HomeMy WebLinkAbout2004 06 14 Regular 502
CITY COMMISSION
AGENDA
ITEM 502
Consent
Informational
Public Hearing
Regular X
June 14,2004
Commission Meeting
~/ /~
MGR / DEPT
REQUEST: Community Development Department presents to the City Commission, the final
engineering/site plan and a proposed development agreement for the Village
Market Place expansion.
PURPOSE: The purpose of this agenda item is to present the final engineering/site plan and its
associated development agreement for an approximately 27,000 square foot (SF)
expansion of the former Badcock shopping center on a 4.712 acre site, located on
the north side of SR 434, west of Sherry Avenue and immediately east of the
existing Victorio's Pizza restaurant.
APPLICABLE REGULATIONS:
Ordinance No. 2002-08 (amending Chapter 5 of the City Code)
Sec. 9 - 26. Maps, engineering plans and plats to be submitted in
preliminary and final form.
Sec. 9 - 71. When final development plan is to be filed; extension.
Sec. 9 - 72. Processing of final plans.
Sec. 9 - 73. Form and contents of final development plan.
Sec. 9 - 74. Action on final development plan; expiration of approval.
Chapter 20, Division 3. General Design Standards for Redevelopment
District (Sec. 20 - 240 thru Sec. 20 - 512)
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June 14,2004
Regular Item 502
Page 2
Chapter 166, Florida Statutes
CONSIDERATIONS:
This 4.712 acre site has a Commercial Future Land Use designation and C-1
Commercial zoning. It also lies within the SR 434 Redevelopment Overlay
Zoning District. The site presently contains a 45,700 SF shopping center building
that formerly housed the Badcock furniture store as its primary tenant. That
building recently was given a major "face lift." Present occupants of the existing
building include the Florida Department of Motor Vehicles, a Dollar General, and
Boomerangs sports bar. Victorio's Pizza restaurant and Advance Discount Auto
Parts are not part of the site although they have access through the site.
The proposal would add the new 27,000 SF building between the existing
building and SR 434, provide a new masonry wall between the site and the
existing residential units, up-to-date dumpster enclosures, additional drainage
inlets, new site lighting, handicap accessibility to and throughout the site,
signage, and landscaping.
The applicant proposes a development agreement, as set forth in Section 20 - 474
of the City Code, to address issues where relief from the code is needed (without
compromising the public health, safety, and/or welfare). One prime example is
the code requirement that a 6 foot tall masonry wall be provided between the site
and all lands zoned for residential use. The applicant is providing a wall for
approximately 640 linear feet between the site and the adjacent residential
properties to the north, but requests an exception (through the development
agreement) for the area where the existing storm-water pond from this site abuts
the storm-water pond from the adjacent residential site (northwest of the site).
Trees that are shorter (for the species proposed) than those required by code are
also proposed in the development agreement. The applicant notes that no trees are
being removed from the site. He states that he wants the canopy that the proposed
oak trees will eventually provide, but wants the buildings to be seen, in the
interim, until people recognize which businesses occupy the renovated and
expanded site.
A site lighting plan is enclosed in the site plan package (sheet 5B), including a
photometric plan that demonstrates no off-site light spillage, except that on-site
lighting does illuminate the east side of Vie to rio's Pizza. Fixtures are down-ward
directed, located about 20' above the adjacent grade. Any significant alteration of
or deviation in the future from this lighting plan would require City Commission
approval.
Staff required a traffic study. The traffic study has been reviewed by the City's
traffic consultant - no traffic concurrency issues or public safety issues were
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June 14, 2004
Regular Item 502
Page 3
identified and no off-site or additional on-site traffic improvements were deemed
necessary.
Chapter 9 of the City Code requires one parking space per 300 square feet for
retail uses. The site is proposed with 256 spaces (including handicap accessible),
pursuant to code. The proposed 18 foot long parking spaces along the west side
of the site must be changed to be at least 19 feet long (this may result in the
removal of one parking space - there is still a surplus of spaces).
FINDINGS:
1) The site is zoned C-1 Commercial, has a Commercial Future Land Use designation, and lies
within the SR 434 Redevelopment Overlay Zoning District.
2) This building is a permitted use in the C-I zoning district.
3) The proposed site plan is consistent with the Comprehensive Plan and City Code of
Ordinances and the development agreement.
4) Traffic volume and movements have been analyzed and found acceptable by traffic engineers
employed by both the applicant and the City.
5) The applicant must provide permits from the FDOT, SJRWMD, and FDEP, provide a copy of
the construction schedule, and provide a 1 percent inspection fee prior to any pre-construction
conference or commencing any site work (site work may commence without FDEP permit, but
no potable water or sanitary sewer may be installed prior to FDEP permit).
6) Minor site plan amendments will be required before scheduling a pre-construction meeting.
These include but are not limited to the following:
a. eliminating the reference to gravel/shell pavement from the plans (presently in the legend
on sheet 5 of 8);
b. moving one light pole to accommodate a tree;
c. reconciling the landscape plan to accommodate the sidewalk at the corner ofthe site that
abuts the northwest corner of the Advance Discount Auto Parts site;
d. adjusting the plan for any proposed development agreement issue, if the City Commission
does not approve agreement in total; and
e. making all parking spaces at least 19 feet long (may need to remove one space along west
side of parking).
PLANNING AND ZONING ACTION:
At its regularly scheduled meeting of May 5,2004, the Planning and Zoning Board recommended
approval of the final engineering/site plan.
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June 14, 2004
Regular Item 502
Page 4
RECOMMENDATION:
The Planning and Zoning Board and staff recommend approval for the Village Market Place final
site/engineering plans and the proposed development agreement, subject to the items listed in
Findings #6, above and any amendments that the City Attorney may require to the development
agreement.
ATT ACHMENTS:
A. Proposed Development Agreement
B. Planning and Zoning Board Minutes
C. Final Engineering/site plan
CITY COMMISSION ACTION:
4
ATTACHMENT A
This instrument prepared by
and should be returned to:
Antrlony A. Garganese, Esq.
City Attorney of Winter Springs
Brown, Salzman, Weiss, & Garganese, P.A.
POBox 2873
Orlando, FL 32802-2873
BINDING DEVELOPMENT AGREEMENT
THIS BINDING DEVELOPMENT AGREEMENT is made and executed this
day of April 2004, by and between the CITY OF WINTER SPRINGS, a Florida
municipal corporation ("City"), whose address is 1126 East S.R. 434, Winter Springs,
Florida 32708, and AGGARWAL PENSION TRUST FUND ("Aggarwal"), whose address
is 1056 Edmiston Place, Longwood, Florida 32779.
WITNESSETH:
WHEREAS, Aggarwal is constructing an addition to Village Market Place
Shopping Center located within the City of Winter Springs, Florida, consisting of the
following:
(a) Construction of an additional 27,000 square foot building;
(b) Inclusion of additional landscaping, re-stripping, paved curbs and
adding green area to parking lot.
(c) Adding of new lighting; and
WHEREAS, AGGARWAL, as part of the construction as set forth above, has
agreed that the town center image for Winter Springs will be retained consistent with the
beautification corridor located within the City; and
WHEREAS, pursuant to the site plan approval of the City of Winter Springs City
day of
, 2004, Aggarwal desires
Commission on the
to facilitate the orderly addition to the existing shopping center (the "SHOPPING
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
1 of 8
Section 2. Authoritv. This Agreement is entered into pursuant to the Florida
Municipal Home Rule Powers Act and Section 20-490 of the City of Winter Springs
Code.
Section 3. Subiect Property. The real property ("Subject Property") which is
subject to, and bound by, the terms and conditions of this Agreement is legally
described onExhibit "A" attached hereto and made a part hereof by reference.
Section 4. Representations of Aqqarwal. Aggarwal hereby represents and
warrants to City that Aggarwal 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
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
2 of 8
Agreement will, when duly ex.ecuted and delivered by Aggarwal and recorded in the
Public Records of Seminole County, Florida, constitute a legal, valid and binding
obligation enforceable against Aggarwal and the Subject Property in accordance with
the terms and conditions of this Agreement. Aggarwal represents it has voluntarily and
willfully executed this Agreement for purposes of binding the Property to the terms and
conditions set forth in this Agreement.
Section 5. Obliqations and Commitments. In consideration of the City and
Aggarwal entering into this Agreement, the City and Aggarwal voluntarily agree as
follows:
a) Buffer Wall. Aggarwal shall construct a buffer and wall in
compliance with Section 20-469 Buffers and Walls, Winter Springs Land Development
Code. However, in accordance with the variance authority set forth in Section 20-490 of
the City Code, Aggarwal shall be permitted to eliminate 435 linear feet of the required 6
foot (measured from grade level) CMU wall along the northwest property line of the
Subject Property. Additionally, Aggarwal shall be excused from placing any required
buffer between the existing retention pond located on the adjacent multi-family property
and the retention ponds on the Subject Property.
b) Tree Ordinance. Aggarwal shall comply with the requirements of
the City's Arbor Ordinance contained in Chapter 5 of the City Code, and the landscape
requirements for the S.R. 434 Redevelopment Area set forth in Section 20-480 et seq.
of the City Code, as said codes may be amended from time to time. In accordance with
the variance authority set forth in Section 20-490 of the City Code, Aggarwal shall be
permitted to utilize canopy trees with a height of 12 feet rather than the required 16 feet
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
3 of 8
in height under Table 2 of the recommended tree pallet for the S.R. 434 Redevelopment
Area.
c) SiQn. Pursuant to Section 20-470(18) of the City Code and in
conjunction with the construction of the additional 27,000 square foot building, Aggarwal
agrees to bring all exterior signage on the Subject Property into compliance with the
S.R. 434 Redevelopment sign requirements set forth in Section 20-470 of the City
Code. However, Aggarwal shall be permitted to utilize the existing sign foundation for
purposes of constructing the new sign. Planters shall be installed at the base of the
new sign per the City's requirements.
Section 6. Successors and AssiQns. 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 Aqreement. This Agreement supersedes any other agreement,
oral or written, and contains the entire agreement between the City and Aggarwal as to
the subject matter hereof.
Section 10. Severabilitv. 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
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
4 of 8
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 Aggarwal is 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 parties or to the
public in any manner which would indicate any such relationship with the other.
Section 14. Sovereiqn Immunity. Nothing contained in this Agreement shall be
construed as a waiver of the City's right to sovereign immunity under 9768.28, Florida
Statutes, or any other limitation on the City's potential liability under State and Federal
law.
Section 15. City's Police Power. Aggarwal 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.
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
5 of 8
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
Aggarwal or the City of the necessity of complying with the law governing said
permitting requirements, conditions, term or restriction.
Section 18. Third Party Riahts. 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 Aggarwal or on the Subject
Property.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on
the date first above written.
Witnesses:
AGGARWAL PENSION TRUST FUND
Witness #1 Signature
KULDEEP AGGARWAL, Trustee
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
6 of 8
Witness #1 Printed Name
Witness #2 Signature
Witness #2 Printed Name
As to AGGARWAL
ATTEST:
CITY OF WINTER SPRINGS, a Florida
Municipal Corporation
ANDREA LORENZO-LUACES
City Clerk
By:
JOHN F. BUSH, Mayor
STATE OF FLORIDA
COUNTY OF SEMINOLE
I hereby certify that on this day, before me, an officer duly authorized to
. administer oaths and take acknowledgments, personally appeared KULDEEP
AGGARWAL, as Trustee of the AGGARWAL PENSION TRUST FUND, known to me to
be the person described in and who executed the foregoing instrument, who
acknowledged before me that he executed the same, and that I relied upon the
following identification of the above-named person:
Witness my hand and official seal in the County and State last aforesaid this
day of April 2004.
NOTARY STAMP/SEAL
Notary Signature
My Commission Expires
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
7 of 8
STATE OF FLORI DA
COUNTY OF SEMINOLE
I hereby certify that on this day, before me, an officer duly authorized to
administer oaths and take acknowledgments, personally appeared JOHN F. BUSH,
Mayor of the City of Winter Springs, known to me to be the person described in and who
executed the foregoing instrument, who acknowledged before me that he executed the
same, and that I relied upon the following identification of the above-named person:
Witness my hand and official seal in the County and State last aforesaid this
day of ,2004.
NOTARY STAMP/SEAL
Notary Signature
My Commission Expires:
Binding Development Agreement
City of Winter Springs - Aggarwal Pension Trust Fund
8 of 8
ATTACHMENT B
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING - MAY 5, 2004
PAGE20F4
III. REGULAR AGENDA
REGULAR
Community Development Department
A. Final Engineering/Site Plan For The Village Market Place Expansion.
Mr. John Baker, AICP, Senior Planner, Community Development Department,
introduced the Agenda Item and explained that, "Everything on this Site Plan is in
conformance with the Comprehensive Plan. Anything where there is a minor variation
from the City Code is mentioned in the Development Agreement." Furthermore, Mr.
Baker indicated, "This site is compliant with the City Code - so, we [Staff] recommend
approval, subject to the four (4) Items outlined in Item 6 (six) in our 'Findings' and they
are very minor." Discussion.
Chairperson Krebs opened the "Public Input" portion of this Agenda Item.
Mr. Kuldeep Aggarwal, Aggarwal Pension Trust Fund, 1055 Edmiston Place, Longwood,
Florida: briefly discussed this project.
Discussion.
Mr. John Herbert, Engineer, 884 Elgin Drive, Winter Springs, Florida: addressed the
Board regarding this project. "I think putting a building closer to [State Road] 434 -
more of a Town Center feel. The landscaping will enhance everything, it is just going to
be a plus, 1 think for everybody,"
Discussion.
There was no other Public Input.
"I RECOMMEND THAT WE [BOARD] RECOMMEND APPROVAL FOR THE
VILLAGE MARKET PLACE FINAL ENGINEERING/SITE PLANS SUBJECT
TO THE ITEMS LISTED iN 'FINDINGS' 6 AS RECOMMENDED BY STAFF."
MOTION BY BOARD MEMBER POE. SECONDED BY VICE CHAIRPERSON
KARR. DISCUSSION.
VOTE:
BOARD MEMBER BROWN: AYE
VICE CHAIRPERSON KARR: AYE
CHAIRPERSON KREBS: AYE
BOARD MEMBER POE: AYE
BOARD MEMBER VOSKA: AYE
MOTION CARRIED.
UTILITY COMPANIES
SEPTIC SYSTEM:
WATER:
SITE
CON STR U CTI ON
PLANS:
.
WINTER SPRINGS, FLORIDA
CllY OF WINTER SPRINGS
CllY OF WINTER SPRINGS
ELECTRICAL POWER:
TELEPHONE:
FIRE/POLICE:
GARBAGE:
\c\ACL TWIN\PROJECf -A \03345\03345AOl.dwg, 6/8/2004 8 :59 :08 AM, 1: 1
PROGRESS ENERGY
BELL SOUTH
CllY OF WINTER SPRINGS
FLORIDA RECYCLING
SEC._26_ TWP._20_ RGE._30_
LOCATION MAP
NTS
PROJECT SITE
THIS DEVELOPMENT PROPOSES THE ADDITION OF A
27,000 SF OFFICE BUILDING TO AN EXISTING
SHOPPING PLAZA.
PROJECT DIRECTORY
OWNER:
K.C. AGGARWM..
1056 EDMINSTON PLACE
LONGWOOD, FLORIDA 32779
(407) 921-7069
ENGINEER: JOHN HERBERT
AMERICAN CIVIL ENGINEERING CO.
207 N. MOSS ROAD, SUITE 211
WINTER SPRINGS, FLORIDA 32708
TEL: (407) 327-7700
FAX: (407) 327-0227
SURVEYOR: GLACE & RADCUFFE, INC.
ST. PffiRSBERG & WINTER PARK, FL.
LANDSCAPE ARCHITECT: GARTH A. SCHWEIZER LANDSCAPE ARCHITECTS
P.O. BOX 471206
LAKE MONROE, FL. 32747
(407)321- 2280
ARCHITECT: DAVID A. LEffi, ~A
LEffi & LEffi ARCHITECTS & PLANNERS
140 S. GRANDVlEW AVE.
DAYTONA BEACH, FLORIDA 32018
(386)253-1785
PERMIT STATUS
DATE DATE
ISSUED EXPIRES
INDEX OF SHEETS
SHEET
1
2
3
4
5
6
7
8
L-1
L-2
L-3
DESCRIPTION
COVER SHEET
GENERAL NOTES
BOUNDARY & TOPO SURVEY
MASTER PLAN
PAVING, GRADING, AND DRAINAGE
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
PHOTOMETRIC PLAN
LANDSCAPE PLAN
IRRIGATION PLAN
LANDSCAPE & IRRIGATION DETAILS
. CITY OF WItHi, " SPRINGS
. Current Planning
AMERICAN CIVIL
ENGINEERING co.
207 N. MOSS ROAD. sum: 211 1IN'l'ER SPRINGS. FLORIDA 32708
(~7) 327-7700
1.\\tl'
J\)~ \) ~
~~
.
GENERAL CONSTRUCTION NOTES:
1. THE fOLlOWING GENERAl NOTES APPLY TO ALL CONSTRUCTION M; DEPICTED
ON THE SITE CONSTRUCTION PLANS.
2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INfORMATION
SHOWN ON THESE PlANS M; APPROVED BY THE cnv Of WMER SPRINGS
3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE. FEDERAL. AND
LOCAL CODES. ALL NECESSARY UCENSES AND PERMITS SHALL BE OBTAINED
BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY
THE OWNER. rr WILL BE THE RESPONSIBIUlY Of THE CONTRACTOR TO INSURE
THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB
SITE PRIOR TO THE COMMENCEMENT Of CONSTRUCTION. CONTRACTOR SHALL
ABIDE BY ALL CONDmONS CONTAINED THERE IN.
4. Nf( PROPOSED fiElD CHANGES WHICH SUBSTANTIALLY DEVIATE fROM THIS PlAN
SHALL BE APPROVED BY THE CRY OF WINTER SPRINGS AND THE ENGINEER PRIOR TO THE
CHANGE BEING t.W>E IN THE fiELD.
5. ALL WORK AND MATERIALS fURNISHED SHALL BE IN REASONABLE CONflRMITY WITH
THE UNES. GRADES. GRADING SECTIONS. CROSS SECTIONS. DIMENSIONS. MATERIAL
REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIfiED IN THE CONTRACT,
PlANS. OR SPECIfiCATIONS.
8. Nf( DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE
PlANS AND THE ACTUAl fiELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE
ENGINEER'S ATTENTION. fAILURE TO 00 SO AND TO CONTINUE CONSTRUCTION SHALL
MAKE THE CONTRACTOR COMPLETELY LJABLE fOR WHATEVER ERRORS AND/ OR
PROBLEMS THAT MAY SUBSEQUENTLY ARISE.
7. ALL IMPROVEMENTS SHOWN ON THESE PlANS SHALL BE CONSTRUCTED IN
SUBSTANTIAL CONfORMANCE WITH INfORMATION SHOWN ON THESE PlANS. Nf(
CONFlICTS WHICH RESULT IN CHANGES TO THE PlANS SHALL BE BROUGHT TO
THE ATTENTION Of THE ENGINEER PRIOR TO fiELD CHANGES. MINOR ADJUST-
MENTS CAUSED BY VARYING fiELD CONDmoNS. INCLUDING CHANGES AND
DEPTHS Of BERMS AND SWALES MAY BE MADE WITH THE APPROVAL Of THE
ENGINEER If rr IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET.
8. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTlUTlES ARE NOT
GUARANTEED AND SHALL BE INVESTIGATED AND VERIfiED IN THE fiElD BY
THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER M;SUMES
NO RESPONSIBlUTY fOR ACCURACY Of LOCATION OF EXISTING UTlUTlES SHOWN OR
NOT SHOWN ON THESE PlANS. PRIOR TO THE START OF Nf( CONSTRUCTION
ACTMlY IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO NOTIFY THE VARIOUS
UTlUTlES AND TO MAKE THE NECESSARY ARRANGEMENTS fOR Nf( RELOCATIONS
Of THESE UTlUTES WITH THE OWNER OF THE UTlUTY.
9. THE CONTRACTOR SHALL BE RESPONSIBLE fOR Nf( AND ALL COST WHICH MAY
OCCUR DUE TO Nf( DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING
UTlUTlES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL COVER THE
ENTIRE COSTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES.
10. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTlUTlES. AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTJUTY COMPANIES. IN ORDER TO PERMrr MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTlUTlES, IN ADVANCE OF CONSTRUCTION, BY CALLING -SUNSHINE-
AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTJUTlES NOT INCLUDED IN THE "SUNSHINE- PROGRAM.
11. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTlUTlES A MINIMUM Of TWO WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND 00 NOT SHOW
SERVICE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE UNES IS BY AN ON SITE INSPECTION BY THE RESPECTIVE GAS
PERSONNa THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE
RESPECTIVE GM; COMPNf( TWO WORKING DAYS BEFORE ENTERING A
CONSTRUCTION ARfA.
12. ALL HORIZONTAL LAYOUTS fOR SITE CONSTRUCTION SHALL BE BASED ON THE
APPROVED PlAN NID/OR PLAT, AND PERfORMED BY QUALIfiED PERSONEL
13. ALL ELEVATIONS REFER TO THE DATUM M; INDICATED ON THE SURVEY (BY OTHERS).
14. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID
DISTURBING Nf( EXISTING SURVEY MONUMENTS. Nf( MONUMENT DISTURBED
BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY
THE PROJECT SURVEYOR.
15. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY M;
NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION.
16. THE CONTRACTOR SHALL NOTIFY AMERICAN CML ENGINEERING COMPNf( 24
HOURS IN ADV~CE PRIOR TO Nf( TESTING M; INDICATED IN ITEM No. 15
ABOVE.
17. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTlUlY COMPANIES OF
THE PROPOSED START Of WORK IN ACCORDANCE WITH THEIR ST~DARD
REQUIREMENTS; INCLUDING BUT NOT UMITED TO WATER, SEWER. POWER,
TELEPHONE, GAS AND CABLE 'TV COMPANIES. THE CONTRACTOR SHALL
COORDINATE THE INSTAl.LATlON OF UNDERGROUND CONDUITS PRIOR TO
SUB-BASE CONSTRUCTION.
18. UPON NOTICE FROM THE CONTACTOR THAT CONSTRUCTION IS COMPLETE AND
READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE fiNAL INSPECTION
AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR
DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE
SATlSFATlON or THE ENGINEER AND OWNER. ALL REGULATORY ~D GOVERNMEN-
TAL AGENCIES WHICH REQUIRE fiNAL INSPECTIONS SHALL HAVE BEEN CONTACTED
BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR
TO ACCEPTANCE BY THE OWNER.
19. THE CONTRACTOR SHALL PROVIDE COMPLETE -M;-BUILi INfORMATION TO
THE ENGINEER RELATIVE TO THE LOCATION OF ALL WATER UNES, WATER
SERVICES, VALVES. SEWER UNES, SEWER SERVICES, STORM SEWER UNES,
INVERTS OF STUCTURES, fiNAL RETENTION AREAS, fiNISH PAVEMENT GRADES AND
CONSTRUCTION BENCH MARKS fOR VERIFICATION. THE -M;-BUILi RECORDS
SHALL BE KEPT AT THE JOB SITE AND UPDATED M; THE PROJECT PROGRESSES
ONE (1) SET OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE ENGINEER.
20. THE CONTRACTOR SHALL BE RESPONSIBLE fOR THE MAINTENANCE OF ALL lANDSCAPE
BUffERS AND RETENTION AND DETENTION FACIUTlES UNTIL THE WORK IWi BEEN
ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR
ORIGINAL CONDITION.
21. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL. STATE ~D LOCAL LAWS AND
REGULATIONS CONTROWNG POLLUTION OF THE ENVIRONMENT.
22. Nf( FUEL STORAGE AREAS SHALL HAVE PRIOR OWNERS APPROVAL AND APPROPRIATE
MEASURES SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER ~D
SOIL RESOURCES.
23. THE DESIGN ~D ENGINEERING OF THIS PROJECT IS BASED ON INFORMATION SUPPUED
BY OTHERS. EASEMENTS OR OTHER ENCUMBRANCES, WHICH MAY EXIST ~D NOT SHOW
ON THE SURVEY ARE NOT THE RESPONSABIUTY OF THE ENGINEER.
24. EXITING SOILS CONDITONS WHICH DIFfER fROM THE SOILS REPORT SHALL BE BROUGHT
TO THE ATTENTION Of THE ENGINEER AT TIME Of DISCOVERY.
25. THE CONTRACTOR WILL BE RESPONSIBLE fOR MAKING A VISUAL INSPECTION Of THE
SITE ~D WILL BE RESPONSIBLE FOR THE DEMOUTION AND REMOVAL OF ALL
UNDERGROUND AND MJOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW PACIUTlES. SHOULD Nf( DISCREPANCIES EXIST WITH THE PlANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER ~D REQUESTING
A ClARIfiCATION OF THE PlANS PRIOR TO DEMOlITION.
26. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED, OF
OFF-SITE IN ACCORDANCE WITH APPUCABLE REGULATIONS.
27. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS ~D PERMITS AT
THE CONSTRUCTION SITE SAFETY.
28. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK
BEING PERfORMED ON SITE BY OTHER CONTRACTORS. CONTRACTOR SHALL COORDINATE ~D SCHEDULE
AClMTIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTIUTY COMPANIES.
,CL TWIN\PROJECf-A\0334S\0334SA02.dwg, 6/8/2004 9:06: 11 AM. 1 :20
EARTHWORK:
1. EXISTING TOPOGRAPHY ~D CONTOURS ARE BASED ON THE SURVEY (BY GlACE & RADCUFfE, INC.).
2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED M; REFERENCED BELOW. At<<
CONFUCT BETWEEN INFORMATION WITHIN THE RERORT AND THESE CONSTRUCTION
PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE
CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING.
GEOTECHNICAl.. ENGINEER: MIKE TANNOUS ENGINEERING
REPORT No.(S):
DATED:
3. THE CONTRACTOR SHALL READ AND ADHEAR TO ALL RECOMENDATlONS CONTAINED
IN THE SOILS REPORT.
4. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED M;
PART Of THE LANDSCAPING SHALL BE CAREfULLY PROTECTED DURING
CONSTRUCTION. WHERE TREES, PlANTS OR SHRUBS ARE ADJACENT TO THE
CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL
CotmmONS Of THE VEGETAION.
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE
AND PROPER SOIL EROSION CONTROL MEASURES, M; NECESSARY.
6. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH
SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAlON ST~DARD
SPECIfiCATIONS fOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON.
7. ALL EXCAVATION ~D EMBANKMENT SHALL BE PERfORMED IN ACCORDANCE TO
WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPOTATlON ST~DARD
SPECIFICATIONS FOR ROAD ~D BRIDGE CONSTRUCTION. LATEST EDmON.
8. ALL fiLL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED
IN 12 INCH urn (MEASURE PRIOR TO COMPACTION) TO 95" MAXIMUM
DENSITY PER AAS.H.T.O. T-180.
9. ALL DISTURBED ARfAS SHALL BE SEEDED ~D MULCHED UNLESS OTHERWISE
NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR-
DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAlON
SPECIfiCATIONS fOR ROAD ~D BRIDGE CONSTRUCTION, LATEST EDmON.
10. ALL DESIGNATED AREAS TO BE SODDED PER THE PlANS, SHALL BE PERfORMED
IN ACCORDANCE WITH SECTION 575 OF THE f.D.O.T. SPECIfiCATIONS fOR ROAD
~D BRIDGE CONSTRUCTION, LATEST EDmON.
11. THE CONTRACTOR SHALL NOT COMPACT, STABIUZE. OR CONSTRUCT BASE
COURSE WITHIN lANDSCAPE ISLANDS OR MEDIANS.
12. fiNISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN fiNISHED
GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE
OTHERWISE SHOWN ON THE GRADING PlAN.
13. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST,
MUD AND EROSION DURING CONSTRUCTION ~D SHALL PROTECT ALL ADJACENT
PROPERTIES AND RIGHTS-OF-WAY fROM DAMAGE BY EROSION, SEDlMENTAlON
OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES.
14. rr IS THE CONTRACTOR'S RESPONSIBITY TO DETERMINE EXISTING SITE CONDmONS
OF SOIL TO DETERMINE IF Nf( OFF-SITE MATERIALS WILL NEED TO BE IMPORTED TO
ACHIEVE THE GRADES SPECIfiED ON THE PLANS.
15. ALL EXCESS fiLL fROM THE SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A
LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE ~D THE
ENGINEER.
16. ALL AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALl TIMBER, BRUSH, STUMPS
ROOTS, GRASS, WEEDS. RUBBISH. AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING
ON OR PROTRUDING THROUGH THE SURFACE Of THE GROUND.
17. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMIUAR WITH THE
OVERALL SITE CONDITIONS AND PERFORM ADDmONAL INVESTIGATIONS M; DETERMINED
NECESSARY TO UNDERSTAND THE UMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT
AREAS. ADEQUACY OF EXISTING MATERIALS M; fill, DEVATERING REQUIREMENTS, CLEAN
FILL REQUIRED fROM OFF-SITE AND MATERWS TO BE DISPOSED OF OFF-SITE, ALL
OF WHICH WILL AFFECT HIS PRICING. Nf( DELAY, INCONVENIENCE OR EXPENSE
CAUSEDTO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING
CONDmONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION
WILL BE ALlOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING
CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE M; BACKfiLL. AND THE CONTRACTOR
MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, fROM OFF-SITE TO MEET THE
REQUIREMENTS FOR COMPACTION ~D PROPER fiLL
DRAINAGE:
1. ALl DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH THE CITY OF WINTER SPRINGS STANDARDS.
2. ~ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORD~CE WITH
F.O.O.T. STANDARD SPECIfiCATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
L"TEST EDmON.
3. THE ABOVE r.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED
THESE PlANS BY REFERENCE.
4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER-
UNES Of DRAltooE STRUCTURES AND fROM INVERSE OF HEADWALLS AND
MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS
WHEN BIDDING MITERED END SECTIONS.
5. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE
PIPE (ASTM C-78, CLASS III) OR ALUMINIZED STEa TYPE 2 C.M.P.,
If ALLOWED BY LOCAL AUTHORRY.
PAVING:
1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRN;S
CURRENT CONSTRUCTION SPECIfICATIONS.
2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACEN1T SECTIONS SH,6U BE
GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWrti BY THE FLOW
ARROWS ON THE PlANS ~D TO PROVIDE A SMOOTHLY TRANSmONED DRMNG
SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE. ~D NO UNUSUALLY
STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND
ENTRANCE AND EXrr GRADES TO INTERSECTIONS WILL H1AVE TO BE STAKED IN
THE fiELD AT DIFfERENT GRADES THAN THE CENTERUNIE GRADES SHOWN
ON THE PlANS. IN THESE AREAS, IT MAY ALSO BECOWE ADVISABLE TO MAKE
MINOR LOCAL fiELD ADJUSTMENTS IN THE PAVEMENT GIRADES TO ACCOMPUSH
THE PURPOSES OUTLINED.
3. rr MAY BE NECESSARY TO fiELD ADJUST PAVEMENT ElEVATIONS TO PRESERVE
THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. lHE CONTRACTOR IS TO
COORDINATE WITH OWNER'S ENGINEER PRIOR TO Nf( EWATION CHANGES.
4. PRIOR TO CONSTUCTlNG CONCRETE PAVEMENT, THE COINTRACTOR IS TO SUBMIT
A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGlINEER FOR APPROVAL
5. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS IEXPANSlON JOINT MATERIAL
AT ABl1TMENT Of CONCRETE ~D Nf( STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAfFI<C PAINT IN ACCORDANCE
TO FOOT ST~DARD SPECIfiCATIONS 971-12 OR 971-113. PARKING STALL
STRIPING TO BE 4- WIDE PAINTED WHITE STRIPES.
7. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON TlHE CONSTRUCTION PlANS.
CONCRETE FOR CURBS SHALL BE DEPARTMENT Of TRAlNSPORTATION CLASS
"I- CONCRETE WITH A 28-DAY COMPRESSION STRENGTHI OF 3000 PSI. ALL
CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS ANID SHALL BE CONSTRUCTED
AT INTERVALS NOT TO EXCEED 10'-0- ON CENTER. CtONSTRUCTlON Of CURBS
SHALL BE IN CONfORMANCE WITH FOOP STANDARD SPECIFICATIONS fOR ROAD
AND BRIDGE CONSTRUClON (1991) SECTION 520 AND DETAILS PROVIDED ON THE
CONSTRUCTION PlANS.
8. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDEC> AS SHOWN ON THE
CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMIENTS OF THE OWNER/OPERATOR.
SIGNAGE SHALL BE IN CONFORMANCE WITH MUTeD (LAm:sT EDITION). A 14 DAY
PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO AU'PLlCATlON Of THE PAVEMENT
MARKINGS. RER.ECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH
FOOP INDEX NO. 17352.
9. A MINIMUM OF 2-WAY ONE lANE TRAFFlC SHALL BE MWNTAlNED IN THE WORK SITE AREA.
ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT
OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL
BE CONTINUOUSLY MAINTAINED FOR ALl PROPERTY OWfNERS SURROUNDING THE WORK ARfA.
UGHTED WARNING DEVICES ARE TO BE OPERATIONAL PIOOR TO DUSK EACH NIGHT DURING
CONSTRUCTION.
PAVING SPECIFICATIONS - ASPHALT SUIiFACE/UMEROCK BASE:
1. SPECIfiCATIONS fOR THE PARKING ARfA AND DRIVES JAR[ M; FOLlOWS:
SUB-BASE REQUIREMENTS: fOR UMEROCK BASE
A). COMPACT TO 95" OF AASHTO T-180 fOR TOP 1~" AND STAB. TOP 6-
B). STABIUZE TOP 6- TO 50 PSI FLORIDA BEARING VMl..UE UNDER CURBS.
BASE REQUIREMENTS:
UMEROCK THICKNESS - 8-
A). COMPACTED TO 95" OF MAX. DENSITY M; DETERMAINED BY
MSHTO T-180
SURfACE COURSE:
1.50- FOOT M;PHALT CONCRETE TYPE S-1
PAVING SPECIFICATIONS-ASPHALT SURFACE/SOIL CEMENT BASE
SPECIfiCATIONS FOR THE PARKING AR[A, ~D DRIVE WIAY ARE M; FOLLOWS:
SUB-BASE REQUIREMENTS: FOR SOIL CEMENT BASE
A). COMPACT TO 95" Of AASHTO T-180 FOR TOP 1:2-
B). STABlUZE TOP 8- TO 50 PSI FLORIDA BEARING VlN...UE UNDER CURBS.
eASE REQUIREMENTS:
SOIL CEMENT THICKNESS - 6-
A). COMPACTED TO 95" OF MAX. DENSITY M; DETERWINED BY
MSHTO T-18O
SURFACE COURSE:
1.50- fOOT M;PHALT CONCRETE TYPE S-1
1. EROSION CONTROL PlAN - Nf( MODIfiCATIONS TO THI1S PlAN MUST BE
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE
CONTRACTOR. THE MODIfiCATIONS MUST BE APPROVEID BY THE DEPT.
AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED
fOR SUCH MODIfiCATIONS OR APPROVALS.
2. OUTfALL PROTECTION - PROJECT PIPE OR DITCH DISC~IWWES INTO OFF-
SITE OUTfAIJ.S SHALL BE INSPECTED DAILY FOR POSSIIBLE SEDIMENT BUILD-
UP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED 'THROUGH USE OF
ENVIRONMENTN... CONTROL FEATURES M; NECESSARY TO) CONTAIN Nf( SEDlI-
MENT LOSS TO THE IMMEDIATE ARfA OF THE PROJECT.. Nf( SEDIMENT
BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONlTRACTOR'S RESPONSI-
BlUTY TO REMEDY. THE CONTRACTOR SHALL USE APP'ROPRIATE FEATURES M;
DIRECTED BY THE PROJECT ENGINEER FOR OUTfALL PIROTECTION.
3. SLOPE PROTECTION - Nf( DISTURBED OR REWORKED ~SLOPES 3:1 OR
GREATER SHALL BE ADEQUATELY PROTECDTED fROM ERroSION THROUGH
THE USE OF TEMPORARY SODDING UNTIL PERMANENllY' STABUZED
SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORIE THAN 24 HOURS
OR DURING RAINFALL EVENTS.
4. HAY BALES - THESE SHALL BE PlACED AT THE BASE OF Nf( SLPE WHER A
RAINfALL EVENT COULD ERODE A SLOPE ~D TRANSPOm SEDIMENTS OFF-
SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDAN<CE WITH ST~DARDS
INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVIATION Of EXISTING
BALES, THEN SEDIMENTS SHOULD BE REMOVED, Nf( o.w.w;ED OR INEF-
FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES" THE LOCATION OF
HAY BALES INSTAl.LATION SHALL BE M; DIRECTED BY 11HE PROJECT MANAGER.
5. A. eACK OF SIDEWAIJ( OR MEDIAN INLETS - THESE $tw.l BE PROTECTED
fROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELE.VATlON OF GROUND
OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET" TOP. HAY BALES
SHALL BE INSTAllED AROUND INLET TOP. A SECOND IROW OF BALES SHALL
BE PLACED AROUND INLET APPROXIMATELY 4 - OUTSIDE fiRST ROW. BETWEEN
ROWS THERE SHALL BE A DEPRESSIONS TO ACT M; A SEDIMENT BASIN.
COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE
UNE OF BALES TO PREVENT SEDIMENT INTAKE FROM OITHER AR9S.
B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED fROM SEDIMENT
INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENK;E (TYPE III) SHALL
BE PLACED AROUND THE PERIMETER OF THE INLET OPIENNG IMMEDIATELY
ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED I SLPED MATERIAL ~ENT
TO INLET SHALL BE C<MRED WITH EROSION CONTROl.. ~TT1NG WITH OUTER
UMITS PROTECTED BY A SINGLE ROW OF HAY BALES.
a. STOCKPILED MATERWS - THIS MATERIAL SHALL NOT BtE LEFT IN EROSION
PRONE AAEAS UNLESS PROTECTED BY COVER OR HAY BALES.
7. DAILY INSPECTION - Of ALL EROSION CONTROL MEASUJRES ~D CONDITION
Of ADJACENT PROPERTIES SHALL BE PERfORMED BY TfHE CONTRACTOR
REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFlCENCIES SHALL BE
NOTED AND CORRECTED, OR AT THE DIRECTION OF THEE ENGINEER OF RECORD.
PAVING SPECIFICATIONS -CONCRETE
1. SPECIFlCATlONS fOR THE PARKING AREA AND DRIVES IARE M; fOLLOWS:
SUB-BASE REQUIREMENTS FOR: CONCRETE PAVEMENT'
A). COMPACT TO 95" OF MSHTO T-180 FOR TOP 1:2- AND STAB. TOP a-
B). STABlUZE TOP a- TO 75 PSI FLORIDA BEARING VIALUE.
BASE REQUIREMENTS: (N/A, SEE ABOVE)
PAVEMENT:
5.00- Of 3000 PSI CONCRETE WITH 6-6X1 0-1 0 WWfF (~OMOTIVE AREAS)
(UGHT BROOM FINISH & SAW CUT 3/4- CONTROL JOINRS AT 10' GRIDS)
EROSION CONTROL:
1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO Nf( CLEARING, GRADING, EXCAVATION, f1WNG OR OTHER lAND
DISTURBlING ACTMTIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH
MEASURES OR UNDERGROUND UTlJTIES INSTAl.LATIONS.
2. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE
MEASURES TO INSURE AGAINST POLLUTING. SILTING OR DISTURBING TO SUCH
~ EXTENT M; TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING
DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WEJ1.N.IDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMrr
CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE
NOT UMITED TO, FLOATING SILT BARRIERS. SEDIMENTATION BASINS, SEDIMENT
CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE
PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE
CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT Nf( MEASURES
NECESSARY TO PROVIDE PROTECTION, EROSION, SEDIMENTATION
AND TURBIDITY.
3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH THE MANlW. fOR EROSION CONTROL (LATEST
EDmON).
4. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY
THE CONTRACTOR AND NEEDED REPAIRS OR MAlNTNANCE SHALL BE COMPLETED
BEFORE WORK STOP FOR THE DAY.
5. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE M; LONG M; THE INLET IS
PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR
RUNOFF TO ENTER THE STRUCTURE.
6. ALL EROSION ~D SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY
MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS
PROJECT UNTIL ACCEPTED BY THE OWNER.
7. fAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES
COULD RESULT IN CONSTRUCTION BEING HALTED.
8. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS.
9. EROSION CONTROL MEASURES WILL BE t.tAINTEAINED AT ALL TIMES. ADDmONAL
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD.
10. ALL SEEDING fOR TEMPORARY STABIUZATlON SHALL BE DONE M; EACH AREA
IS MADE READY.
CONSTRUCTION SEQUENCE TO MINIMIZE EROSION ~D SEDIMENTATION AT STORM-
WATER DISCHARGE POINTS:
A. CONTRACTOR TO INSTALL FOOT TYPE II SILT FENCES AT SITE DISCHARGE POINTS.
B. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND
OUTfALL PIPES AT INITIAL STAGES Of CONSTRUCTION.
C. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR
PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET.
ALL EXPOSED EARTH SHALL BE SEEDED ~D MULCHED OR SODDED
SOON AFTER GRADING IS COMPLETED.
DRY POND & SWALE RETENTION AREAS:
1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL
SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PlANS ~D
fIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO
BE CHECKED AF1ER RAINFALL EVENTS fOR EROSION PROBLEMS.
2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL
SYSTEMS M; REQUIRED fOR CONTINUED fUNCTION. RE -GRADE If REQUIRED,
TO MAINTAIN DESIGN CONfiGURATION. ADD SOD AND SILT FENCES M;
REQUIRED TO PREVENT SILTATION fROM EXmNG THE SITE.
3. MOW RETNTION ARfAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH
CONTROL
4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMUlATION OF DEBRIS
AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION
AREAS AND CONVEY~CE SWALES.
5. AWi"u~ ARfA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT
6. PERCOLATION PERfORMANCE SHALL BE EVALUATED YEARLY fOR EACH DRY
RETENTION ARE. THE RETENTION AREAS SHALL PERCOLATE STORED WATER
WITHIN 72 HOURS OF THE END Of THE DESIGN RAINFALL EVENT. BOTTOM
MAlNTNANCE SHALL BE PERFORMED M; REQUIRED BY EXERCISING THE FOLLOWING
PROCEDURE:
A. REMOVE 4 TO 6 INCHES OF RETENTION ARfA BOTTOM MATERIAL AND
SCARIFY EXCAVATED BOTTOM.
B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO
DESIGN GRADE AND SEED AND MULCH PER ORIGINAL DESIGN.
':f.
ALL LOCAl., STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER
REGULATIONS REGARDING TEMPORARY BARRICADES, UGHTS, SIGNALS, SIGNAGE,
ETC., SHALL BE THE RESPONSlBlLTY OF THE CONTRACTOR. SAFE ~D
CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT
SHALL BE MAINTAINED BY THE CONTRACTOR.
2. PRIOR TO COMMENCING WORK THE CON1'R1CTOR SHALL FURNISH, ERECT AND MAINTAIN
ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL
OF TRAFfIC IN REASONABLE CONFORMRY WITH THE MANUAL OF UNIFORM TRAFfIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS OR M; DIRECTED BY THE FOOT " WtnER SPRN;S
TRAffIC ENGINEER SUCH M; TO EFFECTIVELY PREVENT ACCIDENTS IN ALL
PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFfIC OR
CONSTITUTES IN Nf( WAY A HAZARD TO THE PUBLIC.
3. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS
AND ALL SUPPUERS, TO M;SURE THE LEAST INCONVIENENCE TO THE TRAVEUNG PUBUC.
THE CONTRACTOR SHAI.l MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT Of VEHICULAR
TRAFfIC AND SHALL UMIT HIS OPERATIONS fOR THE SAFElY AND CONVENIENCE Of
THE TRAVElING PUBUC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE UOST
IMPORTANT CONSIDERATION.
4. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAUUNG
OF MATERIALS IN PUBUC ROADS BEYOND THE UMITS Of THE WORK. A SPECIAL
PERMIT WILL NOT REUEVE THE CONTRACTOR Of UABIUlY fOR THE DAMAGE WHICH MAY
RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT.
5. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF FOOT
SPECIfiCATIONS AND SUPPLEMENTS.
6. REPLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATIONS
AND SUPPLEMENTS.
7. ALL SIGNS WITHIN FOOT RIGHT-Of-WAY SHALL MEET M REQUIREMENTS OF FOOT
SPECIfICATIONS AND SUPPLEMENTS.
8. REfLECTIVE PAVEMENT MARKERS SHALL BE PlACED IN ACCORDANCE WITH FOOT STANDARD
INDEX NO. 17346
9. STRIPING WITHIN FOOT RIGHT-OF-WAY SHAI.l BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17346.
10. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORD~CE WITH
FOOT STANDARD INDEX NO. 11860 AND SHALL BE PlACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17302.
11. SIGNING AND STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH
THE MANUAL ON UNIfORM TRAFfIC CONTROL DEVICES (MUTCD).
12. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY SHALL CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION (1991).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS
CONSTRUCTION, MAINTENANCE AND UTlUTY OPERATIONS FOR STREETS AND HIGHWAYS
ON STATE MAINTAINED SYSTEMS. (JAN. 95') (AKA: STANDARD INDEX). COMPLIANCE
WITH ALL APPLICABLE INDICES IS REQUIRED.
13. THE MAINTENANCE OF TRAFfIC IS TO BE PER FOOT INDEX NO. 600 AND NO. 623.
SAE:Erll
1. DURING THE CONSTRUCTION AND/ OR MAINTENANCE OF THIS PROJECT. ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFElY OF THE
TRAVEUNG PUBLIC AND THE SAFETY OF HIS PERSONNEL LABOR SAFETY REGULATIONS
SHALL CONFORM TO THE PROVISIONS SET fORTH BY OSHA IN THE FEDERAL REGISTER
OF THE DEPARTMENT OF TRANSPORTATION.
2. THE MINIMUM STANDARDS M; SET FORTH IN THE CURRENT EDmON OF
THE STATE OF FLORIDA. MANUAl.. ON TRAFfIC CONTROL AND SAFE PRACTICES fOR
STREET AND HIGHWAY CONSTRUCTION, MAlNTENACE AND UT1UTY OPERATIONS: SHALL BE
fOLLOWED IN THE DESIGN APPUCATION, INSTAl.LATlON, MAINTENANCE. AND REMOVAL OF
ALL TfW'FIC CONTROL DEVICES, WAANINO DEVICES, AND BARRIERS NECESSARY TO
PROTECT UMlTS.
3. ALL TRAF1C 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 OSHA
IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIIUlY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APLICA8LE SAFElY REGULATIONS. THE MJOVE INFORMATION IWi BEEN PROVIDED
fOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER
OR ENGINEER WILL INSPECT ~D/OR ENfORCE SAFETY REGULATIONS.
UNDERGROUND UTlUTlES:
1. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER,
RETEST AND/OR PERFORM N<< ACTION NECESSARY TO ENSURE THAT THE
IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
2. THE CONTRACTOR SHALL COORDINATE ALL BACKfiLL OPERATIONS WITH THE PROJECT
SOILS ENGINEER AND SUBMIT TEST REPORTS TO ENGINEER PRIOR TO BEGINNING
WORK ON THE NEXT ITEM OF WORK. I.E. SUBGRADE PRIOR TO CURB.
3. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY
STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA).
Nf( MATERIAL. CONSTRUCTION METHODS. OR MATERIAL cosT TO COMPLY WITH
THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.
4. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION.
5. THE CONTRACTOR SHALL COORDINATE THE INSTAl.LATIONS Of UTJUTY CONDUITS
(SLEEVES) UNDER PAVED AREAS WITH EACH UTJUTY COMPNf( PRIOR TO BASE
INSTAl.LATlON.
6. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTAl.LATION AND CONSTRUCTION OF
THE UNDERGROUND UTJUTlES; STORMWATER PIPES AND MANHOLES; SANITARY
SEWER MAINS, fORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER
MANAGEMENT SYSTEMS SHALL BE INCLUDED M; PART OF THE CONSTRUCTION BID
COSTS.
SANITARY SEWER SYSTEM:
1. ALL SEWER COLLECTION SYSTEM RElATED ITEMS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CITY OF WINTER SPRflGS STANDARDS, THE FLORIDA DEPARTMENT
OF ENVIRONMENTN... PROTECTION, AND HEALTH DEPT. REQUIREMENTS.
2. IF UNSUITABLE MATERIAL IN THE VICINTTY OF SANITARY SEWER UNES ARE
FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE
MATERIAL ~D PREPARE THE TRENCH AND INSTALL THE SEWER UNES IN
ACCORDANCE WITH ASTM 0-2321.
3. ALL SANITARY SEWER MAINS AND LATERAlS WITH IN THE R.O.W. SHALL HAVE
A MINIMUM OF 36 INCHES OF COVER.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO
EXISTING UNES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY
LOCATION AND ELEVATION Of EXISTING CONNECTION POINT AND NOTIFY
OWNER'S ENGINEER Of Nf( CONfUCTS OR DISCREPANCIES.
5. ALL SANrrARY SEWER COVERS SHALL BE TfW'FIC RATED fOR H-20 LOADING.
6. THE CONTRACTOR SHAI.l PROVIDE CERTIfiED UTJUTY RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL lAND SURVEYER. THE RECORD
DRAWINGS SHALL SHOW fiNAL GRADES AND LOCATIONS ON ALL SANrrARY
SEWER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE 3 COPIES
OF THE CERTIfIED RECORD DRAWINGS TO THE ENGINGEER.
7. THE CONTRACTOR SHALL PERFORM AN INFlLTRATlON/EXflLTRATlON TEST ON
ALl GRAVITY SEWES 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
RESPONSIBIUTY. .
8. 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 SUBMITTED
TO THE REGULATORY AGENCY fOR APPROVAL COORDINATION AND NOTIfiCATION
OF ALL PARTIES IS THE CONTRACTOR'S RESPONSlBlUTY.
WATER DISTRIBUTION:
1. ALL WATER DISTRIBUTION SYSTEM RElATED ITEMS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS UTlUTlES REQUIREMENTS,
FLORIDA DEPT. OF ENVIIRONMENTAL PROTECTION, AND HEALTH DEPT.
REQUIREMENTS.
2. ALL MATERWS fURNISHED BY THE CONTRACTOR UNDER THIS SECTION
SHALL BE NEW, HIGH GRADE AND fREE fROM DEFECTS.
3. PRESSURE ~D LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERfORMED
IN CONfORMANCE WITH CITY AND fDEP STANDARDS.
4. ALl WATER UNES SHALL BE INSTALLED IN A DRY TRENCH.
5. PRESSURE AND LEAKAGE TESTS FOR NEWLY-INSTALlED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED
IN CONFORMANCE WITH CITY. AND FDEP ST~DARDS. POTABLE
WATER TEST PRESSURES SHALL BE 150 PSI: DURATION OF TESTS
IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA caoo
DUCTILE IRON PIPE AND 90" Of THAT ALLOWABLE LEAKAGE fOR PVC PIPE.
6. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651
STANDARD PROCEDURES FOR DISINFECTING WATER MAINS.
7. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
8. PRIOR TO THE CONNECTION TO Nf( EXISTING MAIN, THE PROPOSED WATER
MAIN SHALL BE DISINFECTED. IiAVE ENGINEER APPROVED PRESSURE TESTlNG
AND HAVE FDEP CLEARANCE. REFER TO fDEP PERMIT fOR N<< ADDITIONAL
REQUIREMENTS.
9. THE WATER SHALL BE INSTALLED M; NOTED ON THE PLANS. WHERE APPUCABLE,
A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BE1WEEN
WATER AND SEWER UNES. WHEN WATER AND SEWER UNES CROSS WITH LESS
THAN ~ 18- VERTICAL SEPARATION. THE PVC SEWER UNE SHALL BE ENCASED IN
CONCRETE OR DUCTILE IRON PIPE USED IN UEU OF PVC PIPE fOR A DISTANCE
OF 10' EITHER SIDE Of THE CROSSING.
DEMOUTION:
1, THE CONTRACTOR SH,6U OBTAIN ALL NECESSARY PERMITS AND UCENSES fOR PERfORMING
THE DEMOLITION WORK AND SHALL fURNISH A COPY OF SAME TO THE ENGINEER PRIOR
TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE PERMITS.
2. THE CONTRACTOR SHALL MODIFY ALL UTlUTY COMPANIES OR LOCAL AUTHORmES
FURNISHING GAS, WATER, ElECTRICAl, TELEPHONE. OR SEWER SERVICE. SO THEY CAN
REMOVE, RELOCATE. DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO
FACIUTATE DEMOUTION.
3. THE CONTRACTOR SHALL PROTECT ALL UTJUTlES AND OTHER IMPROVEMENTS SHOWN ON
THESE PLANS AND ALL OTHER UTlUTIES AND OTHER IMRCMJ.fENT NOT SHOWN. THE
CONTRACTOR SHALL ASSUME ALL RESPONSlBIUTY fOR REPAIRS OF UTlUTlES AND OTHER
IMPROVEMENTS DAMAGED DURINC CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT
PROTECTION TO ALL UTJUnES REQUIRED TO PROTECT THEM fROM DAMAGE AND TO
PROTECT THE PUBUC DURING CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALl TREES, STRUCTURES, AND
UTJUTlES NOT MARKED FOR REMOVAL OR DEMOlITION AND SHALL PROMPTLY REPAIR Nf(
DAMAGE M; DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER.
5. THE CONTRACTOR TO REMOVE ALL BUILDING STRUCTURES MARKED fOR DEMOUTION
WHICH INCLUDES ALL FOOTERS ASSOCIATED WITH THE STRUCTURE. WATER UNES TO THE
METER LOCATION, LATERAlS TO THE RIGHT-Of-WAY UNE (CAP PRIOR TO BACKflWNG
THE TRENCH), ~D ALL UNDERGROUND ElECTRICAL WIRING NOT ASSOCIATED WITH THE
APPROPRIATE POWER COMPN<<.
6. THE CONTRACTOR TO REMOVE ALL PAVING MARKED fOR DEMOUTION WHICH INCLUDES
ALL ASPHALT, CONCRETE, eASE. ~D RETAINING WALlS (INC1..UDING THE FOOTERS).
7. THE CONTRACTOR TO REMOVE ALL TREES MARKED FOR REMOVAL WHICH INCLUDES THE
ROOTS ASSOCIATED WITH THE TREE. THE TREES NOT MARKED FOR REMOVAL SHALL BE
PROTECTED IN ACCORDANCE WITH THE lAKE COUNTY REGULATIONS.
8. THE CONTRACTOR TO REMOVE ALL UNSALVAGABLE MATERWS AND YARD WASTE fROM THE
SITE IMMEDIATELY AND DISPOSE Of IN ACCORDANCE WITH ALL APPUCABLE FEDERAL.
STATE. AND LOCAl. REGUlATIONS.
9. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STAlGHT EDGE ON Nf( PAVEMENT
PROPOSED FOR DEMOUTION PRIOR TO ITS REM<1/AL PRIOR TO CONNECTING PROPOSED
PAVEMENT, THE CONTRACTOR SHAll. ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT
IS STRAIGHT AND UNIfORM.
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1. Automatic fire sprinkler systems shall be Installed to the specifications of NFPA 13.
Standard for the Installation of sprinkler systems, most recent edition adopted by the State of florida,
NFPA 130, standard for the Installation of sprinkler systems In one-and two-family dweHings
and manufactured homes, most recent edition adopted by the state of florida, and NFPA 13R,
Standard for the Installation of sprlnlcler systems In residential occupancies up to and Including
four (4) stories In height, moat recent edition adopted by the State of florida.
2. AI buRdlngs equipped with autorTlCltlc sprinkler systems
shall be required to have such systems monitored by a central station monitoring company
Installed to the specifications of NFPA 72. NatIonal fire Alarm Code, moat recent edition
adopted by the State of Florida.
3. AI automatic fire sprinkler systems sholl be required to
have such systems Inspected, tested and maintained to the specificotlolll of NFPA 25, Standard for
the inspection, maintenance and testing of water based fire protection systems, most recent
edition adopted by the state of fIorlda. A copy of each inspection report shall be furnished to the fire marshal', office.
N HERBERT, P.E.
39505
SHm': 2 OF: 6 I
~
,', (".'
A F n4llC
...
~
'"
TYPICAL HANDICAP
PARKING
N.T.s.
\'/ATER NOlES
-....---
SHAl:.L BE PVC, PR 20C,
.at HATER PIPE.," 'Fn'TINGS
SOR 21, NSF-PW SEAL REQ D.
S~ALL BE CAST IRON MEC~A~1CAL JOINT
CEMENT tINED.
~ .
E 5 1 12" M IN.
~IRE H'ORANTS SHALL B
VALVE OPEIHNG. BE 18'.' FROM" FINISH
GRADE to NOZZLE AND BE PAINTED ANr
LOCATED lN AGCORDANCE WITH LOCAL
FIR~ DEPARTMENT REGULATIONS.
ALL WORK AND ,..\ATEIUALS SHALL SAT-
ISFY APPLICABLE REQUIREMENTS OF
NORTH ORLANDO WATER & SEWER CO. AND
CITY OF WINTER SPRJNGS.
:s .
AS-BUILT INFORMATION SHALL BE RE-
CORDED AND SUBMITTED TO ENGINEER.
OCATED IN CURBED ISLANDS
FIRE HYDRANTS SHt~L 4~ESTLEEL POSTS SECURELY AN-
OR PROTECTED BY ~
CHORED IN THE PAVEMENT.
6. ALL VALVE BOXES ARE CAST IRON.
SEWER NOTE S_
..-.---
If .
5.
1 .
4~,
"-
.....
........
2 .
i="PE is PVC ~.sn\ 30:;4 S()~ 35.
MANHO~ES APE P~E[AST ASlrl GOAlED
INSIDE.
-.FRAME ~ND C(WER USF 175.
ALL WORK AND MATERJ,\LS SHALL S~T-
ISF~ APPLICABLE REQUIREMENTS Of AND
NORTH ORLAtmO WATER:; SEWER CO.
CITY OF WINTER SPRINGS.
3 . .
It .
AS-BUILT INFORMATION SHALL BE RE-
CORDED AND SUBMITTED TO ENG1NEER.
I
ANY DELETERIOUS MATERIAL FOUND IN TRENCH-
ING FOR INSTALLATION OF WAfER OR SEWER
PIPES SHALL BE REMOVED AND REPLACED
WITH CRUSHED STONE, GENERALLY AS SHOWN
. ON FIGURE 6 -I OF THE SPECIFICATIONS. STONE
SHALL BE PLACED BELOW PIPE. ABOVE PIPE
SHALL BE BACKFILLED WITH CLEAN SAND.
5.
(~0.8. #3
LANDSCAPED
43 ~
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o
AREA~
44
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DE9;CRI:-PT .ION
. .~ ~ TO
___'~ .~ 8 eXISTING M.H
.... ~o
, ~
~ "U o. ~ Cl.6'ARANCc
~ {J eGo .57. 4t!J
PRO~ At'. Te I1'NAT€ /)
---- --- i:lfis:!e:!e>t:.::~~:l!//- -~IPELlNE
-..30'" RCP N/
.3 ~" NAl.c.
DRAINAGE PIPE XllERNATlS
SOIL PREPAR~TION NOTES
30" RCP
:, 3 " X 2 7 I' C 5 P A
Ii I TV'" ~9-~~_COATE~ _
The entire construction site, including a
minimum margin of five feet bey~nd the
perimeter of all buildj IIg.., parkl.ng and
______dr i veway_areas--should -be_cleared - and -- -.------------
stripped to remove all existing vegetation
and other deleterious material. .
ALLOWED
1.
.?HOWN
Lf2!! RCP
'. 2" C S P
BiTUMINJUS COATED
The stripped areas should be leveled and
thon compacted by Deans of a large self-
propelled vibratory roller which has a
minimum static weight of 12,000 pounds
and is capable of exerting a minimum impact
energy of 20,000 poinds (i.e. DYNAPA~ CA-lS
or equivalent).
CROSSING
2.
6TRI'".q:.s (7YR)
N.T.S.
~/
~Q
)
,
\
,
A sufficient number of overlapping passes
should be made by the vibratory roller
across the stripped areas so as to compact
the Jnderlying natural soils to a minimum.
density equivalent to 95.0 percent of the1r
Modified Proctor Maximum Density (AASHTO T-lBO)
as tested for a minimum depth of three feet
below the compacted su~face.
All building and pavement areas which fal~
within the areas containing surface organ1cs
should be demucked from beneath the building
and pavement structures including a minimum
margin of five feet outside the perimeter
of such structures and backfilled with clean
fine sands and compacted as described below.
All fill required to elev~te the building
and/or pavement areas to their designated
finished sub-grades should consist of clean.
granular soils and should be placed in lev~l
lifts not to exceed 15 inches loose and be
compacted as described above.
A Soil En~i~eer from Jammal & ~ssociates, Inc.
or his designated representative, should
inspect and test all compacted surface~ to .
assure that the natural in-place 3nd f1ll s01.ls
are properly densified as specified above.
3.
\
\
\
1 \
1 . '._______ \
-------0
4.
HYDRANT PROTECTION
NT.S.
5.
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6.
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NO.
ST. PETEF
PA1RCE~ ONE
-".
..~
A ac, 01 land li iny in oJecLioll 34, Township 20 South, Range 30
East, Seminole County, Florida amd be:Lng more particularly described
as follows:
. .
... .0__..' ....._-
,-.
From the intersection of the cent.er1i.i.nes of Moss Road and.'The
Longwood-Oviedo Road run S BBo 2~' 42- E 701.16 ft. along the
centerline of The Longwood-Ovieda> Roa:d.. thence NOlo 36' 1B" E
50.00 ft. to the Point of BeginnLng: thence continue NOlo 36' lB" E
115.00 ft., thence S 8Bo 23' 42" E 322_00 ft., thence NOlo 36' 1B" E
289.BB ft, thence S 880 25' 42" E: 16_ 09 ft., thence NOlo 36' 18" E
293.94 ft., thence S 570 57' 15" .E 4L6- 35 ft. to the westerly right
of way line of Sherry Avenue, thence 5 260 02' 06" W along said right
pf way line 75.32 ft. to the Point of Curvature bf a curve to the left
having a radius of 284.34 ft.'and a c::entral angle of 34041' 22",
thence along the arc of said curv-e 1 T 2 _ 15 ft. to a point on curve,
thence S 720 38' 37" W 162.49 ft., ttue.nce S 170 21' 23" E 190.00 ft.
to a point on the northerly right of -....ay line of The Longwood-Oviedo
Road, sa~d point being a point on a C:-Jrve having a radius of
1,230.00 ft., a central angle of '090 58' 15" and a chord bearing of
S 860 37' 10" W, thence along the arc: of said curve 214.05 ft. to
the Point of Tangency, thence N BB:O 23'. 42" W 340. OB ft. to the Point
of Begining. "
containing 4.701 Acres more or less.
DESCRIPT ION
PAJRCEL TWO
. .
A tract;. of land lying in Section 34, 'J:'ow.,'nship 20 South, Range 30
. I
East, Seminole COUf!ty, Florida and beiLng more particularly described
as follows:
-...
. ".
I
From the '.intersection of the center1imes of Moss Road and The
Longwood-Oviedo Road run S BB 0 23' 42" E 701.16 ft. along the.
center~.ine of The Longwood-Oviedo. Ruad!... thence NOlo 36' IB'" E
50.00 ft., thence S BBo 23' 4?" E 340_08 ft. to the Point of
Curvature of a curve to the left h.avimg a radius of 1,230.00 'ft.
and a central angle of 090 5B' 15"', 'th.:ence along the arc 'of said
curve 214.05 ft. .to a point on ~urve, said poil1.t being the Point
of beginning: thence run N ], 7 0 21' . 'j 3:- \oJ 19('). ~n . ft.. '!:'lrur~~.
N 720 3B' 37" E 162. t9 ft. to a pc>in\~. to.n tlpe '\"e.stei'.~y' right of.
. way line of' She!::}"}" Avenue, ~a ~~ yo.:=.;?:t ~P:- :._...:t'~.~._:..?,.~.~J :...qp' ,~. C:E:'=Y~_ . ~.
"-"-"navrng"'-a~"1:-''iJal\:.fS"'"Or~ta"1f7'rr-n::~:;''' a- '..;\w tr.a 1 a nc;fl e . of' 'i:>~"'b-'~'2-!.._01." and
a chord bearing of S 130 00' 20" E, thence southeasterly alol1g
,.
the arc of said curve 43.18 ft. to the ?oi.n t of 'l'angenqy, thence'
- f, 1 7 0 2 l' 2 3" E 161. 65 ft. to a . t 1:.1 th 1 ~ .
po 111 C':l "le nor' er y ',19ht of
way line of The Longwood-Oviedo Road, said point being; point on
? curve having a radius of 1,230.00 ft_, a central) angl of
~ . .
070 27'.11" and a chord bearing of S '770 51' 2B" W, thence south-
westerly along the arc of said curve 160_00 ft. to the Point
~
of Beginning. i
.......~
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. .
.
From the point of intersection of the centerlines ,Of Moss Road
and The Longwood-Oviedo Road run.S B80 238 42" E 101.16 ft. a10n9
the centerline of The ~ong...'o.od-oviedo Road, thenc~ NOlo 36' iB~~.~'~-
165.00 ft. to the Point of Beg im.ling, thence contirue N 010 36 ")..ij."
IB6.56 ft. to the Point of. Curvature of a curve to the right havio"<i
a radius of 924.31 ft. ..and a oentral angle of 240 25' 4B", thence
. , ,
northeasterly along the arc of said curve 394.11 ft. to the Point
.of Tangency, thence N 26002' 06", E 143_08 ft., thence S 57057' 15'" E
227.52 ft, thence'S 01036' lB" J 293.94 ft., thence N BBo 25' 42" \W
I
16.09 ft, thence SOlo 36' lB" W ,289.88 ,ft_, thence N BBo 23' 42" W
322.00 ft. to the Point of Begin1inq. I . DE.e J 2 lJ1J
'E:XIIBIIT "B".....MALONE & HYDE, INC.jTllE
VILLAGE HARKE'l'PLACE' OF. WIN ~PRINGS,
MARK~ 'E 0 WINtER SPRINGS
......
..'
Containing 0.729 Acres more or less.
.~
DESCRIP1: ION
I
,
,
I
\
,.
20 South, Range 30
parriCUlarlY described
.
.,
PARCEL THREE
...,.
-..
, .
A tract of land lying in Section 34, To''''nship
East, Seminole County, Florida and being more
as follows:
(-
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,
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~'rl..
;:f~.~'.
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.i.e above de:-:-r.iptions baticu on d ~la~
". :-;urvey prepared by Land - 'Cavone
: ._lLd Snrveyors - L)~l:~d 4i~/'/9.
. ,1
!
:~~
SITE PLAN
-IE VILLAGE MARKETPLACE
OF WINTER SPRINGS
I'''M/N AcJ'C TYP.!=S S-/ oR JZ1
CO;\4p.4cr€o TO S7,X ~;d8
OGA/-syry ,cc:?~ ;dPPRG'V6"O M/,f"
--, ""
?S. "-
,,--aM'7'o<''''' """""- "'EM""'''''''- /h"'-A S(
-Z~O-----f .. C;;" .s/OEWA~K 08G COo'V.srA'VC rGO
c; COMPACr€D Si/8(;'I'?4L:JG .-. V'/V06"A" ..qvo'S cOA/TRACr
WH'G'~ 7."~&"~ /.1".--.. _"UPS. ckTENO
BAse AND SVt!l6'P'AOG 5HA~'- BIf: coA-;'PACTcO 70 98~ BAS'G c::;., 6'e'Yo/VO ,\CSC.
MOOI,t::"I'GO .p~ocroR AASNTO T-/ClO ANO .s~.A~t:. HI!!:
F/Ro"W' ANO ~NWI!!:t:.O//V'6'.
ffv....~ ,qc ./) .PEIi' NO. W IS COfi'~ Ic' 79
RSC -:::;f.. E.l)PEI~ CDA COMMENTS--'O-79
--BY..... REVISIONS DATE
E~~ ~~
........
GLI\CE &
R 1\ 0 C L IFF E, I " C.
.. .....~t8rt CONSULTING ENGINEERS
G 8c WINTER PARK. FLORIDA
DESIGNED
DRAWN
CHECKED
APPROVED
RSC
LJ
RSC
9-79
9-79
9-19
SCALE
1"=50'
JOB NO.
79524
DAlE
DATE
DATE
DATE
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-----
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TYP. ALLUMINUM FENCE
EXIST. ell FENCE
-
\' HORIZ. FILLED UNTEL COURSE WITH 1 NO. 5 REBAR
~,: ':.. ~ - TOP OF WALl (+6'-0")
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NOTE: ALL lRASH I: DEBRI SHALL
BE REMOVED AND \€CETAl1ON
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MASONARY FINISH \ "',' '.
S:
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'~.:.. y VERTICAl. fIl.ED CElL lll1H 1 NO. 5 REBAR 0 48" O/C
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~o' Ul1UTY EASEMENT
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11111111111111 1III1111111111 '.~'::.
EXISllNG DRY
RElENllON AREA
1III1I111111111111111111111111
DEMO EXl5nMC WOOD FENCE.
BULD NEW IS HIGH Bloa<
SCREEN WALL. P~T TO
MATai BUILDING BASE COLat
SEE DETAl. 1HIS stET
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~ 12"X30' CONCRETE FOOTER
~
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~ .,/------- - - - - - - \ - - - - - - - - -- - - - - - - -.- - - -- --,
.,/ .,/ L10' Ul1UTY EASEMENT I
.,/
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( ( .,/ .,/ r - - - ~EXlSl1NG LOADING SP~Cf\
(~~d //////// :---------------------L----~~~~II-r
,~.,/.,/ I
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~ I I EXISTING SHOPPING CENTER I ! ~ /
I I I 45, 700 ~ L-+ -:-----,------- --, ~"I'
II I' I ~ I ~~ ~-
II I .. I CRosS WALK /J lff./
I I I I .- //~
I ! I WATER SERVICE I ~~~- ~
II II I EXIST. mE l.N: I t. \.
I PROPOSED ~OPOSED . "I "
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I:
______ 'i:IEJ~D: '. I I '" n DECOAAl1VE == :: ~~. .. ~ 1
I - "'" U WALKWAY = = DECORAl1VE WALK FCR HANDICAP CROSS WALK ~~-
PROPOSED '.......... - - ACCESS 10 EXI~G BUl.DING. ~
DUMPSTER ENa.OSURE I ~ ~S'fiJ~ 'if2DS 8 ~ = ~ PYC WATER SERVICE = ...
10 MEET ORD. NO. 2002-13 I --. / I-+.L.. ~
I I ~~ c=:l0;/~J~ r:::::J~, 'i ;...~ c=:le%7 / V~ '/////L" c=:l~ ~ '~/~/4/77/T =r? D.O .i~
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10' U1LITY EASEMENT ............1:. ': ~~) '/J.':: ~ "\ OUT PARCEL \ \,
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II :EXJST. f<,,, ~~ '/ 'l/////r Qj' --- ~ -- , PARTS' .....,) \
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EXI5nNG DUll'STER TO BE ENa.osm
TO MEET CRD. NO. 2002-13
SEE SHT. IS FOR CONS1RUCl1ON DETAR.S
TYPICAL 6' WALL SECTION
N.T.s.
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EXIST.
Wi 'NPE ".r
lOP El..-4J.80
INV. El..-J8.51
PRCPOSED 5' CONe. SIDEWALK
PR~.
2. SlOP BAR tic
STOP SIGN
RETAINING WALL PLAN VIEW
N. T.s.
BUILDING NOTES:
1. BUILDING MATERIAlS AND FINISH TO BE CONSISTENT WITH,
AT MINIMUM, SUBSECllONS 20-473(A), (C), (D), (E), &: (I) OF CODE.
2. MEC~I~ EQUIPMENT AND SIMILAR DEVICES (E.G. SATEWTE DISHES
BACKFLOW PREVENTERS, AND UTlLfTY BOXES) TO BE SCREENED FROM
ADJACENT R.O.W.S AND PROPERnES CONSISTENT WITH SUBSECnONS 20-473 (B) c!c (J).
rEi
Tw
A ~_
PROPOSED 5' CONe. SIDEWALK
(MATai EXIST. s/Yl)
SCOPE OF PROPOSED IMPROVEMENTS:
III
WIND FORCE
1. CONSTRUCT 27,000 S.F. OFFICE! RETAIL BUILDING.
2. ADD CURBING &: LANDSCAPING TO EXIST. PARKING ARfA.
3. ADD UGHTlNG TO PARKING LOT.
4. ADD MONUMENT SIGNAGE AT S.R. 434
5. ADD DRAINAGE INLETS
6. RESURFACE EXIST, ASPHALT PARKING AND CUT NEW LANDSCAPE ISLANDS OUT.
t-...
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PROJECT DATA:
~
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;
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1. TOTAl.. AREA:
2. EXISTING BUILDING:
3. PROPOSED BUILDING:
4. TOTAl.. BUILDING AREA:
5. PARKING REQUIRED:
6. PARKING PROVIDED:
4.712 1C
45,700 SF
27,000 SF
72,700 SF
1 SP/1CEj 300 SF- 72,700 / 300
10'X19' SP1CE
10'X20' SP/1CE
12'X20' ~D1rJ.PPED SP/1CE
TOT1l.
Ws - UNIT WEIGHT OF SOIL (PCF) - 90 PCF
We - UNIT WEIGHT OF CONCRETE · 150 PCF
F · WIND FORCE (100 MPH) · 25.75 PSF
Ww · AVE. WEIGHT OF WALL ( peF) · 120 PCF
. - SOIL FRICTION ANGLE - 28'
~V - WEIGHT (WALL + SOIL NJOVE FOOTING + FOOTER)
~V - 330 +135 + 300 .. 765
Kp - TAN2 (45+0/2) - TAN '45+28/2) - 2.77
P - 1/2(Kp)W.o2.. 0.5(2.77)90(2.01 - 249.3
Mr1 .. (D3Ws)/6 X Kp .. [(8.00)(90)l!6 x 2.77 .. 332.4
Mr2 - ~V(B/2) .. 765 (2/2) .. 765
MrTOTAl. - Mr1 +Mr2 - 332.4 +765 - 1097.4
Mo - F x A W2 + D) · 25.75(5) X (5/2 + 2.0) - 579.38
Mnet · MrTOTAL - Mo · 1097.4-579.38 .. 518.03
~
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- 243 SP1CED REQUIRED
-159
-89
-8
-256
I.
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CAl.CULA llONS
EXlSl1NG
RESTAURANT
'VlCTORIO'S'
NOTE: COORDINAlE SIZE, LOCAllON, ACCESS OF DUMPSTERS WITH FLORIDA RECYCUNG
NOTE: CONTRACTOR TO FIELD VERIFY LOCAllON OF AU.
UNDERGROUND UTlUTIES .
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DATE: JI1UN U 0 LUU'lI
i 'I
- "-;7 ~l
{ /,; ~ J. tERBERT, II; P.E.
~lE OF fl.DRI)A
REO. NO. J8S05
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e . B/2 - Mnet/ f.V .. 2.5/2-518.03/(765).. 0.32
Qmax - f.V/B(1+6e/B) - 765/2.5[1+6(0.32)/2] - 749.7
Qmin - ~/B(I-6e/B) - 765/2.5[1-6(0.32)/2] - 15.3
'. . ':' . . ,.' . \ ~'.., '0 ':. '........ .,'. .f ' : ... "
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LEXJST. ~ V6t
r~_llON METER
.0",.'..... '"":,,, " .:' " ",
f
ElGS1tIG \leRRO'S PfZZA~
IS A SEPARAlE PARCEl. 12A
NOT INa.lJDED ~ lHlS PRO-ECT
LEXlST. POlE SIGN
10 BE CON\tRlm TO MotUMENT SIGN
SEPERAlE PERMIT REQUIRED ,MD
10 cotFORM WllH SR 434 RtEIlE'tB.OPMENT STAN>ARDS
(10' SE18Aa<. 12' HEIGHT, m 5.f'. CXPY AREA)
'-- SR 4J4
LANDSCAPE BUFFER
PER SEe. 20-485
STOP SIGN
STOP BAR
434
SR
NOTE - NO CHANGE IN EXISTING
CURB CUT LOCATIONS
,
SHEET: 4 Of: 8
\\Laura\c\ACL 1WIN\PROJECf-A\0334S\0334SA04,dwg. 6/8/2004 9: 11:23 AM. 1:40
r- 2-J/~ HARD STEa PIPE
1.00'
A ~ ~ r">.
8
,.;
~ ~ ~
Le'X8'X 4. CONCRETE PAD WITH IHIX1D-10
RIBBON BIKE RACK
lYPE A - HIGH PROTECTION
LEGEND
PROPERTY ~E
LOT ~E
PROPOSED BUILDN;
SE:1'Bfa( UNE
\..AAA.AJJ WATER SURFACE
PROPOSED E.O.P.
I PROPOSED 6")(16- CONe. CURB
PROPOSED 24- MAlMI CURB
~ SAW CUT AND REMOVE
EXI5mG ASPIW.T PAVD.tENT
_ PROPOSED ASPIW.T PAVEt.tENT
.,.. '" "'1
. ." ....;~ .,~:., ...;" PROPOSED CONCRETE PAVING
~'~:\.""'''\' ..1 ;'i t
I:::;.::.~ ;.\. :'<>::::;::'~ PROPOSED GRA\K1 mm I PA'lnfENT
.:.i.'......:..:...:...!':~::-:..J ..,~~
. SANITARY MANHOLE
-r_- SANITARY SEWER MNN
- r 'A - SANITARY SEWER FORCEMAIN
- r VA - POTABLE WATER MAIN
a SINGLE WATER SERVICE
I
EXIST.
.... nPE -I'
TOP a.45.12
SE INV. a.J8.82
N INY. a.J8.82
i'-
"'"
''"':1..
I, OJ~'
--" ~:~\
~ ~...:..r'
PROPOSED
DUMPSTER
10 MEET ORD. NO. 2002-13
C DOUBLE WATER SERVICE
.4 WATER GATE V1LVE
~ ARE HYDRANT
TEMPERARY SIlT FENCE
~
CONCRETE J9DWAU.
.a.
PROPOSED STOP SIGN
~
PROPOSED HANDICAPED SPACE
PROPOSED
DOGHOUSE
ItUT T'f1'E .rf'
TOP EL-44.00
INY. EL.J8.71
-
PROPOSED
ItUT T'f1'E .rf'
M i:!a:W
,
UMITS OF ASPHALT REMOVAL
(SAW alT It MATaf EXIST. ASHPALl)
./
EXlS11NC
SANITARY ~ MANHOLE
RIM El.EVA~.45.17
N INV. a-39.02
E INV. EL.J8.02
W INV. a-39.47
PROPOSED I
SE INV. EL-39.021
. ..:
7'
PLUG WEST IN'&T WITH NON-SHRINK . ~
GROUT NfJ RE-CONSTRUCT flOW
CHNfofEL 10 NEW 8" PVC IN'&T. ~.t\
~",\
......
Q~DU p~ W
.
l
PROPOSED 8" PVC OM
()
CROSS SECTION
. '-',' ,.'" .'. 0.7', :.'",'...
I
ElCIS1IlG """,",0'0 PIZZA ~
IS A SEPARATE PARCEL 12A
NOT 1Na.uDED IN llfS PROiECT
\\Laura\c\ACLlWIN\PROJECf-A\03345\03345A05.dwg. 6/812004 9:16:56 AM, 1:40
I PROP~
100 LF 8 PVC
o o.m
L _
=
. ',' ,'.'
BUILDING NO. 1
EXIST. CIt FENCE
_ 10' .... 20'
4" CONC. S/W - PARKING
F.F. EL = 46.00 ftMi] ~
- _/~
-;- -"1_1 'II
-
EXISllNC CCJ41Ra. SlRUClURE
'I' I I
,-1--
.-"
<.y
(
24'.
DRIVE WAY
~SfiOWN t.-
V
20'
- PARKING
~ ~.L FLOW UNE
vMIES FROM
43.75 TO 43.25
I
A f>S SHO~
...... y
'1 I
,I,~-d,,',1 .', '-I
,
~
OUT PARCEL
SECTION A-A
l
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:~ \ w
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~". \~ PRa'OSED EXTENnON
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- i24"Ra:>>1O.5X MIN r--:::: r:: .--J
'.'" J' IJ.J.LI UUI UU11111' ....1...
/ '\,
~~ SEWER MANHOLE J
TOP EL .44.80
N INV. EL-39.35
E INV. EL-J8.35
r - - - - .lEXIsnNC LOADING SPAC
1.----.1-----1
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L_ ______...._ _____i.-_,
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--- ~ --------------------------~--------------- ///1///, Jf-/ 1~1
~ 8" P\1:WAlER SElMIE ~ ~ Ilk (j
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ExIST. FH , ,.
~
~EXlSJ ~ ~
"MANH'OLE ""
'\. TOP EL:i44.74 . C ":=J ",'
W INV. jO:j4 L:: ~ '\ ~
INV. E1....~ '7
::;;;!, - - ~ _'\1/
~ ~ ----- \
PWC YIEST INVERT WITH NON-SHRlN<
'/ // /~ /?'~a'0 // , GROUT AND RE-CCJ4S1RUCT FLOW
o ~/- \ CHANNEL 10 NEW 8" PVC INVERT.
~V I~ -.... ~ ff!/fJ
y ~~~
WAc:=J ~
SAW alT It MATaf \\ Y"
~ASAlALT. \\1~ ~. ~...,. . ~~.
U I ... ,""
'. ..... ".... ~.... ~..-2~. SlOP BAR
.. ,\.\1 I ""- ~
."'~'~
'. . ,.J.J...~..~,'~ ',-'''':'''" STOP SIGN
()
EXISl1NG DRY
RElEN110N AREA
l
I
/ DEMO EXISl1NG WOOD FENCE.
BUILD NEW 6' HIGH BLOCK
SCREEN WALL. PAINT TO
MATCH BUILDING BASE COLOR.
~$fol
.---------------------
I
I
I
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.....J
EXISTING
BUILDING
F.F. ElEV.=45.60
D
EXIS1nNC PA'tBIENT 10 REMAIN
PAVEMENT 10 BE PAINTED BLAa<
AND RES1RIPED
c::::J ~ / //I<:;'.~
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NOTE
\ ~ SEllUl MoIHHCll.E
L TOP EL .44.80
N INV. EL-38.85
- NO CHANGE IN EXISTING E INV. a-39.85
CURB CUT LOCATIONS
400 WATT METAL HAUDE UGHTS
ON 25 n. FIERQ.ASS POLE
(TYPICIL)
SR
434
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SCALE: 1. - 40'
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NOTE - SEE SHEET 3 OF 8
FOR EXISTING CONDITIONS
s
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PAVED N1lA I Utf'AVED N1lA
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C\Z
li-
-- ~ CONCREIE
COUAR
6" 46" BEND
~ EXIST. 8. ~ SfH. stIER ---=:6
SAN. CONNECTION DETAIL
N. T.s.
HOlE: AU. SLOPES ARE LESS THAN 12:1
AND MEET ASA REQUIREMENTS.
t-...
~~
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S
DATft}UN 0 8 2004
I
j /l
I ~L_,IJ;P.E
II r~1E OF FlDID
RED. NO. 38505
SHEET: 5 or: 8 ''Ill
4" CAP BLOCK
LATCH
AMFAB GATES WI
(6) HINGES, LATCH AND
GATE STOP HARDWARE
[
. ..
...........
.....
[ "----OPAQUE GATE PER an
OF W.S. ORD. 2002-13
(2) GATE STOPS__
WI 9/16"_ x 3"
HOLDERS SET IN SlAB
1-.._
--r-
-.
x x x x x x x x x
.J "-
12.0'
/
/
4" . STEEL PIPE GUARD POST
(SEE DETAIL THIS SHT.)
VERT. FILLED CELL
WI 1 #5 . VERT.
~////////h
~ .
./
'l///A/////~
.
Fl.USHJOINTS
./
/
/;
DRIVEWAY GRADE
b
d
~
/
(2) 14 HOllZ.
I - .. I
~/
12.0'
b
~~
i'..... SLOPED PER GRADING PLAN
I ~ 6" X 6"- 10 X 10 WIRE MESH
I I
1 NO.5 CONT. FILL TOP
COARSE WI CONC.
~ ~0.5 VERT. WHERE
": /' SHOWN ON PlAN
~ FILL AlL REINFORCED
/ caLS wi CONC.
/8 X 16 C.U.U.
. I'"
9
Co
"
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"In 5 ..... (6" X 6"- 10 X 10 WIRE UESH
N ~~ .'. :' 3000 PSI\
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- - - CONTINUOUS
16"
~CIDI Ii
DUMPSTER ENCLOSURE
DET AIL
NTS
ALT. S"XS" EXTRUDED CURB
ALTERNATE CURB DETAIL
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CONCa FLUME DETAIL
Ira\c\ACL 1W1N\PROJECf -A\0334S\0334SA06.dwg, 6/812004 9:38:02 AM, 1: 100
j
'" 10' MIN. STOP BAR SETBACK- -- ,
~, ~
C
~, ~
~~-
CLEAR AREA FOR
SIGHT DISTANCE
./
V ./~
EDGE OF PAVEMENTJ
: SIGHT OBSTRUCTlONS SHALL
- BE W1lHIN lHE SIGHT TRIANGLE
STOP BAR & SIGN
5'-
SIGHT DISTANCE
SIGHT DISTANCE
HORIZONTAL
-~
",
f1.5.
-
-
~
I
3.5', EYE HEIGHT
~CENTERUNE GRADE
1.51'"
UNOBSTRUCTED LINE OF SIGHT -......
VERTICAL
SIGHT DISTANCE DETAIL
NTS
GENERAL NOTES
SLOPE
AS SH?WN ~
1. ALL, CONSTRUCTION SHALL CONFORM TO THE CITY OF WINTER SPRINGS
STAINDARDS AND SPECIFICATIONS.
2. IT VNILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE
lH~T AlL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR
TO lHE COMMENCEMENT OF CONSTRUCTION.
3. IT VNILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY
ALL. EXISTING TIE-IN LOCATIONS AND ELEVATIONS PRIOR TO
COtMMENCING ANY CONSTRUCTION AND lMMEDIA TEL Y NOTIFY THE
EN~INEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND
THE: FIELD CONDITIONS.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS
ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO
'lliE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE
COttfTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD
LOCATIONS AND ANY RELOCATIONS OF THE VARIOUS EXISTING
UTILITIES YftTH THE UTILITY OWNERS. ANY DELAY OR INCONVENIENCE
CAUSED THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL
BE ALLOV€D.
5. ALL. SITE WORK AND BUILDING CONTRACTORS AND SUB-CONTRACTORS
WOFRKING ON THIS PROJECT MUST CARRY PART & COMPLETE WORK
L1AEBILlTY INSURANCE AND GENERAL LIABILITY INSURANCE WITH A
MINIIMUM OF 1500,000.00.
6. THE: CONTRACTOR SHALL LOCATE ALL UTlLlllES OR UNDERGROUND
STRIUCTURES PRIOR TO CONSTRUCllON. AND NOTIFY ALL UTlLlllES 48
HOUIRS PRIOR TO CONSTRUCTION COMMENCEMENT.
7. THE: CONTRACTOR IS TO RESTORE OFF-SITE CONSTRUCl10N AREAS TO
EQWAL OR BETTER CONDIl10N THAN EXISTING.
8. PRIlOR TO COMMENCING CONSTRUCTION IN THE RIGHT-Of-WAY, THE
CO~"'TRACTOR WILL CONTACT THE CITY TRAFFIC OPERATIONS ENGINEER
A W.O. T. SHAlL BE SUBMITTED AT THE PRE-CONST. CONFERENCE.
, '\ \
'\ '\.- ASPHALT - 1.50" S-l
\ ~BASE - 8" L1MEROCK
COMPACTED 98%
SUB-BASE - (L1MEROCK)
10" STAB. & COMPACTED
95% SUBBASE AT 75 FBV
ASPHALT PAVE. SECTION
9'
... .
S
".
....
,..
9. DRAAINAGE DESIGN SHALL CONFORM TO F.D.O. T. AND THE CITY OF WINTER SPRINGS
REG;ULA TlONS.
10. ALL DISTURBED AREAS IN THE RIGHT-OF-WAY SHALL BE SODDED.
Future Curb And~
Gutter Con8tructtonA S 20' R Or As Shown On Plans
1. -1 O~ -- f'--.-.'L.
1'-2"i ...L; ,--/C .Y. Exp., Joint
T+
__ A L....-. C
'---8
Valley Gutter Curb And Gutter
PLAN
I 1'-10. I 1'-2. I
.. .... ./*..
tI--H
..... ~".:.....
. ...,.',....'..../ ~."" r """,':';'._". "Std
. . i!f.,.. ",. 1".1:' . '.' 0",./ .....
.:..J.... ..,. .ft;'" ,,...co., : Ia..' 'M t......, ..... .' \. ,.
~-, >,... ........ .,.~.~... ".'.':'~ . ,0' 'till' t to "::". .
;r ~:-;"~~"':"'t.,.~~,;,;~:,~~t:;,:~",,~~,~~,_ ~ Mln~
1 .. ',- ".. _.. ":~:'h' ..r 'r.
I 3.-0. I
. .
SECTION AA
3' VALLEY GUTTER
FOOT INDEX 300
SHEET 1 OF 1
~w B-':;
I I I I~II
rl~
S- YELLOW
12" YELLOW
DOUBLE 6- YELLOW
18- YELLOW
CROWN
;!:' /4. IlIA GlLV.
. '. STl PIPE
FILLED wi
CONCRETE. PAINT
YEU.OW OR RED
PROW)[ 1/2. EXP.
JOINT WHERE CONe.
PAVEMENT ASUlS GUARD
POST FIlUNI)\TlON
'.' I ~. . .
.~ ~. >~. '~: .~. ~~~..~~~!!!
iiii!liiiSm:. ,fT ,!:H,iE"15I1i~III=1II5
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~ .
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: ..". ." .'. I '- 10" .10' . 1/4" PI..
t 2'-0" so. 1
GUARD POST
()
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~
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4'-O.~
NOTE:
THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC
TYPICAL PAVEMENT SYMBOL FOR
HANDICAPPED PARKING
I
./; 18" WHITE CHEVRONS
/;8" WHITE LINE
.
.
~
11/1 I I
,~~ A
B
~ " I~o N:0
C ~ I I
D I~NTE/
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R4-7 R5-1
C 0
12' ~TO' ~
MIN.
R1-1 R3-1
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8~&&
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STRIPING DETAIL
RIGHT-IN & RIGHT-OUT ONLY
N.T.S.
?
RESERVED PARKING SIGNAGE
SPECIFICATIONS, ~
I I~'Q( I...
ft~ ,_V-.
~o. 0. @' ----r--SEE DETAIL THIS SHEET.
~ ()
J:-
~
l.J
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~
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(:) 0:::
l.J ~
:z
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'-::2 ~ 11-.
~~~~_'~PL
n: OF FlORO\
REG. NO. 38505
SIIIII': 6 or: 8 ,
0.
2-(TYP~
I i~ I~
I~~~ I
-
S-(1YP)
I t~i I
r-
--
-
12' III"
U: MIN
NOTES:
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY
OUTLINED IN BLUE PAINT. AND SHALL BE POSTED AND MAINTAINED
WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNAnONAL
SYMBOL OF' ACCESSIBILITY. OR THE CAPTION -PARKING BY DISABLED
PERMIT ONLY.- OR BEARING BOTH SUCH SYMBOL AND CAPnON.
SUCH SIGNS SHAll NOT BE OBSCURED BY A VEHICLE
PARKED IN THE SPACE. ALL HANDICAPPED pARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT OF' TRANSPORTATION. THE CITY OF' WINTER
SPRINGS DISCOURAGES VARIATIONS FROM THE STANDARD.
2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES.
3. THIS DETAIL IS PROVIDED TO SUPPORT LOC SECTION 3."1.3.2
HANDI~A PARKING ~ I liNG
FOR hAUL TIPL.E SPA~:.. '"
R/W
I
i
R/W
\
I
I
,
I
I
,
I
I
,
,
I
,
,
6- 45' BEND ! It
r P.V.C.~ h \ 1
1111 q ~ II III -[0)
~.J v,,?
6- SERVICE: 6"X4 "X4- /
LATERAL DOUBLE WYE
6"X4- REDUCER
wmt 4- 45. BEND
RISER AND PLUG ·
NS REQ'D
NS REQ'D
,
\ e" 4S BEND ~ J!1
I ~. \A
~cDJ=b f 11T~Ll.-
l' L 6"X4- WYE wmt 4- RIS~ r-
AND PLUG
~
P.V.C. PLUG __________ U
SEWER MAIN
SIZE VARIES
-y- BRANCH
W/6- SPUR
R/W~ FINISHED GRADE AT
I I PROPERlY UNE
-- ..L I'
18- I
I' "
I 4- RISER AND PWG
i · TERMINAL DEPTH
~ ~ NS REQUIRED FOR
~ -HPUSE- SERVICE
1- / ~---g;;~ MAX.).
h"X4- WYE wmt 4- RISER
AND PWG ~
ROTATE 3<T
(1YP .)
SEWER toWN /
SINGLE DOUBLE
-HOUSE-
CONNEC110N
-~ R(W
'\. \J-.
I 18-
Tn" I Ftf
4- RISER AND PLUG ~
,
I
I
~. BEND- ~~/
~~
~~
.......... 6"X4- REDUCER
'- SLOPE TO TERMINAL
DEPlli AT 1.00" MIN.
(1YP)
NOTE: NS PER CI1Y OF WINTER SPRINGS WATER AND SEWER STANDARDS
SANITARY SEWER SERVICE CONNECTION
C-21
Bd
I 1-:-:, ( SEE NOTE 1) -llr-
COMPACTED II ~ lTP
SELECT _ I I II COMPACTED
MATERIAL --.......... - Bc -:::' BACKFILL
~ '--':0-;~/ L
~ ~ [Y~ /..V / l Bc/4 (6- MIN.)
-2 "/~V/~.."~!~:
"//~J:~ ;"'~
CONCRETE -.... 7/ /f 0 I ~. "- :. ,
'''~ 1/ /V/I I \ .'.~; .:.. CONCRETE
I ~. -=(..L~~-1:.-- + --1.+;~ ~"-
Bc/2 ~ ~: ':'..~ ~ I/;'/ /,-1- __ Bc/2
Be '4 if;' .~,. T,-,P r,- __Bc/4 (4- MIN.)
(4:1 MIN.) -~, '.~'.. . '- "- UNDISTURBED
::::>" 11' I 1 -=rl T I :;..--- SOIL
PIPE BELL -../ _ -I II I COMPACTED GRANULAR
Bc/4 (6- MIN.) . , BEDDING MATERIAL
CONCRnE CRADLE t CONCRETE ARCH
. ENCASEMENt
THIS PORTION TO BE
CUT AND REMOVED
COMPACTED BACKFILL
OR OTHER FlNISH~
SCREENED FlNISH~
6X6-6/6 Vi.W.F.\ '"
I LTl\
~QUIRED - ~l\ ~ '\ 1= fEY
e" MIN. ~ ~ .... ." r 7
-:~\ <t. 11 J /'" BRACING
MIN. ) /).gr
/' /1:
COMPACTED BACKFILL V 12' ....
NS SPECIFIED FOR./ ( MIN.
BEDDING TYPE. ')
II lf~
PIPE BELL '( '\ '\
"=n I \ \
+ J
=;,'J ~ I !- .;
II' ~
I r.-r.Wrr1 I 9-"1 I -':;:L1 r
Be
I
Bel
(SEE NOTE 1)
/ SHEETING
ClASS "A" BEDDING-SPECIAL CONDITIONS
~
SHEETED TRENCH
PROTECTIVE CONCRETE SLAB
..
SPECIAL DETAIL
~ AND TRENCHING NOTES
c:::--- Be/2
1. Bc - PIPE 0.0.
Bd _ TRENCH WIDTH AT TOP OF PIPE
MAX. Bd - Be + 24-
MIN. Bd _ MAX. DIM. OF BELL + 8- (UNSHEETED TRENCH)
MAX. DIM. OF BELL + 12- (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE
NS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON-
CUSHIONING MATERIAL. DEPTH SHALL BE 6- BELOW BOlTOM
OF U11L11Y.
3. SHEETING SHALL BE DRIVEN BELOW THE U11UN 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
NS AUTHORIZED BY THE ENGINEER, AND lEFT IN PlACE. IN NO
CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30-
BaOW SURFACE GRADE UNlESS SPECIFICALLY APPROVED.
BRACING SHALL BE APPROVED NS REQUIRED.
4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER
DEPTH OF COVER IS LESS THAN 36- AND IF APPROVED BY THE
U11U1Y.
5. BACKFILL TO BE COMPACTED TO 98" DENSI1Y OF
MSHTO T180 MOTIFlED PROCTOR IN AREJS TO BE PAVED
AND 95" IN OTHERS.
0.6 Bc (TOTAL)
NORMAL TRENCH GRANULAR BEDDING
CLASS "B" BEDDING-NORMAL CONDITIONS
PIPE BEDDING & TRENCHING DETAILS
C-22
\\Laura\c\ACL 1WlN\PROJECf _A\03345\03345A07 .dwg. 6/812004 9:29: 12 AM. 1 :20
.-
A.I.S.I. 316
STAINLESS STEEL
RESTRAINlS
DROP PIPE: ~ j~~
FlANGED 90" ..:. At;
ELBOW AND ~
SPOOL ~.f=;- ~7:~N
.... ..
POINT IN ~
DIREC110N
OF FLOW p,,1 / ~ _-....
:--( (g ---- ~ ~
)- " :.., . ~.~ ~';:,.~ 10. :,(
.(.....:'.: ,..Jh4
FIBERGLASS UNING ~
(SEE DETAIL)
A
..
PRECAST
MANHOLE
WALL~
:v. OF VERTICAL
~~.: ,-TEE / PIPE
:~ ~::~f: .~~~~'4:' 16- MIN.
, .'
_1 \6
" .~. ~ ,--1 of '. ::. ""- INFLUENT
;.) ::. :..:", PIPE
, \..... '.- ..
'.oL - .~:. \' ___ 6- MIN.
INLET CONN. - :.: .::
NS REQ.D--........ I ~ \-2-
MANHOLE INVERT;::::", . . :..r..::. ~
/'......"". '. ~ r: '. '., ~.
> ,'. :'.< .:~ ~ ';- ) ". ..~ :'~.':- ~1
..... .... . ... ;.... . ~ .... r-- 90" BEND
d
CONST.
TROUGH
TO MATCH
EXISTING
FLOW
UNE.
I
DROP CONNECTION
FORCEMAIN CONNECTION
PRECAST
=-:~ . 'Vi 7~
GROUT ~ "'~lrr
STAINLESS STEEL ~..
BAND-- --
~ SEWER PIPE-d
_HOLE IN'IERT 7.. ~. ~
i :-:.'. 'h
~r:~:R
RESIUANT CONNECTOR ---,J\r-;- PRECAST
COt.LAR MANHOLE
ENCASED IN / WALL
NON-SHRINK ......
GROUT FlUSH ":. .
WITH MANHOLE : :.'~ :
WALL -------.... ~
-~
SEWER PIPE
MANHOLE
INVERT Z
Ph;.;'
'..
:'.' :.",': l' 00 .f
,'. 1,...;fI. .
~, Of' ~. ;.. ',' '. .'
<'>
TYP. CONNECT\ON
ALT. CONNECTION
NOTES:
1. PENETRATIONS TO EXISTING MANHOlES SHALL BE CORlE BORED.
2. DROP CONNEC110N SHALL BE REQUIRED WHENEVER THiE INVERT OF AN INFWENT SEWER IS LOCATED lWO (2)
OR MORE FEET NJOVE THE MAIN CHANNEL
3. DROP PIPE SHALL BE OF EQUAL SIZE NS 'THE INFLUEINT SEWER. DROP PIPE SHALL BE PVC OR FIBERGLASS wmt
NON CORROSSIVE OR STAINLESS STEEL FITT1NGS. IF A TRANSmON TO O'THER TYPE OF PIPE. THE TRANSmON SHALL
BE OUTSIDE OF MANHOLE.
4. DURING PlACEMENT OF THE FIBERGLASS UNIN~r IF ll'1E BENCH IS NOT REMOVED TO AlJ.DW THE UNING TO EXTEND
TO THE BOlTO... OF THE MANHOLE. THE EXISTING BENlCH SHALl. BE NOTCHED AGAINST THE MANHOLE WALL FOR THE
ENTIRE CIRCUMFERENCE TO A MINIMUM DEPTH OF 1V<<O (2) INCHES AND 'THE FIBERGLASS UNING SHALL BE PlACED
AND SE'ALED INTO THE NOTCH. Nf( NEW CONCRETE/t;ROut TO BE PlACED OVER THE EXISTING BENCH SHALL BE
BONDED TO THE EXISTING BENCH USING AN APPRCMn EPOXY BASE ADHESIVE TO PREVENT COLD JOINTS AND
TO PROVIDE FOR PROPER BONDING.
MANHOLE CONNECT\ON DETAILS
C-28
Bel
(SEE NOTE 1) ~m~m'IF. .-
<t h~ COMP,tCTED
I .c:i BACKFILL
Be 1T
. z .< .... ~J./CONCRm
~ 2 . . " 4" ". . 'y
.....: J',;;,~~,:", ~..
L -..: .' .~" ~ . ~f ~ "~ . ~. "" .
14'" ".: . I- + F~. \" c::--- Bc/2
.~,yrnTTT ~ A~ ~ !.T
UNDISTURBBV IlJ ~ ~~ \ ~ SEE NOlE 2
SOIL ;; ~ J~ -
PIPE BELL ~ , ell
If . il.Uyrr.!.lJ:1 I jL
0.6 Be (TOTAL) L COMPACTED GRANULAR
BEDDING MATERIAL
-f~tH'I~
a;i .1
~~~ 11~
TARA ST. ~r~T I.D.
1.1 ASSBLY.
TWISTED
BRACKET-
{]
JEREMY PLACE
~TO~
II~
MAIN ENlRANCE ONLY
~ JAMIE A VENUE
II
1.>> T\FFANY LANE I
({TO~
IN~NAL SlGNAGE
NORMAL TRENCH GRANULAR BEDDING
CONCRETE ENCASING
STOP SIGN WITH STREET ID
NTS
o
l-6 to 1ft
I ~_o
r- 0
oc::::r: 0
r-:: =- 0
- 0
o
o
o
o
o
o
o
o
o
o
o
o
.....
~~
SCHEDULE 40 GALVANIZED PIPE
AND FlTTINGS, OR TYPE K COPPER
PIPE AND FlTTINGS. OR SCHEDULE
80 PVC PIPE AND FlTI1NGS.
fl
I
I
I
,
BACKFLOW PREVENTER-lYPE
f-S REQUIRED BY UTILITY
UNION 1
1111
--
r UNION
-..- 1
....
CURB 1
d...\'
~ I "0 .
... :,..
. I . . .... I
" .' ..
',,' t ,," '.
. . If.. ... .
'.' ....'... I : ..
METER BOX AND LID
SET TO FINISHED GRADE. I
i
I
i I
I
I
i
I
I
-r.. T!':rn ~II ill
I
~'i-F.
~;I ~ -~'PI~
1/ l.~ETER I
.. DR9 POLY - PE 3408 2- DIAMETER
DOUBLE STRAP SADDLE
I
.... 4- TO 6-
:r~ :r
I T ~ ] r
l-~
V 12- TO 30-
BALL-
VALVES ABOVE
GRADE
" ..
k
FINIS~ED7
GRAD/ _
-III:, I ~ ~ill~
CURB STOP
(LOCKING TYPE)
CORP. STOP
NOTES:
~
(
1. A POSITIVE DIELECTRIC CONNEC110N SHALL BE MADE BETWEEN
ALL GALVANIZED AND BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE
APPUCABLE. OR AT PR()PERTY UNE AND IN NO CASE SHALL IT BE
INSTAlLED fN SIDEWALK OR OTHER PAVED AREAS.
3. PAINT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS.
FINISH WITH 1WO COATS FORREST GREEN EXTERIOR ENAMEL
4. ON NEW INSTALlA110NS ,. THE BACKFLOW PREVENTION DEVICE
SHALL BE TESTED ACCORDING TO CI1Y OF WINTER SPRINGS. REQUIREMENlS
BEFORE THE METER INSTALlATION CAN BE APPROVED FOR USE.
5. FOR ROADWAY CROSSINGS. ALL POLYETHYLENE SERVICE UNES
SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEE.VE.
THE Sl.EEVE SHALL HAVE A NOMINAL DIAMETER OF A
MINIMUM OF 1 INCH LARGER ~ THE SERVICE UNE
DIAMETER. BUT NOT EXCEEDING 4 INCH NOMINAL DIAMETER.
THE Sl.EEVE SHAlL EXTEND A MINIMUM OF 12 INCHES.
BEYOND 'THE OUTSIDE EDGE OF THE ROADWAY PAVEMENT
AND/OR CURBING. SEAL THE ANNULAR SPACE AT 'THE ENDS
OF THE CASING USING AN APPROVED. NON-SHRINKING. MIN.
25 YEAR. SIUCONE CAULK.
6. POLY SERVICE UNE SIZE SHALL BE 2 INCH.
[ WATER MAIN
.-I
~
~I
I-- =:Jr-
~
3/4", 1", 1 1 /2" &: 2" WATER METER &:
BACKFLOW PREVENTER
COMMERCIAL, INDUSTRIAL. AND MULTI-FAMILY SERVICES
C-3
12"
TYPICAL INSTALLATION
~
1. PLACE POST
2. POUR IN DRY CONCRETE MIX
3. ADD WA lER AND MIX
4. FILL HOLE WI'TH REMAINING
DIRT OR SAND
TYPICAL
PLACEMENT DETAIL
NTS
SIGN
(DIAGRAM 03)
-
6' MIN.
II~
I
. .
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Catalog Number
Description
lamp
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lumens
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Watts
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DIE-CAST CUTOFF
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0.72
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92061002.1ES
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0.72
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NOTE: DO NOT SUBSTITUTE LIGHT FIXTURES, AS THIS WILL CHANGE THE PHOTOMETRICS.
LUMINAIRE LOCATIONS
No.
label
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
C
16
C
17
C
18
C
19
c
20
C
21
C
22
C
23
C
24
C
25
C
26
o
27
D
28
o
29
o
30
o
31
B
32
B
33
B
34
B
35
A
36
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37
C
38
B
39
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A
A
A
A
A
A
A
A
A
A
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C
X
6518.1
6449.7
6449.7
6382.3
6382.0
6313.5
6313.8
6313.5
6381.9
6381.9
6313.0
6239.8
6166.7
6143.3
6219.2
6240.0
6240.0
6240.0
6240.3
6124.8
6236.5
6121.3
6121.3
6121.3
6121.3
6413.6
6283.5
6180.3
6097.3
6018.9
6049.8
6049.9
6050.2
6050.6
6313.5
6018.0
6180.7
6115.6
6050.6
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7281.8
7315.6
7227.1
7308.7
7216.0
7311.6
7246.6
7177.0
7112.7
7052.7
7015.3
7311.4
7296.0
7009.2
7009.2
7032.6
7088.9
7141.4
7200.9
7233.3
7232.9
7205.8
7144.6
7090.2
7033.9
6973.8
6969.0
6968.3
6967.7
7033.4
7077 .8
7142.4
7207.5
7272.8
7103.9
6984.7
7233.0
7301.1
7337.4
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ARC ITb.CfUI2.AL
CON6ULT/N~
b..Nc;/ N b..b..RI NC;'.
/NC.
ELECTRICAL ENGINEER
1080 GREGORY DRIVE
MAITLAND. FL 32761
PHONE: (407J 339 - 3000
FAX: (407) :139 - 8121
E-MAIL: gsigle@ace-mep.oom
GREG SIGLE P.E.
P.E. LICENSE # 48671
EBN # 8019/# 9682
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I Thtt Landecape Co,,"rllclor ehall lneurs lhal lhle ulork. dose nol 'n'srrupl selllbllehetd or proJl!tClsd d,..'n.8ge palll!tr"..
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HF.l\ll
Eo. All plant. bede ehall 10" top dr".."d ..Ilh 2'-3' pltl<!l bark. nvegell.
Eo. LIlt1dl\Cllpe Ccnlr&ctor e....." be wholly ''''pan.lbl.. ro, 1Ilablllt.~ and plumb CCndlllot1 0' 1111 "'e~' and elTub.. at1d tlNII be IoIIg",lI~ II<!Ible 'or any da,.,aso!!!
caul\,.,d b\l It1l1l"'bllll!l a' MY pl"nt ,"llt"rl"le. 6laldng of lrae. or .!Tub'. Ir dlUlr"d or tsquuset."d b!l t.hIlt Landecap" .Archltl!lct.. ."""11 be done ullllzlng a lllfltJlOd
agr"ed upon b!l lhllt Lat1dl~p. Archllecl.
1. .All epeclmen p'anl m"t...la' eha" be approv"d b~ t."'" Archlt.ect. prIor lo 1ll0v""'lII'Il lo t.h!t Job .Ile.
~. Landlcllp" Cont.taclor ......" dl4pOll" or elUlf1pe ePld ,"eJ~r ro("t. or all plantl\ lo bit r~'ovfld ~ d~r.,..t""e clluI..d by rmnovltl opsrllllOl1" 1\1'>8" b1 .",r"I..d
wlt.h feorlll." rrl",bl., ..,II. plllc..,d t1"d comr::'llclec:l !l0 At lo r"-.'1I~b".h prepar gr.ade 'or rneuI planllns. anclfor I.wn 41rea.. ,.'nle'" gade blllfore planllns eh!i" b.
of- 3Q 10,,1011I flnll'" .urfl!lc. or adJac:...l paving or lop of adJIlCef11 elnb..
"'. Bod lo "d9' or .)(I.lIng lr.ell lod line lo b. a .moolh l1anlc:ur"d line at Indlc:alctd oon plan. Bed line I. t.o be approved by Land.cape Archlt.ecl be'or"
In.t.."Ine .od.
10. All o!I,.I.lI..~ I'~~e lI,e lo bo!! pralecled No rill l"Ial8l'1~I 0' u.e or ~avy equlpmenl around _I.Ung t.r",. I. allow"d. E..lellng tr"se ar. lo be protscled b!l a
Ulood berrlcaoa srscled no clol'" lhan t.he drlpllne or lhe l,!!s.
.
10' MIn. ~l.. 3" Ge! lion
Dre\c.e Elm
,~.
~
ij"
~
Ulmu& parvlrolla
.
_J
P\'C lAlER^l
l'UF
.
",
. i
,
51' ~l. X 3' 5pd.. 30 Gallon
Feellve ~oll!:l
flex 'Conlve!' Feellve
.
~
8
I '
I
~
Pi
ij"
....
.~.
, \
----------------- --' -------
RAINBIRD MODEL 1812 - 12" POP-UP
SHRUB SPRA Y HEAD
.
e' ~l., H.T., 30 Gallon
11. All 8)(I.t.Ing plent. malerlal I. to r"",aln unls.. ot.hel'llll." nolao or olreCl.d by the Land.caps Archlt.8Cl.
12 1h!l l.ltndtc~pe Ceo'llrllClOr I~ retpC"'l!"t=>le ror ll~.~llng proJ~cl p.o'le. 1..... LI911d''="t1re CCO<1trllclor ,. to::: t:>rovlc:f~ II c:erl"'sc:f '10111 r~porl ~o c_ and Lar\dllcape
.Arc"''',",ct.. 1~ Lal1dlcllpl'll Contraclor ~hall v...r"~ l!-vll ""'" tC"'" Cl'l-lll1 III''' acct?ptllbl", "or p,op'" grolut.... or lhe prcpoe.sd plant. malerlal. 5heuld the
ConlrolC:t.or rInd poor .011 ccr\dtUone. lhllt OIIln8r and Land,cl!lt:l" ArcHl.ct. IIIU.t be c:on.ula.d prior lo plant.lng.
13 All grtlrltt. o''"'''''''one "...~ .."hHlnS ca",oltlon. ehall b" .....erlrl.d 10\1 t.he Cont.ract.or on I.It.S bsrors eonetrueUon begl,,.. Ar":j olecr8panclel ehall be brouglo1t.
lo lhllt alltenllcn or lhe Land.cap" Archlt.ecl.
104. All prcpoe"d t.rS8t t.o be Inelalled elt.her IIntlrsly 'n or _t'ro'!I or plll"l'''e b.,c:I.. F'amllnS b8dllt1<!l' ..re nc>t. lo be ob.lruc:l.dt I...ooth and FlowIng
1!l. Landeceps Coflt.raclot ehall rllvl"W arch,"ect.ural/"'gln.8I'lng pla"l lo become t,heroug\hly fallll"ar at'"h .urrace at10 lub-eur'ac8 uUIIt.I.....
16. landlcape Cont.raclor eha" eo-orol"at. IIll'..... t."'" I'Sht.lng a...d ,rrleel'on cat1traclot ,ftsaardl"EJ lI",Ing or t.h, In.lallallon or planl "'alerlal
.1 E....o!'.~ pO"'ble ea''''guard &hIl1l b~ lll"~ to rrOl.,ct. bulldl"9 !,ur'''C<!l'. e~\Jlp"'''!'I'll a"c1 Iv",'''....'''ge Lllt1decolp>!t Conlraclor .h.l1I b" re.ponelble ror ll"':l
oamage or '''JUt!:! t.o p8l'1I0t1 or propsrly ......Ich Illay occur ae a re.ult a' hie negllg~" In Ilhct "..~culla" or t."'" work.
Ie. F"rcvlo. pre-",I"eo plllnt. Illaler'al 'or us. ,,, arnuel b.de co...&lellns or ,~ ~ coated! F'lme bark. 2~ % plllal . 10'" ptl"lIle.
IC!! All la"c1lcllp!"'d "relll\ 10 be Irr'g.1led w"'h "" lIulomallc Irr'9"1l0n 1!lllem provIding lee '" cov"rag~. Only pep.up hsad. .hdll be ullllz~d In rIght. or :J.:ay
ar"al 1h!! Irr'e"llon lI!1l1lem .hall m<!let. loca' codel.
.
Crllpe Hyrlle
..,' 3 L!lger&lrOemla Indlell
.
-
~ ~
o S
~ uJ
~ ~
~ ~
~ I
~ g
~ !
.
_.~-- -- ---.--. -. _.- ..---....------- -'--
.3 GlIllon. 24" Min. I-ll.. ;24" O.C.
5andankwa Viburnum
Viburnum euepeneurtl
.
-------.-.-.--...- ----.--- '-'-
.3 Gallon. 12" )( 14". 24" O.C.
.
.3&2 . ~phlolepl& Inolca
'tllbtl' .
Indllln I-lawt.horne
----------......-----..--.- --' ------------
.
3 Gallon, 18" ~l.. 24" O.C.
Rhc:>dendron Indle.!!
Azalea
; 112>8
,
.....
. ..'I '/10110"11.1
"WI'"I
.
.. ------------------------ -- ...-- --"-
12" I-ll.. 1 Gallon. 18" O.C.
.
"'. .1;2~12> L1rlope muect!lrl
,
Llrlope 'Blue BIg'
. "1I)tt l ...."...:.
,€I L""d,..co!lpeo I...pravemsnll w'" 10.. Inlp~eled prior lo 'uuanc.. or a cerllllcal<!t or cccwpant:!I .., ou IllU.t. conlacl ~OIJI' local buildIng dl!llt7arlfl1ent reI' "
'and'C-'F'e 1"'F'(tc~lon.
"" All Ilmeroc:k. eub-baes and conlt.rucllon ",ater'al. are la b. r"",ov"d rrom pll!lnllng ,re"', protr lo InllallallOll or pl.!n\ mal...lotl.
....-..--.--.--.-.---.-.. .- -...- . -.. ..... -' -.-
B
"
L - ~ . ;1.1',. ,: IIH I~ "1"1'
/ !1./I'I"rrl~~;:;
---------.--....
.
, '
12" 5po.. I GlIlIcn. 18" O.C.
Far&on'& JunIper
,1812> JunlperU& parsonll
.
I' . , , '.'1',. 'Ill
...., ,~"~..~.~......~.:,lt.~,,.
.J'. "" "W",.. '-"'1 .\'"
~ii.~J.:: ii. .' l"~'l:i"" .,
~'. -; ~..X .L. . .i1t.~.f.\ ..
__..._4_._.________..___.__._ --.---.----.-----
.
"
]-- [-- l' ~\ 11 ~'
..J [_ ( --' '...>
; .
P 1_ A I\~ 'T- I r\J G
DOUBLE CHECK VAL VE ASSEMBLY
BACKFLOW PREVEf'nER
:\''''I'~~''Wl' '..~~il/ll' ~$1'"
'W !~1 '''iJ:~ ,}It..~, ~w.k
~~~. ,:J'J:t . tJoi.;f;l:.. ~(;i
~-t . ., ,
.' I ," \ " ;
J .
.,".v I" '; ..,
: . '.:' .: . . ~:'
I . ',t
4" pole, 10" O.c.
&eaeonal Color
Annu~ Ie
--......-- -----.- . -------.--.--...-.---. ....--..-----.......-
.
i11m.li!~Hm~n'I.~lt
:.:!fltiti~:._f~Ua~!..1
E ------..------------
All Plsnllng ed&
I
2 112"-.3" Thick
t Pine Barl<. Nuggele
.
.,'
:'Ii!~":f: ~!.1g' 'Il':
~ . 'B~' . ".
:..' .................. ..
IRRIGATION GENERAL NOTES
~<:)wr~.-,
..~ V ~--..
~~ I r ~ ..,.----- l,"J"I< Sh,.\1l R~' Molnlolned in 0
.~~. .2:.../.......- Vertical Poc;ltlon
::.::.~....\ '\ ~"
_~" , . v --"
~"._.....\ .,.,. - .~ t).
:_ . ,'_00_-' I' r'o tf<C ttlle Rubb9r HOS'1
~---- / ./
~:7~\1j/ ~--/
~~ ...~/"'~.-' .' .-----.-..- r.,uy '1II'irl:'S 0) Shall IIp "ept '("...t
J'" 1"" ",/ ".-- -. 2' Mulch Loyer'
"f ...f.......,/"
",/ .......'x. ..- .""'"-- 2' I( 20 )( 24' ~ b,l-p
,./' \ /.... '-" ,.,.-
(~_~"~:"''''''''IJ'r. I' n~w~~:1;'"-._.-.jf---- r t I I
~ t"':;::'" . .. .,...:.....' .---- .-. ('.... 1l1~E'" 'lb\t?t
\, .:~~.,~..;ti:.-J..--'A'~.:!:t. ~~~,:;7_.._ ----..- ~:o':ntpl"gt\{.,i! l~~x'H 10i. r~lr,," Uo,'k
. \ '....,'. :.~. .'~' :.;~.\. I,. '. ~ F.''l I!. 0" I.JI"lI.l<;
'0. ~~~~~ ,. .\. t
t.---'rlo. ~~'in;. "~wt.. .\.:. t:J'--- -.------- C"..,po(, tl?11 Sull Mly
~ -'-"-"l:-..s.~ :.__. ~.;,,;._ -J.. I SettIng bE'd
. . _' --. ...?Xoo-----J
l t-IIJ ~;< 24 . )
... f
~elenllon Pond
Not. Included
.
Ae Indlcaled On Fl~n
.'!':i.1"t..ij"(lJ...:.....~.v.~. 'm~
:1~~!Jt J~... t-i~r~:: l~ ~
~ :-J;.r... ~f,;x. m~~~ : '7.(
.
.~.f)i.~n/>M.;:oi.I.I..:~'" :'1
I'w.nt . -Ii' '~1:H,7' . ,. ., .t
':;:H ., . :~I(.,.I."1~' '. . ..
.
'\1 :.'~\.;~t.:f:;o:WI''''1''~'' .. f'
...y.,.J..,.,~"i':"!,+.f. "'v .!
.~....-.~t!.~r.nn~Jt~.; r,"'l ~
. .
."-' 'r.: ...r...v...-..~;II,$.~lt
:........o:...~, ../("".T i~'''X'l'~'\' .''':'
.:!":.+:..f ......~~1 '/~~\' t..'
..,. .... .. ~_..~. ....Le"-
....,.,Ii" .. ./\\" ....,y . ....,
.
;:.1 :'l-!-'H . .\.~Xl.a:-' J1'
:~I~;~'t :.vt~,~w.l ~.
.t. ..,J.. .1..., t. ..
I~
"-
""I:;II tW/,L'F.
(A) I HE (UN I RAC 1l1R SHALL RE rER 1 U THE LANLI~CAPE PLAN IJHF:N TRLNUIINli HI
LAY PIPE 10 AVUIll N['J AI~IJ EXIS liNG TRUS ANU LARG[ SHRUBS
1.11> ^"t \JIRINlj FRur~ THE: IRRlliAflUN CUNIRllLU.R IIJ III[ REHl.Ill C(111-lfRUI
VALvrS SliAI.L ~[ ur-14/1 IJIREct RURII\L CABI.L r\l.l ~"pr sPiers SHll\LL BE I~AI1[
IN VAtVE BUXES UNLY USING RAlIJ BJRD SNAP-lifE CUNNEClURS I\NIII
SEALAN I,
(C> UNLESS IHHlRIJIS[ INlJllAlllJ PIPINb IIJ A SII-lliL[ SPRAY H~_A\) \HAU_ Il[ 1/2'
FLEX PIPC
Uee In AnnuS I Sed&
Fat-ling 8011
--.------..--. ----.-----.-----..
, .
I :.t,~ s~'r^ y Ilf"'l
....
l. '". !.,
II I) 1'11".
....1;:.:..=--.----.. '" ". r,.c Q')
( 1'1',I'H51"II'I
I tIIn''.
-'.L., ..- .-..~-I~~~~~ ~~~~ .~I~f)
.....~~4=_~..""" ..;.;r.r"T.1I:"~J
" '
. '.
,
.'
,
.,
, 'v f ":f --....
<ll> AU I.1""~ LINt PIPII-lG \HALL Dr IIURllIl IIJ 111\\'[ A MINJ,.'UI.' I~U./I r; lJr 18'.
ALl l AflPAL PIPINli UU~'%IRlAI" Uf THE W\I~J l.1I1l SHALL m. iJURIEtl IU liAVL
A "lINIMUH CUVrR ur 12'
<l.) HIE 1I1IHRI\ClUR ~lIr'LL UJUI~UII~AIF 'vllfH IHl ARtHI((CT UN fHE tXACT
LUCA IIUN ur 1 HE IRRIGAl LON CUN TRULLER,
(f') Till ,-UNIRACll1R ~')IIAlL vERIFY AU. ClINlJllllINS "I~U \lIMt~J~Il"~S :;HU'.JN UN
IHr. Pl.ANS AI IHL SllF PI?IIJP IIJ LIJM~IENU.I.![NI ur "'1Jp.~ UI~m_R "ilS
ClJN "<AC I
<G) f\LL IRRlbMHJN INS1AU.AfIllN SIlALL CUI~FlIRH III lUCAl CUlllS AI~U
REGULA T IllNS.
<H) ALL fJlPINl.i UN IHE.. PLAI~$ IS UIAL;RAt-Il~ArIC'" I.y RIJIJI[1J nIp. n AIf\>IIY ANIl
SHAI.L or RI1IHrU lU AVUID PLAN'S. VE.SHjN I.1IJUlrlCf\I\l.1NS -;HALL llNLY BE..
MAUl: AS IIf.Cl'SS(IRY ro MU:T rtlL.U CUNUlIIUNS ANi) UNLY UPOI~ APPRLJVAL
ur T II[ ARCIIJI EC T.
(/) TilE r.IJNfRAClUR SHALL R( RESPlINSlBlE rup Iltl fiNAL f\OJlISn1lNf ur fHE
SPRII~Kl.[RS ARC ANU RAUlUS HI ASSURE 100 PF.RCENT CUVERAGE.
<J) 115 VULT. SINlil.E PHASE [llCIRICAI. PIJ'vIER IS REQUIRED 11I1IPlRI\ll llll
IRRIGATlUN CUNIRlJLLER. THE CUIHRAClfJR :,IIAI.L BE RESPUNSIBLE rUR CUUP.
DINATlNlj HIE LlJCArllJN (IF THIS PU'vIER VJUI U\.'NERS REPRES[NfAUV[. IT
SII^'-'_ Bl THE RESPONSIBILITY ur HIE C[1NIRACIlJR 1IJ SU THA' 1111:
CUNTRlJl.LER IS IJIRrO IN ACCLJRDf\NCE \ll1H All. ELECIRICAl COUlES 8'" A
lIcr.Nsrn ELECTRICIAN. All I~ATf.RIALS NECESSAR'f IU 'WIRe THE C,UN'RUl.LlR
SHALL BE FURNJSHED BY fHE CUNTRACTOR.
(K) CUNIRACTOR 1U CHUOSE APPRUPRIATE NUlZLES III PRUV)UL H~X CUVERAGE.
.,
RAII'\JBIRD '''0. 1806 - 611
POP-UP lUr~F SPRAY HEAD
, ,'1'..
.~
.. ~:~'.. :"~. ....4.~:..lo.... :*~
. ,~"b:~"'$[h' ~ i~'}~lJ
,,')... ...1. \...J~~...
· re
.., ~ "~'~i' ".1r...'t
:/I"~,~~~tn, I ~il; 00 ,', ,~i
r":~." OI"~~14"~l~"'" f..t
'f"!'..l'~ . .o=t' .~:ll'.' ., . ~
. .t,:N"' A". ,,~v ...., .
... ,.., ...1.... .7,... ",.
.
I
'.. .
.' .'IRRrGATION EQUIPMENT LEGEND
. .---------.
i ~, ..,..t
~~ ';1
l,)t~~
:i~
"\fl.
."
DESCRIPTION
. ~t<.EY'
_JI)u=="-==-:=", l.w
, ""~.il u"'/oI..I f~ / r------- - ~I ,^" lIlf
/ CO,.IIIH:lnlr.;
/, ~'r'-- flFCIP.l(. VAlVE'
( tQ: - "",vFf.\QI
. l J
Cr] _--L- ~
I'v''": :;,.,1.." M"l .Al.:,^r'E" ._.___J
R~~~~69RiR9RIR~g9g9RggeR9R9
"-- I C.U. Fl. "E." O~^vn
~ '
. RAINBIRD b" pop-UP &FRAY HEAD IN5TALLED ON 3/4" 5CW 40 PiPE
EXTEN510N FOR SHRUB CLEARANCE! MINIMUM OF 2' DI&TANCE FROM CURB
I
. I
I
.1
,i'. \
.'! "', ; ~:, .: Ii
" ..... ..r,' . ~
':, ...... ~
, .
I' " ~ :. ,", ,
I ' ..
'. I "
; 1','1 Ii . ,
.J.. '
.
,...--MULCU '-^1[R
/
~:!!I'I~ 'l'UM\1"U
' 1. .~., '. .. "l'
:'i~~': \~. 1 I' '''''',
. :~~ ~ . "I L . ... ,:1 .
· . n'.'!
l~.rilljl.llft. . .',
.... \
~l:.m':r.. . W' ~.. , .
t~J .' . . ~ ,Ii!
..h. '" .. .
. " .,.
~ i:!.'.' \ . "'~n
ls. '. t,.~ .: ~~~ "'.:: ....
. f.. lot: . . rJ ~ u...Ii..
.~.
tfJ'ii~. ~ :'\~~ini'iht'"
f.i..U~ \ .A~/LCJ~
, .. :... ...~. It........~..., f"ff'"
~;~'Il'~;j'\\t;~2F .(~'H::'" vI. ~l
,::t:~~J.i"':~"" . .f., ,~: ....<i
... }t,1 ;1.. .y. . ~.,
.
.. .,.... "".\l.I.J:r.l>'.I'~' . '~J.'"
'1::"'''~~''''k)o' .., "~;.\
..:.l ~'l; :.I......:,..,...Ia~~i '. :~J
":J"'~IJ.:f'~'(f'" ;'lHt.~.. i'" ~...
/~~~;tO;t. . ..I;:~.:Ii:~# 'f. ~ ,; f
. . .,.:.:7...\ ,...R,. '\~...l( ..... ~ ,I
SOIL ''''x
&l-JRUE3 5PRAY J-fEAD INStALLED ON 1/2" eCI-f 80
WITl-J RE-6AR 5UPPORT
--- CUHf'^,: H.'ll SOIL MI)(
SEt ffNG BED
'.I/Cl>
"
'~
RAII'~B'RD MODEL PGA SERIES
ELECTRIC VALVE
t ,(i ~ I;
. I .
lot,
"~;i
. .~,~"
.' :]I,~~
.~ . ~~,H. . f
l;...//
RAIN' Cl-JECK DEViCE
(U IV' A
I~R'GATION MEtER 61 OUNER
- ."---'l--"-"'-l--' -,-
-T-L]~-L
"-- --1--- I' U,I.,,"otl.l'l
"'"J-'- --r-' --Co =r=--
.... ~Iii~:ifiii.;:,v;--~ - - :=c J-'-
=]~~I~~~1~~~"5 - -/ II J:___J_
~ - l've COtlUIJII
-=[II--r --I r="T] -LC
=I--~~~=-~.-J_-"J.r =-JII'~
IIFCI"'("." _
-r-~~I()!!~---=r'-- - - -- - -V
-- ~-)I~ ;;:';:~'-l\';;'~ .-.- ---- -, .:~ ,. ...,,~- Ol W;5 ===-. "
,'/,,,",n 10 c. VlIolva
<M) t\lt UNDlRGRl1UIW IRRIGAl'lUN SfSTHIS SH(-\LL IJl REGULAIf.O DY (IN AUIUHAlIC
I JHlR OR CUNTRULLER.
(N) HiE Il[Sllil~ ur WE S)')IUl .:-HAU. INeLlJ])!:: $I'RmkLlR HEAlJS ANIJ IlJlVICE.~ AFPRU-
PRIIIll rUR 'HE. LANOSCAP( ~'Al[RIAL TO III lRRIGAI(D.
(lJ) LU'vI T HIJLC 1 UR.,. HE. AUS IIR L.O'vl- VUl UI,If. 'WA IlR UIS I R I BU lIHIJ J)~ 't./Il ~ S SHAt L
RE lISrD TU IRRIGAfE CUNrINlU f\RLAS IN URUER TU PREVlNT UVE..R~PRAY UNHJ
IMPERVIOUS AREAS.
(P) IRRIGATlUN SYSIH1S SHAll DE UESIGNE.O ru PLACE HIGH 'vIATER IUH1ANU ARlAS.
SUCH AS L"\.INS, ON SEPERAfE Z1JNES rRlJl~ tHUSE AREAS 'vI11I~ RIEUUCEU 'JAltR
R[(~UIREMEN I S.
(Q) AlllrJHAllCALLY CUNIRIJLLLn IRRIGAflllN )YSILMS SHf\L1. BI:: llPf..RII\IUl BY AN
IRRlfiAIIUN CUNIRlILUR TH"r I) CAPABLE llr IRRJr)ArJlJlI HlrlH RIEQUIR[MF:N' ARtA
UI~ A IJWHRtNI SClIUlllLL FRUI~ LUW 'WAIll<' RlQUIRU~lNI f\1~lA$. PRUVllItO
THAI Sll'ERIITE LUNES l.XIS I.
\ .' RAIN61RD I" PGA SERIES ELECTRIC vALvE
,. . .
II
.
,1" ;
V\
.
V\ I
.
V'N-2fZ>-fZ>4!
.
(7Nr:2l- fZ>.3 I
.
11-25-(z)31
)
5C~ 40 MAIN LINE
""CURB .---
~
l.~:;'\l
.f ;'1'
.~~"tt.!)
'I.~t:.
.~.
~.
$hr IIbs &. grOltnclo:OVp.rs odjoc'l?nt ~o !'; t~'I),I!ll. l !'dO''';
...,,,,, .,~ "trIUI"lgulor 'f spOCf.'cf in r~ows porol el to till:'
c;1:rolght edge.
A
IRR. CONTRACTOR TO SIZ~ . INSTALL
';01" IJh'; ~ n'. n""d' I)Vp.r!O 0"..1'" (In l In '.:\1' ""'(1 ('(\qt;'"
sholl be plol"ltetJ in rows pr~l.ol\el to -the c:urvrcJ er:lql:
\I
'. ;.
. ,
,
"
..t',
;;
:~. I'
II.{.
'; :'
~ -:.,
.
eo'
"
'. 11
. ~ . l
. r
,~
, '.
.j
UUl NUMIE!
L3
'. '..
"
.... .
"
.\
. ~
.1
RAINBIRD WALL MOUNT CONTR~L ER:/
~ \.~ c,'Y
. . . . . . . . . .
I,
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II'
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