUCTURES FROM THE SITE.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTlLllY
COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE VARIOUS UTlUTlES SHALL BE INCIDENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
10. DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD,
STONE. ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY.
STREETS. STORM SEWERS. WATERWAYS, AND EXISTING WETLANDS. IN ADDITION,
THE CONTRACTOR SHALL PLACE STRAW, MULCH. OR OTHER SUITABLE MATERIAL ON
THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND
EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO
REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION. THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING. IRRIGATION. OR OTHER
ACCEPTABLE METHODS.
15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWALE, DITCH. ETC..)
INTO EXISTING LAKE SYSTEM, WETLAND. OR RIVER, WITHOUT THE USE OF SETTLING
PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE
SYSTEM OR RIVER. A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY
THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 4B HOURS IN ADVANCE
TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN INFlLTRATlON/EXFILTRATlON TEST ON ALL
GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING
JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD
AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION
AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITfED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS. HYDRANTS,
CONNECTIONS. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER.S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE
BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY.
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER.
6. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F.D.O.T. STANDARD INDEX No. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
F.D.O.T. STANDARD INDEX No. 17302.
7. SIGNING AND STRIPING WITHIN F.D.O.T. RIGHT-Of-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
8. ALL WORK PERFORMED WITHIN THE CllY OF WINTER SPRINGS
RIGHT-OF-WAY SHALL CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (1998). (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS. CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 1998),
(aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS
REQUIRED.
16. ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO F.D.O.T. STANDARDS. AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE
BEEN OBTAINED. ANY WASHOUTS. REGRADING, RESEEDING. AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED. WILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A' MINIMUM OF lWO (2) WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW
SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL.
THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS
COMPANY lWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
.19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS
RESPONSIBIUTY TO HAVE PROPERlY CORNERS. WHICH HAVE BEEN LOST DURING
CONSTRUCTION. REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS. AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS.
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (F.D.O.T.). FOR THE IMPROVEMENTS. AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED.
21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH
THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING
REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PROJECT AND COMMENCING CONSTRUCTION.
23. IRRIGATION SYSTEM SHALL CONSIST OF SPIGOT AND HOSES WITH IRRIGATION HEADS OR
STANDARD COMMERCIAL OUTDOOR SPRINKLERS.
24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
3. A HYDROSTATIC TEST CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE
CONDUCTED ON ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES
AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS
OF A.W.W.A. C60a FOR DUCTILE IRON PIPES AND C605 FOR PVC PIPES.
4. ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEMS SHALL BE DISINFECTED IN
ACCORDANCE WITH A.W.W.A. C651 - DISINFECTING WATER MAINS.
9. THE MAINTENANCE OF TRAFFIC IS TO BE PER FOOT INDICES No. 600 AND No. 623.
PAVING. QRADlNQ AND DRAINACE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAl, (I.E. MUCK, PEAT, BURIED DEBRIS). ARE
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS. OR AS DIRECTED BY THE
OWNER'S ENGINEER. OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING. AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE
WITH OWNER.S ENGINEER PRIOR TO ANY ELEVATION CHANGES.
4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATfERN TO THE OWNER.S ENGINEER FOR APPROVAL.
5. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER. AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO F.D.O.T. STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING
TO BE 4- WIDE PAINTED WHITE STRIPES.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN lWELVE (12) INCHES. SEE -EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL-. F.D.O.T. INDEXES No. 513 AND No. 514.
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT -ROADWAY AND
TRAFFIC DESIGN STANDARDS-.
9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C-76)
UNLESS OTHERWISE NOTED ON PLANS.
10. P.V.C. STORM PIPE, 12- AND SMALLER SHALL CONFORM TO A.W.WA C-900. CLASS 150
STANDARDS. UNLESS OTHERWISE NOTED.
11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES.
PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE.
12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION. 1998, OR LATEST REVISION THEREOF AND
SUPPLEMENTAL SPECIFICATIONS THERETO.
15. UNDERCUTTING AND/OR OVER EXCAVATING THE RETENTION/DETENTION AREAS WILL
NOT BE ALLOWED.
16. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS-BUILT DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW
FINAL GRADES, INVERTS. AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING
THE STORMWATER POND. DRAINAGE STRUCTURES, BERMS &: SWALES. THE CONTRACTOR
SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER
FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.
SAFETY NOTES
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFElY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFElY OF HIS PERSONNEL. LABOR SAFETY
REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.HA IN THE
FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE
OF FLORIDA. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS SHALL BE
FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEVICES. WARNING DEVICES. AND BARRIERS
NECESSARY TO PROTECT THE PUBUC AND WORKMEN FROM HAZARDS WITHIN THE
PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY
THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
O.S.HA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFElY REGULATIONS. THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR"S INFORMATION ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFElY
REGULATIONS.
PAVING. GRADING, AND DRAINAGE TESllNa AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 4B HOURS IN ADVANCE
TO SCHEDULE AN INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
SANITARY SEWER TESTING AND INSPECTION REOUIREMENTS
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PB 54 PG 7614
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NOTES
1. NO ON-SITE BURNING OF DEBRIS OR ORGANIC MATERIALS
IN THE CITY OF WINTER SPRINGS. ALL MATERIALS MUST
BE REMOVED FROM THE SITE.
2. ALL DEMOLITION DEBRIS TO BE REMOVED PER WINTER
SPRINGS AND OR SEMINOLE COUNTY STANDARDS.
3. CONTRACTOR TO OBTAIN THE NECESSARY PERMITS FOR
REMOVING ANY EXISTING STRUCTURES.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR
FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
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END TYPE -F" ~URB ! - -t:Jl:.GIN j~OLF~l:.IAINING WALL -
BEGIN TYPE -0 CU~8 (DESIGN BY OTHERS)
187.34'
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STONE GABLE PLAT
PB 54 PG 7614
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PLANTERS (lYP.)
TENANT
8,200 SF
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RETAIL 1
4,940 SF
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ENCLOSURE ~., iIW"~
(SEE DETAIL ~
SHEET 7) ~"dR20'
RETAIL 2 ~o~
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OFFICE
9,000 SF
(2ND FLOOR)
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10' LANDSCAPE
PLANTER, BUILDING
ENTRANCES TO BE
DETERMINED BY
ARCHITECT
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STAIR WELL
RETAIL 1
6,964 SF
v
DUMPSTER
ENCLOSURE
(SEE DETAIL
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UNIMPACTEO
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NOTES
~
SIGN LEGEND & STRIPING NOTES
-
1. ALL CURB RADII TO BE 3 FEET UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING
TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER
IS MORE RESTRICTIVE.
4. ALL CURBS ARE TYPE "D" UNLESS OTHERWISE NOTED.
5. ALL TRANSFORMERS AND SWITCH BOXES RELATED TO DEVELOPMENT
SHALL BE SET BACK A MINIMUM OF FIFTEEN (15) FEET FROM ANY
RIGHT-OF-WAY AND VISUALLY SCREENED USING LANDSCAPE MATERIALS
OR MASONRY CONSTRUCTION IN CONFORMANCE WITH THE LAND
DEVELOPMENT REGULATIONS OF THE CITY OF WINTER SPRINGS.
6. MECHANICAL EQUIPMENT AND APPURTENANCES, INCLUDING BUT NOT
LIMITED TO AIR CONDITIONER UNITS, VENTILATION EQUIPMENT, REFRIGERATION
SYSTEMS, HEATING UNITS, ETC., MUST BE SCREENED SO THAT
THEY ARE NOT VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY.
1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH
A 4" WHITE STRIPE.
2. SEE DETAILS FOR HANDICAP PARKING.
3. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE.
SIGNS
NO TEXT OR SYMBOL SIZE
R1-1 STOP 30"x30"
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
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CURVE
C1
C2
C3
C4
C5
C6
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
PROPERlY LINE
SILT FENCE
CENTERLINE
EXISTING FENCE
ZONING CLASSIFICATION
PARKING SPACE COUNT
25' WETLAND
BUFFER AREA
WETLAND AREA
~
LINE TABLE .....
LINE LENGTH
L 1 46.05
L2 21.06
L3 59.42
L4 58.43
L5 187.88
L6 11 0.17
L7 42.00
La 101.42
L9 21.43
L10 96.53
L 11 96.00
L12 62.36
L15 1.00
L1 6 140.67
L17 55.33
L18 64.00
L19 128.00
L20 64.00
L21 50.36
L22 55.00
L23 64.00
L24 117.67
L25 117.67
L26 57.33
L27 42.00
L28 64.00
L29 64.00
L30 110.04
L31 98.33
L32 197.00
L33 117.18
L34 98.69
L35 71.45
L36 40.22
L37 41. 15
L38 10.43
L39 91.92
L40 244.57
BEARING
507'00' 49-E
502031'S4-E
502031'54-E
50,00' 49-E
507'00' 49-E
N82.S9'11-E
N07'OO' 49"W
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582.59'11 "W
507'00' 49-E
507'00' 49-E
507'00' 49-E
507'00' 49-E
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CURVE TABLE
LENGTH RADIUS CHORD
18.07 32.00 17.83
304.87 207.78 278.25
14.75 32.00 14.62
34.56 22.00 31 .11
31.87 300.00 31.85
12.33 300.00 12.33
22.04 300.00 22.03
22.16 300.00 22.15
34.56 22.00 31 .11
34.56 22.00 31 .11
10.89 30.00 10.83
59.70 30.00 50.32
77.37 100.00 75.45
133.48 250.00 131 .90
11.63 10.00 10.99
14.36 10.00 13.16
78.54 50.00 70.71
CHORD BEARING
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soa 1S'00-W
NOO'4Q'37"W
N0405,J'S1 "W
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S52'00' 49-E
S72"35'02"W
S05.1 0'31 "W
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522.47'48-E
S71'24'36-E
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iI II O. II""''"' ~. - - ../ /' " - ,r"'r"' - -24- ---- '~-:.:.:" ...'H':- -WV-l ...u..~~~ ~L. \.M) ,Vw- ....,/~,'w.:n;;: - - - - ?'r- - - - - - - - - - - - -..- ......_ - - - - -22- - / \
Iii Ilz ((p{'~ ~ ~I \"I(~~~ ~ I ~I: ~!~;:F LAND5UCA;:;BUFF~;W~Lt If w~ ~,"~~2:<r 23- If ~: :'"~ ,.~ ~ ~w~ '\~~~~. __~ 22 _~' ". \/
1 , "" "'''''''' ""',,,...,,,,"'''',,,, "'''WQ~''''''''''''''''''~ rn .;;..;;. ,,-Y --
II ~Jrl I'~~ ".c",.: .--22- - - -- -- - ~:- -- --'
~...&... 1.11X_
i 1 y-- __ -\-
!l ~ _../- - .-"-v \ \
if eJ:: z :,i:~:~; ';, / · ~"" · A "~('- \. ~~ f ~ -- N ~ /8~~~~~__ -- ~ 4:'// .( 'C \;
II ./"' I I \
I, ;", 2:1 / / - - / CONTROL STRUCTURE / / \ I
i ~ FF=25.25 ~ y / (SEE DETAIL ON / .-- -~' ~- \
11 ~!; Ii ~ ~~: ~ o~ ~' -'fi ~ t a!~\ ~ ~ 7 D~ __ b A'\ ~ h~/< :~_"V;HE8\~~___2~-- ) ,) Jf; ---~f
II ::\ _ \, ~ ~~~~ ~'!\r ~ _M): ~ (U_/~j ~ I ~~_/--- ~~~~'~\~_:f~I~~~~~;~: \ _V-J ~// / ") 116 ~ // "'; / / \_
J l' ~ ~;/) J?-,,~ -t,#1.7ax..-~ ~: ~??r-~ !2:4-:nuA, ~ ." -- --XQ..-~~~~ _J / 18 ~ 4'" , -~\
'I cb :: l' L> :6?~"'j j CP=2.A~ ~~ ~-\ I ~~<~- ~ ~;-t- ;---------~~~~<~ -~:=- ~; 1 \. \ /'1/' ~ - -/z~ ......~ ::~~vW!"'lQ,,,6\
:: :~' ~'~p vm~h OQ~ i! ~ .., ~I r) I I ,,) it: "'. ~8; ~"'- _... . rls ,'., (/',;' '.,.',. I:::. "" "" - 2;~ ......-: ~ ~ / /., ~AlII...~,,,.. '" / g:''\ ...;;;: \.'j
~<'i~'w~'dt:? ~v~~ '- ~ ~ ~~'/ ~ ' " '
<""n' ,E...., > S - - _ ~"'~ - ___ -22 21.... ~~ "":;",,.. ,\. .A'~""\t.,."~", 1),f' ('~"'rq-;; .: ),
tU0V ~'~f!,j~'.,15,....c.~..., ':""':,4-.':':,),1 ~ ~ '~... ~i~./"'(L:"'~~'~!Yf ' ~__/I,' ~,~. '01 - - -- :.....,.".,.,:.,.:..,::~.".:.::,..;.',~:'.~.:,....~Ao.....,.....,....,. ..'.,':,'.........,.':.(Q...D...~:_m1..'g)/'-')/."'~'~........~..'7-,l-:::." '~ '. ^~.. A& " r: <.,"::...::~<>\.,,:"'<(~.~~<::'...~:<::<:. ,~"h,,?' !
/ --- __ J _ _ / / ",.K.~ " ., .\.'..\......,,< "...\...\......". \0"\.:,"'.<",,......,<.""\\\':\. "'\.~ - _ ...., ...~\.. '" \ ~ ............,. ..'~ \.....,(.\, .'\.'\'.'(....<:\: I 1
~ ....tA .. I I:> L - - - - -- -- ....... \, "0, "\ ". ...,''<...\\ '" \~ , ....", \...~<. "'\. '\," \. \.. '" .".(\~.\.""\, ~ " '"'i,..,. 1'\" ...~. "" \" '\ \" '\. \'. '" ",.\.....\, ..\,J\.......~\,.\ \ '~~ EN DWALL "'N D I
( '. 'A.2-,A. " \. '. '. , ,,<'\., ~""" '<. '.''''' ".' ..' ., , > "" <\'\. '\ '\, '\ \. \, \..;\. \ '.', <<< ""'" 8 I
;~," CD II , '. '\..'J['\"\ \. 0" '...., \.,..... "'..'" " ~"<.' ...." \. "'~'\ \. " " . , \, ....., \. \xl',.'\ \ , <.\. "\ ......... \., \.. \,1\ '\... '\ ~ ......:.' ~ AFFLES ~ER FDOT
~ '\ ,'<'", '. ""'" , ',.>.. ",.... ..::... ' , <. " ......... .... ':;;. " '........ '. ',..........,,'. .... ',.!'" " '>,;,;,;,; #
-- Il I I 1 ~ I)., '-- - - - - ' '~'" .... "" . .....~ "'..... '., . \., :o,.-J..:X... ., ~ \.,2,.~, " "'" '.., "" "'" '., ::<"\ ""< ' .'...... \.. , '\. ", iii'" ....... <. . INDEX 61 i
PUD D :: . I: I "':1:.. ~ - . - - \ -f- - 6- "\ FF 25 25 ",;,,". ~ -,....' " - - - - - - , 'v',-,\i"";', ...., '....".,.. ".' ~.~' '. .... ' , . , 'T-\~. ~.....~~, ..." "'" '. '.,:: "'" '\ ',.,~ '/- L() t \.
: ..... II If Ii i / - ~-t-~ - - - -.JVV- \ (\ - - _ ~ \P\ -- --- = J ",:~ - - - - - 0"'.A\ '. .,~'<..." ..::~::::~ =eN: -' ,.."". ~ -=...-.;: J.?1 ": INV 16.80,
! i J / I " " ..., ,~ \. ',..... '\ \ * \ '...<, "EO. :",'..:: N
:: , ' II 1 _s \ ~ .., ~ '.~:' -., 1R.......... ., \ \ ,\ \, .... \. '\ .......:,., :', :: \ an
ii i: I. I'" ,~.u. '~~";", :-,~': - FF:26.5G/v.... ~~ LOOlE .~ ~; - ~'~= ;- - ~~~~~~ L +:~'~~ -_..~~--=~~~~ 7/ ~~~:~'S0~. .~...t;j,,^ N \,' ~
i.' Ii :~J, ~~:'~;>eJ }J"E"':" /'l-V/ ~ ~ j ~ ~ "W.~I ARCHpITLAECNTSURAL) Ji5~.;.:,~...'~" ~~ y /~20 , ,,~~~'\%:x N \ , .Al' .1
11 II J ~ . ./ ~' ~ fIt..7lfl I',.~ '-- ..ftt15"'t~ I ~ ~ '\ '4" "., , ',\. "~',.. ~'......... \. '" \~ \ II N Q'. '"" r \ \
' :: iii1: iii / ~~ ""/-- ;- · F- ~ "' .~~ ~m, ~'i 7';?'H_~ \'" \\~\\~~'\"i E:-==~~~ii.'!i!f I "'<ILti!! \~';';I ""I.
~i.: 11 ~li!!'!::'!11 ih''''~~ ". / ~/ ~I\~.'~ H,~~~~-'~hhHh,~,::::h/....l...:.::,",,~,h::.:...........'...............~~c ~ci$ ~..~~:h...:::.:..::::III,.,11 SP-ECIAL;/pAVING-J t ;. / ,.,' ~',.~ <'~'\">"-:"",<\"~,,,,,~,,,,~,\"..,.\...., \ I.1ErAilltt:RElSEE ......1 ....1 7. tij~... . h/'~>~..~
I! " I 'D >, /h ~I , \ \ '- \:" \ , ,. . " \ ". \ \ ng~t(SlSIN ST'l.JD't" ., ,Y, I \ I' t '/................./..........)& 2,
I~ ~ -J ' r: ./"' . , ". , "'" \.. " ,....\.,.... "'. '..... \ "" <../"' \~'~ ~\ · I . II D{, 7 \
II ld~ II / I ~ ~ :: \ . ( ..,.... ..~4:l7D. ~ DETAIL~ ON - _./"' .' :.~.,.<><:. '" ," '~>< . ~ ~0-': -.-:: ~~. ~ ., t . ..1 . II H .J'X' ..: ".</
ii ill!, / . I \... ~ : ~......~ ; I: l..I 7-~' "; ARCHjJECTURAL ~ '@~ _ ~\: .... .....~~.. '.. \ \ ~~~:';~I I... :....1 :1"lj~fk.X .';);~r
!! Ill';:: (\ . 11J"~-O~1 ~~II ~ o.~<:x___ _,: \\ ~ PLA/~./"'~ ~;\~>..~~~:,:i:'::!::.. :~l~.~.... \ \ ~---------- L2!~~~7. ...-" ~;?l/.Ir;~~~~~.................;~.....~.~(......................~JJ.......
II ' '!ifJ - ~ ..... ""'" ~ - ~ /~' ," / _I"F =25.25 ,:: \ L . " "" . ,t!. .- - -.~- . - ",,:1.:& ~"l'l-."'.,xx~~:..l
: i :: i' ! I I' M "\-- ~-~~~ ~~-~-;~:\---~ # """-- i-III! _I:!;E-r ~",t .,.~. "'f... / /.:';~~ ~~i? 1 _,~" ',~~.: ~,$:;b '. . \ \ \ - - - <? ~, 'CC:( ~Jl~~J~l,..c.....,.")...i...~).........>..................~'........~~:..... ......x......,....x...,.,.~: .f(]xVG{r)fl
~.' i .. / r I I'V'I .... / ~-Z"";.'~f":~"'T. '. .,....:.li:,:....'. ~ :-.1 ' , ' \" ... ..""" 'L~ ,,'.'J ..~,- ,,:'. ',',"
t "I ,:1: ::' I~ I :: ( > : : . i, . : ;'.':.' /" .. ., , - , f , "icv' \' ,\' l .J ~lMf?ACU v:,\ . .,.. .,,' I
1 ': I ~ ' ) > .. I: ,;-:. / I I riJ. .JI ~=,' " \.,:,......\..', \"U:t\::itE":EAlNIIG. WE -19- \ .... WEJ1AN~AREI~ts;.- . I'
> I : Ii ji : ~ / ;~i~ ':9-.ft- ~ _ _ j ~ _ N1" b A,') _ _ - ~ - .I / / / / - - - 'A,/""iK. JJ2J, , :::~ ' ~~li.lj;lj ~L \.. '. .....08^&17.0 1~~2: - >i.~~.'><Jl~ ..'
~~lE';'_.' II / / .....~."""..m..~~. /~.~:'U __..~ nl~; v:~~_ ~~ ~~,,:.:: ~ ,.,/ I ..... .:' /.'~J ' ~,(..~ ' , \ ,. \' '3~ iN . 1\ : .' .,~ !i~~~.. I "'eX: ""7""'$ #'A
:', .... ~, ---- L.L. -'--- _ ~ _ ./"'./"' ~./"' / / r ~"l,: ~ ......",\ "<..,,'\,.\ ~t)NIMe_1 *.). ... :.: .:g~lL():N~~ER Fn~M~: c )x7/~~ ..,y kH)
· , ~ I I ......... ..... ~ V ~ . I:'t,~ .~~~ a:::; __-FF:;-25.25 ~/ FF=25.25-/ :/.", ", ~&' ."..' ....>..\<.'.~"\..:..'... WETl..ANnl:::'.lftEli ..N'. . ,- -~ .'. ...... ,'SAMet] _2BI90135E.X.l'~:JICi1.~0Jif p::..
'y< ':: ~ __ - r I -, . ~./"' / '.r.' ~'r;A, \, ,'\...,'\.>., ..:;,'.,:/":'.. .. N / ....... ..', .?\.' ..'. ?:'1~' ~.%fu;i?f'7ij I
if">>, . '~J I 'J ~ I: . '. / -- ' /- , '"\.'.. . , ".,... ." / .. .. ..........:1.. 11rd?ITb . II ' .. . ....
& ~~~L8U~NU~~~ : ~~ JM ...Jj~ ::: ~~~ T"/ / j/- \ ~ f ~ ",::::,:\,~,'j.:t "" / '. Nj'l.ll.l[i~l .
. -DO "~~EX '#300.\ ,! 11 ~~~ .I~ /i/\,._T/:h:. ~~:).I)V' ~~I~./ \ \ ~Jj~ ~~) ,\~'\<'::::" ~"" ..... .'r,'.IY......... ",/ tz/~i/t\;I~..~. ..
, '. : "~ :< ~ I fl r . _rwJ_~ (nD 9~ A..L ~..m \ ,:~'~ -, -;;:07"-:J ~ -j ./ ';-,:'" )...:::...1 II"';{ '. " \ '\"........ \.'........\ '. ': ' "t" "'" l.j;~,.,:" : / .,.,.,.,.,., 'I>,t: 'f ~ "
I,' · .~~. :i!~'~~~ ~m_:'~\~ ~-~~~~ -~ L' ~~,~' ~~.' ~I -~~}: "'--" .~~~~~~ ~
" I . ~ l' ~_ \ ,-<'.... , / ',. .- "\. \." .\ .N ~" "'" /:;"J'~
CU~O~UTN:~P#tJ:' I~ II /"tCP~25:61\ '''" '''" / -. :;. ..-: 5 - \ N~7"OO'49"W 822.36\ (C) -- - -- -~----~-=--=--=--=----=--=--=--=--=- -~ /
DqTAIL CfR~J qr~.~;;;; ~~l( ~:~~~ :i::~~\ . ",,~ ') / ~D // A-1 """ \ ~;~~E -~~~~RI~~I~~M
il Ju rvp .~rl III vww =rull of dirt '" '1-' ,:/ c;! @ ./) &." <l (SEE LANDSCAPE
! I I. ,. . I I ~Lf '\ \co '-.... EXISTING BUFFER PLAN FOR LOCATION) n
I .... t. ~ ~ 434 ~ .\.I\J~lp~ALK ~1 .aAX. l., 3:1 MAX. SLOPES ~ -.a MI__
II 0 ~ Ii ,I. d I 0 ~ ~\'IJ)(~A' "I/(' )( :A~~Y<<~:A~~ -.1%...... CONCRETE I ......
Itl Q..Q ~ QQ.. ~ SIDEWALK
r- COLt SOD POND SIDE SLOPES r- as
10' 1 DOWN TO ELEVATION 16.00 10' SECTlON B-B
MAl NT. MAl NT. ~ /.::\ BOUNDARY aRADlNG
: BERM 28' 20' VARIES 20' 28' BERM 0 ~
N.T.S.
~~
1 i
1
I
0'
~
SCALE:
1" =
40
I
/
/
(
.~
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lYPE "0" CURB
/1 1/2 II lYPE ..: III ASPHA
I ...... 2II.J!!. .f.f
. .1":\
12" STABLlZEO SUB-BASE
FBV=75 PSI
COMPACTED TO 98"
MAX. DENSIlY PER
MODIFIED PROCTOR
TYPICAL ROAD SECTION
N.T.S.
A
~
It
RETAINING WALL ~ _ L
(~. ~:~~::), "'; 'II 1 '
ASPHALT ~,
DRIVE ~. ~ :.~ ,...--SILT FENCE - 6"LINE
J ~ ~~ I. FROM PROPERTY
~~ ...~ v--VARIES
TYPE "D" CURB ~ :~::)( ~ ~ " EXIST. GROUND
"':/' / ~1~>>>~~~~~1.....~~<:
. ~>>~~'\."0~~
'<. ,'<. ,"<<...."<
RETAINING WALL SECTlON D-D
N.T.S.
6
SECTlON c-c
BUFFER GRADING
N.T.S.
wswr EL 18.0 , 111::-: =~;~o /W S I 20 lIll lS.J 1
VARIES
10" STABILIZED UBGRADE
FBV= 75 PSI
COMPACTED TO 98X
MAX. DENSITY PER
MODIFIED PROCTOR
ff.
30' BUFFER AREA
6' BUFFER WALL
6"xB" DRAINAGE SLOT
.,,: MATCH EXISTING GRADE .\ ~.
~y. , '7' . . ' FXI~T r,BnUNn ~. /.(,
~.>>~);: ~"'"A' ' ->;''' >;''' .". '"'.~~t~\.,,~:. '''0"\.'' '1<;..~ 1<;..' >S;" ",," . X' ~
'<~~~~ :. ~~~~~0:~~~0:~<<'1.....'0<.~~~1.....~~~1.....~~
j~,.::- .;. , .' *~';;;I/);;/>>j/.i!:'~./-'7/");>>'>>/~)Y/).Y"^yA 7~ 7'>-: 7A /-;;.v',;
lYPE "D"
CURB
ASPHALT
10. STABILIZED
SUBGRADE
8" WATER
SECTlON A-A
POND SEC110N
N.T.S.
LEGEND
-4
PROPERTY LINE
SI L T FENCE
CENTERLINE
EXISTING FENCE
EXISTING EDGE OF PAVEMENT
PROPOSED TYPE "D" CURB
PROPOSED TYPE "F" CURB & GUTTER
PROPOSED DRAINAGE PIPES
PROPOSED GRADING BREAK LINE
PROPOSED DRAINAGE INLET
DRAINAGE FLOW DIRECTION
PROPOSED SPOT ELEVATION
TOP OF SIDEWALK SPOT ELEVATION
EDGE OF PAVEMENT SPOT ELEVATION
EXIST. SPOT ELEVATION
MITERED END SECTION
INVERT
REINFORCED CONCRETE PIPE
HIGH POINT
LINEAR FEET
ZONING CLASSIFICATION
SF
80
I
40'
-------
GB
------------
sm
~
\
\
\
\@
\
~
~
~
-\-"10.17
MES
INV.
RCP
HP
WETLAND AREA
25' WETLAND
BUFFER AREA
81~ LEGEND AND STRIPING NOTES
1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH
A 4" WHITE STRIPE.
2. SEE DETAILS FOR HANDICAP PARKING.
3. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE.
SIGNS
NO TEXT OR SYMBOL SIZE
R 1 -1 STOP 30"x30"
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
NOTES
1. ALL CURB RADII TO BE 3 FEET UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING
TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS. WHICHEVER
IS MORE RESTRICTIVE.
STORM DRAlNAnI= STRUCl\JRE SCHEDlJI 1=
STRUCTURE RIt.4/
10 STRUCTURE TYPE TOP NORTH
26.12
INV
SOUTH
16.73
EAST
WEST
0-1
TYPE 'c' INLET (FOOT INDEX 1232)
TYPE 'c' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
t.4.E.S. (FOOT INDEX 1272)
TYPE 'c' INLET (FOOT INDEX 1232)
TYPE 'C' INLET (FOOT INDEX 1232)
TYPE 'c' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
TYPE '0' INLET (FOOT INDEX 1232)
t.4.E.S. (FOOT INDEX 1272)
15.00
0-2
24.03
24.06
23.20
1 6.14
1 6. 14
16.14
0-3
15.81
15.81
0-4
15.41
15.41
0-5
15.00
0-6
24.51
23.77
23.20
23.20
23.20
23.20
23.20
17.39
1 6.52
2
0-7
0-8
0-9
16.70
17.05
16.70
17.05
0-10
16.08
1 6.08
15.68
15.68
15.26
0-11
0-12
15.26
0-13
en
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SAW CUT
. . ....u.cURB.. ...
DELINEATOR ..(Yj/W)
PROPOSED
..L
PROPOSED
REMOVE EXISTING SIDEWALK
AND CONNECT TO
PROPOSEO...~NTRY WITH
C~~~ ~~6T R,~~~i ~rr62. ...
DETAIL CR21.
SAW 'CUT
CURB...........
.. ....
SAW ~.~~ ~..
CURB
i SAW CUT EDGE
"""OF"'TRAVEL LANE TO
REMOVE EDGE LINE.
BASE TO REMAIN
RS'
...... ....... ....L./...<......,.!'::.:::::::::::........
..........S........
'.-.-.-.-.-.-.-. ...........-........
REMOVE- ---
SHOULDER REMOVE
PAVEMENT EXISTING
CURB
--u.u.a.:...C>~
...3....V AlLEY'GUTTER.PER
FDOT IND X 300 R35'~""
...R35'..
THERMOPLASTIC STRIPING
PER FDOT INDEX 17346
EXISTING
..........u_...___.__._.._............u........
--
......--..-----........
-~
(A/G)
SAW CUT 1
CURB
PROPOSED SIGNS
R3-5R
SAW CUT
::::::CURS:::
.. Tll1T ...... ......
........ CURB.. RETURNS PER
- -=..-=..- ~..--=..-;...Jl?9T..INDEX ....300
'\
'\
'\
'\
'\
'\
m
NOTES
1 . ALL STRUCTURES. PIPE AND OTHER CONSTRUCTION IN PUBLIC
RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST
APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN STANDARDS AND THE CITY OF WINTER
SPRINGS LOC.
2. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS TO
WORK IN FDOT RIGHT-OF-WAY.
3. RELOCATION OF EXISTING IRRIGATION AND LANDSCAPING TO BE
COORDINATED WITH. AND APPROVED BY, THE CllY OF WINTER
SPRINGS.
J
II
KEY MAP
STATE ROAD 434
........~..................
.......
- - "...... .--
- ---------..~.._.-.~..._-~
"-.
'"
THERMORlASTIC STRIPING
PER FDO~INDEX 17346
'\
'\
II
I -t-~J
.....f- ~r~t~~J;~g:~~~~~AL T
BASE TO REMAIN
~.....~
.~._---~....._...~....
........ ';,;;,;a;"'"
..........................~..........
................._--.-...-.--
. .............-.
N
PROPOSED 2'
PAVED SHOULDER
:,. '\
'\
.'.' ..
\
'\
'\
,---+"
4. .
'<f"" .:
II:' II
N.T.S.
DIRECTIONS ARROWS PER
FDOT INDEX 17346
REMOVE EXIST.
SHOULDER PAVEMENT
REMOVE EXISTING SIDEWALK
AND CONNECT TO
PROPOSED ENTRY WITH
CURB CUT RAMPS (TYP.)
PER FDOT INDEX #304,
DETAIL CR21.
SF ~..t.
." .
":.4"
(-.......... it.:
..........
I I 1 ~~~
\
?;.x:~
~-::
I
Future Curb And
Gutter Construcfjon
~ f--zo' ,t:? Or As Shown On Plans
~
Nc ."
. ~ Exp. Jotnt
;_~:,;"~ :-A
f'- LA
L7C
-JG Va/fey Gutter
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>Ie When used on high side of roodvYoys. the cross slope of the
gu1te~ S!"c/J rr',atch t~e cross siDpe of the adJacent povement.
TIle tMc;ness of the jjp shOii be 611, unless otherwise shown
on plans,
VALLEY GUTTER
FDOT INDEX #300
ONlY
GORE OUT ENTRY
PER FDOT STRIPING
STANDARDS
INDEX NO. 17346
,::...
.......~.R.E:M.6vE......EXISf.
TYPE "E" CURB
FLOW
AREA
3' VALLEY GUTTER PER
FDOT INDEX 300
rr----l
PROPOSED SIGNS
SAW~CUT
EXISTING CURB
...........
h............ C.URB,RETUR.NS ,PER...........
... ....... ... FOOT "INDEX" 300'.
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BASE TO REMAIN
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2 - 3 1/2" lYPE S-1 STRUCTURAL COURSE
3* - 1 a" L1MEROCK BASE
4 - 12" STABILIZED SUBGRADE
* NOTE:
IF ASPHALT BASE HAS BEEN USED ON S.R. 434,
BASE MUST BE 7-1/2" OF ABC-III 6
PAVEMENT SECTION
LEGEND
~
PROPERTY LINE
CENTERLINE
EXISTING EDGE OF PAVEMENT
PROPOSED TYPE liD" CURB
PROPOSED lYPE "F" CURB & GUTTER
DRAINAGE FLOW DIRECTION
CURB RADIUS
TRAFFIC FLOW DIRECTION
R10'
.
SIaN LEGEND + STRIPING NOTES
1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH
A 4" WHITE STRIPE.
2. lYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE.
SIGNS
NO TEXT OR SYMBOL SIZE
R1-1 STOP 30"x30"
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
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I STCDNE CABLE CIRCLE //'/ ~ / _ N n v LO ". . . ,\,',
~ "1"" . /; .' , p~/~;;; ~ff.1" WATER SERVICE ~ I ~Xlsl 15' UTILITY I I I I I . \
-c E:> ~__:.-:'~~. /-<:5-......: j wi METERS & (f) Jr. ~ /' . .
~M'A-IEN~~~~~ ~~~~~~r ~~~~woor-~~--~---r~~~~~_- -- -
1/ 11.';-- I WATER U _ rr .... ll> ll> ll>ll> W W ~ ll> ll> '" - -", ll> ll> ~___~
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" I . ......... .J ~ .. ,,/, LATERAL 0 2.80% I , 90' ~ j <:~
"~;k .. -----J- ~~ J ' , ,/ BE~ D~ 16 ".
", ....... I (~~96~) -0 8~.~i ...,.",..,1' '.' j[;_~,/,r-INV, 21.25. I'" ) 18~' I
: - ~ Z;}.. ....;..~.~SAN.."M!W.llAR..:>J:OOY.:~STO~R'~C=N-G~ ~f:..Z ~ .....r co fj c..'.' 1". ~~~~~IC~ ./.J. 23"""i, /
J ;,,,,,, 1"). ex. M IW"" , ~ "- << BACKFt~OW ~EVENTEIR ~ AP/! 5i!I
. /.../;, . .,.....v ::" BOTTOM OF SANITARY PIPE: 18.95 20 LF: - ft DIP f','! ..... ., r
:,', I ......-,' · TOP OF STORM PIPE: 17 ,g~ ....~ @i, 0.30% ~ .;;". '" 0... '\ '. .-' ' '\j ~ :0' ~ ~
I~~~l ~~;;X;g:;;~;~1 ~c _ cr AT'~ TORI.rPlPnElC" _.~ _ -" ! r c' <>," , ~S'{~;1',~:~; ,y"" ~ BEND - ;
. I 11___ " "00 J . '-, ,,\";. .: I' 9: ,~" ~ ~ '0 ... .. ., . . . ~
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III I .. I '''11 I Z~ , ,; ,~/ ',' / ~~~ ',.1i2lflU ....
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l . I " ~;> a.. "....~~~..;:. /i"'''' .;.:' . ,~,<\,.,,~<..........7<<: nuu~;~i;i:..:;~y~V~
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. ",.I."j l , f.",: <0 <::). r ,.:"~", ".......> <\, <,\ . :. .:;:.y. .
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: ::. ::.::...! I "SANITARY & STORM CROSSING ~ PROPOSED 750 GAL. ". , ;,/.;;/X ~l~ 0 f ~ /-/d/" .' ":..~~~\~>,::<~<:,, WErLlNB .._ '.
. . I ~ BOlTOU OF SANITARY PIPE: 20.09 ..~ I ~ 62 LF _ 6- PVC GREASE TRAP ;;".. ~. :{ ;. ~~,;"/ / ~ ,.,. , .~"~~"~ <><> '<" .'
..:....:.~:./) ., TOP OF STg~~~~~: 1~~; ...\ -- I j/ \~TERAL 0 0.56X INV. 20.66 ~:.. ~ '~,,' 6 <0 "'. <<~:.<~:""',> ">':1~I.. BEND.
I >" ,< ' l;ROSSlNG CAtCUtATlONS REFlECT (\ INV. 20,73 INV. 21.12 /' ~ , '. \'\-\\ " ~ \, . ... . .
I
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l :.:...~.~.~~...~.....;:;~.,.!,~~::~"~:.,~.,.~~..,'.~:,?~~ . .. . INVWtlO.41S _~~~~o~~12.,~' .:~ .'.,~W\' , .~l1._E+.4BL~.
: ,::<' I '-EXISTING 8' FLORIDAL~ 20' LF - 8- DIP 90. BEND~ '\..~ V N0700' 49"W 822.36' (C)
: ::;i.;:....:. I' POWER EASEMENT 0 0.40% 1 "WATER SERVICES 9eT BENDS-
.:;:(9d~1 B" STUBOUT & STUB OUT FOR 10 LF - 8. PVC wi UITERS & 1" TAPPING
j:j I II RELOCATED PLUG FOR PROPERTY TO WEST...J (C-900) 0 0.40% BAC K FLOW SADDLE &
" I' POWER POLE PROPERlY TO WEST I NY. 20.18 PREVENTERS @ VM..VE
I
II' I I
~ i I i I
(1" IRRIGATION CONNECTION....:...~;
TO BE RECLAIMED WATER .: : . : '.: . (
ON EAST SIDE OF STONE . ..
GABLE CIRCLE (SEE
I IRRIGATION PLANS)
1 :&- - - - w- - - -
I
STONE GABLE PLAT
PB 54 PG 7614
TRACT C
(STORMWATER MGMT AREA)
,u i
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;:~:~
CORE DRILL AND
CONNECI I~
EXISTI rqc-SAN IT ARY
SEWER MANHOLE
INV 14.72
-
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l.)NIMF>AO'fED
WE+l.AN[)r IREA
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fA
SANITARY SEWER STRUCTURE SCHEDULE
fA
STRUCTURE
ID
SS-1
SS-2
SS-3
SS-4
INV
SOUTH EAST
WEST
NORTH
RIM
23.00
24.30
14.84
14.94
15.99
NOTES
1.5.89
24.87
17.01
17.11
25.18
1 8.84
18.84
17.44
1 8.84
SS-5
24.70
19.51
19.51
19.41
19.51
SS-6
23.33
20.06
19.96
20.06
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SCALE: 1" = 40'
LEClEND
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EXISTING CHECK VALVE
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EXISTING FIRE HYDRANT
EXISTING REDUCER
EXISTING BLOWOFF
EXISTING WATER METER
EXISTING SANITARY MANHOLE
EXISTING SANITARY CLEANOUT
EXISTING WATER MAIN
EXISTING SANITARY MAIN
EXISTING OVER HEAD WIRES
EXISTING GAS LINE
EXISTING BURIED CABLE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED CLEANOUT - CO
PROPOSED GATE VALVE - GV
PROPOSED FIRE HYDRANT ASSEMBLY - FH
PROPOSED REDUCER
PROPOSED BLOWOFF - BO
PROPOSED WATER METER - WM
PROPOSED SANITARY MANHOLE - MH
PROPOSED BACKFLOW PREVENTER
FIRE DEPARTMENT CONNECTION (FDC)
POINT OF SERVICE
REDUCED PRESSURE ZONE -
BACKFLOW PREVENTER
PROPOSED STRUCTURE NUMBER
INVERT
LINEAR FEET
ZONING CLASSIFICATION
WETLAND AREA
15' WETLAND BUFFER AREA
I
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135- MINIMUM ANGLE BETWEEN
IN-FLOW AND OUT-FLOW OF
EXISTING MANHOLE
SANITARY SEWER CONNECTION
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1. A 10' EASEMENT CENTERED ON THE POTABLE WATER LINE
SHALL BE PROVIDED. EASEMENT TO BE ESTABLISHED
AFTER UTILITY LOCATIONS HAVE BEEN AS-BUILT.
2. SANITARY SEWER MAINS MUST BE VIDEOED AND THE RESULTS
SUBMITTED TO THE CITY PRIOR TO CERTIFICATION
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10'
STANDARD
STALL
TYPICAL PARK STALL
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"<1.. .'. .. "'~ .. <10 ........~..EXPANSION JOINT'<I
· <I~ '~",,:: · .:' .... <I .1/2"PREFORMED~'
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~ ':a. .: .. e. <I ,o. 1 . (ALL AROUND).4 .~o
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4.
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..1,5' STD ..I,.
4'
TACTILE SURFACES SHALL BE CONSTRUCTED BY
TEXTURING TO A DEPTH NOT EXCEEDING 1/a"
BY USE OF A TAMP OR ROLLER FABRICATED
WITH AN IMPRINT SURFACE OF EITHER 1" MESH
0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL
CRIMP), #6 EXPANDED METAL (STANDARD) OR
3 LB. EXPANDED METAL GRATING.
~ 0 ....~ . ~ ..f.~~ P
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HANDICAPPED BAMP
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PC OR PT OF RADIUS RETURN
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EDGE OF I
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EXSITING PAVEMENT
SAW CUT CLEAN EDGE,
STRIP BACK EXISTING
ASPHALT & ROCK BASE
AS SHOWN & MATCH
EXISTING PAVEMENT
12" MIN.
PROPOSED
ASHPAL T
PAVEMENT
I PROPOSED ASPHALT
\ PAVEMENT
m~~~~v
. EXISTlN~ SUBGRADE . ~"
.... .... ... .....~~
~. '--'-'--'--'-.: . ~ . . ~ - - -
CONNECTION DETAIL
AT EXISJINQ ASPHALT PAYBAENTB
18"
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17
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FINE UP TO 1250.00
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~ PARKING SPACE
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STEEL POLE
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I FINISH GRADE
A+-.
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13'-4" / /_ I 1 15 VERT IN CONC
12'-0" / /
8.." /"" /. 8."
r-~ -f-- ~- ~ -f-- (TYP 4 PLACES)
I'"" ~ r-- ....,.. · · _J /-: :'"r ...,.
,~ I + I ~rr - - 0_, ll'r '/sro FINISH
r~.25O en ~~ ~ (To MATCH BUILDINGS)
... I PAINTED TO rr-
1 ~ MATCH BUILD.__ --l FTG 16"W X 10"0
-/ (' .._ __ 1/ W/2 15 CONT
1-1- L :i6~~~~~ J , H- r
," 1 -; " 1 1'-8. SPLIT FLUTEO CONe
I~! ll~
~~~
A.J
-
"4 . .,
." .. .
~ . 0
'<1
4
A
~~
.~ . ~ ~',
... ...,
CONCRETE"" ;'.. .1 ".. ;".
, 0" . '. . .
." k' .
or-
FILLED BLOCK CELL
~
ex>
~
o
I 0 8- BLOCK
'===0 WALL
I ;,- CONC
HINGE~I~rl FILLED
> :.J 4")(4"x1/2-
METAL ANGLE
W/WELDED
1/2- STUD
60 -6")(60 METAl
GATE
.. "A
. ."U ,,o.
," .d .. .'"
... -<L"
A 0
". ....11 .d
;.,.,
.
co ·
I 0
ex, ~
L 0.91' .1
,
~AP SIGN
.
NOTE:
1. DUMPSTER GATE TO BE SCH. 40 GAlV. POST .
GATE WITH PVC SLATES. PROVIDE GATE LOCKING
PINS WITH PROVISIONS FOR PAD LOCK.
HCSGfLDC.DWG 011/18/15 NTS
2. REFER TO ARCH. PLANS FOR COLOR SCHEMATIC
OF 8" CONCRETE BLOCK.
3. DUMPSTER ENCLOSURES SHALL COMPLY WITH
WINTER SPRINGS CODE SEC.20-473(C).
/ ASPHALTIC PAVEMENT I
8'-8"
FOOT
I / UNlU BLOCK 4- . PIPE
V BUMPE
~1-15 VERT IN EACH ~
4" . CONC FIlLED 6." ~........... FILLED BLOCK CELL
PIPE BUMPER 40 HIGH .__roo- -+-. . ....
SET 36- BElOW GRADE ......" ! 0 I. "
IN FOOTING 0.1 , 'A. _
15 DOWElS X 30" LG I l' co .' I 1"
rW/10- HOOK. ~':..t.l,...- ~:!:~---~'8- CONC BLOCK co. '_
/ EA FIlLED CELL Xl' I ~ I ~"
./ --,. -....'''". 'NI I' ;." '. ,f
., '.. {J.'..
1-- - - - -/- - -+ - .J...I; ';:rN . _~: F
6- CONCRETE SLAB / 1& co ' .. . .
W/6x6-W1 .4xW1.4 -/ ~ I ~ 12" . I
2-15 (CONT)
SECTION A-A
CONC FOOlER
I
~~~
J~/~lf~
ASPHALT
NORMAL
1.5"
DUMpso.'cR/BECYCLE ENCLOSURE
-
FOOT SECTION
3.5"
TYPE S-1 ASPHALTIC
CONCRETE SURFACE COURSE
- --
--v--....,--v---v--...,. ~ ~ "V'
MATCH EXISTING PAVEMENT SECTION
INCLUDING 1" OF FRICTION COURSE FC-3.
CONTRACTOR HAS OPTION TO USE
BLACK BASE ABC-III IN LIEU OF BASE
AND SUBGRADE.
-^-- .A.----^"-.-.A --^-^- ..A..-./"-
EDGE OF TRAVEL WAY \
"STOP" BAR TO BE PLACED
6' FROM EDGE OF TRAVELED WAY,
UNLESS SHOWN OTHERWISE.
~
ALTERNATE
BASE
a"
L1MEROCK BASE MIN. LBR 40
COMPACTED TO 9a% OF THE
MODIFIED PROCTOR.
a" SOIL CEMENT COMPACTED TO
98% OF THE MODIFIED PROCTOR.
()
-'
to
BASE
a"
SUB-GRADE 12"
12" COMPACTED SUB-GRADE MIN. 98%
MAX. DENSITY MSHTO (T -1aO).
FBV OF 75
"STOP" BAR SHALL BE 1 a. WIDE AND 2'
12' FOOT LONG, OR AS SHOWN, __
WHITE REFLECTORIZED PAINT.
(SEE PlAN VIEW FOR LOCATIONS)
SIGNAGE
JYPICAL PAVEMENT SEC110N
IN !RUCK PA TIi AREAS
STOP BAR DETAIL WITH SlQNAQE
"NO PARKING FIRE LANE" LEITERING SHALL BE
24" SQUARE WITH 6" SPACE BETWEEN LETTERS.
THE WORDING SHALL BE 12" CLEAR OF LANE
DEUNEATlDN STRIPING ANO 45' STRtPING. ~
BUILDING _ ~
~ 6.
.
...
STRUCK JOINT~
SLOPE
.
.. U .'. . '<1'.
'.~'S'-:-,"::,-, ~"T"~.\, .~
. <I
ROUND EDGE
3"
B[~~~~{t~~{{i0t
~ 4" saUD WHITE W
LANE DEUNEATlON STRIP.
t. .' .
I
co
1 ~~.~.. ~j'.'~"'~: \. ~ 0
1 . .
11. ..... .:.
11 6" ~
CONCRETE SIDEWALK J I I
WITH 6x6 W1.4xW1.4
(}
#4 - REBAR CONTINUOUS
STOP @ EACH SIDE OF CJ'S
FIRE LANE Lt: I I t:RlNQ DETAIL
INIEGRAL CURB and SIDEWALK
............
..........~
"0 ~~
s'(o'; Of:" ~{..
~/e-~J?9 ..........
r---
-- -
DIMENSIONS SHOWN ARE TO
EDGE OF PAVEMENT
CJ)
.....=
z
a"
_ 6"
-/
.. ~~
~.
14 4.. .<l 4
, ASPHALTIC PAVEMENT
w
~
c
--
~ 'J~\~ -- --
S\..O~ --
--
II
to
NOTE:
EXPANSION JOINT TO BE
INSTALLED WHERE CONCRETE
ABUTS CURB.
I:
CXl
.",
"'.
'4
4'.
1
)
'4 __
.. ...t1 ~~~%Y//~
.. ~~~~~~~
~ 4", BASE <~~~~~~
r- .. 4" ~~~~~~
· 12" I 8"/ 12- ~~~~~~
"', I I ~~~~~<<;,
-f---- /(Y AY/(Y'AY ~Y A'YO A.:--'A'Y /' '.:--''' /Y ~, ,y" /y ~~~~~~\>%'\
~~~~~. ,,,< . ,,,< ,,,<. '''<A''</.'~~'\V,,<<<<<<<<<<<<<<<<<<~
~ A~~~~ SUB-GRADE ~~~~~~~~~"0
L f/>>Y~~~/~~~/~~>>>>~~~~~~~~~
4 ..
.. .
F.D.O.T. INDEX No. 300
IYPE -D- CURB
. .
(J)
z
o
en
Gj
a::: "corv"'~","",
Future Curb An~
Gutter Construction ~ ,
A l:7c 20 R Or As Shown
1'-1-91 ~
1'-~-L.J lb.: C ,-iM Exp. Joint
....... ~
1-! ~
l..--+-A l..--+-C
~B
Valley Gutter Curb And Gutter
l' -6"
r=- J
{~/L:- 7iM Std.
Y ~ 6" Min~
-l
L5
(/)
o
w
en
~
I~.,
I\~. ~
'" ,) :.~~-
( ~'~
\" "
~ tTJ
I~
f~
I.
On Plans
a"
t-
::>
o
I
t-
3:
c
~
~
t-
o
Z
CI
a:::: I
<(
PLAN
2' -0"
l' -10"
TYPE F
~r ~~" ~I
~ \J1=a;~
3' -0" I
..
Slope To Fit
Drivewoy ")
_ )j 10" T ;:2"J}-
l"<t ~ · ~/ 7.l' Std.
'P ~ 6" ..... .
. J Min.
I 2' -0" I
,. ..
~
.!f
~I
~"J
~r1~
.-.
lIIIIIIIII.
~ Il
I ::)~
(1)2
C'i
crt)o!!Q
~-J~o
l.I..ao(J)
.. I
· 0 ~ .:
I5cco~
Z Sr::- c
0:0 0
~O~+i
~~...
.~~~
m :~:
~ ~!g
~
~mr::-:e
il ~I~~
5L&J
:::)ao
cnN
Zao
8N
III
SECTION AA
~Ji~~6"
~ 8"~
6"
~II~f
I: 8" -I
-! .
~l
1 ' -1 0"
Note: To be paid for as parent curb.
DROP CURB
-/- ;:: J
~rf P}7i"Std.
co y 6" Mirl:
.
-I
.3" 9" -L l' -6" --1
4R~ I.n. I
· ~ ~I ~t Lt
;: ~ }- 71" Std.
6" Mirl':
I 2'-3" I
-- · - --l
5' -0"
SECTION SS
TYPE E
1 ' -1 0"
1'-2"
· r f'- J Earth
-= ~ ]--71" Std.
~ 6" Mirl':
.I
a: ~
~ ~ OJ
~ IL ~
~ f ~
~ I ~
, 0: .. ~
..0: ~ ~
~CIJ I ~
J W
o w
a::: :c
Cl. CJ)
r-- Standard Shoulder Line
.:.:
z
w
:J
()
u
Berm, l' i 6"
I T
~[~
1'1 3' -6"
2'
3' -6"
, Shoulder Pavement
-'
~j
~
SECTION CC
SHOULDER GUTTER
· When used on high side of roadways, the cross slope of the
gutter shall match the cross slope of the adjacent pavement.
The thickness of the lip shall be 6", unless otherwise shown
on plans.
Note: For use adjacent to concrete or flexible pavement, concrete shown.
For details depicting usage adjacent to flexible pavement, see diagram right.
Expansion joint, preformed joint filler and joint seal are required between curb & gutter
and concrete pavement only, see diagram right.
VALLEY GUTTER
CONCttt: . t: CURB and OUTlER
AND VALLEY QUlTER
..~ .... ;'".: ~ .' '.."';' l~?NC.~ErEI.:' · ....: :.. " ;. i.> =r D
.\~~~\~~~\~i-~R~~ ~~~~~~\~.
CONCRETE 6" THICKNESS 3,500 PSI WITH NYCON NYLON - 6
FIBERS & LAMBERT RB-64 CURING COMPOUND.
SUB-GRADE 10" COMPACTED SUB-GRADE LBR 20
COMPACTED TO 98% AASHTO T-1aO
TYPICAL CONCRETE PAVEMENT SECllON
en
~
Z
N 0
o v
o (Xl
N .-
N
o
[3 N
a::: . 0
<0
~z
>-
CD
en
~
~
a:::
"
z
W
J-
()
W
J
o
0::
Cl.
W
...J W
() ~
en Q
SHEET
J
o
0::
n..
z
3:
c
7
(/)
~
~
C"I
~
ex:>
~
......
......
~
Z
W
~
~
o
u
(/)
"
z
~
a..
(/)
a:::
w
I-
Z
~
La..
o
~
U
a:::
w
0...
~..;'"
(C'.
C)
(,j)
a.n
*
~.
o..J
~
J
/.
__14
5'-5"
I
I
i
3'-0"
- -- It
21"
_.3..
4'-4;;
l:t:
~
~/"
~A
-f--
I "
f-~
2f
--
4' -1"
It:
~
9
In
'tp
~
8"
..::..
- --1+
- f--",,*
8"
....
~
8"
~
8"
~
..1..--
q;,
~
-'-
PLAN
PLAN
~
~
t I 5~~ I ~::;.' I ~~r
\ T r Grete ~ ~ ~-\;r
\ l J '-Eye Bolt
~ ~: K C'. 1 See Index 201
r ~ ~ ~ '#4 Bars
~l / v ~ 12u efrs.
~- ~---t~~
-L--
~ ~ 4'-4" 3"
~~ 5ii1l. 3'-0" '1~~4
~ t Grate-J 0 +-;-T
-J L C/. 1 '-- Eye Bol1s
I' ~l i See ;ndex 201
.,->-- + ~I'~______ "4 ac's
~ 121. efrS.
SECTION
TYPE D
Recommended Maximum prpe Size:
3'-1" Wel/-24" Pipe
4'_1" WO/i-36/1 Pipe
SECT/ON
TYPE E
Recommended Maxirwm prpe Size:
31 -0" Wall-241J Pipe
4' -51l Wail-42" Pipe
/ N LE T 5
ff CAST IRON GRA TE NOT
II PERMITTED ON !NLET TYPE D
GENERAL NOTES
v- { Of Grote
~~l I i ~
, I
T ,-l~j ~ ~
I. Thes~ inlets ore sur'tabie for bicycle and pedestrian areas and ore to be used in ditChes,
medians and other arees subject to infreq...;ent traffic loadings but are not to be placed
in oreas subject to ony heavy wheel loads.
I i
I" III
I- g:] L
2. Inlets subject to minimal debrts sho/.Jld be cOf'lstructed witho/.Jt slots. Where debris is 0
problem tnJets s/)()I.J!d De constrilcted with Slots. Slotted tn/ets loceted w:'1tJin roadway
clear zones and in areas occessible 10 pedestrians shefl ,~ve traversable slots. The
traversable slot modification is not odo{)table to inlet Type H. Slots may oe COf1striJcted
at eitner or /)Oth ends as Show,,, on plans.
HALF SECTION CAST IRON GRA TES
.~. .c;tP.P.J gmte!) Ofe to be used 0.') all injets where bicyCle traffic is onticifX1ted. Steel grates
are to be /.Jsed em all tn/e1s with traversable slots. Either cost iron or steel grates may be
USed Of"l inlets wtthout siots where bicycle troffic ~s not ant icipcted. E~ther cost iron or
steel grates (nay be used on alf inlets with rlon - traversable slots. SI.;bJect to the selection
described o!xlve, when Alternate G grate is specified in the plans, ej'ther the steel grate.
hot dj'ppe'.i gotten/zed after fODr/cotion, or the cost jrcn qrate fnay be used, unless the
pIOf"lS stipufote the portieu/or type.
CAST
.& Recorr;mended rT";oximum pipe sizes shown ore for concrete pipe. Pipe sizes /arger than
these recommeMeci must be ClleCi<ea for n1.
I~
4'-5"
5. Ail ex{)osed corners and edgf!s of concrete ore to be cttOmfered ~u.
6. Pavement to be used on inlets without slats and ;"!l/ets with nan - traversoble slats only
when coiled for in n'e plans; eut required on 0'1 traversabie 5/01 inlets. Cost to De
lncluded in contract unit price for inlets. Q/.JoMities 5howtl are for information only.
:"]co
""
g ~ ~
~ &- c:c e
, c:c
~ !!?
~
t3
QJ
7. Traversabie slots con.strlJCted in existJ"nQ inlets sl'1oll be paid for os inlets portioi.
and shalf inciude the cost fDr slot openinQs, fXNing and any required repiocement grates.
TYPE D
5trO'\;.l1t Bors 2"xf
Reticuline Bars If' x f
Botl'.is 2 " x ~ " .
Approx. Weight 190 Lbs.
8. SDddif)() to be used 0.') ell inlets .')ot locoted in peved arees and polo for under contract
unit price for Sodding, sy.
9. For SUpplementary deta~i5 see Index No. 201.
CONTROL STRUCTURE SCHEDULE
ELEVATION
ID
WET POND
MODIFIED ItD- BOX
A
B
C
22.00
21 .00
19.31
18.81
D
~
I 3 -4 'I _ 2f'
~1~~~;~J~1r
~
,-~~
':.,1"'1 ~E3
~ ~
T : : ~
G
E
18.00
F
17.00
16.00
~ ~
24"
H
~I:L
T~~
3'-4" -
~I. .1 ~i
-ci~f ~~' j~~"t
3"
J
32"
TYPE E
Approx. Weight 465 Los.
-
5.5'
IRON
12-
PAINT WHEEL STOP
HIGH VISIBILITY YELLOW
I-
. .
.~ ..
..
rl
.-'. ': \
12-
GRA TES
YI
, I,., ...
~, . ' .. ' . .. , .' j.
'<I, '.' . <l
'. '. '''.
I
t'
. .. to ".
. .d ."
.,' .4
. ~ .,
J "
.' 4' .
I-
3'-4"
<l
f
~ -~
, .d
~I
..
,. "
.
" ."..
,~,
'.
~
., <l
.'
<l '
.. 4 .. -
,. :,,4
. ~ '
~~ tf)
Ii') QJ II:> (
~ ~s ~
~ ~ ~
!Xl
v-; #4 BAR 18" LONG_______...
,
1
~
c::
~
lO
5- .
I
" ~..;':\ ~ ~ ", PAVEMENT SURFACE
~
TYPE E
Straight B'Jrs 2 "x r
Re1lcu!ifle Bprs If x .j"
Bonos 2" xi'
Approx. Weight 215 Lbs.
FOOT DlTCI-I BOTTOM INLETS
STEEL
NOTICE: Steel Grates Are Required On inlets With Traversoble Slots And On fnlets where B,'cycle Traffic is Anftctpoted.
GRA TES
D
A
c
F
DIMENSIONS AND QUANTITIES
M
G !... Dou~ 11 DIe Quad.
PI.. IDe
1.22" 7.21- .711"
1.41' 7_7f!Jj. 0.11111'
1_7~- 11.82' ~
.
N
~ CONCREIE SlAB feY') II SODDING (SQ. VDS.)
SInaIII DDubIe frtDIlI Quad. SI~ DaubM TrtDle Quad.
... JT ... .:!: ... ... ... ...
x
B
E
1.rr
lilT
2:1
Slape
-
'-
'-
'-
'-
-MIr
11.M'"
r
..
12.-J"
_ rr
::nil'
:TY"
.1.
-211.
n.ft7
n_
n.-
TT!l-
T:Xf.
T7I!.
I
B E
6 I.4Z" 6 I.2!S on..IaN,.",.1bd to allow &.- at 8" _nclard pipe ...
<> 10.40 <> 10.10' DlrneMIone permItt8d to a11Dw u. f!I 12' lltandanl pipe ~
60 Cancnta .mil "I a. ..... to farm ~ ~ c:rwn cf pipe. S. -=tIon a.Iow.
, JILl.
,-
nlC7
n._
, _-.0
1.7&
"I
-
0;;;:
4=1
Slope
-
'-
'-
'-
'-
....,
.,
211.DO'
77.117"
::wJ. III"
"'''1
7_
alY7
...~
11':'
.,.
2~-
~-
3.'111.
3.;!D"
10.111I""
7.-
:uw.
-
r-
'P.I....
...-- ::iI
PRECAST CONCReTE WHEEL STOP
II s.. CeMraI NcU No. 3-
s.. SheIIl a Of I For ~ Slab ~
POST (OPTIONS: 2"x4 n OR
2 1/2" MIN DIA WOOD; STEEL
1 .33 LBS/FT MI N)
61 CENTERS MAX
~?~/
----/ ~~ ,/
~ / ;--;:- ----
- ~ ~ - ~.~ ~
If. U~ C
,.~ ~
~ ;t.~
GEOTEXTILE CRITERIA
GRAB TENSILE STRENGTH 90 LBS
TRAPEZOIDAL TEAR 35 LBS
MULLEN BURST 180 PSI
SEE FDOT INDEX NO 199
>> ,.
,.
,.~~
ot
I
~
PREASSEMBLED SILT FENCE
g -1:...jr- '" -......
I ;\ -LA.
I>T
c (f
---- ---
I
· =:-"..../ ~.r- '" - ......
; iA.
iD
~
,.
~~-y'7'
\ "'v
\/
I
I
\.....
a II
l
u :)1
j
~
'-
A~
\
\
I'
I~~
~..- ~
/"""/1
c
H
2 )C
,.
Ol
~
-C
I ~
-
c:anc:r-. Slab. ~ OIJ . ~
R*Ifon:8d WIth _-Ice-W1.4IlWL4
in
IJ
---- ~--
TOP VIEW-SINGLE PIPE
.
.....,
Q)
Q)
.r.
en
~
'-
~
~~s.. A
~ Or5/II~
=:-'Of~F::r ~...~ 4:, Or
~F//V/X/// ..0;711I ;1:,
'-I ~60
" ". a.,;;....., ~ ~"'liif'__ _ ..... -.
777n"/:"/~~1 HHUr IIII///~:: tolll! -I
I' ;::::. .... -":~~ E ,. - ! ;.: __ ..:'::' To I ~ .... - 1.' .... _.
PaId For _,. Pipe Cuhl ft F CPIae To lie ~ U.... Unit Prtclt For ..... End s.:tIon} 2:1 Far ..... 24- And La,..,.
2:1 Mbr: Ta I PIpe Far ~ 11" And Smal_.
1:1 For PIp.- 24- And I.arger.
NOTE: s...... I for ...... ancI not-.
14 U1:t I U~ 'j
~ II 4
>---c >---c
B= =t4
.it U~ I U~ .it
2"x2" WOOD STAKES WIRE OR NYLON
2 PER BALE BOUND BALES
...fLOw ~ rEXISTING GRADE
-l-t!!'
II
u ~ 2' (MIN.)
SECTION
~'" ........,,'7'
\'y
\/
I
I
r-
to..,
a II
l~
-
"'\
~
-
STORMWATER INLET
-
""
/
-
ClI
, FLOW' FLOW'
ill $IN I ~i~ I ~~ ill
PLAN , DOWNSLOPE
R nn nn nn n
ANGLE FIRST STAKE l&. II II, '~!t ..H 11fu- '-1ft
I2~A~~LtREVIOUSLY ~II- ~~rf ~ k-~1m= Ir+
II It 11" 11" II"
uu uU UU UU
ELEVATION
BALES BUTTED TIGHTLY
TOGETHER
J1\'l\
11' ,~
-\
\
I I'
~~,
- /"""/1
c
-
c:anc:r-. Slab, 3- c..t nAIr. ./
Mlfarced WIth wwFtd-W1.41tWL4
iDt
.-
o
.....,
Q)
Cl
c b
~~
o
.....,
Q)
L
~
1"'1
~
I"""-
o
-
SECTION
~
CROSS DRAIN
MITERED END SECTION
SINGLE AND ~ULTlPLE ROUND CONCRETE PIPE
STRAWBALE SILT BARRIER
EROSION CONTROL DETAIL
b
~l,...--'.......... ~:S/18- HOLE
3J.-......J..A ~
~v
L
~OUNTlNG STRAP
6)(6)(3/8 3-
DRILLED &: WELDED
2 PER SIDE
WELD
FASTEN MOUNTING
STRAP IN FIELD &:
CUT BOLT
TOP OF IN LET
--
4 <II A.
.
0)
'4": 4
." , 1/4-x 6-
ANCHOR
. " BOLT
7'"
I 1-
I MIN.
2:
SECURE SKIMMER BLADES TO MOUNTING
STRAPS WITH 1/4- GALV. BOLTS AND
FASTENERS
2-:
-'
" '.
"4 4 "
SKIMMER BRACKET DETAIL
,,; 'i"
1..
Q)
(,FIBERGlASS
SKIMMER
W/BOLTED
CONNECTION a\
ELEV= ~
I..... --
.... ..... TOP _ELEV= @
.Ji.
L_
'.
..........
WEIR ~EV @
~
r FIBERGLASS
SKIMMER
W/BOLTED
CONNECTION
I
-
.
I
-
.
~~=@ ..........
12"
I
^~)
I~\, /(0
l '. ./ A. _~_ B~T ELEV=_@L
- -
FRONT
I
I
I
& I 3"' PVC
It:' W/TEE &: REMOVABLE
CAP DRI~
rL -~ I IE' TO DIA.= l!J
I i \SI ' I'?\F
LJ - L ~_=___________~~_
PIPE SIZE
(8) I
SIDE
F.D.O.T. INDEX No. 232
OUTEALL CONTROL STRUCTURES
- I ~ 0.1.D
, ,,,~'- j OR .' 1.
,. .... ~L <l' ."<l 'f' .
0.2.0-
. . ",.'0
· ---1
.., .d ..4
CONSTRUCTION JOINT
<l'
I
1/2"1C
SINGLE-COMPONENT
POLYURETHANE SEALANT
3/4" THICK
'~ ~. " · ' ,,4.: .. ',: /Jo
"41: " '. :.
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CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
1 /2" EXPANSION JOINT
.
STRUCTURE
SINGLE -COMPONENT
1 /4 · POLYURETHANE SEALANT
~3/4- THICK
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TOP VIEW-MULTIPLE PIPE
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~~
PICTORIAL VIEW
PLAN VIEW
FOOT CURB CUT RAMP
SEE INDEX NO. 304
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6- STANDARD HYDRANT
2 1/2- HOSE L WITH 5 1/4 - OPENING
NOZZLES ~ "
BREAKABLE U~ CAP CHAINS ~
BARREL COUPLING ........ ~ ONE PUMPER OUTLEr NOZZEL ~
OR FlANGE ~ .... ~ ON STREET SIDE ~ :I:
FINISHED _ "" PROVIDE CONCRETE COLLAR ~ i
GRADE e:;:::;:~ ~AVED AND UNPAVED AREAS ~ ;"
~r--~ 18"")(18"")(4- CONCRETE t
COLLAR WITH '4 REBAR
Till
~
CAST IRON BOX
3' -0- MIN
COVER
DRAIN VALVE 6- MECHANICAL JOINT
SHALL BE PLUGGED .: ~= GATE VALVE
~L m J~ -~m \ JiifO
- LLOCKIN~ 6- H~RANT\ \ -
ADAPTER AND HYDRANT
TEE. OR 3/4- TIE
RODS (MIN 2 PER
CONNECTION PIECE)
6. CONNECTING PIECE--1
~
NOTES:
1. THE HYDRANTS ACCEPTABLE TO THE
CI1Y OF WINTER SPRINGS SHALL
BE EITHER THE CLOW II 42 MEDALlON
AMERICAN DARLING B84B. OR THE
MUELLER A-423.
2. THE BARREL AND TOP SHALL BE PAINTED YELLOW
3. GRIP RING OR MEGA LUG RESTRAINTS MAY
USED IN PLACE OF ALL THREAD RODS
RRE HYDRANT ASSEUBL Y
11.3 Atmospheric Vacuum Breaker
=1
~~~
J'L
Jl "
-;:::
. . - . . - . ~
. . . . . . . .
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. . . .
- . -
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-
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II II
- -
WATER SUPPLY
NOTE;
1. The atm08pheric vacuum bnIGlcer cannot be
ln8talled where It will be subjected to back
pr1l88ure. It can provide protjctian against
baclallphanage of nan-toxic pollutonta
2. Each device shall be installed in an accesible
location to facilitate inspection and "Mcing
3. Each A.V.B. shall be Installed downstream of the
last shut-off valve and at least 12 Inch.. above
the highest sprinkler head outIst. No valves
may be located downstream of the device.
4. Under no circumstances should the A.V.B. be
installed where it will be under continuous
operating pr1l88ure for more than 12 hours In
24 hour period
CITY OF WINTER SPRINGS
I
---~
--,~
/2. GATE VALVE
L/ 2. :READED CAP
. ~,~
~~~rJJ-2" P.V.C. (TYP)
[jD1 ..........2. 90- ELBOW
II~ =V ,METER BOX
WITH COVER
Ii
0;000;000;00:00
:::::::;::::::~ 6. OF GRAVEL OR
= ,.,,0 ....0 ......0 .... .........CRUSHED ROCK
BEDDING
~
n 2- 90- ELBOW
fJ'\l
rll
::::::
~
.....
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....
'- 2- 90- ELBOW
j:
m
--
N aTE:
ALL PIPE AND FITTINGS
MUST BE SCHEDULE 80 P .V.C.
CITY OF WINTER SPRINClS
BLOWOFF VALVE
WSWOO5 12 15 93
"
~
TRANSITE COLLAR
ENCASED IN NON-
SHRINK GROUT
FLUSH WITH
MANHOLE WALL
-~~r- RECAST
\\. ~ ANHOLE
\ \.. ALL
..
MANHOLE PVC)
~R I
INVERT DIP -=.lJ
-
.. .. ...; ..
.. 'lo t.... . JI".::... ~ ,.. :c.... . ~. .... · . ]
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FORCEMAIN CONNECTION
MANHOLE WALL ~TEE
1/2 PIPE DIA ________ -- ~~1 IC- -.J
BRICK AND ____ ,~..r......~jJO..:."J J rtNF UENT
MORTAR DAN = - . jJ S ~ER
t ~.~. ~~~~. __ -CONCRETE ENCASEMENT
INLET CONNECTION ~ ;~.~. ~t::~ ......~ ~L-- OF VERTICAL PIPE
AS REQUIRED _ "-....~ .')..:::l~~.". -I- -~DROP PIPE
MANHOLE INVERT ~... ~ . ....~.I~-i:.:#= ~l- ....., 90" BEND
jt-~....;...:-:.,~~ ;;-..", ...#. ~... :-....... .~...~
1-='. .:. ...:c....:. c..~.:.:. .?.~.,.;. ....:. .:.:. . . ~~ ~ SHELF TO BE INTEGRAL
I
DROP CONNECTION WITH PRE-CAST BASE
QECAST MANHOLE WALL ~.
STAINLESS STEEL BOUND ~ {~
~WITH GROUT ~ J
~OLE INVERT J II
STAINLESS STELL
PIPE CLAMP
NOTES:
1. PENETRATION TO EXI~nNG
MANHOLES SHALL BE ~UK~
BORED
PVC OR
DIP
. ...... ..\i ~'
.......,...\:... ..... . ....,...." ..- .'
...>'"'.'.' "J.. .-:;"."'J.$ ,.... ,~.-.
~ .tt.\~ ~.:);.;. ~... .....;. ~-:'~'..~.
RESILIENT
CONNECTOR
2. OUTSIDE DROP CONNECTION
SHALL BE REQUIRED WHENEVER
AN INFLUENT SEWER IS LOCATED
lWO FEET OR MORE ABOVE THE
MAIN INVERT CHANNEL
1YPICAL CONNECTION
-
~
SANIT~~ '"
SEW R
NOTES:
1. ARTERIAL ROADWAYS-
USF RING AND COVER SERIES 170-BJ.
HEAVY DUTY LOAD RATING. COVER
WEIGHT 217/1, TOTAL WEIGHT 372/1.
2. RESIDENTIAL ROADWAYS-
USF RING AND COVER SERIES 170-J.
HEAVY DUTY LOAD RATING. COVER
WEIGHT 150/1, TOTAL WEIGHT 305#.
l' -0-
1AIN
BACK OF
PAVEMENT
RECLAIMED WATER
MAIN
"-rc/? SINGLE
WIRE SERVICE LINE ~
SPLICE t- Joo ~ ~ "
.. '- 1- CO~RATI;
12 GAUGE---:-G STOP
THNN WIRE
METER BOX TO BE
SUPPLIED BY CllY
~
@
.1
-
/
RAISED 1 1/2- LETTERS
FLUSH WITH TOP OF COVER
LABELED SANITARY OR
STORM AS APPLICABLE
~R.O.W. OR BACK
OF SIDEWALK
" 23 3/4" "LI1 1/4"
"~~I
PLAN
MAINTAIN l' MIN
DEPTH OF COVER
MANHOLE COVER TYPE BJ
(SIDEWALK
l' -0.
MIN 1
~ z . ~'~~ ;)
.1 ~ ~ ----= .-...
.- ~;"
~.o.w. .J
EDGE OF PAVEMENT
METER BOX TO BE
SUPPLIED BY CITY
~
I~ 23 3/4" ~1
~W~hl
MANHOLE COVER TYPE J
fBACK OF CURB
r;~..
II. -. .to ·
T.: -:,..'..:~:."
..ur~ .......... ~
1/4-
1- SINGLE
SERVICE LINE
CORPORATION
STOP
22 1/4-
~i
1L~
~~
1- CURB STOP
FORD COMPRESION BY FEMALE
WITH LOCKING WING STAMPED
-RECLAIMED WATER-
45.
_MAf
'"
f
""J
-I
NOTES:
1. METER BOX INSTALLED
BY THE CI1Y OF WINTER SPRINGS
PROFILE
~
/
I,
I
24 1/2-
30 1/4-
.1
USF 170 MANHOLE RING
WSRW01A 05-22-95
W.S. Detail 6-9-00
TYPICAL MANHOLE CONNECllONS MAN~ FRAME and COVER
CITY OF WINTER SPRINGS
RECLAIMED WA TEA SINGLE SERVICE CONNECTION
I...~~,~:. IIMrL
~. . ell
M :.. . :=-1- . . .-
V\.-:,.~
JV,
"'-- COILED TRACING WIRE
\ (TYPICAL)
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IL ..........- __
TAPE
~ ...- t--t
~ \ ~ ~
-./ - \ 14 THHN SCUD COPPER
I
/
TRACING WIRE GENERAL NOTES:
1. PIPE LINE TRACING WIRE IS TO BE
INSTALLED ON ALL POTABLE WATER
RECLAIMED WATER AND SEWER
FORCE MAINS.
2. SYSTEMS-TRACING WIRE SHALL ALLOW
TRACABILIlY OF ALL PIPE BRANCHES
INCLUDING THOSE FOR HYDRANTS.
TRACING WIRE SHALL BE INSTALLED
OVER THE ENTIRE LENGTH OF THE MAIN
AND SECURED TO THE MAIN EVERY
5 FEET WITH ADHESIVE TAPE. WIRE
SHALL EXTEND A MINIMUM OF 12. ABOVE
GRADE AT EACH INTERVAL AND SHALL
BE COILED AND PLACED IN A VALVE BOX
FOR EAS'f ACCESSIBILIlY.
TRACING WIRE CONNECTION
3. ON DEAD END MAINS THE TRACING WIRE
SHALL BE PLACED IN A PROPERL YIDENT-
IFlED PVC VALVE BOX AT THE END OF
THE RUN.
DUCTILE IRON POTABLE WATER MAIN
NTS TYPICAL METAL PIPE
2.5- - 4- PIPE - 3- TAPE IS CENTERED ALONG TOP HALF OF PIPE. \ ~
,
, ,
POTABLE ~ATER ::"-uu~
, ~
~
~
...... ,
POTABLE WATER MAIN
, ,
6- -
16. PIPE - 6. TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE~
\ '" 4"
.... IODII 7IMOII NMt MmM_ ~ "" ~
',' ~ "'Z"'f'f~""'fn;~
fIOTMLE *1'ER aMIN POTMLE *1'ER aMIN' ~
"'loC1I
NMt IBNl :JWd.Od
,
, 'IFI...'
, ,
POTMLE *1'ER aMIN
20- AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ~
NMt IBNl :JWd.Od .... II3DII 7IMOII ~ "
NMt IBMl 3'B!UW
~71
,..m
~
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POTMLE __ aMIN
~'
POTMLE *1'ER .wN
fIOTMLE WI\1DI MMJ
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,
POTMLE *1'ER MMJ
DDDDBDDD
.--..
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XX..';DB
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""x.x
.. ~
~
RECLAIMED WATER
'1 ~
TO BE DETERMINED
SEWER
POTABLE WATER
'-. I~
I I
r
TO BE DETERMINED
L~
I
TO BE DETERMINED
LI
"DOWNSTREAM"
LOT LINE
AS REQUIRED
TYPICAL VALVE BOX COVER DETAILS
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-
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30. CURVE
[
SET TOP OF VALVE BOX
I TO FINISHED GRADE
EXTENSION STEI.t WITH I l---i I 3" CLEAR
2- SQ. WRENCH NUT -1-'4L~?:.~~) I
AND UPPER GUIDE .~ i-~ ~ .
REQUIRED FOR MORE "'" T I '- 18-x18.x4. CONCRETE
THAN 4' DEPTH COLLAR WITH 14 REBAR .
n ADJUSTABLE Z
BOX SHALL NOT VALVE BOX ~
REST ON VALVE d .. 1 (CAST IRON)
OR PIPEn MECHANICAL JOINT
VALVE (TYPE _ / .:~~ GATE VALVE
AS SPECIFIED) ~ ~
~ Jill'
-- -
6")( 4' DOUBLE WYE WITH 6.
CLEAN OUT INSTALLED TO 3'
ABOVE GROUND SURFACE
~
.
CD
I
PLAN
Clean Out is to ,p" -r;- MIN.
be placed at ~
ground level after
lV inspection &
acceptance by the 1'-'
utility department.
GROUND LEVEL
TYPICAL VALVE AND VALVE BOX DETAIL
VALVE. VALVE BOX AND COVER
w.s. DETAIL 8-9-00 DT
1-
6" MINIMUM
I.. .~-~"'..~. ~.........>. ~."",r.... ... ":I..~~-- " ~. .>::..~~.. ~ ..:., "JtJ~ _.~"'''''... ... ... .~,.;........"" ... -l:?~...~:t.~ "I:
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UTI ON BUIRED WATER UNE BEL UTI0N BUIRED WAIER UNE J3E.LClW
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r:L __ . _.. .. .. . .. .. U~
SEWER MAIN
SIZE VARIES
NOTE:
SERVICE CONNECTION DETAILS
SHOWN IS FOR A DOUBLE PVC
SERVICE A SINGLE WfE WOULD
BE USED FOR A SINGLE SERVICE
PROFILE
NOTE;
Standard Non-Detectable Warning Tape
Water Une Tape is 3. Wide and Blue With Black Lettering
Sewer Une Tape is 3- Wide and Green With Black Lettering
Force Main Tape is 3- Wide and Brown With Black Lettering
CITY OF WINTER SPRINGS
TYPICAL SEWER CONNECTION
PIPE IDEN11FICA TION AND WARNING TAPE
w.5. DETAIL D-9-OO BY Dr
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PAVED SURFACE "
Bel
~ 1-:- ~Wj I r~ (SEE N~ 1) ~ I ~~,.;
il:C ; , II. <t tl~ COMPACTED
:J: ~ == I rr:T BACKFILL
~ ~ I~ Bc !II
~~~ ~:~~~~~y- ~
Iii f~~+~~: ~Bc/2
.~';"I y-.:..-.:... J~I I I I I ;:Il, ~.., -- LT 3.
UNDlSTURBo/ I Ur- ~ ~ ~L ~ SEE NOTE 2
SOIL ~ -- 1-- rTI
PIPE Bat. I: I illJ:fltllJ-i I ir
0.6 Be (ToTAL) L COMPACTED GRANULAR
BEDDING MATERIAL
Bet
I I...:.;::;J ( SEE NOTE 1) -I I I
II C TIJ-
COMPACTED 't..
SELECT -- I J I~ COMPACTED
MATERIAL --......... ...... ~ Be ~ ~ BACKFILL
~;~~_ . 'l. ,~Bc/4 (e" "IN.)
~~~: ~.. ~~.
CONCRETE -..... ""- I ~r + ,~_:::- I CONCRETE
Bc/2 ~~:~.\f~ ~ l.r- - __Bc/2
r:'tIN.) !~.. ~~ lr-.. --Bc/~N~~~~NB~
PIPE BELL ....- I I' I TI I I ~ SOIL
/ I COMPACTED GRANULAR
Bc/4 (6- MIN.) BEDDING MATERIAL
~~A.nl F" CONCRETE ARCH
'~/~~~>i
~<V<V
~~~
//<12:...
~~. Y",~ Y
~ /,," Y>,>-Y/
'/>>~>>"/
//,////
THREADED P.V.C. PLUG
BEDDING AND TRENCHING NOTES
NORMAL TRENCH GRANULAR BEDDING
1. Bc = PIPE 0.0.
Bd - TRENCH WIDTH AT TOP OF PIPE
MAX. Bd - Bc + 24-
MIN. Bd - MAX. DIM. OF BELL + 8- (UNSHEETED TRENCH)
MAX. DIM. OF BEU + 12- (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE
AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON-
CUSHIONING MATERIAL, DEPTH SHALL BE 6- BELOW BOTTOM
OF UTIUTY.
SHEETING SHALL BE DRIVEN BELOW THE UTIUlY INVERT
IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL
REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL
BE CUT OFF A MINIMUN OF 12- ABOVE TOP OF PIPE, OR HIGHER
AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO
CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30-
BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED.
BRACING SHALL BE APPROVED AS REQUIRED.
4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER
DEPTH OF COVER IS LESS THAN 36- AND IF APPROVED BY THE
UTIUlY.
5. BACKFILL TO BE COMPACTED TO 98" DENSITY OF
MSHTO T180 MOTIFlED PROCTOR IN AREAS TO BE PAVED
AND 95" IN OTHERS.
CLASS liB" BEDDING-NORMAL CONDITIONS
CLASS "A" BEDDING-SPECIAL CONDITIONS
PIPE BEDDING + TRENCHING DETAILS
<)::::I
<)::::I
<)::::I
<)::::I
(]I
(]I
(]I
/ Median ~ []I
TYPICAL CLEANOUT INSTALLA1lON
(]I
c=>
c=>
c=>
H--;-H H m H H ~~~_I []I - ~
200' Min. I I~L Where Other Construction Or
I rl 00 I Maintenance Operations Occur
"2 I CCNSTRUCI10N Within One (1) Mile, Signs
l I v..-TO Be Omitted And Signing To
Be Coordinated In Accordance
With Index No. 600
Cones Or Tubular Markers At 25' Centers And
Type - Or Type ........ Barricades Or Vertical Panels
Or Drums At 50' Centers For Flrst 250' ,Thereafter
Cones Or Tubular Markers At 50' Centers And
Type - Or Type ........ Barricades Or Vertical Panels
Or Drums At 100' Centers.
1 ·
. (]I
(]I (]I I!IIB
1140' T 1000' I 500'
I~~
\
)
(]I
I 1
2640'
L
RCW)
CCJNSTRUCTDiI
1 MLE
-.n' LME
aJlIED
iME
Maximum Spacing Between Devices (FT.) To Be
Equal To The Speed Umit (MPH) But Not Greater
Than 25' For Cones Or Tubular Markers Or 50'
For Type.... Or Type ........ Barricades Or Vertical
Panels Or Drums.
1211
1 1
GENERAL NOTES
--
I
1. Work operations shall be confined to one traffic lane, leaving
the adjacent lane open to traffic.
lYPICAL
APPLICATIONS
SYMBOLS
8. L (mln.)- ~nath ~.~a:.er In feet:
- WS lor a 45 mph
- ~ for lpeecIII 40 mph
2. All vehicle.. equipment. workers and their activiti.. are 1m
restricted at all tim.1 to on. IIde of the pavemMt. Where:
W- Width of lateral transition in feet
3. The first two wamlnQ BiQr1II, each aide, .hall have a 18- . 18- (min.) S- Posted speed limit (MPH).
oranQe flag and a Type B light attached and operating at 9. Arrows denote direction of traffic only and do not reflect
all tlma. pavement morklngl.
4. All algna ahall be post mounted If thl clolure time exceeda 10. LonQltudlnal dlmenllona are to be adjusted to ftt fteld CONDITIONS
12 hours. condltionl. See Index No. 600. WHERE AN'( VEHICLE, EQUIPMENT,
5. On undivided highways the median signa al ahown are to be omlltf~: When work la being performed on a multilane undlYlded roaW(DRKERS OR THEIR ACTIVITIES
_..I I the -..II I dlv.d d h. h th the algna normally mounted In the median (01 Ihown) Ihall ~CROACH ON THE LANE ADJACENT
6. When work II perform.... n m... an one on I I Ig ways e omitted
barricading plan i. inverted and l.tt lane clo-.cl and lane reduction . TO EI1liER SHOULDER AND THE
algn. IUbitltuted for the rfght Ian. cla8ed and lane reduction IIllIn,,2. When a Ilde road Interucte the hlQhway on which work la AREA 2' OUTSIDE THE EDGE OF
. being performed, additional traffic control devicee ahall
l)1f 80me app'n.. to undivided highwaye with the foll9.WJnQ. exceptione: be ereCted In accordance with other applicable TCZ Inde.... PAVEMENT
1a) Work 8hall be confined within one median lane. ~bJ Addttlonal
tiamcad.., con.., or druma Ihall be placed along the centerline 13. For glneral rez requirements and additional Information
abutting the work area and acl"Oll8 the traRlng end of the work ar8ll. refer to Index No. 800.
When work on undMded highways OCCUrII acroa the centerline 80
a. to encroach an both median Ian.., the Inverted plan II applied
to the approach of both roadwaye.
SECTION
o~
Pavement Resurfacing
Pavement Repair
Utility Work
Bridge Repair
Guardrail Work
Ii:
o
""
~
Work Area
-~
. I
1 ·
2811
o
B
Sign With 18- x 18- (Min.) Orange
Flag And Type Blight
Type .... Or Type ........ Barricade Or Vertical
Panel Or Drum (With Steady Burnino Lioht
At Night Only). Tubular Markers
May Be Used During Daylight Only.
Type ...., Type........ Or Type ....-.... Barricade Or
Vertical Panel Or Drum (With Flashing Light)
CLEAN OUT RING Be COVER
/ U.S.F. No. 7621/RUSSCO C762
/ /1" (To ACCOMMODATE SOD)
~JJJJJJJJI ~ ~ ~
;JEJ 1. 1 2- ~~ ;\,~ ~~"<"" "(-<,,, '\ /,
), ~<<~
II 0~~^~;
/ /~/~/~
0h"Y>y
/ //~/~
~V~
"~~<0.y~
v /ij/ij/
I
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6- P.V.C. CLEANOUT
20'
F I
-
00
""
-'-
PLAN
I"
12"
. I
I
I --
I:
""
I:
o
N
1-4
20'
-
l I
SECTION
..
NOTES:
1 . 4000PSE, TYPE II CEMENT
2. REINFORCING: 3X4 W/3.1!W4.1 WNF 65 K.S.I.
[]a
Work Zone Sign
Advance Warning Arrow Panel
TYPICAL TfENCH DRAIN
-
7. Signa and traffic control d8Vlca are to be modtfled In accordance
with lNTERMITTENT WORK STOPPAGE detail. (Iheel 2 of 2) when no
work I. belnQ performed and the highway ,. open to traffic.
TRAFFIC CONTROL THROUaI-I WORK ZONES
MULTILANE, DMDED AND UNDMDED. RURAL
NIGHT OPERATIONS OR OPERATIONS
EXCEEDING ONE DAYLIGHT PERIOD
<)::::I
<)::::I
<==
<)::::I
(]I
(]I
/ Median ~ []I
[)
(]I
~
~
c=>
c=>
(]I
~~~-
(]I [) (]I ~ 8' 8 8 8 8 8 W~sY~ (]I
ROM) ~1140' J {51000' T 500' ~~ Pane' _~~= t i ""=':""t--I i~~l~~r
__ A-d ft-.:c.. Rem--..1 Or Rel-~-..I To ae Omtttec:l And Signing To
.........laiLE-- I'V1 uay, uvau lIAOULIIU Be Coordinated In Accordance
.. WIth Index No. 600
51,,- ~ Signs ----- "- Temporary Pavement Markings Placed Thraugh Work Area
ec;;;r8Ci COvered And Devlcel Relocated Laterally 2' to 4' OutBlde Edge Of Pavement
2640'
RCW)
CDNSTRUCT1DN
1 WI.E
Hinged Or
Overlay Shields
EVEN PAVEMENT
<)::::I
~
<==
<)::::I
(]I
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/'"" Median ~ []I
(]I
(]I
~
~
~~~~..e -
II ~~~ ;'
H r H HL 8 H H I~ II
Area Temporarily
( Reopened To Traffic
'- Arrow Panel Qperatlon Discontinued
And Oevfces Removed Or Relocated
C')
~
"'C
c=>
c=>
(]I (]I 8
1140' T 1000' I 500'
HI~~,~
~.r::: .==r I
Plaqu.. To Be CoYe~
Or Removed When W
Operation Rnumed
UNEVEN PAVEMENT
(]I
(]I
(]I
~ ~ I WheAl other Construction Or
~ Maintenance Operatlan. Occur
WIthin One (1) Mile, SIgn.
To Be Omitted And Signing To
Be Coordinated In Accordance
\. WIth Index No. 600
'- Temporary PavemMt Markings Placed Through Work Area
And Devtcea Relocated Laterally 2' to 4' OutBlde Edge Of Pavement
o
+'
Q)
Q)
..r:.
(f)
2640'
L
2'
~
C
+'
Q)
o
RaM)
CONSTRUCnDN
1 MLE
ROM)
CONSTRUCrJQN
i YLE
Hinged Or
Overlay Shield
SIgn.
CoVe
C
+'
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L
~
I"')
~
t""-
O
1IWFIC COIII1RlIL n...-. MRC ZIlIIII
MULTILANE, DMDED AND UNDMDE8RURAL
NIGHT OPERATIONS OR OPERATIONS
EXCEEDING ONE DAYLIGHT PERIOD
INTERMITTENT WORK STOPPAGE. RIGHT LANE REOPENED TO TRAFFIC e DA YTlUE OR NClHllUE
'1:'-
.:95
.. '.A .4:
PLAN
FINISH GRADE
COVER
S~PETO COVER~ ~
SLOPE TO MATCHI>,,- ~
GRADE ~[-;t""
4'
.<#1 . .
4 J "
,
CONCRETE ENCASEMENT
TROWEL FINISH
SLOPE INSTALLATION
I FRAME & SOUD LID NEENAH
No. R-1974-A (ROUND) OR
APPROVED EQUAL. WITH CLEAR
OPENING EQUAL TO PIPE 1.0.
" E~ .
r FINISH GRADE
(lYP)
NOTES:
1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE.
2. CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC LANES OR AREAS
UNDER HEAVY TRAFFIC LOADS.
3. THE COVER TO BE MARKED -Sa.
4. CLEANOUTS TO BE INSTALLED PRIOR TO WATER METER RELEASE.
5. NO 90- BENDS SHALL BE USED FOR CLEANOUT INSTALLATION.
6. THE DEVELOPER/PROPERlY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE
FOR CEANOUT INSTALLATION PRIOR TO WATER METER INSTALLATION AS
SPECIFIED BY THE DEPARTMENT.
7. A CONCRETE COLLAR MAY BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN
DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED.
" .j........
45" P.V.C. BEND~}J.
P.V.C. PIPE___ ..
P .V.C. WYE
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450 P.V.C. BEN
-l f- 6- (lYP.)
---
CONCRETE ENCASEMENT
6- MIN. ALL AROUND
TERMINAL ClEANOUT
PIPE AS INDICATED
ON PLANS
IN-LINE ClEANOUT
CLEANOUT DETAIL IN PAVED AREAS
2" DOUBLE CHECK VALVE ASSY.
\
..;,..
..--.....-....
.............
..............
.............
..............
211 CORP.
STOPS
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tJ -
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II III n II II
~
12" MINIMUM
I
........-....
.......-.....
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-.-........ -.....- ------.-.. - ---
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.................. ..---...... ...
..............
.............
..............
.............
..............
-
~
2" WATER METER
.-CL~
-,
~ ~
- F=
2" PVC
PIPE
2" CORP.
STOPS
-r
~C:I"
- ~
TEMPORARY BYPASS
FINISHED
2" GATE VALVE
2" THREADED CAP
RADE
1.1
--
-T1 ~
2" 90. ELBOW
...--.
~
1( fi, "
Ai!. .. ~ ~
J'~ ~
R
2 P.V.C. (lYP)
2" 90. ELBOW
METER BOX WITH COVER
h
101
O~OO!l';"oO!"':oO~oo
~=;9 "::::::::::::0:( 6'1 OF GRAVEL OR
11M t ft:C, O..",oO..oo~,.ooo..,,- CRUSHED ROCK BEDDING
- ~ '- 2" 90. ELBOW
,1
... II
liQIE;
ALL PIPE AND FITTINGS
MUST BE SCHEDULE 40 P.V.C.
BlOWOFF VALVE
w.s. DETAIL 15-9-00 DT
CITY OF WINTER SPRINGS
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Magnolia Virginiana I Sweetbay Magnolia (16 @ 30 gaL, 8'-10' height)
Phoenix Sylvestrus I Wild Date Palm (6 @ 12'-14' c.t.)
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Viburnum obovatum 'Riefler's dwarf I Dwarf Walter's Viburnum (1233 @ 3 gallon, full, 30" h1.,3' oc)
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NOTES:
1. 2" layer of Mini-Pine Bark Mulch over all planting areas except lawn
2. All plant material to be Florida No.1 or better.
3. All plant material, except palms, must be container grown. Those plants 30 gallons or smaller
shall be grown with an air-pruning system, such as "Cool-ring", "Accelerated Growth", "Roots Plus"
or other such system.
4. No substitutions of material shall be made without prior City approval.
5. No rubber hoses or galvanized wires are to be used for staking.
6. All material shall be Florida grown.
7. All soil in landscape islands and planter beds shall be free of limestone and inspected
prior to planting.
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LANDSCAPE NOTES
Prior to planting, the irrigation system shall be fully operational and all planting areas
shall be thoroughly soaked.
Prior to beginning planting, the Landscape Contractor shall obtain a letter from the Soils
Engineer that imported fill/topsoil has been inspected and is friable and an acceptable
media for plant growth.
Prior to beginning work, the Landscape Contractor shall obtain a letter from the Civil
Engineer certifying that the grading has been completed per plan and the drainage
functions as designed.
Soil preparation shall be based on a minimum of four (4) chemical soils tests. The tests
shall be taken from the finish grade. The soil test shall be a part of the base bid and
include N.P.R. / EC /pH. / Texture / Trace Elements and recommendations. The
Contractor shall include in the base bid: The recommended amendments listed and the
modifications according to the analysis.
The planting plans are diagrammatic. Minor adjustments in plant locations and type may
be made at the discretion of the Landscape Architect.
Plant quantities and areas shown on legends are for the Contractor's convenience in
estimating only. The Contractor is responsible for providing plant materials sufficient to
cover all areas shown on the plans.
Plant materials in quantities and sizes specified shall, after grading operations, be spotted
approximately as shown on the landscape drawings and are to be approved by the
Landscape Architect before being removed from containers and excavating soil for
planting.
Plant material shall conform to nurseryman's standards for size and health. All plant
material shall be delivered to the site with nursery species identification tags. All plant
material is subject to acceptance by the Landscape Architect and may be rejected if
substandard in health, quality, or size.
The Landscape Contractor shall maintain a minimum 2% grade away from walls and
finished grades shall be smoothed to eliminate puddling or standing water. Fine grade all
planting areas prior to commencement of planting operations. The Landscape Contractor
is to receive the site within! .10 feet of finish grade. The Landscape Contractor shall
coordinate with all trades and maintain drainage during construction.
LANDSCAPE SPEC/FICA TIONS
Planting Installation
Note: General and special conditions noted herein are an integral part of the landscape plans and must
be carefully considered in connection therewith.
I. Purpose of the Specifications: It is the intent of the specifications that:
A. The work of constructing and installing the landscaping be achieved in an efficient and satisfactory
manner according to the highest workmanlike standards.
B. The finished Installation shall be complete In every respect to the satisfaction of the Owner.
Accordingly, the requirements of these specifications are a part of the landscape contract.
II. Scope of Work:
A. The work included in these specifications shall consist of the furnishings of all labor, tools, materials,
pennits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting,
necessary and appropriate for the installation of the accompanying drawings dated 4/23/99.
B. No deviation from these specifications, or from the agreement, or from the general conditions is
authorized and no such deviation shall be made, unless the written authorization therefore, signed by the
Owner or his duly authorized representative, and has been obtained in advance.
III. General Conditions:
A. Interpretation of plans and specifications:
1. The Landscape Architect will interpret the meaning of any part of the plans and specifications about
which any misunderstanding may arise, and his decision will be final.
2. Should there appear to be an error or discrepancy in or between the plans, specifications, and
planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before
proceeding with the work. Should the Contractor proceed with the work without so referring the matter,
the Contractor assumes full responsibility.
B. Quality of work: The Landscape Architect or Owner's Representative shall be notified at least two
days prior to work commencement, and two days prior to requested inspection visits by the Contractor.
All work shall be done in a responsible manner in accordance with all plans and specifications and best
considered practice, shall meet with the approval of the Landscape Architect and Owner, and shall be in
accordance with the requirements of local building codes and laws. Any defective work will be redone at
the Contractor's expense as directed by the Landscape Architect.
C. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from
the city or other govemmental authorities.
D. License requirements: The Contractor shall carry necessary Contractor's State License or certificate
for the type of work listed.
E. Insurance Coverage: The Contractor shall carry all necessary compensation and liability insurance to
cover any workers and work to fully protect the Owner from any possible damage suit or lien on the
Owner's property in the course of the work by the Contractor, and will show the Owner such evidence of
the above indicated insurance coverage.
F. Property, etc., Damage Responsibility: The Contractor is to protect at all times all existing utilities,
structures, trees, plants, and other features intended to remain on and adjacent to the job site, and to
repair or replace any damaged item in a neat and responsible manner during and as a result of the
Contractor's work on the job; and the Contractor shall assume all damage or injury that may result to all
such property and/or to persons where such damage or injury is caused in connection with the
Contractor's work, or due to negligence or leaving open or unprotected portions of streets or other
property. Should any part of the work under this contract be damaged by other contractors, the
Contractor and the party causing such damage shall make adjustments between themselves, and not
with the Owner, relative to the repairs or reconstruction and payment for same.
G. Knowledge of Site: It is assumed that the Contractor has visited the site and is familiarized to the site
conditions; and shall have verified all dimensions, as well as ascertaining the means of getting material
into the site, and any other factors affecting the work.
H. Segregation of Costs: At the time of execution of the contract, the Contractor shall furnish to the offer
of the Owner, for purposes of accounting and scheduling, a segregated costs schedule or breakdown of
the contract price, listing the various components specified , in a form satisfactory to the Owner. These
schedules shall also be used as a basis in formulating the progress payments to be made to the
Contractor, and these cost breakdowns shall be part of the contract.
I. Extras or Changes: Any extras or changes from the contract on the job shall have the prior approval
of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner.
J. Increased Costs: If the extra or change is to be done at an increased cost over and above the
contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work
prior to actually doing this work.
K. Site Condition: The Contractor, in the scope of his work, is to keep the site in a neat and tidy
condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the
Owner or by others.
L. Site Clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work
and the surrounding areas used by the Contractor and remove any or all excess materials, dirt, debris
from the site, or to dispose of same as directed by the Owner.
M. Owner's Materials: During the course of the work, any materials, equipment and services may be
provided by the Owner and used by the Contractor in the job; for such materials, equipment and services
the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if
any, will appear in the final billing by the Contractor to the Owner.
N. Plans and Specifications: All landscaping induding plants, groundcovers, soil additives, and other
miscellaneous landscape items shall be provided and installed in strict accordance with plans and
specifications prepared for the Owner dated 4/23/99.
O. Changes: The Owner shall have the right to make minor changes in the landscape design and
installation to insure practicality of design and for aesthetic reasons, at no additional cost.
PLANTING SOIL MIX - 1/3 SAND, 1/3 PEA T,
1/3 TOPSOIL. CONTRACTOR TO SUBMIT
ANY PROPOSED SUBSTITUTE FOR APPROVAL.
Do not damage rootball during planting. Any plants with damaged rootballs must be
replaced.
Stake all gallon trees per staking plan. Tree guying for larger trees shall be done at the
discretion of the Landscape Contractor (per detail). The Contractor shall be responsible
for tree stability during the length of the guarantee period.
All tree plantings in R. O. W. shall be a minimum of 2' off any utility trenches. Contractor
to request from utilities a field locating service.
Unless otherwise specified on plans, all planting areas not receiving lawn shall have a 2"
minimum layer of approved mulch for top dressing. Submit sample to Landscape
Architect or Owner's Representative for approval.
PROVIDE AGRIFORM (20-10-5) FERTILIZER
TABLETS AT THE FOLLOWING RATES:
3 GAL.12 TABLETS: 1 GAL.11 TABLET.
PROVIDE 6" MINIMUM CLEARANCE AROUND
ROOT BALL (SIDES AND BOTTOM).
2" MULCH MINIMUM - DO NOT COVER MAIN STEM
SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE
12" MINIMUM DEPTH OF PLANTING SOIL MIX
IN SHRUBlGROUNDCOVER PLANTING BEDS.
Maintenance shall proceed continuously for approximately 90 days unless otherwise
contracted at the request of the Owner. At this time, a walk through and negotiation on a
punch list shall be attended by: General Contractor, Maintenance Contractor, Landscape
Architect, The HOA Representative (if applicable) and the Owners.
The Maintenance Contractor shall be selected by the Owner. The Maintenance
Contractor shall produce proof of qualifications and insurance.
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NOT TO SCALE
SHRUB AND GROUNDCOVER PLANTING DETAIL
MULTI-TRUNK TREE PLANTING DETAIL
IV. Special Condition:
A. Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades
and drainage as indicated on the plans. Unless otherwise noted, finish grades shall be below hardscape
as follows: 2" for ground cover areas and 1" for lawn areas.
B. Moisture Content: The soil shall not be worked when moisture content is so great that excessive
compacting will occur, neither shall it be so dry that dust will occur and form in the air or that dods will
not break readily, water shall be applied if necessary to provide ideal moisture content for tilling.
C. Weed Removal: Weeds, plus bennuda grass, etc., shall be dug out from all planting areas by their
roots whenever possible and removed from the site. Where necessary to discourage reoccurrence of
this material, the Contractor shall apply one or more treatments of a satisfactory chemical per
manufacturer's directions in regard to concentration, plus allowance of an ample period of time for
effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition
during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the
maturation of weed seeds.
D. Plants:
1. Inspection: Plants shall be subject to inspection and approval or rejection by Landscape Architect or
Owner's Representative at place of growth and/or the project site at any time before or during progress
of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from
the site immediately.
2. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free
from plant disease, insect pests or their eggs, and shall have healthy, normal root systems, well filling
their containers, but not to the point of being root bound.
2 X ROOTBALL
E. Protection: Maintain and protect all plants from sun, drought, wind, theft, rain and heat at all times
before and during planting operation.
F. Planting Requirements for Trees and Shrubs: Plant materials in quantities and sizes specified shall,
after grading operations, be spotted approximately as shown on the landscape drawings and are to be
approved by the Landscape Architect or Owner's Representative before being removed from containers
and excavating soil for planting.
NOT TO SCALE
DO NOT UNTIE UNTIL
NEW GROWTH APPEARS.
PALM
NOTE: ALL BACKFILL TO BE WA TER JETTED DURING
PLANTING FOR MAXIMUM STABLlTV.
FOR WET CONDITIONS PLANT HIGH AND
ADD DRAINAGE.
TREE BRACING AS DETERMINED BY CONTRACTOR
PROVIDE APPLlCA TION OF 'SUPER THRIVE'
FERTILIZER A T PLANTING.
ROOTBALL
PALM PLANTING DETAIL
NOT TO SCALE
G. Soil Preparation:
1. The following shall be applied for 1,000 square feet of planting area and tilled into the soil to a depth
of 6":
A. Approved Soil Mulch 3 cubic yards
B. 12-8-8 Gropower or equal.
2. Backfill for all shrubs and trees shall consist of the following materials per 10 cubic yards:
A. 1/3 Sand
B. 1/3 Peat
C. 1/3 Topsoil
3. Submit all receipts and retain all empty bags for all amendments for approval by Landscape Architect
or Owner's Representative.
H. Planting:
1. Container grown plants are to be planted in plant pits two (2) times wider than plant container and a
depth of one and one-half (1 %) times the height of plant container. Plant aown to be slightly higher
than its natural growing height after settlement.
2. Prune plants as directed by Landscape Architect or Owner's Representative.
3. All plants shall be watered immediately before backfilling planting pits.
4. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting.
5. Use Agriform, 20-10-5; 21 gram tablets per manufacturer's specifications, with all shrubs and trees
except Azalea 4-8-4. One (1) per liner or one (1) gallon, two (2) per three (3) and seven (7) gallon, three
(3) per fifteen (15) gallon, four (4) per foot of box width.
6. Provide one (1) "Agriform" 20-10-5 fertilizer tablet with each groundcover plant, five (5) gram size.
7. Plant all plants l' minimum from irrigation heads.
8. Scarify the sides of each root ball prior to planting if circular root growth is evident.
9. Plant quantities on the plant list are for the Contractor's convenience and not guaranteed to be
accurate.
TREE PLANTING DETAIL
NOT TO SCALE
EDGE OF PAVEMENT OR CURB
EDGE OF BEDLlNE
TURF
NOTE: LA YOUT PLANTS IN A TRIANGULAR PA TTERN
AS SHOWN, SPACED EQUALLY FROM EACH
OTHER (A T SPACING SPECIFIED IN THE PLANT LlS7)
AND IN STRAIGHT ROWS. SPACING MA Y BE ADJUSTED
SLlGHTL Y TO CREA TE SMOOTH FLOWING BEDLlNES
AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" - 12"
UNIFORM CLEARANCE (MULCH STRIP) BETWEEN
PLANT FOLIAGE AND EDGE OF BEDLlNE (TYP.).
SHRUB/GROUNDCOVER SPACING DETAIL
10. Plant symbols take precedence over quantities specified.
J. All work shall be as directed by Owner's field representative who shall be appointed prior to the
commencement of the work.
NOT TO SCALE
J. Maintenance:
1. Maintenance period shall not begin until entire installation is accepted by the Owner.
2. All plants and planting shall be guaranteed for the following duration beginning at the first day of the
maintenance period:
A. Trees & Shrubs (15 gallon and larger) 1 year
B. Shrubs (J gallon and smaller) 90 days
C. Ground Cover 90 days
D. Lawn 90 days
All dead, damaged or broken plant materials, including sodded and seeded lawns and ground cover
shall be replaced at two week intervals.
3. Fertilize with 2 lb. actual nitrogen per 1000 square feet, perform last fertilization at end of
maintenance period in the presence of the Landscape Architect or Owner's Representative.
SELECTIVEL Y PRUNE TO MAINTAIN FORM
PROVIDE AGRIFORM FERTILIZER TABLETS AT
THE FOLLOWING RATES: 15 GAL.15 TABLETS
30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR
ONE TABLET PER EACH 112" OF TRUNK DIAMETER.
1/4" POL Y- TUBING
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PLANTING SOIL MIX - 1/3 SAND, 1/3 PEA T,
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ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER.
1/4" POL Y- TUBING
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#16 GAUGE S.S. WIRE,
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2")(4" X 2'-6" P. T.P. WOOD STAKE
FLUSH WITH GROUND
PLANTING SOIL MIX - 1/3 SAND, 1/3 PEA 1,
1/3 TOPSOIL. CONTRACTOR TO SUBMIT
ANY PROPOSED SUBSTITUTE FOR APPROVAL.
PROVIDE CLEARANCE AROUND
ROOT BALL OF 12" ON ALL SIDES
AND 6" ON BOTTOM.
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HUNTER PCBlPCN-25 PRESSURE COMPENSA TlNG BUBBLER
HUNTER PGP-ADJ LAWN ROTOR
t>
HUNTER PS...()6 SERIES POP-UP SPRA Y HEAD
~
HUNTER PS-OO SERIES SHRUB SPRA Y HEAD
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IRRITROL 700 SERIES 1" UL TRAFLOW ELECTRIC VALVE.
SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN
AN AMETEK VAL VE BOX.
I
RAINBIRD LINE-SIZE BRASS GATE VALVE.
IE1
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1" WA TER METER - BY OTHERS
HUNTER ICC PEDESTAL MOUNT AUTOMA TIC CONTROLLERS
ADD MODULES AS REQUIRED FOR 100% COVERAGE.
181
FEBCO 1" REDUCED PRESSURE BACKFLOW PREVENTER
------
CLASS 315 PVC MAINLINE - 2-1/4"
CLASS 160 PVC LA TERAL LlNE- SIZE PER PIPE SIZE SCHEDULE.
SCHEDULE 40 PVC 4" SLEEVE. SIZES AS SHOWN ON PLAN
OR PROVIDE AS REQUIRED WHERE OR WIRE GO BENEA TH PA VING.
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/RR/GA TION SPEC/FICA TIONS
lnigation Installation
Note: The general and special conditions noted herein are an integral part of the
landscape plans and must be carefully considered in connection herewith.
I.
Purpose of the Specifications:
It is the intent of these specifications that:
A. The work of assembling and installing the sprinkler systems will be achieved
in an efficient and satisfactory manner according to the highest workmanlike
standards established for sprinkler installation and operation.
B. That the finished systems shall be complete in every respect and shall be left
ready for the operation to the satisfaction of the Owner. Accordingly, the
requirements of these specifications are a part of the sprinkler system contract.
/I. Scope of Work:
A. The work included in these specifications shall consist of the furnishing of all
labor, tools, materials, permits, appliances, taxes and all other costs,
foreseeable and unforeseeable at the time of contracting, necessary and
appropriate for the installation of a sprinkler system as herein specified and
shown on the accompanying drawings, dated
B. No deviation from these specifications, or from the agreement, or from the
general conditions is authorized and no such deviation shall be made, unless
the written authorization therefore, signed by the Owner or his duly appointed
representative, has been obtained in advance.
III. General Conditions:
A. Execution, correlation and intent of documents: The Contractor shall abide
by, and comply with, the true intent and meaning of the drawings and
specifications taken as a whole and shall not avail him or herself to the
detriment of the work of any manifest error omission should any exist.
Figures, dimensions on the drawings shall take precedence over measurements
by scale, and detailed drawings furnished shall take precedence over general
drawings so furnished.
B. Surveys, permits and regulations: The Owner shall furnish all surveys unless otherwise
specified. PennHs and licenses necessary for the execution of the work including, but not
limited to, building permits form the city or county building department authorized to
permit the work, shall be secured and paid for by the Contractor.
C. Drawings and verification of dimensions:
1. All irrigation shall be in accordance with plans and specifications.
2. The Contractor shall check and verify all dimensions indicated on the plot
plan. The Contractor shall acknowledge that he has verified all dimensions
and shall indicate all discrepancies in plot plan, if any. Any indicated
discrepancies will be checked immediately by the Owner with field
measurements and if any discrepancy be found, the Owner will authorize, in
writing, all necessary additions or deletions, if any.
3. If the Contractor should fail to notify the Owner, he shall, in all events, supply
all items indicated by the plot plan without right to compensation for any
necessary additions.
D. Spacing of sprinkler heads and location of valves and vacuum breakers shall
be as indicated on the drawings with consideration being given to prevailing
wind conditions, Plans are diagrammatic and approximate. All valves and
backflow devices shall be located in planting areas, (locate in shrub areas
when possible). All piping shall be located a/ong edges of planting areas
except where infeasible to do.
E. Changes: The Owner and Contractor hereby agree that the Owner or his
representative shall have the right to make minor changes to the irrigation
system and their locations without additional cost to the Owner.
F. Existing conditions: Prior to submission of bid, the Contractor shall examine
the site and be satisfied as to the conditions thereof.
G. Site conference: Prior to commencing work on the project, the
Contractor shall arrange an on site conference with the Owner, and at
this time the Contractor shall lay out the system for approval.
H. Codes: All workmanship and materials shall conform to local building
and plumbing codes having jurisdiction.
I. Quantities listed on irrigation legend are not guaranteed and are for
Contractor's convenience only.
J. Protection of work and property: The Contractor shall be liable for and shall
take the following actions, as the may be required, with regard to damage to
any of the Owner's property.
1. Any existing buildings, equipment, piping, pipe covering, electrical systems, sewers,
sidewalks, ground, roads, landscaping or structure of any kind damaged, (including
without limitation, damage from leaks in the piping systems being installed or having
been installed by Contractor), by the Contractor, or his agents, employees, or
subcontractors during the course of his work, whether through negligence or otherwise,
shall be replaced or repaired by the Contractor at his own expense in a manner
satisfactory to the Owner, which repair or replacement shall be a condition precedent
to Owner's obligation to make final payment under the contract.
2. Contractor shall also be responsible for damages to any work covered by these
specifications before final acceptance of the work. Contractor shall securely
cover all openings into the systems and cover all apparatus, equipment and
appliances, both before and after being set in place to prevent obstructions in
the pipes and the breakage, misuse, or disfigurement of the apparatus,
eqUipment or appliance.
3. Contractor shall adequately protect adjacent property as provided by law and
contract document.
K. Access to and inspection, testing and approval of work:
1. Closing in uninspected work: Contractor shall not cause or allow any work
to be covered or enclosed until it has been inspected, tested and approved by
the Owner. Should any work be enclosed or covered before such inspection
and test, Contractor shall uncover the work at the Contractor's expense in
order to afford the necessary inspection by the Owner.
2. Re-inspection or testing of work not approved or work failing initial testing or
inspection: Work which fails initial inspection or testing shall be re-inspected
or re-tested. Contractor will pay for any additional trips for re-inspection or
re-testing at the rate of $75.00 per hour of the Owner's, (or his authorized
representative's), time on the job, plus expenses. Amounts owed by
Contractor hereunder may be deducted by the Owner from the progress
payments due the Contractor next following the date of failure of inspection or
testing based upon the Owner's reasonable estimate of the time required for
re-inspection or re-testing.
L. Supervision: The Contractor shall keep a competent superintendent, and any
necessary assistants, during construction progress, all of which shall be
acceptable to the Owner. The superintendent shall represent the Contractor in
his absence and all direction given the superintendent shall be as binding as if
given to the Contractor. The superintendent shall be familiar with all contract
documents, plans, specifications and details and shall have a complete set of
plans on the job at all times.
G. Water supply:
1. Connect sprinkler irrigation system to outlets as indicated on drawings,
2. Connection shall be made at approximate locations shown on drawings.
Contractor is responsible for minor changes caused by actual site condition.
IV.
H. Assemblies:
Special condHions:
A. lnigation system:
1. The irrigation systems shall include all materials and their installation
in accordance with plans and specifications prepared for the Owner.
1. Routing of pressure supply lines and laterals, as indicated on drawings,
is diagrammatic. Install lines and various assemblies in such a manner
as to conform with plans and details.
2. Install all assemblies specified herein in accordance with respective
detail. In absence of detail drawings or specifications pertaining to
specific items required to complete work, perform such work in
accordance with best standard practice with prior approval of Owner.
2. All pressure lines, non-pressure lines, valves and miscellaneous sprinkler
heads shall be manufactured, supplied and installed in strict accordance with
the specifications detailed in the herein mentioned irrigation plans and
specifications.
I. Une clearance: All lines shall have a minimum of six (6) inches
clearance from each other, and from lines of other trades. Parallel
lines shall not be installed directly over one another.
3. Substitution of materials: Sizes or manufacturers will not be allowed unless
the Owner agrees to any proposed changes in writing.
B. Clean up:
J. Trenching: Dig trenches straight and support pipe continuously on bottom of
ditch. Lay pipe to an even grade. Trenching excavation shall follow layout
indicated on drawings and details. Depth of pipe per plans
1. Keep the premises clean and free of excess equipment, materials and rubbish
incidental to work of this section.
K. Backfilling: Compact backfill for trenching to dry density equal to adjacent
undisturbed soil and conform to adjacent grades without dips, sunken areas,
bumps at other irregularities. Place initial backfill on all non-pressure lines of
a fine granular material, no foreign matter larger than ~ II in size will be
permitted.
L. Testing:
1. No testing shall take place, neither shall any water be allowed into any
system, before the solvent manufacturer's recommended curing time
has elapsed.
2. Test all pressure lines under hydrostatic pressure of 125 lb. per square inch
and test all non-pressure lines under existing static pressure to prove both
water tight.
2. Upon completion of the work, the Contractor shall remove his material,
equipment and waste to the satisfaction of the Owner.
C. Responsibility:
1. Protect work of this section and work of others at all times in performance of
work of this section.
2. Protect all materials from theft, all controllers from weather, until end
of maintenance period.
3. Carefully note all established grades before commencing work.
Restore any established grade changed during course of this work to
original contours.
3. Sustain pressure in lines for not less than four hours, if leaks develop,
replace joints and repeat test until entire system is proven water tight.
4. Tests shall be ordered and approved by Owner's Representative prior
to backfill.
D. Materials:
1. General: Materials shall include, but not be limited to the following items:
All pressure supply lines, non-pressure lines, various types of valves,
controllers" back-flow prevention units, quick couplers, hose bibs, and all
types of sprinkler heads. All materials and equipment shall be new, of
domestic manufacture and conform to performance standards and/or data
herein, and as shown in legend on drawings, installed in strict accordance with
construction details.
5. Upon completion of each phase of work, entire system shall be tested
and adjusted to meet site requirements.
6. The above testing shall be completed and approved prior to planting of
all plants except specimen trees.
2. Pipe lines, (refer to drawings).
3. Plastic pipe and fittings:
A. Pipe: Extruded from 100% virgin polyvinyl chloride PVC, type 1, grade /I,
class 1120 material.
1. All plastic pipe shall be continuously and permanently marked with the
following information: Manufacturer's name, nominal pipe size, PVC 1120
and pressure rating in P.S.l.
2. Manufacturers shall mark date or extrusion on pipe. Dating to be performed
in conjunction wHh records held by manufacturer covering quality control
tests, raw material batch number, and other information deemed necessary by
manufacturer.
7. Heads in planting areas shall be adjusted for coverage and height as
directed by the Owner's Representative.
M. Inspection of work: Installation and operations must be approved by Owner's
Representative as specifies under general conditions. Final inspection will be
made at the conclusion of the landscape maintenance period.
N. Coverage test: When the sprinkler system is completed the Contractor shall
perform a coverage test in the presence of the Owner to determine if
Contractor shall be responsible to correct inadequacies of coverage.
O. Adjusting of system:
3. All solvent shall be as recommended by the manufacturer of pipe fitting and
as approved. Use no solvent from cans which have been opened overnight.
1. Adjust valves, and alignment and coverage of all sprinkler heads.
2. If it is determined that adjustments in the irrigation equipment will
provide proper and more adequate coverage, Contractor shall make all
necessary adjustments prior to finalizing project.
B. Fittings:
1. Plastic fitting: PVC, type I, IPS schedule 40, MSF approved on all pressure
lines.
3. All adjustments shall be made to the satisfaction of the Owner.
P. Guarantee:
2. PVC, type liPS schedule 40 MSF approved on all non-pressure lines.
3. Couplings: Shall be made from extruded stock, reamed with a taper.
4. All plastic fittings: A molded fitting.
4. Sprinkler heads: All sprinkler heads shall be per model and type as
indicated in the legend and shall be installed as indicated on detailed
drawings.
1. The work included on these plans shall be guaranteed against all
defects and malfunctions of workmanship and materials for a period of
one year from the date of final acceptance by the Owner. Should any
trouble develop within the time specified above, all necessary repairs
and/or replacements shall be made by the Contractor, in an expedient
manner, at no additional cost to the Owner. The Owner retains the
right to make emergency repairs without relieving the Contractor's
guarantee obligations.
2. In the event the Contractor does not respond to the Owner's request for
repair work under this guarantee within a period of 48 hours, the
Owner may make such repairs as he may deem necessary at the full
expense of the Contractor.
5. Gate valves: Gate valves 2" in size and smaller shall be brass,
screwed, 150 lb. WO.G., with handwheel for operation. Each gate
valve shall be housed in a box as noted on plans.
6. Remote control valves and automatic controllers shall be per model
and type as indicated on the drawings. Valves shall be wired to
controllers in the same numerical sequence as indicated on plans.
3. Any settling of backfilled trenches which may occur during the
guarantee period shall be repaired by the Contractor at no additional
cost to the Owner, including a complete restoration of all damaged
planting, paving or other improvements of any kind.
7. All direct burial control wire shall be 600V. Single conductor solid copper,
U.F., U.L. approved14 gage minimum pilot wire, per valve manufacturer's
recommendations, 12 gage minimum for common ground return wire.
4. The Contractor shall instruct the Owner and future maintenance
personnel in the operation of all systems.
E. Site conditions:
5. The Contractor shall fumish the Owner with the following materials
upon completion of the work:
1. Exercise extreme care in excavating and working near existing utilities shown
on drawings, or as indicated by utilities locator. Contractor shall be
responsible for damages to utilities which are caused by Contractor's
operations or neglect.
A. One (1) operation manual for automatic controllers and valves.
B. Two (2) controller keys for each controller.
C. Two (2) irrigation heads of each size and type.
D. One (1) valve of each type.
E. One (1) set of lias built" drawings shall include locations of all
maims, valves, source of electrical power for controller clock,
control wire sleeves, and below grade heads having a radius of
30' - 0"+. Locate by dimensioning from two (2) fixed points,
on reproducible material.
2. Coordinate installation of all sprinkler materials, including pipe, so there shall
be no interference existing which would hinder planting, installation of
utilities and other construction.
F. Physical layout:
1. Prior to installation, Contractor shall stake out all pressure supply lines,
routing and locations of sprinkler heads.
2. All layouts shall be approved by Owner's Representative prior to installation.
F. A plastic sealed diagrammatic plan of system identifying
station numbers and area they water. Mount a plan inside each
controller.
3. All sprinkler heads shall be set at a finish height to accommodate and consider
growth of adjacent plant materials. Heads shall not be located behind any
plant material so that future growth would impair the effectiveness of the
head. The Owner's Representative shall be notified of all conflicts before
installation
G. All equipment guarantees and materials.
ALL VALVE BOXES SHALL BE MARKED WITH THE
ZONE NUMBER AS PER INSTRUCTIONS BY THE
LANDSCAPE ARCHITECT.
VALVE BOX
FINISH GRADE
6" MIN.
MAINLINE
PLACE CONTROL ~
WIRES UNDER MAIN 7'-
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EL.ECTRICAJ.. VAJ..VE
SIDEWALK, CURB
ETC.
6"
SPRINKLER NOZZLE
SEE CHART
LA TERAL LINE
FINISH
GRADE
BODY ASSEMBL Y
PVC FLEX PIPE
USE 1/2" ON
SPRA Y HEADS
3/4" ON ROTORS
MIN. 18" LENGTH
PVC TEE SXSXS
OR ELBOW
PVC STREET ELL
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WIRING SHALL
CONFORM TO ALL
APPLICABLE
CODES
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SINGLE THROW
16 AMP SWITCH
PVC CONDUIT
TO START OF
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ELECTRICAL CONDUIT
120V. POWER WIRES
@ CENTRAL. CONTROl.. SYSTEM
IRRIGA TION NOTES
All main line piping and control wires under paving shall be installed in separate sleeves. Main
line sleeve size shall be a minimum of twice (2x) the diameter of the pipe to be sleeved. Control
wire sleeves shall be of sufficient size for the required number of wires under paving.
All lateral line piping under paving shall be PVC schedule 40 pipe and shall be installed prior to
paving.
Pipe sizes shall conform to those shown on the drawings or pipe sizing schedule. No
subs~tutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be
approved. All damaged and rejected pipe shall be removed from the site at the time of said
rejection.
Final location of the automatic controller shall be approved by owner's authorized representative.
120 V AC electrical power source at controller location shall be provided by others. The Irrigation
Contractor shall make the final connection from the electrical source to the controller.
All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified.
The Irrigation Contractor shall flush and adjust all sprinkler heads and valves for optimum
coverage with minimal overspray onto walks, streets, walls, etc. This shall include regulating the
pressure at each valve to obtain the optimum operating pressure for each system.
This design is diagrammatic. All piping, valves, etc., shown within paved areas are for design
clarification only and shall be installed in planting areas wherever possible. The contractor shall
locate all valves in shrub area.
It is the responsibility of the Irrigation Contractor to familiarize himself with all grade differences,
location of walls, retaining walls, structures and utilities. The Irrigation Contractor shall repair or
replace all items damaged by his work. He shall coordinate his work with other contractors for
the location and installa~on of pipe sleeves and laterals through walls, under roadways and
paving, etc.
Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the
field that unknown obstructions, grade differences or differences in the area dimensions exist that
might not have been considered in the engineering. Such obstructions or differences should be
brought to the attention of the Owner's authorized representative. In the event this notification is
not performed, the Irrigation Contractor shall assume full responsibility for any revisions
necessary.
N'T'5
N'N
MAINLINE, LA fERAL
AND CONTROL WIRE.
120 VOLT
WIRE
~ PER LOCAL
~. CODE
CONTROL
WIRE
V-
et
"
~
INSTALL ALL 120 V
WIRE IN CONDUIT
PER LOCAL CODE.
TAPE AND BUNDLE
WIRING AT 10 FT. O.C
MAXIMUM
PROVIDE A 20. LOOP IN WIRE
AT ALL CHANGES IN DIRECTION
GREATER THAN 30 DEGREES.
REMOVE TIES AFTER ALL
CONNECTIONS HAVE BEEN MADE.
@)
FIFIN6/ ~IRIN6
N'N
NOTES: ALL WIRING SHALL BE
PER LOCAL CODE.
PROVIDE EXPANSION COILS A T
EACH WIRE CONNECTION IN
VALVE BOX (10 WRAPS AROUND
A 112'" PIPE). USE WA TERPROOF
CONNECTORS TO ATTACH
WIRES TO SOLENOID WIRES.
PVC MALE ADAPTER
RECTANGULAR PLASTIC VALVE
BOX WI LOCKING LID
REMOTE CONTROL VALVE WITH
CHRISTY ID TAG
FINISH GRADE. COMPACT SOIL
AROUND VALVE BOX TO SAME
DENSITY AS UNDISTURBED SOIL
PVCBALL VALVE
PVC SCH. 80 NIPPLE (TYP)
PVC SCH. 80 ELL
314- PEA GRAVEL, 1 CU. FT AlIN
PVC SCH. 80 NIPPLE
MAINLINE FITTING
PVC LA TERAL LINE. USE ELL'S AS REQ'D
I,",MEDIA TEL Y OUTSIDE BOX TO TRANSITION
TO REQUIRED DEPTH.
NTe
@
FtEMOTE CONTROL. VAL. ve
N'T'5
~
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II
INSTALLA TION NOTES
1. All mainline to be installed and tested according to the manufacturer's
instructions which shall be a part o( the installation specifications.
2. All trench d8pth and width shall be as indicated in the specifications.
3. 2000 psi concrete or better Is to be used for the thrust blocks.
4. For 45 & 90 degree fittings, a minimum of 2 cubic feet of concrete
is to be used.
5. For 22-1/2 degree fittings, a minimum of 0.5 cubic feet of concrete
Is to be used.
6. For tees, a minimum of 2 cubic feet of concrete is to be used.
@ THRUST 6J..OCKS
NTS
All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's
recommendations and specifications.
Refer to specifications for additional detailed information.
ADV(Anti-Drain valves) units as shown in the details are for typical installation only, and may not
be required on all heads. prior to installation the Contractor shall verify with the on-site grades. If
there is an elevation difference of 24" or more between the highest head and lowest head on a
system, the ADV's shall be installed per the detail or Manufacturer's recommendations.
The Contrador shall verify the sta~c pressure to be adaquate for the system requirements.
Should the static pressure exceed 20%, install a "Wilkens" 600 series pressure regulating valve
(in a separate valve box) directly down stream of the backflow prevention device. Set the
regulating valve at 10% higher than the stated system requirements. Should the static pressure
be less than the stated pressure, notify the Landscape Architect immediately.
The system is designed for the minimum operating pressure as shown at each point of
connection. The maximum demand of gallons per minute is as specified. The Irrigation
Contractor shall verify the available water pressure on the site prior to the start of installation.
All low voltage wire from controller to valves shall be solid copper UF #14 direct burial type. Use
black insulated wire for control and whne for common. Install in a common trench with pressure
mainline piping where possible. Bundle and tape to pipe at 10 foot intervals.
Provide a minimum of 18. cover over all pressure mainline pipe and 12" minimum cover over all
non-pressure lateral line. All pipe under paved areas is to be installed in
PVC schedule 40 sleeve with 36" minimum cover. Sleeve locations to be as shown on plans and
installed per detail.
All quick coupler valves are to be installed in shrub or ground cover areas whenever possible and
within 18" of the hardscape. All quick coupler valves located in turf areas shall be installed in 8"
diameter green plastic valve box.
All threaded pipe connections made to slip-joint PVC pipe shall be made with a PVC threaded
coupling. All threaded adapters and couplings are to be "Dura" deep socket type.
Install all spray heads with nozzles of the appropriate degree of radius for the area to be covered.
Adjust all nozzles to eliminate spraying water on buildings and hardscape. Adjust all valves flow
controls to provide optimum performance.
@)
CRUICf< COUfDL.lN6 VAL.~
(E) SA T1! V A1.. VI!!
GREEN SPACE
CAP (UNGLUED)
ROADWAY
MINIMUM OF 24"
BELOW GRADE
SLEEVE
ELBOW (UNGLUED)
C0
SL.!:EV!: OET AIL.
!lIIECTANGULAIlt IDLA6TIC VALVE
!to)( WITI-l LOCKING LID
FINI6W GRADE. COMPACT SOIL
~ VALVE !SOX TO 8AM1!
DENeITY A6 lN018'T1.J111ieEt) &oIL.
3/4' EMT 8T AICE WIT'"'
aT AINLE86 aTEEL a'JRAlDe.
QUIO< COI.PL.ING vAL'v1!.
PeA GRAVEL 6' DEFT'"' MIN.
3/4' O-....NG ,""JDI.E IUMNci
JOINT WITI-4 eo.l _ FITTJNGe
AND NIPlDLE8.
IRRIGATION MAINLINE OR
MAINLINE E><TEN81ON.
MAINLINE FITTING.
NT6
VAL VE BOX WITH COVER
FINISH GRADE
OPERA TING NUT.
GA TE VAL VE.
VALVE BOX EXTENSION.
LENGTH AS REQUIRED.
PVC MAINLINE.
~
MIN. OF
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F . S~oulding TRIPLE V
( ) "A" AL -M400-CG-SVS 258 12'MH 7
E <>-l8l Sf:OUlcfmg DOUBLE V
( ) "A" AL -M400-CG-SVS 258 16'MH 5
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FOR MORE INFORMATION ~O/OR PRICING, CONTACT WLS LIGHTING SYSTEMS AT 1-800-633-8711
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\ /' . -'" -,,- - -" ~ <: NOT INCLUDED ~'Ov ~L _ _ ,rj'P' ,'~}' 1~' If';'
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TOP =25.67', ASPHALT DRIVE . ~>. \. _ ~ _ r: :::: :::: - -=.. -= -= -=f 7S' 'e' ~ - - - - - -. - - 2ii,M. 0') .'~~ e t' ~ 'i'?~ riY .~ ~ ()
N.lNV =19.86 n. "~,..n"LI u~ f'I;Y - _ -t::::::::: - _ ~~- -,,,,.._ E ~. S'l- -~._- \ <co Y e e :,\ . 'by ....):>
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IX. W.INV FULL OF DIRT --;~ _:::: ~:[ S~6- - .-- - - . - ','i.;.!" r-~' \ ASPHAlT I LS 4334 '~.. -rI t1'\
a H ~ ---r--_ ___- - - - .'\00, FD IRC "8 DRIVE \ :i.
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FLORIDA POWER EASEMENT
ORB 896, PAGE 371
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LOT 9, BLOCK "0"
SET 5ja.JR
_._ ~, -- ...- CS'. 3"691
--
LEGEND:
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DENOTES UTILITY POLE
DENOTES FENCE LINE
DENOTES SIGN
DENOTES TELEPHONE RISER
DENOTES ELECTRIC BOX
DENOTES ELECTRIC RISER
DENOTES BACK FLOW PREVENTOR
CONC
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DENOTES WATER VALVE
DENOTES WATER METER
DENOTES IRRIGATION VALVE
DENOTES FIRE HYDRANT
DENOTES DRAINAGE MANHOLE
DENOTES SANITARY SEWER MANHOLE
DENOTES CATCH BASIN
DENOTES LIGHT POLE
DENOTES TREE
DENOTES BENCHMARK
DENOTES SET IRON ROD & CAP LS 3691
DENOTES WATER LINE
DENOTES CONCRETE POWER POLE
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REVISED
DRAWN BY GJS
MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF:
A PORTION OF LOTS 8 AND 9, BLOCK "0", DR. MITCHELLS SURVEY OF LEVY GRANT
AS RECORDED IN PLA T B-OOK 1, PAGE 5, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA
SHEET 1 OF 3 SHEETS
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GRAPHIC SCALE
20
10 20
40
80
o
k....~
( IN FEET )
1 inch = 40 ft,
STONE CABLE
PLAT BOOK 54, PAGE 14
LEGAL DESCRIPTION:
2.2
THE EAST 253.6 FEET OF LOT 9, ,LESS THE EAST 100 FEET OF THE NORTH 150 FEET
THEREOF), BLOCK D, DR. MITCHELL S SURVEY OF THE LEVY GRANT,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5. OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
ALSO LESS THE FOLLOWING PROPERTY BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
THAT CERTAIN PIECE. PARCEL AND TRACT OF LAND LOCATED IN SEMINOLE
COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
" ~
.
THE WEST 231.30 FEET OF LOT 8, BLOCK D, DR. MITCHELL'S SURVEY OF LEVY
GRANT, AS RECORDED IN PLAT BOOK 1. PAGE 5, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, LYING SOUTH OF STATE ROAD 419 (OVIEDO ROAD);
'/,~
LESS THAT PART TAKEN IN THAT CERTAIN ORDER OF TAKING FOR ROAD
RECORDED IN OFFICIAL RECORDS BOOK 2784, PAGE 1196, PUBLIC RECORDS OF
SEMINOLE COUN TY, FLORIDA.
9
CONTAINS 190,138 SQUARE FEET OR 4.365 ACRES MORE OR LESS.
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COMMENCE AT THE NORTHWEST CORNER OF LOT E. CHASE AND COMPANY'S
SUBDIVISION OF WAGNER, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLA T BOOK 6, PAGE 64. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA; THENCE RUN SOUTH 06055'04" EAST ALONG THE WEST LINE OF
SAID LOT E, A DISTANCE OF 1100.73 FEET TO A POINT ON THE BASELINE OF
SURVEY OF S.R. 434 ACCORDING TO F.D.O.T. RIGHT-Of-WAY MAP SECTION
NUMBER 77070-2516; THENCE RUN NORTH 83"50'23" EAST ALONG SAID
BASELINE OF SURVEY A DISTANCE OF 390.41 FEET; THENCE DEPARTING SAID
BASELINE OF SURVEY RUN SOUTH 07"01 '30" EAST A DISTANCE OF 24.39 FEET
TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF S.R. 434; THENCE RUN
NORTH 83"51'32" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A
DISTANCE OF 168.42 FEET TO THE WEST LINE OF THE EAST 253.6 FEET OF SAID
LOT 9, BLOCK D. FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH
83"51'32" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE
OF 153.62 FEET TO THE WEST LINE OF THE EAST 100 FEET OF THE NORTH 150
FEET OF SAID LOT 9, BLOCK 0; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-
WAY LINE RUN SOUTH 07"01'30" EAST ALONG SAID WEST LINE OF THE EAST
100 FEET OF THE NORTH 150 FEET OF lOT 9, BLOCK 0, A DISTANCE OF 84.03 FEET;
THENCE DEPARTING SAID WEST LINE RUN SOUTH 83"53'17" WEST A
DISTANCE OF 153.62 FEET TO SAID WEST LINE OF THE EAST 253.6 FEET OF LOT 9,
BLOCK D; THENCE RUN NORTI-I 07"01'30" WEST ALONG SAID WEST LINE OF
THE EAST 253.6 FEET A DISTANCE OF 83.96 FEET TO THE SAID SOUTHERLY
RIGHT -OF -WA Y LINE S.R. 434 AND THE POINT OF BEGINNING.
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CONTROL STRUCTURE
TOP =22.64'
6" ORIFICE INV=18.60'
WEIR INV =20.34'
24' RCP =11.68'
SKIMMER =22,84'
\
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DENOTES CONCRETE
DENOTES ASPHALT
DENOTES INVERT
DENOTES REINFORCED CONCRETE PIPE
DENOTES CORRUGATED METAL PIPE
DENOTES POLYVINYL CHLORIDE PIPE
DENOTES CATCH BASIN
DENOTES CURB & GUTTER
DENOTES MITERED END SECTION
DENOTES OVERHEAD ELECTRIC
DENOTES BURIED TELEPHONE
DENOTES BURIED ELECTRIC
DENOTES HEADWALL
DENOTES IRON ROD & CAP
DENOTES CONCRETE MONUMENT
DENOTES NAIL & DISK
DENOTES IRON PIPE
DENOTES FOUND
DENOTES DEED
DENOTES MEASURED
DENOTES CALCULATED
DENOTES RIGHT OF WAY
DENOTES OFFICIAL RECORD BOOK
FLORIDA DEPARTMENT OF TRANSPORTATION
TRACT "G"
WINDING HOLLOW UNIT 1
PLA T BOOK 47, PAGE 94
SURVEYORS NOTES:
1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR RIGHTS OF WAY OR EASEMENTS
OF RECORD OR OWNERSHIP. BEARINGS BASED ON ASSUMED S07'OO' 49"E ALONG EAST PROPERTYLINE.
2. EASEMENTS SHOWN HEREON ARE FROM RECORDED DOCUMENTS PROVIDED BY THE CLIENT.
3. ONLY VISIBLE IMPROVEMENTS SHOWN. NO UNDERGROUND UTILITIES OR FOUNDATIONS LOCATED BY THIS SURVEY.
4. ELEVATIONS ARE BASED ON BASED ON SEMINOLE COUNTY, DATUM,
Certified To:
McGaba,LLC
Citizens Bank of Oviedo
First American Title Insurance Company
Zimmerman, Shuffield, Kiser & Sutcliffe
CERTIFICA TE:
I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61G 17_6
ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY.
THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL
SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP IREPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VALID,
~~AR~
FLORIDA REGISTRATION NO.
BY:
DATE: /11'" 1:>-tJ I
3691 LB#6529
BOUNDARY AND
TOPOGRAPHIC SURVEY
II, INC.
LAKEHURST DRIVE STE 150- 33
FLORIDA 32819 (407)352_7181
ALD
CHECKED BY
5850
ORLANDO,
_ __- __ _ __ _' __ _ __ _ .'_ _' _.~ - - - - ) ~ -;::. ~ -;:::. -;:::. ::l
_~ ._ _.- _' -"'- .- -..- - -"23,30;""'- 00\ MEDIAN Cl,IRB I; ~ Y"MEDIAN CURS
._ _ __ _' _- -,.- - .,- -,- -' -- - - - R/W TAKING PER 0R8 2784, PAGE 11$6 ~.1 II , t
_' __ _" ~.... .-.- "T -' -'- -' \ - A~E~~7~7~2~mE~~~~\ ~I. _ _-..lJ - == === ===::l
,,_ ._' ~..- -" -"- \ '\ ~ NOT INCLUDED _ 1./
-..- .-' -..- '53.62' I !::o. _ -'_ _ _ - - - - - 1\ TOP =29.02'
r. ..- .-.' _.- .-' -- .- \ ~ 10 EDGE. OF _PA~ENi _ - - - ~~ ~\\ N.INV =21.99'
\ . . _ _ _ \ .... E.lNV =16.70'
i ,~\ _---- 0 419 I jg\\ W.INV=17.17'
~ i _ - - - - NO 434- & N . \ .... ___ ::::::
\ ~ ~ _ _ - - - -- -, STATE ROAD . - l _3f..RCP::::::::::::::::: :::::\Q~,'RCP
I ~ \ - - - - - " TOP =28.09, ~ ____,-- _ _ _ ::: ::: ::::::-,~ _ :::::: :::::: :::::::: -" -
\ - _ - - -- N.INV =22.16 Ix: - -l= ::::: - - ~-=ts= ~ - _
1 - - - - - - \ E.INV =18.15' H. - - .t.~.J:rr ~.~ ::::::: ==-:t~~~ - ~ --E ~-OHE- --
\ _ - - - - '. W.lNV =18.29' II~ _ -- _::::.:::: - --=-~-;:r:-::::: - _ - - - _ _ ~~~ 'V tIl
\ _ - - - - \ ~ _ - _~- - --- - - -cQH"C,J!AUS.. - - - _ - -;;.,~ 1 "If, ..u.~ -\
- -- - - r , CONe APRON CONC APRON ~' C<TA"'OARO CURB - - - :::::::: ::::. :::: ;:U;:; -~- ::. :::::: -- - - - - - - .::: - ~ -;;21\'-.:- - '14~ 1457 'l~ 8 \ WM ~ ~
TOP =25.67 , 2 ~ 1'\1' _ - :::::::::: - - _ ~ - _ - C":"'\ _ '13.3~ WV . fTl
N.INV-19.86' ASPHAlTDRIVEL _ . ---r-":::- _-==--, 'C''--- --:-~-'=-_'\,li) ,~1459 8 8190' -, W ~
~ \I E.INV =18,68' \ _ - :::::: ::::. :::t~~=- ~'2.5. E 484.75 j: 'L- ~ - - I 1463 . 1~1 e . 19!5 \ \ ~ ~
Ix: W.lNV =FULL OF DIRT -- _ ::.: _ :::: :::: ?~ ~_ .-"~_ . _ - .,;;; - M83 - -==- ~ - ... \ 'lit 1462 FD .. X .. "'" m:r. ... \ \ \\ -\ OJ
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AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF
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SHEET 2 OF 3 SHEETS
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24' RCP =11.68'
SKIMMER =22.84'
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LS 3691
---
POWER UNES
DENOTES UTILITY POLE
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DENOTES CONCRETE
DENOTES ASPHALT
DENOTES INVERT
DENOTES REINFORCED CONCRETE PIPE
DENOTES CORRUGATED METAL PIPE
DENOTES POL YVlNYL CHLORIDE PIPE
DENOTES CATCH BASIN
DENOTES CURB & GUTTER
DENOTES MITERED END SECTION
DENOTES OVERHEAD ELECTRIC
DENOTES BURIED TELEPHONE
DENOTES BURIED ELECTRIC
DENOTES HEADWALL
DENOTES IRON ROD & CAP
DENOTES CONCRETE MONUMENT
DENOTES NAIL & DISK
DENOTES IRON PIPE
DEN OTES FOUND
DENOTES DEED
DENOTES MEASURED
DENOTES CALCULATED
DENOTES RIGHT OF WAY
DENOTES OFFICIAL RECORD BOOK
FLORIDA DEPARTMENT OF TRANSPORTATION
DENOTES FENCE LINE
DENOTES SIGN
DENOTES TELEPHONE RISER
DENOTES ELECTRIC BOX
DENOTES ELECTRIC RISER
DENOTES BACK FLOW PREVENTOR
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DENOTES DRAINAGE MANHOLE
DENOTES SANITARY SEWER MANHOLE
DENOTES CA TCH BASIN
DENOTES LIGHT POLE
DENOTES TREE
DENOTES BENCHMARK
DENOTES SET IRON ROD & CAP LS 3691
DENOTES WATER LINE
DENOTES CONCRETE POWER POLE
DATE 10/08/01
DESIGNED BY
BOUNDARY AND
TOPOGRAPHIC SURVEY
II
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( 407)352_7181
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5850 LAKEHURST DRIVE
ORLANDO, FLORIDA 32819
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DENOTES FENCE
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DENOTES SIGN
DENOTES TEL
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DENOTES ELECTRIC BOX
DENOTES ELECTRIC RISER
DENOTES BACK
FLOW PREVENTOR
DENOTES WATE
R VALVE
DENOTES WATER METER
DENOTES IRRIGATION VALVE
DENOTES FIRE
HYDRANT
DENOTES DRAINAGE MANHOLE
DENOTES SANITARY SEWER
DENOTES CATCH 8 MANHOLE
ASIN
DENOTES LIGHT POLE
DENOTES TREE
DENOTES BENCHMARK
DENOTES SET IRON
ROD & C
DENOTES WATER LINE AP LS 3691
DENOTES CONCRETE POWER
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DENOTES CONCRETE
DENOTES ASPH AL T
DENOTES INVERT
DENOTES REINFORCED
DENOTES CORRUGA CONCRETE PIPE
DENOTES POL TED METAL PIPE
YVINYL CH
DENOTES LORIDE PIPE
CATCH BASIN
DENOTES CURB
& GUTTER
~~~~~: ~ITERED END SECllON
DENOTES VERHEAD ELECTRIC
BURIED TELEPHONE
DENOTES
BURIED ELECTRIC
DENOTES HEAD
WALL
DENOTES IRON ROD &
CAP
~~~~~: ~~~C:E:S~ONUMENT
DENOTES IRON PIPE
DENOTES FOUND
DENOTES DEED
DENOTES MEASURED
DENOTES CALCULATED
DENOTES RIGHT OF WAY
DENOTES OFFICIAL
FLORIDA DEP AR RECORD BOOK
TMENT OF TR
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OK 048,lq PG 1896
a..ERK"S . 200308~380
lffOfIB 05/'l81tJ1fJ3 08s58sS ..
.--INS FEES 13-50
HlBU BY S 0' Kelley
TIllS INSTRUMENT WAS PREPARED BY
AND SHOULD BE RETURNED TO:
Anthony A. Garganese, Esquire
Brown, Salzman, Weiss & Garganese, P.A.
Post Office Box 2873
Orlando, Florida 32802-2873
(407) 425-9566
PARCEL LD. NO.'S 26-20-30-5AR-ODOO-0080
26-20-30-5AR -ODOO-009B
FOR RECORDING DEPARTMENT USE ONLY
BINDING DEVELOPMENT AGREEMENT
THIS BINDING DEVELOPMENT AGREEMENT, made and executed this _
day of March, 2003, by and between the CITY OF WINTER SPRINGS, a Florida municipal
corporation ("City") whose address is 1126 East S.R. 434, Winter Springs, FL 32708, and
McGABA, LLC., a Florida limited liability company ("McGaba"), whose address is 4986
Courtland Loop, Winter Springs, FL 32708.
WITNESSETH:
WHEREAS, McGaba is constructing a shopping center development on real property
located within the City of Winter Springs, Florida; and
WHEREAS, pursuant to the approval of the City of Winter Springs City Commission on
March 24, 2003, McGaba desires to facilitate the orderly development of a shopping center (the
"Shopping Center") on the Subject Property (defined in Section 3 below) asdepicte~ in the! ;sil~
~,' . "i ~ f
1 " "..-
plan attached hereto. as Exhibit "A" and incorporated herein by this reference (the "Site Plan"), iin
. . ... . . j ~
compliance with the laws and regulations of the City; and
Page 1 of 12
T.t
FILE NOM 200.308~.380
OR BOOK 0483~ ~ 18~7
. ,
WHEREAS, the City Commission has recommended entering into a Binding
Development Agreement, ("Agreement"), with McGaba for the development of the Shopping
Center; and
WHEREAS, in addition to McGaba's compliance with all City Codes, permitting and
construction not in conflict herein, the City and McGaba desire to set forth the following special
terms and conditions.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
herein, the parties mutually agree as follows:
Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this
reference.
Section 2. Authority. This Agreement is entered into pursuant to the Florida Municipal
Home Rule Powers Act.
Section 3. Subject Property. The real property ("Subject Property") which is the subject
to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "B"
attached hereto and made a part hereof by reference.
Section 4. Representations of McGaba. McGaba hereby represents and warrants to City
that McGaba has the power and authority to execute, deliver and perform the terms and
provisions of this Agreement and has taken all necessary action to authorize the execution,
delivery and performance of this Agreement. This Agreement will, when duly executed and
delivered by McGaba and recorded in the public records of Seminole County, Florida, constitute a
legal, valid and binding obligation enforceable against McGaba and the Subject Property in
accordance with the terms and conditions of this Agreement. McGaba represents it has
Page 2 of 12
, .
-
. ,
FILE NOM 2OO.lO89380
OR BOOK ()4839 PAGE 1898
voluntarily and willfully executed this Agreement for purposes of binding the Property to the
terms and conditions set forth in this Agreement.
Section 5. Obligations and Commitments. In consideration of the City and McGaba
entering into this Agreement, the City and McGaba voluntarily agree as follows:
(a) Buffer Wall and Buffer Area. In compliance with Section 20-469 Buffers and
Walls, Winter Springs Land Development Code, McGaba shall provide a 6' (measured from grade
level) concrete panel buffer wall containing a dye cast brick or stone facing east to the Stone
Gable Subdivision property to the reasonable satisfaction of the City (the "Wall"). The Wall shall
be constructed as soon as reasonably practical and prior any permanent vertical construction for
the Shopping Center. The City recognizes that prior to construction of the Wall, McGaba must:
(i) clear a sufficient amount of the Subject Property for the eastern portion of the Shopping
Center and the eastern and 'southern portion of the Service Driveway; (ii) install utilities and storm
sewer (and restore grading); and (iii) pour a portion of the concrete slab for the Shopping Center
in order to utilize a portion of the concrete slab for the Shopping Center as a casting bed for
pouring pre cast sections of the Wall. McGaba shall construct the Wall utilizing construction
techniques thaLwill preserve a total of 61 trees in the Buffer with a total of 582" in diameter at
breast he~ght (" dbh ") consisting of 44 oak trees with a total of 3 94" dbh and 17 palm trees with a
total of 188" dbh. In the event that any of the 61 trees described above die or are damaged during
the construction of the Shopping Center or for a period of 1 year after the lasCcertificate of
occupancy is issued for the Shopping Center, McGaba shall be required to replace any dead or
damaged trees with like or similar species of trees properly approved by the City Forester. Such
replacement shall be made according to the standard of 1 inch dbh total replacement for each 1
inch dbh of dead or damaged trees and shall occur within ninety (90) days of death or damage
Page 3 of 12
'. .
F lLE NOH 2003089.380
OR BOOK 048.39 PAGE l8~
unless a greater replacement period is granted by the City Forester for good cause. However,
each replacement tree shall be a minimum of 4" dbh and may be planted outside the Buffer on the
Subject Property upon the City's prior approval. McGaba shall not be required to place a wall in
the area designated as a jurisdictional wetland by the St. John's River Water Management District
or the United States Army Corps of Engineers (the "Wetland"). The Wall shall be located around
the east and south sides of the Subject Property and configured in a manner along the east side of
the Subject Property (abutting the Stone Gable Subdivision) that provides approximately a thirty
(30) foot buffer area between the Stone Gable Subdivision resident property lines and the service
driveway that surrounds the Shopping Center (the "Service Driveway") and meanders southward
closer to the Stone Gable Subdivision to accommodate the storm water pond and then westward
to the eastern most boundary of the 25 foot wetland buffer area in substantial conformity with the
Site Plan (the "Buffer"). The Wall, Wetland, Service Driveway and Buffer are depicted on the
Site Plan.
(b) Tree Ordinance / Tree Replacement Assessment. Since McGaba originally
filed its Application for Preliminary and Final Site Plan Approval prior to the adoption of
Ordinance No. 2002-08 repealing Chapter 5, Winter Springs Land Development Code, regarding
tree protection and preservation, McGaba is vested to a limited extent to be regulated under
Chapter 5 of the Winter Springs Land Development Code as it existed prior to the adoption of
Ordinance 2002-08 (Chapter 5 prior to its repeal shall be referred to as the "Tree Ordinance").
Particularly, McGaba is only vested with respect to tree removal and replacement rights and tree
replacement assessments and credits as more specifically granted and set forth in the Site Plan and
this Agreement. McGaba acknowledges and agrees that no other vesting from Ordinance 2002-
08 has been granted by the City. In the event that the approved Site Plan should ever be deemed
Page 4 of 12
, .
FILE NUM 200.3089.J90
OR BOOK 048.39 PAGE 19C)o
to be abandoned pursuant to the City of Winter Springs Land Development Code, the limited
vested right involving the Tree Ordinance granted hereunder shall no longer be applicable and any
development on the Subject Property subsequent to such abandonment of the Site Plan shall
comply with Ordimince 2002-08 as amended from time to time. Pursuant to the Tree Ordinance
and in consideration of the trees on the Subject Property which shall be cut, removed or destroyed
in connection with the development of the Shopping Center, McGaba shall be responsible for
payment of the sum of ONE HUNDRED FOUR THOUSAND THREE HUNDRED AND
NO/I 00 DOLLARS ($104,300.00) in fees to the City as a tree replacement assessment (the "Tree
Replacement Assessment") and NINE THOUSAND SEVEN HUNDRED THIRTY AND
NO/IOO DOLLARS ($9,730.00) in arbor permit fees (the "Arbor Permit Fees"). The City hereby
agrees that McGaba may deduct from the Tree Replacement Assessment and Arbor Permit Fees,
certain tree replacement assessment and permit fee credits ("Credits") in the amounts designated
for and in consideration of certain items as set forth in Exhibit "C" attached hereto and made a
part hereof by reference.
(i) McGaba shall receive $20,000.00 in Credits for its additional costs and
expenditures associated with constructing the Wall utilizing special construction
methods designed to preserve trees in the Buffer. The City recognizes that such
construction techniques increase costs with respect to design, materials and
installation costs and the Credit described above in this subparagraph (i) reflect the
differences in such costs. Moreover, the placement of the Wall in this location and
utilizing these construction techniques will help preserve the east side of the
Subject Property. in its natural state and save specimen and non-specimen trees~
Page 5 of 12
FILE MUM c:00308938C)
OR BOOK 04839 PAGE 190 1
(ii) McGaba shall receive $15,000.00 in Credits for conveying to the City
that portion of the Subject Property comprising the Buffer, which is approximately
.2107 acres as depicted on the Site Plan. Such deed of conveyance shall state the
property is being conveyed for conservation purposes to allow for a permanent
natural tree buffer between the Shopping Center and the Stone Gable Subdivision.
The deed shall be in a form deemed acceptable to the City Attorney prior to
recording. Further, the Buffer property shall be free of all encumbrances,
mortgages, liens, and other impediments to free and clear title at the time of
conveyance to the City. McGaba shall be responsible for maintaining the Wall and
the deed of conveyance for the Buffer shall reserve a maintenance easement
providing access for such purposes. McGaba shall convey the Buffer to the City
prior to the issuance of any building permit from the City of Winter Springs for the
construction of the Shopping Center.
(iii) McGaba shall receive $5,020.00 in Credits for designing and
developing the Shopping Center parking area and parking islands to save two (2)
oak specimen trees depicted on the Site Plan, which total 50" dbh. The City
hereby agrees to allow McGaba flexibility regarding the relocation of some parking
islands in an effort to save said trees, provided that such relocation is acceptable to
the City staff and does not reduce the number and size of the parking islands
required by the City of Winter Springs Land Development Code.
(iv) McGaba shall receive $20,000.00 in Credits for replacing 200 trees.
Page 6 of 12
,.>---..
',"
, ,
FILE IMUH 2()o.1089.l&)
OR BOOK 04839 PAGE 19(J2
(v) McGaba's net arbor obligations shall be $54,010.00 and shall be payable
to the City prior to issuance of the building permit for the shopping center on the
Subject Property.
( c) Stone Gable Deceleration Lane. If, within seven (7) years of the date
hereof, the City and/or Florida Department of Transportation ("FDOT") determines that a
deceleration lane on S.R. 434 is necessary to serve the Stone Gable Subdivision entrance in the
area east of both entrances to the Subject Property (depicted on the Site Plan), McGaba shall
provide a deed to the City conveying a portion of the Subject Property to the City or FDOT (only
for such purposes) within thirty (30) days of a written request (referencing this Agreement) by the
City or FDOT to do so subject to the restrictions set forth in this subparagraph (c). The area to
be conveyed (the "Deceleration Lane Area") shall be an area no greater than eleven (11) feet in
width and shall be located within the area to be used as a landscape buffer required by the City as
shown on the Site Plan. Furthermore, the conveyance of the Deceleration Lane Area by McGaba
to the City or FDOT shall not cause reconfiguration or relocation of either of the two (2) existing
entrances to the Subject Property or the Shopping Center parking area in any manner. The
Deceleration Lane Area is depicted on the Site Plan attached hereto. In addition, the parties
hereby acknowledge that the conveyance of the Deceleration Lane Area may require re-Iocation
of the Shopping Center sign in proximity. to that area. In such event, McGaba may remove and
relocate such sign within the tract (in accordance with the City of Winter Springs Land
Development Code) without modification of the Site Plan or other City processes or permits.
(d) Tree Protection Guidelines. McGaba and its construction contractor's shall
fully comply at all times with the Tree Protection Guidelines set forth in Exhibit "D" attached
hereto and made part hereofby reference.
Page 7 of 12
, "
F lLE NUM 2fJO.JOS9.J80
OR BOOK 04839 PAGE l '30.3
(e) Cross-Access Easements. In a form acceptable to the City Attorney, the
following cross-access easement shall be granted to the City for public use and/or to the adjacent
property owner in accordance with Section 20-472, Winter Springs Code, prior to the first
Certificate of Occupancy for the Subject Property:
(i) A vehicular and pedestrian cross-access easement, centered
approximately 170 feet south of the northwest comer of the Subject Property in a width
acceptable to the City engineer, but no greater than twenty-five (25) feet.
(f)
Wetland Easements.
Pursuant to the City of Winter Springs
Comprehensive Plan, Conservation Element, Policy 1.4.4, McGaba shall dedicate to the City a
conservation easement over all jurisdictional wetlands and wetland buffers depicted on the Site
Plan. Said easement shall be in a form deemed acceptable to the City Attorney and said
dedication shall occur prior to the issuance of a certificate of occupancy for the Subject Property.
(g) Drainage Easement. McGaba shall convey a drainage easement located at
the southeast corner of the Subject Property, south of the stormwater retention pond, prior to the
issuance of a certificate of occupancy for the Subject Property. Said easement shall be in a form
deemed acceptable to the City Attorney.
(h) S.R. 434 Median Trees. Any tree located within the S.R. 434 median that
is damaged or removed by McGaba to accommodate the westbound left-turn median cut shall be
replaced or replanted at a location deemed acceptable to the City. Damaged trees shall be
replaced according to the standard of 1 inch dbh total replacement for each 1 inch dbh of
damaged tree and shall be required to be replaced with a like or similar species of tree properly
approved by the City Forester.
Page 8 of 12
'~
FILE NJM 2OO.308>].J80
OR BOOK 04Q.39J PAGE 19()4
(i)
Off-site Light Spillage. Off-site light spillage shall only be permitted at the
main entrance of the Property so that the sidewalk and entrance along S.R. 434 are illuminated to
enhance public safety. However, any such illumination shall not cause any unreasonable glare for
motorists along S.R. 434 and shall first be approved by the City.
Section 6. Successors and Assigns. This Agreement shall automatically be binding upon
and shall inure to the benefit of the successors and assigns of each of the parties.
Section 7. Applicable Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida.
Section 8. Amendments. This Agreement shall not be modified or amended except by
written agreement duly executed by both parties hereto and approved by the City Commission.
Section 9. Entire Agreement. This Agreement supersedes any other agreement, oral or
written, and contains the entire agreement between the City and McGaba as to the subject matter
hereof.
Section 10. Severability. If any provision of this Agreement shall be held to be invalid or
unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any
respect the validity or enforceability of the remainder of this Agreement.
Section 11. Effective Date. This Agreement shall become effective upon approval by the
City of Winter Springs City Commission and execution of this Agreement by both parties.
Section 12. Recordation. This Agreement shall be recorded in the public records of
Seminole County, Florida, and shall run with the land.
Section 13. Relationship of the Parties. The relationship of the parties to this Agreement
is contractual and McGaba is an independent contractor and not an agent of the City. Nothing
herein shall be deemed to create a joint venture or principal-agent relationship between the
Page 9 of 12
, ~ 'I
FILE NUM 200.3089380
OR 800IK 04839 PAGE 1905
parties, and neither party is authorized to, nor shall either party act toward third persons or the
public in any manner, which would indicate any such relationship with the other.
Section 14. Sovereign Immunity. Nothing contained in this Agreement shall be construed
as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or
any other limitation on the City's potential liability under state and federal law.
Section 15. City's Police Power. McGaba agrees and acknowledges that the City hereby
reserves all police powers granted to the City by law. In no way shall this Agreement be
construed as the City bargaining away or surrendering its police powers.
Section 16. Interpretation. The parties hereby agree and acknowledge that they have
both participated equally in the drafting of this Agreement and no party shall be favored or
disfavored regarding the interpretation to this Agreement in the event of a dispute between the
parties.
Section 17. Permits. The failure of this Agreement to address any particular City, county,
state, and federal permit, condition, term, or restriction shall not relieve McGaba or the City of
the necessity of complying with the law governing said permitting requirements, conditions, term,
or restriction.
Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract
and shall not in any way whatsoever create any rights on behalf of any third party.
Section 19. Specific Performance. Strict compliance shall be required with each and
every provision of this Agreement. The parties agree that failure to perform the obligations
provided by this Agreement shall result in irreparable damage and that specific performance of
these obligations may be obtained by suit in equity.
Page 10 of 12
FILE NUM 200.3089380
OR BOOK c)48.39 PAGE 1906
Section 20. Attorney's Fees. In connection with any arbitration or litigation arising out of
this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and
costs through all appeals to the extent permitted by law.
Section 21. Development Permits. Nothing herein shall limit the City's authority to grant
or deny any development permit applications or requests subsequent to the effective date of this
Agreement. In addition, nothing herein shall be construed as granting or creating a vested
property right or interest in McGaba or on the Subject Property.
IN WITNESS WHEREOF the parties have hereunto set their hands and seal on the date
first above written.
Signed, sealed and delivered in the
Presence of the following witnesses:
-~
~~.~
P 'nted Name of Witness
McGABA, LLC,
a Florida limited liability company
By:
CITY OF WINTl3R SPRINGS, a Florida
Municipal Corporation,
ATTEST:
N F . BUSH
.ayor
Page 11 of 12
: :....~
FILE NUN 2:00.J08~.l8O
OR BOOK 04839 PAGE 1907
STATEOFFL~~n ~.
COUNTY OF 0
The foregoing instrument was acknowledged before me this --.lfL day of ~,
20JJ2, by SIllRLEY MACKERL Y, as President of McGABA, LLC, a Florida limited liability
company, who is ~rsonally known to me or who has produced
as identification.
........... LAURA A. MORRISON
.,~'w. rv.t-.
f.:' ~.~ MY COMMISSION # DD 095258
~. :1 EXPIRES: February 26,2006
". ,., Bonded Thru Notary PllbIIc Undetwrilel1l
~)1MLQ.1Uo~
Notary Public Signature'/ .
LruJrcc A-. MtJVV/~
(Name typed, printed or ~ped)
Notary Public, State of ~Oy f' viCe-
Commission No.: 'Db Oc,5cr6~
My Commission Expires: J1~b dip, dOD{a
(NOTARY SEAL)
Page 12 of 12
., J..
.;
FILE MUM 200.3089380
OR BOOK 04839 PAGE 1908
EXHmIT "A"
(SITE PLAN)
Final Site Plan is on file at:
City Hall
City of Winter Springs
1126 East S.R. 434
Winter Springs, Florida 32708
,,~..-...,
,......-
,~
"
F [LE NUM 2OO.J089..l8O
OR BOOK 04839 PAGE t. 9O'l
EXHIBIT If B"
PROPERTY
That certain piece, parcel and tract ofland located in SEMINOLE County, Florida, described
as follows:
LE'GAL DESCRII~TI'ON'( ::....~;:\:>::' .
.... "~. . : :'; - - ". ~ .
THAT CERTAIN. PIECE;' PARCEL~:.\AND: TR~ci OF LAND LOCATED IN SEMINOLE
COUNTY, FLORIDA, DESCRIBEO .A_S FOLLOVlS:. '.
THE ViEST 231.JO FEET OF l()l" 8, BLOCK, D,OR, MITCHELL'S SURVEY OF LEVY
GRANT, AS RECOROEDIN PLAT' B'OOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, LY!NG SOUTH OF SiA~ ROAD 419 (OVIEDO ROAD);
i
LESS il-IA T PART TAKEN II'J' THAT CERTAIN ORDER OF TAKING FOR ROAD
RECORDED IN OFFlCIAL .RECORDS BOOK 2784, PAGE 1196, PUBLIC RECORDS OF
SEMINOL~ COUNTY, FLORIDA,
CONTAINS 190,13B SQUARE FEET OR 4,365 ACRES MORE OR LESS.
TOGEn-IER WITH:
THE EAST 253.6 FEET OF LOT 9, (LESS THE EAST 100 FEET OF THE NORTH 150 FEET
THEREOF), BLOCK [)., DR. MITCHELL's SURVEY OF THE LEVY GRMH, .
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF
THE PUBLIC' RECORDS OF SEMINOLE COUtHY, FLORIDA.
ALSO LESS THE FOLLOWING PROPERTY EEIHG MORE PARTICULARLY DESCRIBED
A.S tOLLOWS:' .
COMMENCE AT THE NORTHWEST CORNER OF LOT E.' CHASE AND COMPANY'S
SUBDIVlSI014 OF WAGNER, ACCORDING TO THE PLAT THEREOF AS RECORDEi:l .IN
PLA T BOOR 6. PAGE' 64, OF THE PUBLIC RECORDS OF SEMINOLE. COUNTY, .
FLORIDA; THENCE RUN SOUTH 06'55'04 ~ EAST ALONG THE WEST LINE or
SAID LOT E, A DISTANCE or 1100.73 FEET TO A POIIH ON lHE BASELINE OF
SURVEY OF S.R. 434. ACCORDJ.NGTO F.D,O.T. RIGHT-Or-WAY MAP SECTION
NUMBER 77070-2516; THEI-lCE RUI-l NORTH 8.Y50'23~ .EAST ALONG SAID
BASELINE OF SURVEY A. DISTANCE OF 390.41 FEET; THENCE DEPARTING SAID
BASELINE OF SURVEY RUN SOUTH OT01'30" EAST A DISTANCE OF 24.39 FEET
TO A POINT ON THE SOUlHERLY RIGHT-Or-WAY LINE OF S.R. 434; THENCE RJN
NORTH 83'51'32" EAST ALONG SAID SOUTHERLY. RIGHT-OF-WAY lI~JE A'
DISTANCE OF 168.42 FEET TO THE' WEST LINE OF THE EAST .25'3.6.' FEET OF SAI::>
LOT 9, BLOCK D, FOR A POINT'OF BEGII-lNING; THENCE CONTINUE .NORTH
83'51'32" EAST ALO/-lG SAID SOUlHERL Y RIGHT-Of-WAY LINE A DISTANCE
OF 153.62 FEET TO THE WEST LINE 01=' THE EAST 100 FEET OF THE NORTH 150
FEET OF SAID LOT 9,BLOCK 0; THENCE DEPARTING SlllD SOUTHERLY R1GHT-OF-
WAY LINE RUN SOUTH 07"Ot'30" EAST ALONG SAID WEST LINE OF THE EAST
100 FEET OF THE NORTH 150 FEET OF LO:T9, BLOCK D, A DISTANCE OF 84.03 FEET;
THE/-lCE DEPARTING SAID WEST LINE RUI-l SOUTH 83'53'17" WEST. A
DISTANCE OF 153.62 FEET TO SAID WEST LINE or THE EAST 253.6 FEET OF. LOT 9,
BLOCK D; THENCE RUN NORlH 01'01'30" WEST ALONG SAID 'WEST LINE OF
THE EAST 253.6 FEET A DISTANCE OF 83,96 FEET TO THE SAID 'SOUTHERL Y
RIGHT-OF-WAY LINE S.R. 434 AND THE. POIN.T OF BEGINNING.
'1:
... \. ~ \I 'It...
FILE MUM ,2()(t3c)89.38C)
OR BOOK c)4839 PAGE 19l()
EXHffiIT "e"
ARBOR OBLIGATION
This exhibit demonstrates the developer's arbor obligation as required in the Tree Ordinance.
Arbor Obligation
City
Conveyance
Clear Cut Obligation
Arbor Permit Fees
Replacement Requirements
9,730
104.300
TOTAL CLEAR CUT OBLIGATION
114.030
200 Tree Replacement Credits
20,000
30-Foot Buffer Credits
9,179-Sq. Ft. Property/Buffer Acquisition
15,000
Tree Preservation Construction Method
20.000
35,000
Specimen Tree Credits
2 Tree Preservations
Arbor Permits
5,000
20
5.020
TOT AL CREDITS
60 020
NET ARBOR OBLIGATION
54.010
Hi
Ill... '......-..
F lLENUM 2OO..lO89380
OR BOOK c)48.J9 PAGE 1911
EXHIBIT "D"
TREE PROTECTION GUIDELINES
1. Prior to construction or during site preparation, barricading suitable to the City's arborist
shall be erected and maintained around all trees to be preserved in order to establish a tree
protection area. All trees to be preserved shall be identified on-site by harmless marking
or banding.
2. Prior to construction, tree protection signs shall be posted and maintained at all tree
protection areas. The contractor shall make every effort to protect all existing trees to be
preserved during site preparation and. construction. Placement of material, machinery,
utility lines, soil, hazardous liquids, or vehicles within the tree protection area shall be
strictly prohibited. Materials, wires, signs, or nails shall not be attached to any tree unless
such materials are needed to preserve the tree.
3. Unless another suitable technique is approved by the City's arborist, the tree protection
barriers shall be constructed as follows: Uprights - 4" x 4" lumber on eight-foot (8)
minimum centers; horizontals - the equivalent of one (1) course of2" x 4"lumber.
4. Tree protection barriers shall remain in place until construction is fully completed and all
paving, construction, and heavy equipment is off the Subject Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts shall be
made through the grading and drainage plan to maintain the natural drainage to and from
such trees.
6. Any tree that may need to be moved for any reason during the construction process shall
be relocated only under the direction and written approval of the City's arborist.
7. Properly install and maintain si1tration and sediment control barriers around trees.
8. Root and canopy pruning shall be required by a qualified ISA arborist. Any damaged
roots shall be clean cut and covered by clean fill.
9. McGaba shall abide by the reforestation standards set forth in the Tree Ordinance and the
terms set forth in subparagraph 5(a) of this Agreement.
iv