Item III (E) Acceptance and Approval of Wesmere Village 5 -Final Subdivision Plans AGENDA 12-15-92
4
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item III E
° " '�° CITY OF OCOEEti e
RUSE COMMISSIONERS
"� a. 150 N.LAKESHORE DRIVE PAUL W.FOSTER
C./ OCOEE,FLORIDA 34761 VERN COMBS
e+�y (G_. ." (407)656-2322 SAM WOODSON
jE
Of G 009 > CITY MANAGER
ELLIS SHAPIRO
SRP-363
STAFF REPORT
TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS
FROM: BRUCE BEHRENS, DIRECTOR OF PLANNING'c'
DATE: DECEMBER 10 , 1992
SUBJECT: WESMERE, VILLAGE 5
FINAL SUBDIVISION PLANS
ISSUE:
Should the Honorable Mayor and Board of City Commissioners approve
the Final Subdivision Plans for Wesmere, Village 5?
BACKGROUND/PROJECT ANALYSIS:
Zoning: Planned Unit Development (PUD)
Proposed Use: Single Family Residential
Site Area: 27 . 597 Acres
100 Yr. Flood Elevation: 124. 6 '
Number of Lots : 26
Gross Density: .094 DU/AC
Minimum Lot Size: 7200 S.F.
Minimum Lot Width: 60 Feet
Floor Area: 1400 Square Feet
Water Service: City of Ocoee
Sewer Service: City of Ocoee
Average Daily Trips : 260
School Age Population: 16
DISCUSSION:
Staff reviewed the Final Subdivision Plans under the new Land
Development Code (Green Book) .
This project has been vested and is not subject to concurrency
review.
The Development Review Committee reviewed and unanimously approved
the Final Subdivision Plan on December 1 , 1992 . There are no
outstanding issues .
Gam .
Staff Report - Wesmere, Village 5
December 10 , 1992
Page 2
PLANNING AND ZONING COMMISSION RECOMMENDATION:
The Planning and Zoning Commission met on December 8 , 1992 and
unanimously recommended to the City Commission to approve the Final
Subdivision Plans for Wesmere, Village 5 .
STAFF RECOMMENDATION:
Staff respectfully recommends that the Honorable Mayor and Board of
City Commissioners approve the Final Subdivision Plans for Wesmere,
Village 5 .
BCB/emk
cc: Joe DoBosh, Project Manager, Arvida/JMB Partners
Ray Bradick, Bowyer-Singleton & Associates
File #89-082E
1'• OUNTY, FLO
11•
CI 17Y OF ICID9
I
1UPIDIViAlLIDIC
ARVIDA/JMB
SHEET NO. DESCRIPTION
COVER. SHEET
2 GENERAL NOTES
3 OVERALL SITE PLAN.
4 LOT & BLOCK GRADING PLAN
5 PLAN & PROFILE -COURT I'AI,COUR
6 PAVING & DRAINAGE DETAILS
7 SANITARY DETAILS
WATER DETAILS
CADE NO. AVH5:p,C*._10,(
I. All construction to conform with City of Ocoee standards, and
specifications, unless otherwise waived by the City of Ocoee.
2. The Engineer certifies that al/ roadways were designed to the
applicable standards as set forth by the City of Ocoee and the
Florida Department of Transportation Manual of Uniform Standards for
Design, Construction, and Maintenance for Streets and Highways.
3. The Contractor shall coordinate all work within existing road
right-of-ways with the City of Ocoee.
4. It wl/1 'be the responsibility of the Contractor to acquire the necessary
Rlght-Of-Way Permlt(s) and provide for the safety and control
of local traffic during construction.
5. It will be the responsibility of the Contractor to Insure that all
required permits are obtained and IN -HAND before beginning any
construction.
6. The Contractor shall be responsible for meeting all Inspection criteria
and schedules, and for signing for sold Inspections.
7. All disturbed areas shall be seeded and mulched as directed by the
field Engineer. Depending on the area, sodding may be required.
8. The Contractor shall be responsible for locating and verifying (vertically
and horizontally) all existing utilities prior to construction, and for
notlfying the various utility companles to make the necessary
arrangements for any relocation, disruption of service, or clarlflcatlon of
activity regarding sold utility. The Contractor shall exercise extreme
caution when crossing an underground utility, whether shown on these plans
or field located. Utilities which Interfere with the proposed construction
shall be relocated by the respective utility companies and the Contractor shall
cooperate with the utility company during relocation operations. Any delay
or Inconvenience by the various utilities shall be Incidental to the contract.
9. The location of all existing utility services, facilities, and structural
features shown on these plans have been determined from the best
Information and are provided for the convenience of the Contractor.
The Engineer does not guarantee the accuracy or the completeness of the
location Information provided. Any Inaccuracy or omisslon In such
Information shall not relieve the Contractor of his responsibility to
protect such existing features from damage or unscheduled Interruption
of service. Should a discrepancy arise between these plans and actual
field conditions, which would appreciably affect the execution of these
plans, the Contractor will halt all construction and notify the Engineer
Immediately.
/O. Water and wastewater service shall be provided by the City of Ocoee.
The water distribution system shown on these plans shall be
Installed by the Contractor and shall conform with the City of Ocoee
standards.
H. The Contractor shall not excavate,remove,or otherwise disturb any
material, structure, or part of a structure which Is located outside
the lines, grades, or grading sections established for this project,
except where such excavation or removal Is provided for In the
contract, plans, or specifications.
12. All work and all materials furnished shall be reasonably close In
conformity with the lines, grades, grading sections, cross sections,
dimensions, materia/ requirements, and testing requirements that are
specified In the contract, plans or specifications.
l3. Provisions for the maintenance and management of the common areas,
walls, and landscaping facilities will be Included In Covenants and
Homeowners Association Agreements.
14. The Contractor shall furnish, erect and maintain all barricades,
warning signs, and markings for hazards necessary to protect
the public and the work.
15. Fire protectlon shall be provided In accordance with Section 7.3.2 of
the City of Ocoee Land Development Regulations.
16. Compact all utility trenches within roadways to 95% of the Modified Proctor
Maximum Density w/thln first 2 feet and within other areas to 95%.
17. After the roadway has been constructed to subgrade It shall be
proof -rolled to assure that proper compaction has been attained. The
proof -rolling and compaction operations shall be Inspected and tested
by a Florlda licensed Solis Engineer to assure that the specified
compaction Is maintained and a1/ deleterious materia/ has been removed.
l8. All water main fittings, valves, restraints, coup/Ings, pipe and In general
those materials required for Installing the water supply system, shall
comply with minimum material standards, ratings and classifications
establlshed by the City of Ocoee. All 6" diameter or greater PVC water-
malns shall be AWWA-0900-DR/8. All watermalns shall bear the NSF logo
for approval for drinking water.
19. The F.D.O.T. Roadway and Traffic Design Standards (book/et dated
January /990) to be used for drainage structures (Index numbers
200,201 and 2/0).
20. Instal/ valve boxes with al/ valves. Valve boxes under pavement shall
have traffic -bearing covers.
21. Inspections must be scheduled with 48 hours advance notification.
22. No Inspection on weekends or after 4:00 pm. Monday through Friday.
Burled lines shall be opened to Insure proper Joint connections.
23. The Interior street sidewalks will be constructed by the builder as the
tames are built.
24. The Contractor shall Insure that proper soll densttles are achleved for
placement of all headwall/endwall footings, retalning wall footings, and In
general, any footing support described on these plans. It will also be the
responsibility of the Contractor to Insure that sufflclent solls testing has
been performed prior to constructlon.
25. In other areas which require fill material the Contractor will strip or
otherwise remove all vegetation such as brush, heavy sods, heavy growth of
grass, decayed vegetable matter, rubbish and any other deleterious material
before embankment Is started. Immediately prior to the placing of fill
materials, the entire area upon which fill Is to be placed, shall be scarified
In a direction approximately para/lel to the axis of fill. The Solls Engineer
shall approve the area prior to the placement of fill.
26. During construction, no direct discharge of water to downstream receiving
waters will be allowed. The Contractor Is responsible for maintaining water
quality, and shall route discharge water In such a manner to adequately
remove silt prior to runoff from the site.
27. Al/ Reinforced Concrete Pipe (R.C.P.) shall be minimum Class ill.
28. A1/ signs to be single -mounted In accordance with F.D.O.T. Index No. 1/862
(70 mph. wind loading) and F.D.O.T. Index No.17302.
29. Pavement markings shall be placed as shown In the plans and F.D.O.T.
Roadway and Traffic Design Standards (booklet dated January, /990).
30. For all sign details, refer to the "Manua/ On Uniform Traffic Control
Devices" , published by the U.S. Department of Transportation, Federal
Hlghway Administration - 1978 (ANSI No. 516J-1983).
3l. Water mains shall comply with AWWA standards and all pipes shall bear the
NSF logo. All PVC pipe shall be D.R. 18 (C/ass 150).
32. All stormwater pipe lengths Include mitered end sections.
33. All excavations within /0. feet of the travelled roadway must be filled within
24 hours: by days end or heavily barricaded per F.D.O.T. Standards.
34. A1/ water mains to be /ald with a max. of 36" cover. Any deeper cut must be
approved by the City of Ocoee.
35. All water services under pavement shall be encased In 2" diameter PVC
sleeves. All services shall be stubbed -up between the curb and sidewalk.
See detail sheet for more Information.
36. All rear lots abutting the conservation area shall be sodded with Bahia sod from
natural ground (N.G.) to the first high point on the Lot and Block Grading Plan.
The sodding shall occur immediately after completion of the lot grading.
37. Utility Crossings.
A. Where water mains must cross force mains, sanitary and storm sewers,
when a minimum clearance of l8" and a minimum cover of 3'-O"
cannot be maintained, the water main shall be constucted of mechanical
joint ductile Iron plpe providing a minimum of 0-6" cover and a minimum
clearance between the water rrhaln and the other utility. Ductile Iron pipe
shall continue until a minimum of 3'-O" cover can be attained by pipe
deflection.
B. Where there Is no alternative to sewer pipes crossing over a water
main, the sewer shall be constructed of mechanical Joint ductile
Iron pipe for /0 feet each side of the water main crossing. Provide for
a minimum of l8" clearance between water and sewer. NO CONCRETE
ENCASEMENT will be allowed.
C. The lateral separation between force mains, sanitary and storm sewers,
and water mains shall not be less than /0 feet. /f this separation cannot
be maintained, then either of the two pipes shall be constructed of ductile
Iron pipe with pressure -tight Joint. NO ENCASEMENT of the sanitary
sewer or water will be allowed.
D. Testing
Contractor to test al/ water mains as per the. following: Hydrostatic
test per AWWA-0600 (or M23) Standard, and Disinfection of water
main per AWWA-0651.
E. Reuse water mains shall maintain a 5 foot (center to center)
seporatlon or 3 feet edge to edge from domestic water mains.
F. Al/ water bypasses shall be constructed of ductile Iron pipe and
shall be tie -rodded back to a "dead -man" anchor on
both sides of the main.
G. Where ductile Iron pipe Is required for watermains, It shall conform
to ANSI/AWWA A21.5/. A minimum thickness of Class 50 per
ANSI/AWWA shall be supplied.
38. Sanitary force main pipes shall be AWWA C900 DR25 Class 100 (100pst).
39. It Is the Contractor's responslblllty to obtain a copy of the Soll
Englneers report for this project from Bowyer -Singleton &
Associates, Inc. and meet the Soll Engineer's requirements for soil
preparation on the site. The Contractors Soils Engineer shall certify
a// site, utlllty and roadway compaction as well as underdroln and
pavement construction to Bowyer -Singleton & Associates.
40. All lots adjacent to Wesmere Parkway, Roberson Road, and Maguire Road
shall have access rights dedicated to the City of Ocoee.
41. Offsets for Inlets are to the Inlet Centerline per F.D.O.T. Index 210.
42. The Contractor shall submit all shop drawings to the Engineer for final
conformance with the standards.
43. Eroslon Control Notes
A. Provide effective temporary and permanent erosion control
Following the requirements In Section 104 of the State
Department of Transportation Standards Specifications for
Road and Bridge Construction,1986 Edition. (F.D.O.T. Section 104)
B. Control features, methods and conditions Included In this
contract Include the fol/owing as Indicated by X In blank:
I. X Coordinate construction of temporary erosion control
features with permanent erosion control features.
2. _X _ Control operations which may result In Water
Pollution. (F.D.O.T. Section 104-3)
J.- Prov/de schedule for clearing and grubbing, earthwork
operations and construction of permanent erosion
control features and proposed. use of temporary
erosion control features and proposed use of
temporary erosion control features. (F.D.O.T.
Section /04-5)
1
4. Limitation of exposure of erodible earth without
temporary or permanent control features Is
S.F. (F.D.O.T. Section 104-6J)
5. X Temporary Grassing
6. X Temporary Sod (104-6.4.3)
7. X Temporary Mulching (104-6.4.4)
8. Sandbagging (104-6.4.5
9. Slope Drains (104-6.4.6)
1O.-Sed/meet Basins (104-6.4.7)
1l. Artificial Coverings (104-6.4.8)
12. X Berms (104-6.4.9)
13. X Baled Hay or Straw (104-6.4JO)
14. X Temporary Silt Fences and Staked Silt Barriers
(104-6.4JI)
15. X Floating Silt Barriers (104-6.4J2)
16. XRemove temporary erosion control features (104-6.5)
l7. X Maintain permanent temporary erosion control
features. (104-7)
I8. _X_ This contract design has been approved by the OWNER
and regulatory agencies having an Interest In erosion
abatement. In Its final form the design meets or
exceeds the minimum standards. All temporary erosion
control features required during construction shall
be constructed by the Contractor, and the cost
thereof Included In the Contract Sum as a regular
obligation Incidental to the Work.
C. During construction the Contractor Is to Install a turbldlty screen
along rear lot lines for all lots abutting Conservation Areas.
D. The Contractor Is to submit an erosion control plan to the City of
Ocoee for approval prior to the preconstructlon meeting
for this project.
E. The Contractor Is responsible for maintaining all erosion protection,
especially In the Conservation Areas during the entire construction
process Including repairs, etc. to prevent any siltation from
entering these areas.
44. Blue Reflective Pavement Markers shall be placed In the center of the driving
lane In front of al/ Fire Hydrants.
45. Existing contours shown represent mass grading. Wet season groundwater
elevations are equal to or greater than 18" below bottom of pavement base.
46. Sanitary sewer shall be PVC S.D.R. 35 or DJ.P. class 50 (DJ.P. shall be
po/yethelene-lined.)
47. All streets to be private and maintained by the Homeowner's Association.
An easement will be granted to the City over and across all private roadways
for access by emergency and maintenance vehicles per the Plat.
48. Water main Is existing. Contractor to add services, fire hydrants and
relocate existing fire hydrants. Paint all fire hydrants OSHA yellow. Affix blue
reflective marker to Indicate location of each hydrant In the complex,
as per Fire Department specifications.
49. Contractor shall visit site to familiarize himself with existing conditions
prior to bid.
50. Any sanitary sewer system built for phasing of the project shall have a
/O' stabilized access road over the line and shall be constructed to and
Including the next manhole with a !O' utlllty easement centered over
the pipe and manhole.
51. The Final Subdivision Plan Is subject to the approved Final Development
Plan.
10-21-92 ZMB REVISE NOTES •7,#51 PER D.RL REVIEW
DESCRIPTION
REVISION
FIELD/
CADD BY: ZMB
CHECKED BY: RM
DESIGNED BY: ZMB
SCALE: NONE
t
t
'I
52. Miscellaneous Engineer Notlflcotlons
A. The Contractor shall provide the Engineer 24 hour advance not/flcat/on
for the fol/owing construction and observation activities:
a. Sanitary Sewer Lamping and T.V. Inspection
b. Connections to Existing Systems
c. Thrust Block Pours and Restraint Connections
d. Storm Drainage Lamping
e. Inlet Top Pours (Reinforcing Steel Check)
F. Water & Force Main Pressure Tests
g. Bacteriological Sampling
h. Base Observation & Sounding
I. Asphalt Placement
J.
Pre-Flnal Observation
k. Final Observation
B. The Contractor shall keep DAILY "As -Built" drawings and make them
readily accessible.
C. The Contractor shall prepare and submit to the Engineer a project
construction schedule (Bar Graph) and update said schedule on a
monthly basis.
D. Any fuel storage areas shall have prior owners approval and appropriate
measures shall be taken to Insure protection of groundwater and
soil resources.
E. The Contractor shall coordinate a// backfill operations with the Resident
Solis Engineer and submit Test Reports to Engineer prior to beginning
work on the next Item of work, I.e. subgrade prior to curb.
F. The Engineer reserves the right to require the Contractor to uncover,
retest and/or perform any action necessary to ensure that the Improvements
have been constructed In accordance with the plans and specifications.
G. The Contractor shall provide B.S.A. with a copy of the sanitary sewer
TV results.
53. Any discrepancy between the dimensions and measurements shown on the
i
plans and the actual field conditions shall Immediately be brought to the
Englneer's attention. Failure to do so, and to continue construction, Shall
make the Contractor completely liable for whatever errors and/or problems
that may subsequently ` arise.
54. Addresses:
Owner Arvlda/JMB Partners j
120 International 'Parkway, Suite 220
Heathrow, Florlda 32746-5033
1-333-1000
Solis Professional Service Industries, Inc.
Engineer Jammal & Associates Division
1675 Lee Road
Winter Park, Florida 32790
(407)645-5560
Water/ City of Ocoee
Wastewater 150 N. Lakeshore Drive
Ocoee, Florida 34761
(407) 656-2322
Electric Florida Power Corporation
1/50 Orange Ave., Winter Park, Florida
(407) 646-8300
Telephone United Telephone Service
850 E. Altamonte Drive
Altamonte Springs, Florida
(407) 339-181/
Cable TV Cablevision Industries
32 E. Cypress Street
Winter Garden, Florlda 34787
(407) 656-8035 Mr. Bill Myer
55. Record Drawing: At the end of construction, the Contractor shall provide one
set of drawings showing ALL CHANGES marked In waterproof red with
the following Contractor Certification executed on EACH SHEET:
The Contractor
hereby certifies to the OWNER that Improvements covered by this drawing
and the related details have been constructed as Indicated or as
modified by the notes and graphics shown. Absent a note or graphic to
the contrary, the Improvements have been constructed meeting Industry
standard tolerances.
Signed: Date:
Authorized Contractors Representative
bowyerms"
eton & assoalates
INCORPORATED -
CONSULTING ENGINEERING : PLANNING : LAND SURVEY INIIG -
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA-
(,q
LORIDA
(407) 843-5120 J
WESMERE
GENERAL NOTES
VILLAGE 5
OCOEE, FLORIDA 1
DATE: 5 - 22 - 92 JOB NO. AVH5 - 2 -1 SHEET 2 OF 6
AVH5PGN.001
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I. All construction to conform with City of Ocoee standards, and
specifications, unless otherwise waived by the City of Ocoee.
2. The Engineer certifies that al/ roadways were designed to the
applicable standards as set forth by the City of Ocoee and the
Florida Department of Transportation Manual of Uniform Standards for
Design, Construction, and Maintenance for Streets and Highways.
3. The Contractor shall coordinate all work within existing road
right-of-ways with the City of Ocoee.
4. It wl/1 'be the responsibility of the Contractor to acquire the necessary
Rlght-Of-Way Permlt(s) and provide for the safety and control
of local traffic during construction.
5. It will be the responsibility of the Contractor to Insure that all
required permits are obtained and IN -HAND before beginning any
construction.
6. The Contractor shall be responsible for meeting all Inspection criteria
and schedules, and for signing for sold Inspections.
7. All disturbed areas shall be seeded and mulched as directed by the
field Engineer. Depending on the area, sodding may be required.
8. The Contractor shall be responsible for locating and verifying (vertically
and horizontally) all existing utilities prior to construction, and for
notlfying the various utility companles to make the necessary
arrangements for any relocation, disruption of service, or clarlflcatlon of
activity regarding sold utility. The Contractor shall exercise extreme
caution when crossing an underground utility, whether shown on these plans
or field located. Utilities which Interfere with the proposed construction
shall be relocated by the respective utility companies and the Contractor shall
cooperate with the utility company during relocation operations. Any delay
or Inconvenience by the various utilities shall be Incidental to the contract.
9. The location of all existing utility services, facilities, and structural
features shown on these plans have been determined from the best
Information and are provided for the convenience of the Contractor.
The Engineer does not guarantee the accuracy or the completeness of the
location Information provided. Any Inaccuracy or omisslon In such
Information shall not relieve the Contractor of his responsibility to
protect such existing features from damage or unscheduled Interruption
of service. Should a discrepancy arise between these plans and actual
field conditions, which would appreciably affect the execution of these
plans, the Contractor will halt all construction and notify the Engineer
Immediately.
/O. Water and wastewater service shall be provided by the City of Ocoee.
The water distribution system shown on these plans shall be
Installed by the Contractor and shall conform with the City of Ocoee
standards.
H. The Contractor shall not excavate,remove,or otherwise disturb any
material, structure, or part of a structure which Is located outside
the lines, grades, or grading sections established for this project,
except where such excavation or removal Is provided for In the
contract, plans, or specifications.
12. All work and all materials furnished shall be reasonably close In
conformity with the lines, grades, grading sections, cross sections,
dimensions, materia/ requirements, and testing requirements that are
specified In the contract, plans or specifications.
l3. Provisions for the maintenance and management of the common areas,
walls, and landscaping facilities will be Included In Covenants and
Homeowners Association Agreements.
14. The Contractor shall furnish, erect and maintain all barricades,
warning signs, and markings for hazards necessary to protect
the public and the work.
15. Fire protectlon shall be provided In accordance with Section 7.3.2 of
the City of Ocoee Land Development Regulations.
16. Compact all utility trenches within roadways to 95% of the Modified Proctor
Maximum Density w/thln first 2 feet and within other areas to 95%.
17. After the roadway has been constructed to subgrade It shall be
proof -rolled to assure that proper compaction has been attained. The
proof -rolling and compaction operations shall be Inspected and tested
by a Florlda licensed Solis Engineer to assure that the specified
compaction Is maintained and a1/ deleterious materia/ has been removed.
l8. All water main fittings, valves, restraints, coup/Ings, pipe and In general
those materials required for Installing the water supply system, shall
comply with minimum material standards, ratings and classifications
establlshed by the City of Ocoee. All 6" diameter or greater PVC water-
malns shall be AWWA-0900-DR/8. All watermalns shall bear the NSF logo
for approval for drinking water.
19. The F.D.O.T. Roadway and Traffic Design Standards (book/et dated
January /990) to be used for drainage structures (Index numbers
200,201 and 2/0).
20. Instal/ valve boxes with al/ valves. Valve boxes under pavement shall
have traffic -bearing covers.
21. Inspections must be scheduled with 48 hours advance notification.
22. No Inspection on weekends or after 4:00 pm. Monday through Friday.
Burled lines shall be opened to Insure proper Joint connections.
23. The Interior street sidewalks will be constructed by the builder as the
tames are built.
24. The Contractor shall Insure that proper soll densttles are achleved for
placement of all headwall/endwall footings, retalning wall footings, and In
general, any footing support described on these plans. It will also be the
responsibility of the Contractor to Insure that sufflclent solls testing has
been performed prior to constructlon.
25. In other areas which require fill material the Contractor will strip or
otherwise remove all vegetation such as brush, heavy sods, heavy growth of
grass, decayed vegetable matter, rubbish and any other deleterious material
before embankment Is started. Immediately prior to the placing of fill
materials, the entire area upon which fill Is to be placed, shall be scarified
In a direction approximately para/lel to the axis of fill. The Solls Engineer
shall approve the area prior to the placement of fill.
26. During construction, no direct discharge of water to downstream receiving
waters will be allowed. The Contractor Is responsible for maintaining water
quality, and shall route discharge water In such a manner to adequately
remove silt prior to runoff from the site.
27. Al/ Reinforced Concrete Pipe (R.C.P.) shall be minimum Class ill.
28. A1/ signs to be single -mounted In accordance with F.D.O.T. Index No. 1/862
(70 mph. wind loading) and F.D.O.T. Index No.17302.
29. Pavement markings shall be placed as shown In the plans and F.D.O.T.
Roadway and Traffic Design Standards (booklet dated January, /990).
30. For all sign details, refer to the "Manua/ On Uniform Traffic Control
Devices" , published by the U.S. Department of Transportation, Federal
Hlghway Administration - 1978 (ANSI No. 516J-1983).
3l. Water mains shall comply with AWWA standards and all pipes shall bear the
NSF logo. All PVC pipe shall be D.R. 18 (C/ass 150).
32. All stormwater pipe lengths Include mitered end sections.
33. All excavations within /0. feet of the travelled roadway must be filled within
24 hours: by days end or heavily barricaded per F.D.O.T. Standards.
34. A1/ water mains to be /ald with a max. of 36" cover. Any deeper cut must be
approved by the City of Ocoee.
35. All water services under pavement shall be encased In 2" diameter PVC
sleeves. All services shall be stubbed -up between the curb and sidewalk.
See detail sheet for more Information.
36. All rear lots abutting the conservation area shall be sodded with Bahia sod from
natural ground (N.G.) to the first high point on the Lot and Block Grading Plan.
The sodding shall occur immediately after completion of the lot grading.
37. Utility Crossings.
A. Where water mains must cross force mains, sanitary and storm sewers,
when a minimum clearance of l8" and a minimum cover of 3'-O"
cannot be maintained, the water main shall be constucted of mechanical
joint ductile Iron plpe providing a minimum of 0-6" cover and a minimum
clearance between the water rrhaln and the other utility. Ductile Iron pipe
shall continue until a minimum of 3'-O" cover can be attained by pipe
deflection.
B. Where there Is no alternative to sewer pipes crossing over a water
main, the sewer shall be constructed of mechanical Joint ductile
Iron pipe for /0 feet each side of the water main crossing. Provide for
a minimum of l8" clearance between water and sewer. NO CONCRETE
ENCASEMENT will be allowed.
C. The lateral separation between force mains, sanitary and storm sewers,
and water mains shall not be less than /0 feet. /f this separation cannot
be maintained, then either of the two pipes shall be constructed of ductile
Iron pipe with pressure -tight Joint. NO ENCASEMENT of the sanitary
sewer or water will be allowed.
D. Testing
Contractor to test al/ water mains as per the. following: Hydrostatic
test per AWWA-0600 (or M23) Standard, and Disinfection of water
main per AWWA-0651.
E. Reuse water mains shall maintain a 5 foot (center to center)
seporatlon or 3 feet edge to edge from domestic water mains.
F. Al/ water bypasses shall be constructed of ductile Iron pipe and
shall be tie -rodded back to a "dead -man" anchor on
both sides of the main.
G. Where ductile Iron pipe Is required for watermains, It shall conform
to ANSI/AWWA A21.5/. A minimum thickness of Class 50 per
ANSI/AWWA shall be supplied.
38. Sanitary force main pipes shall be AWWA C900 DR25 Class 100 (100pst).
39. It Is the Contractor's responslblllty to obtain a copy of the Soll
Englneers report for this project from Bowyer -Singleton &
Associates, Inc. and meet the Soll Engineer's requirements for soil
preparation on the site. The Contractors Soils Engineer shall certify
a// site, utlllty and roadway compaction as well as underdroln and
pavement construction to Bowyer -Singleton & Associates.
40. All lots adjacent to Wesmere Parkway, Roberson Road, and Maguire Road
shall have access rights dedicated to the City of Ocoee.
41. Offsets for Inlets are to the Inlet Centerline per F.D.O.T. Index 210.
42. The Contractor shall submit all shop drawings to the Engineer for final
conformance with the standards.
43. Eroslon Control Notes
A. Provide effective temporary and permanent erosion control
Following the requirements In Section 104 of the State
Department of Transportation Standards Specifications for
Road and Bridge Construction,1986 Edition. (F.D.O.T. Section 104)
B. Control features, methods and conditions Included In this
contract Include the fol/owing as Indicated by X In blank:
I. X Coordinate construction of temporary erosion control
features with permanent erosion control features.
2. _X _ Control operations which may result In Water
Pollution. (F.D.O.T. Section 104-3)
J.- Prov/de schedule for clearing and grubbing, earthwork
operations and construction of permanent erosion
control features and proposed. use of temporary
erosion control features and proposed use of
temporary erosion control features. (F.D.O.T.
Section /04-5)
1
4. Limitation of exposure of erodible earth without
temporary or permanent control features Is
S.F. (F.D.O.T. Section 104-6J)
5. X Temporary Grassing
6. X Temporary Sod (104-6.4.3)
7. X Temporary Mulching (104-6.4.4)
8. Sandbagging (104-6.4.5
9. Slope Drains (104-6.4.6)
1O.-Sed/meet Basins (104-6.4.7)
1l. Artificial Coverings (104-6.4.8)
12. X Berms (104-6.4.9)
13. X Baled Hay or Straw (104-6.4JO)
14. X Temporary Silt Fences and Staked Silt Barriers
(104-6.4JI)
15. X Floating Silt Barriers (104-6.4J2)
16. XRemove temporary erosion control features (104-6.5)
l7. X Maintain permanent temporary erosion control
features. (104-7)
I8. _X_ This contract design has been approved by the OWNER
and regulatory agencies having an Interest In erosion
abatement. In Its final form the design meets or
exceeds the minimum standards. All temporary erosion
control features required during construction shall
be constructed by the Contractor, and the cost
thereof Included In the Contract Sum as a regular
obligation Incidental to the Work.
C. During construction the Contractor Is to Install a turbldlty screen
along rear lot lines for all lots abutting Conservation Areas.
D. The Contractor Is to submit an erosion control plan to the City of
Ocoee for approval prior to the preconstructlon meeting
for this project.
E. The Contractor Is responsible for maintaining all erosion protection,
especially In the Conservation Areas during the entire construction
process Including repairs, etc. to prevent any siltation from
entering these areas.
44. Blue Reflective Pavement Markers shall be placed In the center of the driving
lane In front of al/ Fire Hydrants.
45. Existing contours shown represent mass grading. Wet season groundwater
elevations are equal to or greater than 18" below bottom of pavement base.
46. Sanitary sewer shall be PVC S.D.R. 35 or DJ.P. class 50 (DJ.P. shall be
po/yethelene-lined.)
47. All streets to be private and maintained by the Homeowner's Association.
An easement will be granted to the City over and across all private roadways
for access by emergency and maintenance vehicles per the Plat.
48. Water main Is existing. Contractor to add services, fire hydrants and
relocate existing fire hydrants. Paint all fire hydrants OSHA yellow. Affix blue
reflective marker to Indicate location of each hydrant In the complex,
as per Fire Department specifications.
49. Contractor shall visit site to familiarize himself with existing conditions
prior to bid.
50. Any sanitary sewer system built for phasing of the project shall have a
/O' stabilized access road over the line and shall be constructed to and
Including the next manhole with a !O' utlllty easement centered over
the pipe and manhole.
51. The Final Subdivision Plan Is subject to the approved Final Development
Plan.
10-21-92 ZMB REVISE NOTES •7,#51 PER D.RL REVIEW
DESCRIPTION
REVISION
FIELD/
CADD BY: ZMB
CHECKED BY: RM
DESIGNED BY: ZMB
SCALE: NONE
t
t
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52. Miscellaneous Engineer Notlflcotlons
A. The Contractor shall provide the Engineer 24 hour advance not/flcat/on
for the fol/owing construction and observation activities:
a. Sanitary Sewer Lamping and T.V. Inspection
b. Connections to Existing Systems
c. Thrust Block Pours and Restraint Connections
d. Storm Drainage Lamping
e. Inlet Top Pours (Reinforcing Steel Check)
F. Water & Force Main Pressure Tests
g. Bacteriological Sampling
h. Base Observation & Sounding
I. Asphalt Placement
J.
Pre-Flnal Observation
k. Final Observation
B. The Contractor shall keep DAILY "As -Built" drawings and make them
readily accessible.
C. The Contractor shall prepare and submit to the Engineer a project
construction schedule (Bar Graph) and update said schedule on a
monthly basis.
D. Any fuel storage areas shall have prior owners approval and appropriate
measures shall be taken to Insure protection of groundwater and
soil resources.
E. The Contractor shall coordinate a// backfill operations with the Resident
Solis Engineer and submit Test Reports to Engineer prior to beginning
work on the next Item of work, I.e. subgrade prior to curb.
F. The Engineer reserves the right to require the Contractor to uncover,
retest and/or perform any action necessary to ensure that the Improvements
have been constructed In accordance with the plans and specifications.
G. The Contractor shall provide B.S.A. with a copy of the sanitary sewer
TV results.
53. Any discrepancy between the dimensions and measurements shown on the
i
plans and the actual field conditions shall Immediately be brought to the
Englneer's attention. Failure to do so, and to continue construction, Shall
make the Contractor completely liable for whatever errors and/or problems
that may subsequently ` arise.
54. Addresses:
Owner Arvlda/JMB Partners j
120 International 'Parkway, Suite 220
Heathrow, Florlda 32746-5033
1-333-1000
Solis Professional Service Industries, Inc.
Engineer Jammal & Associates Division
1675 Lee Road
Winter Park, Florida 32790
(407)645-5560
Water/ City of Ocoee
Wastewater 150 N. Lakeshore Drive
Ocoee, Florida 34761
(407) 656-2322
Electric Florida Power Corporation
1/50 Orange Ave., Winter Park, Florida
(407) 646-8300
Telephone United Telephone Service
850 E. Altamonte Drive
Altamonte Springs, Florida
(407) 339-181/
Cable TV Cablevision Industries
32 E. Cypress Street
Winter Garden, Florlda 34787
(407) 656-8035 Mr. Bill Myer
55. Record Drawing: At the end of construction, the Contractor shall provide one
set of drawings showing ALL CHANGES marked In waterproof red with
the following Contractor Certification executed on EACH SHEET:
The Contractor
hereby certifies to the OWNER that Improvements covered by this drawing
and the related details have been constructed as Indicated or as
modified by the notes and graphics shown. Absent a note or graphic to
the contrary, the Improvements have been constructed meeting Industry
standard tolerances.
Signed: Date:
Authorized Contractors Representative
bowyerms"
eton & assoalates
INCORPORATED -
CONSULTING ENGINEERING : PLANNING : LAND SURVEY INIIG -
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA-
(,q
LORIDA
(407) 843-5120 J
WESMERE
GENERAL NOTES
VILLAGE 5
OCOEE, FLORIDA 1
DATE: 5 - 22 - 92 JOB NO. AVH5 - 2 -1 SHEET 2 OF 6
AVH5PGN.001
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WESMERE VILLAGE 6-7
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. ! � The Contractor . ?
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I . . hereycertIffes to the .OWNER that Improvements
I e�nts covered drawing
nI g .
!Vand related detalls have been constructed os or as
.nodffW by the totes and graphlos shown. Absent a tote or graphic to
the contrary, the Improvements have been constructed meeting Indushy
;� standard foleranoes.
-. -
. .
I
FI.ELDs AI
V03
LEGEND
DESCRIPTIONI
I
EXISTING
PROPOSED
SANITARY SEWER SYSTEM
----i -
,�----
0
.
STORM SEWER SYSTEM
__ __ __ 0 __- I
�
-
uddmbw
WATER SYSTEM
--- ><- — — -
FIRE HYDRANT
�
CONTOUR
8& --------
SOILS DIVIDE
.,.___�'-__ --
SOILS
SOILS TYPE
DRAINAGE STRUCTURE
DJ
SANITARY STRUCTURE
.
I
S4
SPOT ELEVATION
X89.80
I
offm
LOT GRADING
TTS_T.
. PROP.
TYPE OF LOT GRADING .
LOT NUMBER
FINISH FLOOR ELEV.
DRAINAGE DIVIDE
DRAINAGE AREA .
DIRECTION OF SURFACE FLOW
SOIL BORING LOCATION
A
8
1 FF. -1
------
(
2JJ6 Ac. ZEED
MW 3.
SET BACKSI .
I
FRONT I 20'
�
I
.
REAR 20'
ASIDE ' O'/0' (ZERO LOT LINE HOMES WILL HAVEA .
� .
MINIMUM OF KY SEPARATION)
STREET SIDE. 20' . .1
BENCHMARKS
/. RAILROAD SPIKE IN CENTER OF MAGUIRE ROAD (N.E. CORNER,
SEC. .31 T 225 R 28 E) ELEV. 127,655. .
2. NAIL AND DISK AT PJ. CENTERLINE OF MAGUIRE ROAD AND
r ROBERSON STREET, BAH 1993.ELEV. 129.405.
I
LEGEND
�
(3% ST. JOHNS FINE SAND
I
(42 SANIBEL MUCK
(44 SMYRNA FINE SAND
LEGAL DESCRIPTION . I
COMMENCING AT THE NORTHEAST CORNER OF SECTION 3I, TOWNSHIP
22 SOUTH, RANGE 28 EAST, RUN N89'5046*W ALONG THE NORTH
LINE OF THE IVORTHEASTV40F SAID SECTION 31,A DISTANCE OF
1316.57 FEET TO THE NORTHEAST CORNER OF THE WESTV20F THE
NORTHEASTV40F SAID SECTION 3I AND THE NORTHWEST CORNER OF
PLANTATION GROVE WEST, AS RECORDED IN PLAT BOOK 26, PAGES 2-
3, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ,-. THENCE
SOO-33-22W, ALONG THE EAST UNE OF SAID WESTV2 AND THE
WEST LINE OF SAID PLANTATION GROVE WEST, A DISTANCE OF
1090-95 FEET FOR -A POINT OF BEGINNING; THENCE CONTINUE
SO(733'22ffW, A DISTANCE OF 533.88 FEET; THENCE DEPARTING
SAID EAST LINE AND WEST LINE, RUN N8926'35"W, A DISTANCE OF
586-17 FEET; THENCE S70'06'28'W, A DISTANCE OF 159-33 FEET;
THENCE S53*13'08`W, A DISTANCE OF 78.58 FEET; THENCE S71*00'51W,
A DISTANCE OF 86-67 FEET; THENCE N8T02`09"W. A DISTANCE OF
33/ .00 FEET; THENCE N32'04'32"W, A DISTANCE OF //-90 FEET, THENCE '
S57-55128NW, A DISTANCE OF 85.00 FEET TO A POINT ON A CURVE,
CONCAVE EASTERLY, HAVING A CENTRAL ANGLE OF 78'39V45' AND A
RADIUS OF 884.58 FEET; THENCE FROM A TANGENT
: BEARING ,OF N32*04'30W, RUN NORTHERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 1214.45 FEET TO THE POINT -OF TANGENCY;
THENCE N46*35'12NE.A DISTANCE OF 186Z5 FEET TO THE POINT OF
CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A CENTRAL
ANGLE OF 11*28'46ff AND A RADIUS OF 665J6 FEET;- THENCE RUN
NORTHEASTERLY ALONG THE ARC OF SAID CURVE,A DISTANCE OF 133.27
FEET.- THENCE DEPARTING SAID CURVE, RUN S54*53'34RE.A DISTANCE OF
85D0 FEET, THENCE S65*03'01'E A DISTANCE OF 179.25 FEET, THENCE
S46'03'04"E,A DISTANCE OF 83.24 FEET, -THENCE S21*15'54ffE, '
*
A DISTANCE OF 144.2.3 FEET; THENCE SOO*33122"W,A DISTANCE OF
343.09 FEET, THENCE S89*26'38ffE, A DISTANCE OF 590.00 FEET TO THE.
POINT OF BEGINNING.
CONTAINING 27.597 ACRES, MORE OR LESS
. I I . .. � .
I
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.er—s
0 .
Sfgned.Date:
. I
-'
ZMB
N Authortzed Contractor's RepresentatIve --CADD BY: metonassoc�
ies
- - Y: RM .
�
INCORPORATED
I I I � . I I I � I .. . . . " I
�
I . I I . . . . . . 11-16-92 1 DIMENSIONS,SETBACKS PER CITY A DESIGNED BY: ZB,CLC . CONSULTING ENGINEERING, : PLANNING : LAND SURVE G�
1 � (\j . . . � I - � ��w
Ln I I .
NOTE: USE PLAT FOR , ALL CONSTRUCTION LAYOUT. . I . I I DESCRIPTION - 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA ..
I
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. REVISION . I SCALES -
1'=100 I I
(407) 843-5120 I -
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VILLAGE 5
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� DATE z 5 - 22 - 92 1 JOB NO. AVH5 - 2-1 1 SHEET 3 OF a
CADE AVH5COS'.001'r
I
,
� .
I
LEGEND
DESCRIPTION EXISTING PROPOSED
SANITARY SEWER SYSTEM---4��--• --
memo= m
STORM SEWER SYSTEM
WATER SYSTEM ---DQ----
126.6 % -
- FIRE HYDRANT
CONTOUR
126.5 / 1
29.4 j SOILS TYPE
, '' � / //�:•. s� j %`' 126.4 / -
•' % '% �'' DRAINAGE STRUCTURE D3
/265
/26.2
SANITARY STRUCTURE S4
i
-,j 1262 SPOT ELEVATION x89.80 , ffME
• / A 1262
PROP.
,•� / /;' 126.5 LOT GRADING Exlsr.
A A /� TYPE OF LOT GRADING A
- LOT NUMBER 8
FFJ27.4 126.7
125.6 126.8
FF. 1282
24 FINISH FLOOR ELEV.
/ .3 1272
A DRAINAGE DIVIDE
iRi f /%/' F.FJ27.2] 20 1272 /27.2
' �%�• ~ Y .;'� j22,, 4 1252 �`. A DRAINAGE AREA GERD
FUTURE VILLAGE I2- �� h,, / ,� - FFJ275
25 -/` a�1 2� DIRECTION OF SURFACE FLOW
/ j \ A 1`
, ' F.FJ272 \ , / 127.0
�/ / / ' �s � ' A. .♦ 1267 � 6 � /2s�9 ♦ 9
26 E
A9 ACs' \2a a� / /25.4 126.7
I F.FJ27A j
/265
/ , / '' /� ..� . \ 125.0 •/ "� �'` B 126.5
/; '1262 ♦ ' K
I , r
p
• f.. s �o `, iT I F.FJ275
A
B
FFJ27.4 , �s / '7. Ac. 126.0
° FJ= J275 126.0
/ i /�r �! 125.3;. ♦ ` l6
126.(
/ �, % t ' • >B 126.0
° 126.6
\ FFJ27.5 /26.0
ell%A/
AC. I �a 126.0
B,I t26.0
� \ ' 126o 2 \'.`� ,` �\ B 126.0 -
F.FJ27.6 )2 .4 , / 126.0 125.0 _ t._ . \
126.0 --
;- oho / /4
/,, / F J27,5 /
• 126J A 1 6 /
126.0 _ -
'a • 126.0 /
IZ
FUT URE ; i ,' ,r% ,/ A /257 r / 1 l26D EX. MITERED END SEC. I I I
/,.I F.F127.8 126rC1 f / INV. 114.61
VILLAGES 9-I1
12
St 8
1
1258 FFJ 7 f I I
r t
1262 ,._ - _.
i 1 i1 ,, • 1259 , / ; EXIST. WATER ELEV. 12/.54
1269 (5/21/92) l
r i! 1( • , •�/25.73 ,/ ,' 8
1 r 126.4 . �FFJ27.7
+ fl i i1 CI} ♦ r
• r r, , rl, 6 r, f
♦ , B 5 126.0.
7 .- / 126 f • !; ri
1' i
!'
FFJ27.4 ' i'
♦r'
t tI FFJ 9 26.0
• r + ` B
i!
♦ /259 F.f J27-4
,'
i r i 0 /26.0
126,0 ,� s / EXISTING RET ENT ION POND 60
126.0 /26.0 \•� /
_ 126.0 , % \N, DNW 122.0
_ F o
/0 YR/ 24 c D
W ' �;- _ _. - -- - ., • - _ ,zso / , ' / H HR. 12388
_
25 YR/ 24 HR.124.0
` DHW /00 YR/ 24 HR. 124.6
OT, //p p
♦ , r
a
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Q
v - -
10-21-92 ZMB ADD NOTE PER D.R.C. REVIEW
NOT Ee USE PLAT FOR ALL CONSTRUCTION LAYOUT. DESCRIPTION
Ln REVISION
N
N
126.0
00,
126.0
oo,
126.0
Ems
R/YV UNE
0
R/W UNE
DT NUMBER
YPE OF GRADING
(RECTION OF
URFACE FLOW
MINIMUM
INISHED FLOOR EL
TYPICAL CAL LOT LAYOUT
arrs
Al NOTE
I. ZERO LOT UNE HOMES WILL HAVE A MINIMUM OF IO' SEPARATION.
The Contractor
hereby certifies to the OWNER that Improvements covered by this drawing
and the related details have been constructed as Indicated or as
modlfled by the notes and graphics shown. Absent a note or graphic to
the contrary, the tmprovements have been constructed meeting Industry
standard tolerances.
Signed: Date:
Authorized Contractor's Representative
-
CADE AVH5CGP.001
PJ. EQUATION
STA. 39-30.41 WESMERE PARKWAY
EX. STORM MH
351 - le RCP a 0-337.
EX. STORM MH 1066
CONNECT /8ff RCP
c INV. 120.58
EX. 66a RCP
rEX. STORM MH 067
CONNECT 301 RCP
a INV. 119.55 ,
EX. 66& RCP EXIST. MIT. END SECTION
INV. EL114BI
RIGHT
T
11 Jill
-TRmSfr101v
-- -- ---- --
tn
741,
.30'DRAINAGE ESk-r.- O OI 0
F
24 52 1
EX. 66v RCP
C;r
- - - - - - - - - - - -
07
14
I H i III
it
SEE RIGHT
A
IV
DI
STA 11-63.00
INLET TYPE P-2
132 LF --BF PVC WATERMAIN
EX. SAN. MH.
NOTE
STA 10+34.00
EXIST. 6WM. SAWCUT EXIST. MH" 66
MATCH EXIST. PVMT. EXIST. FIRE HYDRANT PUT PROPOSED TOP OF
EL 125.46 REMOVE EX. PLUG, CONNECT 6ffxe REDUCER TOP SLAB a ELEV. 123-90
e PVC F.M. COURT IAI
CURVE DATA (9 CURVE DATA Z CURVE DATA
A -
60'2473"
A -
43*2446'
A -
43 *24464
R - -
105.640
R m
644.58
R -
115.00
L -
88.626'
L -
19IJ4
L -
- 84-987'
T -
47J09'
T -
96.277"
T -
44 .539'
C
86.05
C -
190.441'
C -
83.066'
P.C.STA. 47--20.93
P.C.
STA. 46+09.56
P. C.
STA 51-44.54
P. T. STA. 46+09.56
P. T.
STA. 50#00DO
P. T.
STA. 52+29.53
02
S2 8"x8' TEE STA 50#46.00
255 I -F --e PVC 3-e G.V.'s INLET TYPE P-2
STA. 46-06.26.
STD. SAN. MJ -1. 265 LF -B' PVC WATERMAIN STD. FIRE HYDRANT W1
G.V. ASSY.
W - a IV PVC a 4007. 8'x4'x4w REDUCER
2
Sj
26 25 24
STA. 52 15ZO, 12
8y - 89 PVC /.007. -2 23 STD. SAN. M.H.
f/' 15' PVA/r. TRANS
'P61
%
-rF0
STD. FIRE HYDRANT W1 66 %14 Gy,.0 4.64-
GV. ASSY. - 35Z
j
------125
8'x4' REDUCER
•in
J9- ----------------
"20.93,
STA 47 T 43'- 24v RCP 027.
STD SAN. MUff. 1 11
1.3 14 N
16
20%
%
ss /
DJ 12 STA 50-19DO 0*0* 850 LF --4' PVC WATERMAIN
% 17
81 PVC a 0.327. INLET TYPE P-4
19
/21 30' RCP a 0D97.
---------------
/0
COURT WAND COURT /B/
The Contractor
hereby certifies to the OWNER that Improveffares covered by this drowIng
and the related detaffs hove been constructed as Indlooted or as
modified by the notes and gra#Wcs shown Absentia note or graph/c to
the contrary. the Improvements have been constructed flxvtlng Industry
standard tolerances.
Signed: Date:
Authorized Contractor's Represo-tatIve
NOT E:USE FLAT FOR ALL CONSTRUCTION LAYOUT.
CADE AVH5CPP.001
----------- . ......................................... ............
Q)
84.99'PVMT.
rRANS.
EX. .1
EX 7
EX. RIM
>-rORM MH 156
OP BOX 12-
125.47•
�-33
t�n
0)
Q1
In
q:
N
Iq
to Q.
INV. 11?0.56
(/8ff RCP)
(6
6
-
z
m
NILn
f% t
4-)
-Z
Ln
LO
Q
(n LLJ
EX.T0P
ADJUST
to
41
V)
4j
EXIST.STORM
)WH*
--\
DI
S/
S12
EX. TO
125.5
Q
z
Q)
TOP
TO 124B!
i
TOPE
88ZJ'PVM-r.TRM.3.
IT,
EXIST. ST
EX. TOP 12.52
RM MH
EL 124.68
12623
P EL
f -DJ
(n
PROP05-ED
EX.
STORM MH
rOP
EXIST.,
AN. MH
LID
EXIST.
SAN,
GRAL)E
EX.
EX.
BOX 12
/M 125.49
4-36
EX. TO F
125.2
DJ
Sj
EX. T
2P 1252
TOP EL.
124B6
TOP EL 125.55
D2
PROPOSED
GRADE
1j
EXISTING
GROUND
In
LAj
D2
IN
TOP
EL/24B6
4j,
EXISIA
"ING GROUND
LU
EL /2f
P.00
125
125
-ojo;.,
11
A
125
iI
It
II
11
It
1111
1
---1,1__
16' RCP
It
11
11
E)(.
POND 60
.300 RCP--�'j
II
/r-----------it
7W. Q;.42070
24'
120
EX. 54ft RCID,
---
----
-----------------
-
120
120
--
-------
T -it II
EX. 66'
RCP
INV.
EL 11920 (5)
/NV.
:L 120.65
EL 11878 6V)
It I
EX. B'Fvc
EX. 66"
RCP
EX. 66'
RCP
1
IM.
EL 119-50
115
-- -----------
115
INV.
EL 119.82
INV. EL 119
20
ki,
1
- EL 120.00
it
115
------------------------------
1W.
EL 11925
INV,
EL. 114.61
INV. EL-
119.55
//0
//0
\INV. EL 11954
//0
EX.
INV. 11470
INV.
EL 11678
EX. INV.115.40
EX. /M.
116JO
EX./NV.
EX. INV. 119.6--"
(30')
EX. INV. 118D3
(54)
EX. INV.
(14.66
EX. INV. 1167!
(66)
47
48
49
The Contractor
hereby certifies to the OWNER that Improveffares covered by this drowIng
and the related detaffs hove been constructed as Indlooted or as
modified by the notes and gra#Wcs shown Absentia note or graph/c to
the contrary. the Improvements have been constructed flxvtlng Industry
standard tolerances.
Signed: Date:
Authorized Contractor's Represo-tatIve
NOT E:USE FLAT FOR ALL CONSTRUCTION LAYOUT.
CADE AVH5CPP.001
----------- . ......................................... ............
NO
PARKING
ON CONC. S)DEWALK 24•
PVM?. WIDTH VAR/ES
'dpi-.... .-�" l2' l2•
�''` I %z' R
•� `� I PLAN VIEW d PAVEMENT
• `` f 1 I � •' . � ' • a ° •° •` •• ° - BASE
/ G i ZD •d ° • W did `� d
�'� j �� •� W ! TRANSITION
R
'„ 'fiT?AB1L•l�E;>7� ' • • ' •6'(�Br;I�ADE'
.. ..
--- ------- •
55Rp •
' NO
PARK/NG
' ON
PVM'T.
CURB T0 MATCH
W DTH OFSIDEWALK MIAMI CURB DETAIL (TYPE 'B')
o '
T �G STANDARD 2.0' A�
0 'Q� CURB & GUTTER 4• CONC. SIDEWALK
rn %2• EXP. JOINT
b / 6-
24'
RIW SECTION A-A _ _ _ _
' SIAP -
./2• 12• 6.
• •' = = 6' TYP. RAMP FLOOR
NO - AND SIDES %2' R 2' R
PARK/NG STANDARD 2• CURB &GUTTER V ' EXP. JOINT d d 3� • R
ON (REMOVE & REPLACE) /2 ' .. ' 3• R \ PAVEMENT
PVM'T. .
PLAN .
NOTES: .
�/L CUL-DE-SAC /.ENTIRE EXISTING CURB/NG SHALL BE REMOVED & REPLACED.
2. LOW CURB & TRANSITION MAY BE FORMED AT THE OF ST!Q$IL/�LD �Ci S.IJQGRADE
55' R.O.W. CURB CONSTRUCTION.
J. CONSTRUCT WITH CLASS A (3000PS9 CONCRETE.
COMPAGTLD .:: •.� SUBBASE
WHEELCHAIR RAMP
45' 2' 4' 4'
SLOPE VARIES
SEE SHEET 4
FOR GRADES MIAMI CURB STANDARD CURB & GUTTER DETAIL (TYPE 'A')
4' SIDEWALK
PAVM'T.
2' MIAMI CURB (TYPE 'B') 7 _ TYP. TRANSITION FROM
TYPE 'A' CURB & GUTTER
TO MIAMI CURB & GUTTER
SECTION A - A 1�
I tih Q�
,
I
CUL-DE-SAC DETAIL
I TYPE 'A' CURB
& GUTTER (TYPJ
WESMERE I PARKWAY
----------- --- ------ --------------------
MIAMI CURB T TRANSITION
> I
Q i
\ I
PIAN
L� I L 50' R/W
MIAMI CURB 7'TRANSfrION STO.CURB I r
& GUTTER
SIDEWALK r� 25' tel. 25'
TOP OF CURB " / I ' 14' it ( Il'
� 4
4
PAVEMEW SURFACE ' • -
a
PROF/LE • �4 /�
w FLOW UNE I RADE I •
HANDICAPPED RAMP AND CURB TRANSITION AT 114 ET ��Z•/FT
INTERIOR INTERSECTIONS
w�„I�Ra M/AM/ CURB 4' CONC. WALK
rT (BY OTHERS)
pan, &GUTTER (BOTH SIDES)
RB 8 4'-On 4'-6' STABILIZATION SER TO F.B V. 50 P.SJ.
ARB P A.CS.C. TYPE S-3 '.
�4+��� 6" SOIL CEMENT BASE COURSE
ZR 12• COMPACTED SUB-BASE TO 95%
e e e` e e d , d d . dEMMM/M MAX. DENSITY, AASHTO T-180
• AA!! . n
.i v
STD. CURB TO MIAMI CURB TRANSITION TYPICAL ROAD SECTION
NOTES:
j
I. CONCRETE SHALL BE 3000 PSI.
D 2. SIDEWALK SHALL BE 6' THICK AT ALL DRIVEWAYS.
4C1
n The Contractor
SIDEWALK DETAIL
v. hereby certlfles to the OWNER that Improvements covered by this draw/ng
and the related detalls have been constructed as Jndlcated or as
modlfled by the notes and graphlcs shown. Absent a note or graphic to
the contrary. the Improvements have been constructed meeting Industry FIELD.
WESMERE OCOEE, FLORIDA
Q standard tolerances.
- - CADD BYs NObowyermsinOeton & � /�iSigned: Date: _ _ssU tes
Authorized Contractor's Rs esentativeprPAVING & DRAINAGE DETAILS
- - CHECKED BYs RM
INCORPORATED
DESIGNED BYs ZMB CONSULTING ENGINEERING s PLANNING a LAND SURVEY)
VILLAGE 5
DESCRIPTION 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 28
m REVISION SCALES p q
1 =GOA (407) 843-5120
l' f/ �j� DATE s 5 22 - 92 JOB NO. AVH5 - 2-1 SHEET 6 OF 8
STO.CURB
& GUfTER
BACK OF CURB
1� FLOW UNE
,—EDGE
.\7,.:..�CADE
.....
OF PAVEMENT
AVHSPPD.00I
6' BEDDING ROCK
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
PLUG VALVE AND BOX DETAIL
(FIG203)
OFFSET (AS REQ'D)
EDGE OF CROSSCUT
UNDISTURBED
SOIL (TYP.)
TRENCH WIDTH
THRUST-
-
\ �- THRUST BLOCK
FITTING i MIN \\-AREA (S0. FT.)
CONCRETE
TYPICAL SECTION THRUST BLOCK
SCHEDULE FOR THRUST BLOCK AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SO FT)
45
BEND
(SO FT)
22-1/2
BEND
(SO FT)
11-1/4
BEND
(SO FT)
TEE 8
PLUG
ISO FT)
DESIGN
PRESS
(PSI)
AREA
FOR
1.0
0.7
0.5
2.0
UNDISTURBED PLUG
��
6
AREA FOR
TEE
2.3
SET TOP OF VALVE BOX
0.6
SOIL (TYP.)
150
B
7.0
TO FINISHED GRADE
1 2.0
1.0
7.0
I•
10
10.2
5.6
2.9
CONCRETE COLLAR
10.2
150
12
14.6
B.0
4.0
IN UNPAVED AREAS
14.6
150
PRE -PRIMED
JOINT SURFACES
PER SPECIFICATIONS
WOOD
FINISHED GRADE
PRE -MOLDED
(SEE DETAIL)
JOINT SURFACES
PLASTIC JOINT
PROTECT VETM
NOTE,
THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF
LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN)
BEARING. SEE NOTE 5
• TO BE COMPLETED BY ENGINEER.
WRAPPER
EDGE OF(
p 6;
WRAPPER TO
BE REMOVED)
_
I
Or
>
REINFORCEMENT AND JOIN
6'
MIN.
COMPLETED
TYP.)
(TYP.)
DETAIL TO BE DESIGNED BY
TRENCH
THE ENGINEER AND i
f
8" MIN. SOUEEZEIOUT
APPROVED BY THE 9'
9f
COUNTY. f
+(
BEDDING ROCK
(TYP.)
CAST -IN-PLACE
AREA FOR
PLUG
_
CONCRETE BASE
BASE
i
, I
ADJUSTABLE CAST IRON
VALVE BOX
CROSS W/PLUG
1
CROSS W/
;
F
SEE NOTE 2
�_
i
WOOD FORM BOARDS BEHIND
TWO PLUGS TEE
TEE W/PLUG
-
BOX SHALL REST ON
ROCK NOT
BELL SHALL NOT INTERFERE
8
AREA FOR
- AREA FOR
BEDDING
WITH JOINT (TYP.
45° BEND
TEE
M.J. PLUG VALVE
-�
ON VALVE OR PIPE
AND SHALL BE
CONCRETE THRUST
WASTEWATER
CENTERED ON
BLOCK (TYP.) ()12
,
FORCE MAIN
OPERATING NUT
-
- -
AREA FOR
- - - - -
- - -
EDGE OF
PLUG
(TYP.) \
6' BEDDING ROCK
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
PLUG VALVE AND BOX DETAIL
(FIG203)
OFFSET (AS REQ'D)
EDGE OF CROSSCUT
UNDISTURBED
SOIL (TYP.)
TRENCH WIDTH
THRUST-
-
\ �- THRUST BLOCK
FITTING i MIN \\-AREA (S0. FT.)
CONCRETE
TYPICAL SECTION THRUST BLOCK
SCHEDULE FOR THRUST BLOCK AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SO FT)
45
BEND
(SO FT)
22-1/2
BEND
(SO FT)
11-1/4
BEND
(SO FT)
TEE 8
PLUG
ISO FT)
DESIGN
PRESS
(PSI)
4
2.0
1.0
0.7
0.5
2.0
150
6
4.0
2.3
1.2
0.6
4.0
150
B
7.0
3.8
1 2.0
1.0
7.0
150
10
10.2
5.6
2.9
1.5
10.2
150
12
14.6
B.0
4.0
2.1
14.6
150
PRE -PRIMED
JOINT SURFACES
PER SPECIFICATIONS
4'-0' 5' MIN.
a it DRE PRIMED
PRE -MOLDED
JOINT SURFACES
PLASTIC JOINT
PROTECT VETM
NOTE,
THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF
LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN)
BEARING. SEE NOTE 5
• TO BE COMPLETED BY ENGINEER.
The Contractor
hereby certlfles to the OWNER that Improvements covered by this drawing
and the related detolls have been constructed as Indicated or as
modifled by the notes and graphlcs shown Absent a note or graphlc to
the contrary, the Improvements have been constructed meeting Industry
standard tolerances.
Signed: Date:
Authorized Contractor's Representative
r
TEE W/
WYE END PLUG
NOTES:
1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
(8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS,AS REQUIRED.
4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS
REQUIRED,TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALT_ BE
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT
SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS
THAN 1500 PSF.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED
WITH PRESERVATIVE.
THRUST BLOCK DETAIL
(FIG. 103)
TRENCH WIDTH VARIES
W/ SIZE OF PIPECROWN TRENCH IN
�- UNIMPROVED AREAS
(3' MIN.)
GRADE (SEE NOTE 8)
CO CD Z3
W
SEE NOTE 4 ¢ m
COMMON FILL PIPE 0.0.
12' (TYP.)
- SELECT
h/ COMMON oUj
1 / FILL m z
UNDISTURBED - - - - HW
SAR
ET NOE 3) N
NOTES:'
1. PIPE BEDDING,. SELECT COMMON FILL COMPACTED TO 957 OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH 'BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUMDENSITY AS PER AASHTO T-180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE COUNTY.
4. ("L15' MAX. FOR PIPE DIAMETER LESS THAN 24'. AND 24' MAX.
FOR 'PIPE DIAMETER 24'AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7.'REFER 'TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS..
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD
CONSTRUCTION SPECIFICATIONS.
TYPE'B BEDDING AND TRENCHING DETAIL
(FIG. 100)
r
CROWN TRENCH IN
UNIMPROVED AREAS TRENCH WIDTH VARIES
0 MIN.) (SEE TYPE B W/ SIZE OF PIPE
BEDDING AND TRENCHING
DETAIL FOR OTHER
RESTORATION. FINISHED GRADE-\
/ Z\ W N
m o
SEE NOTE 4 /y// Ld En
COMMON FILL r / PIPE 0.0-
:J
LL
J
12'(TYP.) _
� SELECT (D -
COMMON o w
SELECT COMMON I _ FILL c3m '-
FILL / - \ z
W L,,
BEDDING ROCK °` a m
PIPE BEDDING
(SEE NOTE 8 & 9) (-- UNDISTURBED EARTH
NOTES:
1. PIPE BEDDING:SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE COUNTY.
4. ("):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
G. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS
THAN IT, AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL 70 REACH
SUITABLE FOUNDATION.
TYPE A BEDDING AND TRENCHING DETAIL
(FIG. 101)
NOTES:
1. ABOVE DETAIL IS BASED ON ?COMBINATION AIR/VACUUM
RELEASE VALVE.CHANGE PIPE AND FITTINGS ACCORDINGLY
FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE
DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY
PRIOR TO INSTALLATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED
GRADE SHALL BE 4.0 FEET.
AIR OR COMBINATION AIR/VACUUM
RELEASE VALVE DETAIL
(FIG. 109)
RAISED 1-1/2' LETTERS
FLUSH WITH TOP OF COV
F
Now
CONCRET
ELEVATION
2 - NON PENETRATING
PICK HOLES
MACHINED
MATING
SURFACES
1-1/2' MIN.
). ••'• • • fl • • • .I
TIG. 202)
TROWEL -FINISHED
I I
CONCRETE BENCHING
E BASE SEE MANHOLE
CONNECTION
Oo_ ► .O,`� DETAILS
F
MANHOLE FRAME & COVER
FINISHED GRADE
0
i' MAX.
(SEE STANDARD DETAIL
PVC WATER MAIN
SET COVERS FLUSH IN
OR FORCE MAIN
FRAMES BEDDED IN MORTAR
- METALLIC LOCATING WIRE
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
2 COURSES OF BRICK (MIN.)
4 COURSES (MAX.)
6
3'-0' MAX.Cr
5
2'-0
> INSIDE M
OUTSIDE WALL
EPDXY COAL TAR COATINGS
v, o
PRE -PRIMED
JOINT SURFACES
PER SPECIFICATIONS
4'-0' 5' MIN.
a it DRE PRIMED
PRE -MOLDED
JOINT SURFACES
PLASTIC JOINT
PROTECT VETM
WRAPPER
NOTES:
1. ABOVE DETAIL IS BASED ON ?COMBINATION AIR/VACUUM
RELEASE VALVE.CHANGE PIPE AND FITTINGS ACCORDINGLY
FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE
DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY
PRIOR TO INSTALLATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED
GRADE SHALL BE 4.0 FEET.
AIR OR COMBINATION AIR/VACUUM
RELEASE VALVE DETAIL
(FIG. 109)
RAISED 1-1/2' LETTERS
FLUSH WITH TOP OF COV
F
Now
CONCRET
ELEVATION
2 - NON PENETRATING
PICK HOLES
MACHINED
MATING
SURFACES
1-1/2' MIN.
). ••'• • • fl • • • .I
TIG. 202)
TROWEL -FINISHED
I I
CONCRETE BENCHING
E BASE SEE MANHOLE
CONNECTION
Oo_ ► .O,`� DETAILS
NOTES:
1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24'. SEE SECTION 20.4.3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS
24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
PRECAST CONCRETE MANHOLE
PLAN AND SECTION
tF7r�
PRECAST TEE
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
,6. OF VERTICAL PIPE
DROP PIPE
INLET CONNECTION (SEE NOTE 1)
AS REQUIRED 90° BEND
2'
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE WALL PVC OR DIP
(SEE NOTE 2)
PRECAST ,
MANHOLE
WALL SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
STAINLESS STEE PVC OR
BAND DIP
STAINLESS STEEL
PIPE CLAMP
RESILIENT
CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED 'FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAILS
IFIG201)
VARIES VARIES
w
_ LOT LINE _ WYE WITH IZ
6' BRANCH SEWER MAIN a
� i 6' 45 ° SIZE VARIES i CLEAN-OUT
N 2 BEND
z WYE WITH SEE NOTE 1
6' BRANCH 1
CLEAN-OUT ILREMOVABLE 6'45 ° WYE WITH
SEE NOTE i IPLUG BEND 6' BRANCH
LOT
JI i LINE
3) DOUBLE
ZI WYE
�) PLAN )
FINISHED GRADE
SLOPE TO
3I DEPT�HNAT 3I
crT 1.0% MIN. Cr
�(TYPI)
ROTATE - -SPRING LINE
TERMINAL DEPTH 30° (TYP.)
AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN
'HOUSE'SERVICE
(3' MINJ(TYP.)
SINGLE 1 DOUBLE
LATERAL LATERAL
PROFILE
NOTES:
1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER
IN ACCORDANCE WITH STANDARD PLUMBING CODE.
2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,
25' MAXIMUM.
3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN
BELOW SPRING LINE.
SERVICE LATERAL DETAIL
(FIG204)
METALLIC LOCATING WIRE
F
MANHOLE FRAME & COVER
FINISHED GRADE
0
i' MAX.
(SEE STANDARD DETAIL
PVC WATER MAIN
SET COVERS FLUSH IN
OR FORCE MAIN
FRAMES BEDDED IN MORTAR
- METALLIC LOCATING WIRE
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
2 COURSES OF BRICK (MIN.)
4 COURSES (MAX.)
I'-6' MIN.
3'-0' MAX.Cr
5
2'-0
> INSIDE M
OUTSIDE WALL
EPDXY COAL TAR COATINGS
v, o
PRE -PRIMED
JOINT SURFACES
PER SPECIFICATIONS
4'-0' 5' MIN.
a it DRE PRIMED
PRE -MOLDED
JOINT SURFACES
PLASTIC JOINT
PROTECT VETM
WRAPPER
BENCHING PER SPECIFICATION
p 6;
WRAPPER TO
BE REMOVED)
_
I
Or
>
REINFORCEMENT AND JOIN
6'
MIN.
COMPLETED
SQUEEZE -OUT
DETAIL TO BE DESIGNED BY
JOINT WTH
THE ENGINEER AND i
f
8" MIN. SOUEEZEIOUT
APPROVED BY THE 9'
9f
COUNTY. f
+(
BEDDING ROCK
2' MIN.
CAST -IN-PLACE
I
I PRECAST MONOLITHIC_
_
CONCRETE BASE
BASE
NOTES:
1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24'. SEE SECTION 20.4.3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS
24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
PRECAST CONCRETE MANHOLE
PLAN AND SECTION
tF7r�
PRECAST TEE
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
,6. OF VERTICAL PIPE
DROP PIPE
INLET CONNECTION (SEE NOTE 1)
AS REQUIRED 90° BEND
2'
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE WALL PVC OR DIP
(SEE NOTE 2)
PRECAST ,
MANHOLE
WALL SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
STAINLESS STEE PVC OR
BAND DIP
STAINLESS STEEL
PIPE CLAMP
RESILIENT
CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED 'FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAILS
IFIG201)
VARIES VARIES
w
_ LOT LINE _ WYE WITH IZ
6' BRANCH SEWER MAIN a
� i 6' 45 ° SIZE VARIES i CLEAN-OUT
N 2 BEND
z WYE WITH SEE NOTE 1
6' BRANCH 1
CLEAN-OUT ILREMOVABLE 6'45 ° WYE WITH
SEE NOTE i IPLUG BEND 6' BRANCH
LOT
JI i LINE
3) DOUBLE
ZI WYE
�) PLAN )
FINISHED GRADE
SLOPE TO
3I DEPT�HNAT 3I
crT 1.0% MIN. Cr
�(TYPI)
ROTATE - -SPRING LINE
TERMINAL DEPTH 30° (TYP.)
AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN
'HOUSE'SERVICE
(3' MINJ(TYP.)
SINGLE 1 DOUBLE
LATERAL LATERAL
PROFILE
NOTES:
1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER
IN ACCORDANCE WITH STANDARD PLUMBING CODE.
2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,
25' MAXIMUM.
3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN
BELOW SPRING LINE.
SERVICE LATERAL DETAIL
(FIG204)
METALLIC LOCATING WIRE
FINISHED GRADE
0
i' MAX.
(0
PVC WATER MAIN
OR FORCE MAIN
- METALLIC LOCATING WIRE
-c1' MAX. i
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
PVC PIPE LOCATING WIRE DETAIL
TIG.Im
2-1 ' SHEET T OF 8
rAnF Avuc;prn nnl
UNDISTURBED
SOIL (TYP.) -�
MW
AREA FOR
PLUG
AREA FO°
TEE
TRENCH-
(TYP.)
CROSS W/PLUG CROSS W/
WOOD FORM BOARDS BEHIND TWO PLUGS TEE TEE W/PLUG
BELL SHALL NOT INTERFERE AREA FOR
WITH JOINT (TYP. 8 45• BEND
CONCRETE THRUST
BLOCK (TYP.) �2112
,
OFFSET (AS REO'D)
EDGE OF CROSSCUT
UNDISTURBED
SOIL (TYP.)
TRENCH WIDTH
THRUST - •- -
WOOD
BLOCKING
(TYP.)
AREA FOR
PLUG
AREA FOR
TEE
AREA FOR
TREGE NCH PLUG
tTYPJ -�
TEE W/
WYE END PLUG
NOTES:
1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
�- THRUST BLOCK FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
FITTING I MIN. AREA (SO. (8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK.
CONCRETE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
TYPICAL SECTION THRUST BLOCK THRUST BLOCKS,AS REQUIRED.
4 THRUST BLOCKS SHALL BE USED IN COMBINATION AS
SCHEDULE FOR THRUST BLOCK AREAS
SET TOP OF VALVE BOX
90
BEND
(SO FT)(SO
TO FINISHED GRADE
22-I/2
BEND
FT)(SO
CONCRETE COLLAR
TEE 8
PLUG
(SO FT)
IN UNPAVED AREAS
4
FINISHED GRADE ( (SEE DETAILS)
1.0
0.7
0.5
i ADJUSTABLE CAST IRON
150
SEE NOTE 2 VALVE BOX
4.0
BOX SHALL.REST ON
1.2
RESILIENT SEAT BEDDING ROCK NOT
4.0
M.J.GATE VALVE ON VALVE OR PIPE
g 117.0
r AND SHALL BE
3.8
WATER CENTERED ON
1.0
MAIN OPERATING NUT
UNDISTURBED
SOIL (TYP.) -�
MW
AREA FOR
PLUG
AREA FO°
TEE
TRENCH-
(TYP.)
CROSS W/PLUG CROSS W/
WOOD FORM BOARDS BEHIND TWO PLUGS TEE TEE W/PLUG
BELL SHALL NOT INTERFERE AREA FOR
WITH JOINT (TYP. 8 45• BEND
CONCRETE THRUST
BLOCK (TYP.) �2112
,
OFFSET (AS REO'D)
EDGE OF CROSSCUT
UNDISTURBED
SOIL (TYP.)
TRENCH WIDTH
THRUST - •- -
WOOD
BLOCKING
(TYP.)
AREA FOR
PLUG
AREA FOR
TEE
AREA FOR
TREGE NCH PLUG
tTYPJ -�
TEE W/
WYE END PLUG
NOTES:
1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
�- THRUST BLOCK FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
FITTING I MIN. AREA (SO. (8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK.
CONCRETE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
TYPICAL SECTION THRUST BLOCK THRUST BLOCKS,AS REQUIRED.
4 THRUST BLOCKS SHALL BE USED IN COMBINATION AS
SCHEDULE FOR THRUST BLOCK AREAS
PIPE
SZE
(INCHES)
90
BEND
(SO FT)(SO
45
BEND
FT)(SO
22-I/2
BEND
FT)(SO
II - I/4
BEND
FT)
TEE 8
PLUG
(SO FT)
DESIGN
PRESS
(PSI)
4
2.0
1.0
0.7
0.5
2.0
150
6
4.0
2.3
1.2
0.6
4.0
150
g 117.0
TYP.EACH VALVE BOX.
3.8
2.0
1.0
7.0
150
IO
10.2
5.6
2.9
1.5
10.2
150
12
14.6
8.0
4.0
2.1
14.6
150
_ z
w
STAMP AS REO'O
(SEE NOTE 1)
AROUND
ANCHORED IN
UNIMPROVED AREAS
TRENCH WIDTH VARIES
I
7DISC
CONC. PAD STAMP
(3' MIN.) (SEE TYPE B
W/ SIZE OF PIPE
NOTE.
THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF
LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN)
BEARING. SEE NOTE 5
. TO BE COMPLETED BY ENGINEER.
HYDRANT
OPERATING
NUT
REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
5. ALTERNATE DESIGNED RESTRAINING, SYSTEMS SHALL BE
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT
SUITABLE ANO/OR SOIL RESISTANCE BEARING IS LESS
THAN 1500 PSF.
G. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED
WITH PRESERVATIVE.
THRUST BLOCK DETAIL
(FIG. 103)
1
6' BEDDING ROCK 6' BEDDING ROCK
M J ANCHORING RESILIENT SEAT GATE
COUPLING VALVE AND BOX
(SEE DETAIL)
NOTES: NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT'A WEEP HOLE,
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. OR WITH A PERMANENTLY PLUGGED WEEP 'HOLE.
ENCASE SINGLE SERVICE IN
FIELDS
t 1'
2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO
r,
•/ i 1
/
LOTS (TYP.) SERVICE (TYP.)
/• s 1 i�
•1
SCALES NO'
,1
_
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
%
24'x 24'x 6'
THICK CONC. PAD
1
II
SHALL BE A 6' MINIMUM.
1
D.C.
GATE VALVE AND BOX DETAIL
TYP.EACH VALVE BOX.
AROUND
IFIG. 400)
.
3' DIA. BRONZE DISC
BACKFILLsuM
J HYDRANT
SEE NOTE 3
ANCHORING TEE
1
6' BEDDING ROCK 6' BEDDING ROCK
M J ANCHORING RESILIENT SEAT GATE
COUPLING VALVE AND BOX
(SEE DETAIL)
NOTES: NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT'A WEEP HOLE,
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. OR WITH A PERMANENTLY PLUGGED WEEP 'HOLE.
ASPHALT SURFACE
I 1
BASE
i I
4' x 4'x 18' LONG
VALVE BOX (MIN.)PRECAST POST
AND COVER WITH 3' DIAMETER
(TYP.) BRONZE DISC SET IN
GROUT AS SHOWN
IMPROVED CONDTITION ABOVE.
NOTES:
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16'AND
LARGER,OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES.
2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X 6' WHEN THE
BRONZE IDENTIFICATION DISC IS NOT REQUIRED.
VALVE COLLAR DETAIL
(FIG. 107)
ENCASE SINGLE SERVICE IN
FIELDS
2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO
r,
CHECKED BY: RM
LOTS (TYP.) SERVICE (TYP.)
4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION.
SCALES NO'
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
%
24'x 24'x 6'
THICK CONC. PAD
ENCASE' SERVICESI iN 2'
II
SHALL BE A 6' MINIMUM.
2' BLOWOFF VALVE (
PVC LIN ER PAVE�ENT-
GATE VALVE AND BOX DETAIL
TYP.EACH VALVE BOX.
4. ALL HYDRANTS TO BE PAINTED OSHA YELLOW.
IFIG. 400)
.
3' DIA. BRONZE DISC
-
FIRE HYDRANT ASSEMBLY DETAIL
ANCHORED IN CONC. PAD
#4 BARS ALL
(FIG. 400
(6' MINIMUM)
CROWN TRENCH IN
_ z
w
STAMP AS REO'O
(SEE NOTE 1)
AROUND
ANCHORED IN
UNIMPROVED AREAS
TRENCH WIDTH VARIES
I
7DISC
CONC. PAD STAMP
(3' MIN.) (SEE TYPE B
W/ SIZE OF PIPE
SIZE OF VALVE
AS REO'D.
BEDDING AND TRENCHING
L�-_j
4' WATER �� --
TYPE OF VALVE
is ' :;, ,
DETAIL FOR OTHER
6' FIRE '
u'
SERVICEy
B
RESTORATION.FINISHED
PVC WATER MAIN
GRAD
:1
,
DIRECTION & NO.
n ••
�,
OR FORCE MAIN
T UTILITY ESM'T.(TYP.)1
4;
OF TURNS TO
,
CURB
J
Zn
WATER
• •
METALLIC LOCATING WIRE
r
J
Y
N
MAX.
-
RIGHT OF WAY LINE
(TYP.)
�,
,
07
Q
Uj
1. ANCHORING TYPE 90'BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
2500 P.S.I.
INSTALLATION OF A STRAIGHT
X
Q
=
Z
CONCRETE MIN.
C
SEE NOTE 4,
/ /r (n
�:
W
N
v
COMM\FILL`
PIPE 0.0. \
E
M, IN.
J
UNIMPROVED CONDITION
TOP FLUSH WITH
12' (TYP.)
FINISHED GRADE
SELECT
c�
COMMON
I r
SELECT COMMON
FILL
m
Z
Z]
FILL /t
_
BEDDING ROCK
w
a
w
i
PIPE BEDDING
(SEE NOTE 8 & 9) UNDISTURBED EARTH
/
NOTES:
1. PIPE BEDDING:SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T,-180.
2. TRENCH BACKFILU COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE COUNTY.
4. (1):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
j
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
COUNTY. BEDDING DEPTH SHALL BE V MINIMUM FOR PIPE DIAMETER LESS
THAN 15', AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER.
3
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
Q
BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
SUITABLE FOUNDATION.
l
TYPE A BEDDING AND TRENCHING DETAIL
V
IFI& 1011
r
- -
0
1 DESCRIPTION
N
�^ REVISION
rn
o
ASPHALT SURFACE
I 1
BASE
i I
4' x 4'x 18' LONG
VALVE BOX (MIN.)PRECAST POST
AND COVER WITH 3' DIAMETER
(TYP.) BRONZE DISC SET IN
GROUT AS SHOWN
IMPROVED CONDTITION ABOVE.
NOTES:
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16'AND
LARGER,OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES.
2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X 6' WHEN THE
BRONZE IDENTIFICATION DISC IS NOT REQUIRED.
VALVE COLLAR DETAIL
(FIG. 107)
ENCASE SINGLE SERVICE IN
FIELDS
DOUBLE
r,
CHECKED BY: RM
LOTS (TYP.) SERVICE (TYP.)
DESIGNED BYs ZMB
SCALES NO'
77 -v
%
24'x 24'x 6'
THICK CONC. PAD
ENCASE' SERVICESI iN 2'
II
METALLIC LOCATING WIRE
2' BLOWOFF VALVE (
PVC LIN ER PAVE�ENT-
TYP.EACH VALVE BOX.
\ (SEE DETAIL)
FINISHED GRADE
3' DIA. BRONZE DISC
-
_
ANCHORED IN CONC. PAD
#4 BARS ALL
3' DIA. BRONZE
(6' MINIMUM)
+
_ z
w
STAMP AS REO'O
(SEE NOTE 1)
AROUND
ANCHORED IN
w
TUBIING SDR9
I
7DISC
CONC. PAD STAMP
i' MAX.
SIZE OF VALVE
AS REO'D.
o
L�-_j
4' WATER �� --
TYPE OF VALVE
is ' :;, ,
MAIN (MIN.)
6' FIRE '
u'
SERVICEy
B
PVC WATER MAIN
II(SEE NOTJ 1)
:1
,
DIRECTION & NO.
n ••
�,
OR FORCE MAIN
T UTILITY ESM'T.(TYP.)1
4;
OF TURNS TO
,
CURB
OPEN
VALVE BOX
Zn
WATER
• •
METALLIC LOCATING WIRE
AND COVER
MAX.
-
RIGHT OF WAY LINE
(TYP.)
�,
,
07
_c1'
1. ANCHORING TYPE 90'BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
2500 P.S.I.
INSTALLATION OF A STRAIGHT
ASSEMBLY.
CONCRETE MIN.
ANCHORS
M, IN.
UNIMPROVED CONDITION
TOP FLUSH WITH
FINISHED GRADE
ASPHALT SURFACE
I 1
BASE
i I
4' x 4'x 18' LONG
VALVE BOX (MIN.)PRECAST POST
AND COVER WITH 3' DIAMETER
(TYP.) BRONZE DISC SET IN
GROUT AS SHOWN
IMPROVED CONDTITION ABOVE.
NOTES:
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16'AND
LARGER,OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES.
2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X 6' WHEN THE
BRONZE IDENTIFICATION DISC IS NOT REQUIRED.
VALVE COLLAR DETAIL
(FIG. 107)
WATER SERVICE LOCATION DETAIL
(FIG. 404)
ENCASE SINGLE SERVICE IN
FIELDS
DOUBLE
lj{' PVC UNDER PVM'T.
CHECKED BY: RM
LOTS (TYP.) SERVICE (TYP.)
DESIGNED BYs ZMB
SCALES NO'
LINE (TYP.) r,
ENCASE' SERVICESI iN 2'
II
2' BLOWOFF VALVE (
PVC LIN ER PAVE�ENT-
\ (SEE DETAIL)
WATER MAIN
F_
(6' MINIMUM)
+
_ z
w
200 PSI POLY' ------
-------- --I
w
TUBIING SDR9
I
1¢
L�-_j
4' WATER �� --
4'x6' OR ' REDUCEI4
MAIN (MIN.)
6' FIRE '
u'
FITTINGS AS
'HYDRANT
ASSEMBL
REQUIRED (TYP.)
II(SEE NOTJ 1)
:1
RIGHT OF WAY LINE -•-I
T UTILITY ESM'T.(TYP.)1
CURB
WATER MAIN
2' (TYP.)
SIDEWALK (TYP.)
-
RIGHT OF WAY LINE
NOTES:
1. ANCHORING TYPE 90'BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
CONSTRICTIONS WILL NOT ALLOW
INSTALLATION OF A STRAIGHT
ASSEMBLY.
WATER SERVICE LOCATION DETAIL
(FIG. 404)
CORPORATION \
STOP (1' MIN.)
<r
Wor L[� -
w
a
3
200 PSI POLY
TUBING SDR9
SINGLE METER BOX
AND WATER METER
(BY ORANGE CO.)
SINGLE SERVICE
AWWA TYPE
CC THREADS
SADDLE -
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
PVC PIPE LOCATING WIRE DETAIL
TIG. 108)
Y -FITTING
3RANCH FITTING U -BRANCH
FITTING
CURB STOP CORPORATION (1' x 3/4' x 3/4')
(SEE NOTE 3) STOP (iY2' MIN.) (NOTE: BRANCH FITTINGS
TO HAVE LOCKABLE WINGS)
MARK WITH
W000 PAINTED CURB STOP
BLUE & WITH
LOT NUMBERS z
MARK WITH WOOD PAINTED
BLUE & WITH LOT NUMBERS
w
3
200 PSI POLY
TUBING SDR9
2 -DOUBLE METER BOXES'
AND WATER METER
(SERVICE & IRRIGATION)
DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
TO METER BOX
ASSEMBLY
200 PSI POLYETHYLENE
TUBING SDR9 (i' MIN.)
e"30 DEG.
WATER MAIN
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED
JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH
SHALL BE BURIED APPROXIMATELY T BELOW FINAL GRADE AND
SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18' STAKE WITH
THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE
LOT(S) TO BE SERVED.
4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE.
WATER SERVICE CONNECTION DETAILS
assoxnates.
bowyer�sfioeton8�
INCORPORATED
CONSULTING ENGINEERING s PLANNING s LAND SURVEYIN
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 3 01
(407) 843-5120 Jj �l2
The Contractor
hereby certifies to the OWNER that Improvements covered by this drawing
and the related details have been constructed as indicated or as
modified by the notes and graphics shown. Absent a note or graphic to
the contrary, the improvements have been constructed meeting Industry
standard tolerances.
Signed: Date.-
Authorized
ate:Authorized Contractor's Representative
WESMERE OCOEE, FLORIDA
WATER DETAILS
VILLAGE 5
DATE : 5 - 22 - 92 JOB NO. AVH5 - 2-1 SHEET 8 OF 8
CADE AVH5PWD.001
FIELDS
CADD BYs ZMB
CHECKED BY: RM
DESIGNED BYs ZMB
SCALES NO'
CORPORATION \
STOP (1' MIN.)
<r
Wor L[� -
w
a
3
200 PSI POLY
TUBING SDR9
SINGLE METER BOX
AND WATER METER
(BY ORANGE CO.)
SINGLE SERVICE
AWWA TYPE
CC THREADS
SADDLE -
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
PVC PIPE LOCATING WIRE DETAIL
TIG. 108)
Y -FITTING
3RANCH FITTING U -BRANCH
FITTING
CURB STOP CORPORATION (1' x 3/4' x 3/4')
(SEE NOTE 3) STOP (iY2' MIN.) (NOTE: BRANCH FITTINGS
TO HAVE LOCKABLE WINGS)
MARK WITH
W000 PAINTED CURB STOP
BLUE & WITH
LOT NUMBERS z
MARK WITH WOOD PAINTED
BLUE & WITH LOT NUMBERS
w
3
200 PSI POLY
TUBING SDR9
2 -DOUBLE METER BOXES'
AND WATER METER
(SERVICE & IRRIGATION)
DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
TO METER BOX
ASSEMBLY
200 PSI POLYETHYLENE
TUBING SDR9 (i' MIN.)
e"30 DEG.
WATER MAIN
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED
JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH
SHALL BE BURIED APPROXIMATELY T BELOW FINAL GRADE AND
SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18' STAKE WITH
THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE
LOT(S) TO BE SERVED.
4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE.
WATER SERVICE CONNECTION DETAILS
assoxnates.
bowyer�sfioeton8�
INCORPORATED
CONSULTING ENGINEERING s PLANNING s LAND SURVEYIN
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 3 01
(407) 843-5120 Jj �l2
The Contractor
hereby certifies to the OWNER that Improvements covered by this drawing
and the related details have been constructed as indicated or as
modified by the notes and graphics shown. Absent a note or graphic to
the contrary, the improvements have been constructed meeting Industry
standard tolerances.
Signed: Date.-
Authorized
ate:Authorized Contractor's Representative
WESMERE OCOEE, FLORIDA
WATER DETAILS
VILLAGE 5
DATE : 5 - 22 - 92 JOB NO. AVH5 - 2-1 SHEET 8 OF 8
CADE AVH5PWD.001
}
b®wyer -
singlet®n
associates
INCORPORATED
520 So Magnolia Avenue
Orlando, Florida 32801
407-843-5120
AK
SECTHON 31, TOWNSHIP 22 SOUTH -H, RANGE 28 EAST
CHTY OOCOEE, ( COUNTY, 1 ' I . O R 1 11)A
NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
DESCRIPTION
COMMENCING AT THE NORTHEAST CORNER OF SECTION 31. TOWNSHIP 22 SOUTH, RANGE 28
EAST, RUN N89'52'46"W. ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID
SECTION 31, A DISTANCE OF 1316.57 FEET TO THE NORTHEAST CORNER OF THE WEST 1/2
OF THE NORTHEAST 1/4 OF SAID SECTION 31 AND THE NORTHWEST CORNER OF PLANTATION
GROVE WEST, AS RECORDED IN PLAT BOOK 26, PAGES 2-3. PUBLIC RECORDS OF ORANGE
COUNTY, FLORIDA THENCE SOO*33'22'W. ALONG THE EAST LINE OF SAID WEST 1/2 AND
THE WEST LINE OF SAID PLANTATION GROVE WEST, A DISTANCE OF 1090.95 FEET FOR A
POINT OF BEGINNING; THENCE CONTINUE S00'33'22"W. A DISTANCE OF 533.88 FEET;
THENCE DEPARTING SAID EAST LINE AND WEST LINE, RUN N890 26'38"W. A DISTANCE OF
586.17 FEET; THENCE S700 06'28"W. A DISTANCE OF 159.33 FEET; THENCE S53013'08'W
A DISTANCE OF 78.58 FEET; THENCE S71'00'51"W. A DISTANCE OF 86.67 FEET; THENCE
N87002'09"W. A DISTANCE OF 331.00 FEET; THENCE N32004'32"W. A DISTANCE OF
11.90 FEET; THENCE S57'55'28"W. A DISTANCE OF 85.00 FEET TO A POINT ON A CURVE
CONCAVE EASTERLY, HAVING A CENTRAL ANGLE OF 78'39'45' AND A RADIUS OF 884.58
FEET; THENCE FROM A TANGENT BEARING OF N320 04'32"W. RUN NORTHERLY ALONG THE
ARC OF SAID CURVE. A DISTANCE OF 1214.45 FEET TO THE POINT OF TANGENCY; THENCE
N460 35'12"E. A DISTANCE OF 186.35 FEET TO THE POINT OF CURVATURE OF A CURVE.
CONCAVE NORTHWESTERLY. HAVING A CENTRAL ANGLE OF 11°28'46' AND A RADIUS OF
665.16 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE. A DISTANCE
OF 133.27 FEET; THENCE DEPARTING SAID CURVE. RUN S54°5334"E. A DISTANCE OF
85.00, FEET: THENCE S650 03'01"E. A DISTANCE OF 179.25 FEET; THENCE S460 03,0411E.
A DISTANCE OF 83.24 FEET; THENCE S21'15'54"E. A DISTANCE OF 144.23 FEET;
THENCE SOO*33'22"W. A DISTANCE OF 343.09 FEET; THENCE S890 26'38"E. A DISTANCE
OF 590.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 27.597 ACRES. MORE OR LESS.
SHEET I OF 2 PLAT
11300K PAGE
LAKESIDE
DEDICATION
Limited
KNOW ALL MEN BY THESE PRESENTS, That the Partnership named
below, being the owner in fee simple of the lands described in the fore-
going caption to this plot, hereby dedicates said lands and plat for the
uses and purposes therein expressed and dedicates the ------------------
- --------------------------------------------- ----------------- --------- --------shown hereon to the
perpetual use of the public, and ----------------------------------------------- ---------- ----
IN WITNESS WHEREOF, has caused these presents to be signed and
attested to by the officers named below and its seal to be of -
fixed hereto on -------------- ------------------------------ ---------
Arvida/JMB Partners,L.P-II a Delaware limited partnership by
Arvido/JMB Managers, 1 I, Inc., an I II inois corporation, a general partner.
DAVID L. GUY Vice President
Attest:
DAV I D L. F RAM E , Assistant Secretary
Signed and sealed in the presence of:
LORI A. POWERS
MARY L. OTTO
STATE OF_ -__-___F LORI DA ---- COUNTY OF ------ 0 RAN G E -
THIS IS TO CERTIFY, That on-___-_ ---- _-- ------------- _- ---- _.__
before me, an officer duly authorized to take acknowledgments in the
State and County aforesaid, personally appeared ---- Dav_id__L„__Cuy---------------- -
-------------------------_ and ------------ David _L __ F rd m e ------------
respectively_____ Yi c e--_ --- President and ___ A ssi sta n t --Sec ret ary-------- -
of the above named corporation, incorporated under the laws
of the State of . DelaW(IrP....... who did not take an oath and
who are personally known to be the individuals and
officers described in and who executed the foregoing Dedication and
severally acknowledged the execution thereof to be their free act and deed
as such officers, thereunto duly authorized; that the official seal of sold
corporation is duly affixed thereto; and that the said Dedication is the
act and deed of said corporation.
IN WITNESS WHEREOF, I have hereto set
my hand and seal on the above date.
JOINDER AND CONSENT TO DEDICATION
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE
UPON THE PROPERTY DESCRIBED IN THIS PLAT, WHICH MORTGAGE IS RECORDED IN
OFFICIAL RECORDS BOOK 4407, PAGE 183: 4429, PAGE 2814: 4429, PAGE 2825: 4429
PAGE 2835: 4429. PAGE 2888, AND 4429. PAGE 2905, PUBLIC RECORDS OF ORANGE
COUNTY. FLORIDA AND THAT THE UNDERSIGNED HEREBY JOINS IN. AND CONSENTS TO. THE
DEDICATION OF THE LANDS DESCRIBED ABOVE AND ANY EASEMENTS. RESERVATIONS, AND
RESTRICTIONS SET FORTH HEREIN FOR THE PURPOSE OF SUBORDINATING ITS MORTGAGE
INTEREST TO SAID DEDICATION.
IN WITNESS HEREOF. THE UNDERSIGNED HAS SET ITS HAND AND SEAL ON THE
...........DAY OF ............ 1992.
SIGNED AND SEALED IN CONTINENTAL BANK
OUR PRESENCE AS WITNESSES:
.................................... BY:..................................
.................................... ATTEST:
.....................................
SIGNED AND SEALED IN BANK OF AMERICA NATIONAL TRUST
OUR PRESENCE AS WITNESSES: AND SAVINGS ASSOCIATION
............................... BY.,...................................
................................... ATTEST:
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY THAT, BEFORE ME. AN OFFICER DULY AUTHORIZED IN THE
STATE AND COUNTY AFORESAID TO TAKE ACKNOWLEDGEMENTS. PERSONALLY APPEARED
................................... ....... CONTINENTAL BANK.
WHO IS PERSONALLY KNOWN TO ME AND WHO DID NOT TAKE AN OATH,
AND THAT THEY ACKNOWLEDGED EXECUTING THE FOREGOING INSTRUMENT
UNDER AUTHORITY DULY VESTED IN THEM BY SAID CORPORATION AND THAT
THE SEAL AFFIXED THERETO IS A TRUE AND CORRECT SEAL OF SAID CORPORATION.
WITNESSED MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE AFORESAID
THIS ........... DAY OF .............. 1992.
NOTARY PUBLIC ............................
MY COMMISSION EXPIRES: ...................
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY THAT, BEFORE ME. AN OFFICER DULY AUTHORIZED IN THE
STATE AND COUNTY AFORESAID TO TAKE ACKNOWLEDGEMENTS. PERSONALLY APPEARED
BANK OF AMERICA NATIONAL TRUST
AND SAVINGS ASSOCIATION WHO IS PERSONALLY KNOWN TO ME AND WHO DID NOT TAKE AN
OATH, AND THAT THEY ACKNOWLEDGED EXECUTING THE FOREGOING INSTRUMENT UNDER
AUTHORITY DULY VESTED IN THEN BY SAID CORPORATION AND THAT THE SEAL AFFIXED
THERETO IS A TRUE AND CORRECT SEAL OF SAID CORPORATION.
WITNESSED MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE AFORESAID
THIS ........... DAY OF..................11M.
NOTARY PUBLIC ............................
MY COMMISSION EXPIRES: .............
NOTARY PUBLIC LORI A. POWERS
My Commission
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being a
licensed and registered land surveyor, does hereby certify that on
...... . ..................................he completed the survey
of the lands as shown in the foregoing plat or plan; that said plat is a
correct representation of the lands therein described and platted or sub-
divided, that permanent reference monuments have been placed as
shown thereon as required by Chapter 177, Florida Statutes, and that
said land is located in Orange County, Florida.
Dated.................................
................ Registration No .... 34.21 .... , . .
'DENWIS L. DEAL
CERTIFICATE OF APPROVAL
BY BOARD OF CITY COMMISSIONERS
THIS IS TO CERTIFY, That on the
foregoing plat or plan was approved by the Board of City
Commissioners of Ocoee, Florida.
Mayor of Ocoee
City Attorney ATTCCT:
City Clerk
CERTIFICATE OF APPROVAL
BY CITY ENGINEER
Examined and
Approved
City Engineer Date
CERTIFICATE OF APPROVAL
BY CITY PLANNING DIRECTOR
Examined and
Approve d
City Planning Director Date
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat and find
that it complies in form with all the requirements of Chapter 177, Florida
Statutes, and was filed for record on ------------- -___.---- ---------------------- -
at No.
County Comptroller
In and for Orange County, Fla.
BY------------------------------------------------------------------- D.C.
FORM 4
LOCATION
MAP
N
NTS
McGEE HWY.
(HWY.50)
FLORIDA'S
WINTER
TOMYN RD.
WESMERE .
G
PKWY.
o
T
G�ti
`
SITE
( _
W
W
0
MOORE
Z
ROBERTSON
RD.
3
RD.
SHEET I OF 2 PLAT
11300K PAGE
LAKESIDE
DEDICATION
Limited
KNOW ALL MEN BY THESE PRESENTS, That the Partnership named
below, being the owner in fee simple of the lands described in the fore-
going caption to this plot, hereby dedicates said lands and plat for the
uses and purposes therein expressed and dedicates the ------------------
- --------------------------------------------- ----------------- --------- --------shown hereon to the
perpetual use of the public, and ----------------------------------------------- ---------- ----
IN WITNESS WHEREOF, has caused these presents to be signed and
attested to by the officers named below and its seal to be of -
fixed hereto on -------------- ------------------------------ ---------
Arvida/JMB Partners,L.P-II a Delaware limited partnership by
Arvido/JMB Managers, 1 I, Inc., an I II inois corporation, a general partner.
DAVID L. GUY Vice President
Attest:
DAV I D L. F RAM E , Assistant Secretary
Signed and sealed in the presence of:
LORI A. POWERS
MARY L. OTTO
STATE OF_ -__-___F LORI DA ---- COUNTY OF ------ 0 RAN G E -
THIS IS TO CERTIFY, That on-___-_ ---- _-- ------------- _- ---- _.__
before me, an officer duly authorized to take acknowledgments in the
State and County aforesaid, personally appeared ---- Dav_id__L„__Cuy---------------- -
-------------------------_ and ------------ David _L __ F rd m e ------------
respectively_____ Yi c e--_ --- President and ___ A ssi sta n t --Sec ret ary-------- -
of the above named corporation, incorporated under the laws
of the State of . DelaW(IrP....... who did not take an oath and
who are personally known to be the individuals and
officers described in and who executed the foregoing Dedication and
severally acknowledged the execution thereof to be their free act and deed
as such officers, thereunto duly authorized; that the official seal of sold
corporation is duly affixed thereto; and that the said Dedication is the
act and deed of said corporation.
IN WITNESS WHEREOF, I have hereto set
my hand and seal on the above date.
JOINDER AND CONSENT TO DEDICATION
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE
UPON THE PROPERTY DESCRIBED IN THIS PLAT, WHICH MORTGAGE IS RECORDED IN
OFFICIAL RECORDS BOOK 4407, PAGE 183: 4429, PAGE 2814: 4429, PAGE 2825: 4429
PAGE 2835: 4429. PAGE 2888, AND 4429. PAGE 2905, PUBLIC RECORDS OF ORANGE
COUNTY. FLORIDA AND THAT THE UNDERSIGNED HEREBY JOINS IN. AND CONSENTS TO. THE
DEDICATION OF THE LANDS DESCRIBED ABOVE AND ANY EASEMENTS. RESERVATIONS, AND
RESTRICTIONS SET FORTH HEREIN FOR THE PURPOSE OF SUBORDINATING ITS MORTGAGE
INTEREST TO SAID DEDICATION.
IN WITNESS HEREOF. THE UNDERSIGNED HAS SET ITS HAND AND SEAL ON THE
...........DAY OF ............ 1992.
SIGNED AND SEALED IN CONTINENTAL BANK
OUR PRESENCE AS WITNESSES:
.................................... BY:..................................
.................................... ATTEST:
.....................................
SIGNED AND SEALED IN BANK OF AMERICA NATIONAL TRUST
OUR PRESENCE AS WITNESSES: AND SAVINGS ASSOCIATION
............................... BY.,...................................
................................... ATTEST:
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY THAT, BEFORE ME. AN OFFICER DULY AUTHORIZED IN THE
STATE AND COUNTY AFORESAID TO TAKE ACKNOWLEDGEMENTS. PERSONALLY APPEARED
................................... ....... CONTINENTAL BANK.
WHO IS PERSONALLY KNOWN TO ME AND WHO DID NOT TAKE AN OATH,
AND THAT THEY ACKNOWLEDGED EXECUTING THE FOREGOING INSTRUMENT
UNDER AUTHORITY DULY VESTED IN THEM BY SAID CORPORATION AND THAT
THE SEAL AFFIXED THERETO IS A TRUE AND CORRECT SEAL OF SAID CORPORATION.
WITNESSED MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE AFORESAID
THIS ........... DAY OF .............. 1992.
NOTARY PUBLIC ............................
MY COMMISSION EXPIRES: ...................
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY THAT, BEFORE ME. AN OFFICER DULY AUTHORIZED IN THE
STATE AND COUNTY AFORESAID TO TAKE ACKNOWLEDGEMENTS. PERSONALLY APPEARED
BANK OF AMERICA NATIONAL TRUST
AND SAVINGS ASSOCIATION WHO IS PERSONALLY KNOWN TO ME AND WHO DID NOT TAKE AN
OATH, AND THAT THEY ACKNOWLEDGED EXECUTING THE FOREGOING INSTRUMENT UNDER
AUTHORITY DULY VESTED IN THEN BY SAID CORPORATION AND THAT THE SEAL AFFIXED
THERETO IS A TRUE AND CORRECT SEAL OF SAID CORPORATION.
WITNESSED MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE AFORESAID
THIS ........... DAY OF..................11M.
NOTARY PUBLIC ............................
MY COMMISSION EXPIRES: .............
NOTARY PUBLIC LORI A. POWERS
My Commission
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being a
licensed and registered land surveyor, does hereby certify that on
...... . ..................................he completed the survey
of the lands as shown in the foregoing plat or plan; that said plat is a
correct representation of the lands therein described and platted or sub-
divided, that permanent reference monuments have been placed as
shown thereon as required by Chapter 177, Florida Statutes, and that
said land is located in Orange County, Florida.
Dated.................................
................ Registration No .... 34.21 .... , . .
'DENWIS L. DEAL
CERTIFICATE OF APPROVAL
BY BOARD OF CITY COMMISSIONERS
THIS IS TO CERTIFY, That on the
foregoing plat or plan was approved by the Board of City
Commissioners of Ocoee, Florida.
Mayor of Ocoee
City Attorney ATTCCT:
City Clerk
CERTIFICATE OF APPROVAL
BY CITY ENGINEER
Examined and
Approved
City Engineer Date
CERTIFICATE OF APPROVAL
BY CITY PLANNING DIRECTOR
Examined and
Approve d
City Planning Director Date
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat and find
that it complies in form with all the requirements of Chapter 177, Florida
Statutes, and was filed for record on ------------- -___.---- ---------------------- -
at No.
County Comptroller
In and for Orange County, Fla.
BY------------------------------------------------------------------- D.C.
FORM 4
LAKESIDE
SECTHON 319 7COWNSff3Il[P 22 SOUTH9 RANGE 28 EAST
CHTY OF OCOEE9 ORANGE COUNTY9 1E'][.O7[87III➢A
1
0
100
200
300
GRAPHIC SCALE
IN FEET
- SCALE: 1"
- 100'
CURVE DATA
NO.
BEARING
CHORD
DELTA
RADIUS
LENGTH
TAN
C1
N40'50'49"E
133.04'
11'28'46"
665.16'
133.27'
66.86'
C2
N40'50'49"E
141.55'
11'28'46"•
707.66'
141.78'
71.13'
C3
N34'25'05"E
271.74'
24.20'13"
644.58'
273.79'
138.99'
C4
N89'44'10"E
36.48'
93'42'04"
25.00'
40.88'
26.67'
C5
S00'28'38'E
34.06'
85'52'19"
25.00'
37.47'
23.26'
C6
S32'21'15"W
234.95'
20'12.32"
669.58'
236.17'
119.32'
C7
N10'01'00"W
31.88'
79'13'35"
25.00'
34.57'
20.69'
C8
N38'05'30'E
183.05'
16'59.25"
619.58'
183.73'
92.54'
C9
N84'20'530E
30.62'
75'31'21"
25.00'
32.95'
19.36'
CIO
N05'39'070W
86.96'
255'31'21"
55.00'
245.28'
71.00'
C11
N88'24'48"W
35.36'
90'00'00"
25.00'
39.27'
25.00'
C12
N01'35'120E
35.36'
90"00'00"
25.00'
39.27'
25.00'
C13
N40'50'490E
150.05'
11'28'46"
750.16'
150.30'
75.40'
C14
S76'18'36"W
89.06'
251'52'46"
55.00'
241.79'
75.87'
C15
S25'33'00"W
508.93'
37'36'07"
789.58'
518.18'
268.81'
C16
N40'46'460E
153.83'
11'36'52"
760.16'
154.09'
77.31'
C17
S37'25'52"W
65.22'
4'55'03"
760,16'
65.24'
32.64'
C1B
S42'09'300W
60.18'
4'32'14"
760.16'
60.20'
30.11'
C19
S45'30'24"W
28.65'
2'09.35"
760.16'
28.65'
14.33'
C20
S41'15'54'W
85.01'
6'10'18"
789.58'
85.05'
42.57'
C21
S35'41'17"W
68.64'
4'58'56"
789.58'
68.66'
34.35'
C22
S30'42'21"W
68.64'
4.58'56"
789.58'
68.66'
34.35'
C23
S25'43'25"W
68.64'
4'58'56"
789.58'
68.66'
34.35'
C24
S20'44'46"W
68.51'
4.58'22"
789.58'
68.53'
34.29'
C25
S12'30'160W
158.36'
11'30'39"
789.58'
158.63'
79.58'
C26
S40'19'080W
50.00'
4'16'46"
669.58'
50.01'
25.02'
C27
S35'41'17"W
58.20'
4'58'56"
669.58'
5B.22'
29.13'
C28
S30'42'21"W
58.21'
4'58'56"
669.58'
58.22'
29.13'
C29
S25'43'25"W
58.21'
4'58'56"
669.58'
58.22'
29.13'
C30
S22'44'28"W
11.49'
0'58'58"
669.58'
11.49'
5.74'
C31
N29'47'14"E
1.09'
006'04"
619.58'
1.09'
.55 '
C32
N32'33'21"E
61.85'
5' 43'18"
619.58'
61.87'
30.96'
C33
N38'13'270E
60.64'
5.36'37"
619.58'
60.67'
30.36'
C34
N43'48'29"E
60.07'
5'33'26"
619.58'
60.09'
30.07'
C35
S77'51'46•"E
37.57'
39'56'38"
55.00'
38.34'
19.99'
C36
N57'58'270E
45.08'
48'22'55"
55.00'
46.44'
24.71'
C37
N20'11'210E
25.85'
27'11'18"
55.00'
26.10'
13.30'
C38
N13'28'35"W
37.75'
40.08'32"
55.00'
38.53'
20.10'
C39
N54'38'32"W
39.59'
42'11'22"
55.00'
40.50'
21.22'
C40
S89'42'52"W
27.63'
29'05'50"
55.00'
27.93'
14.27'
C41
S60'52'34"W
27.15'
28'34'44"
55.00'
27.43'
14.01'
C42
S08'30'090E
72.35'
82'15'16"
55.00'
78.96'
48.03'
C43
S55'19'29"W
42.45'
45'24'00"
55.00'
43.58'
23.01'
C44
S89'11'46"E
24,33'
25'33'31"
55.00'
24.53'
12.47'
C45
N65'59158"E
19.89'
20.50'05"
55.00'
20.00`
10.11`
C46
N42'54'53"W
24.12'
25'20'04"
55.00'
24.32'
12.36'
C47
N19'35'08"W
20.35'
21'19'25"
55.00'
20.47'
10.35'
C48
N06'39'470E
29.56'
31'10'24"
55.00'
29.92'
15.34'
C49
N63'19'51"W
17.03'
39'50'05"
25.00'
17.38'
9.06'
C50
S69'49'07"W
22.65'
53'51'59"
25.00'
23.50'
12.70'
C51
N24'58'42"W
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16.09'
8.33'
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23.18'
12.50'
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36'04`43"
799.58'
503.49'
260.41'
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SHEET 2 OF 2 -
NOTES
1.
0 DENOTES P.R.M. (04 C.M.) P.L.S. #3421.
2.
0 DENOTES P.C.P. P.L.S. #3421.
3.
0 DENOTES CHANGE IN DIRECTION NOT PERMANENTLY STAKED.
4.
RAD. - DENOTES RADIAL LOT LINES.
5.
N.R. - DENOTES NON RADIAL LINES.
6.
A 10' UTILITY EASEMENT IS RESERVED ALONG ALL LOT LINES ADJACENT
TO RIGHTS -OF -WAYS, UNLESS OTHERWISE NOTED.
7.
A 5' UTILITY EASEMENT IS RESERVED ALONG REAR AND SIDE LOT LINES,
UNLESS OTHERWISE NOTED.
8.
TRACTS B AND C ARE OPEN SPACE AND LANDSCAPE BUFFERS AND ARE
OWNED AND.MAINTAINED BY WESMERE MAINTENANCE ASSOCIATION, INC.
9.
TRACT A IS LAKE/OPEN SPACE AND IS OWNED AND MAINTAINED
BY WESMERE MAINTENANCE ASSOCIATION, INC.
10.
ACCESS RIGHTS TO WESMERE PARKWAY FROM TRACTS B & C ARE
DEDICATED TO WESMERE MAINTENANCE ASSOCIATION, INC. ACCESS
RIGHTS MAY NOT BE RELEASED WITHOUT THE PRIOR WRITTEN APPROVAL OF
THE CITY OF OCOEE.
11.
THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, AND
RESTRICTIONS OF F.S. CHAPTER 163 CONCERNING MORATORIUMS ON THE
ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE
CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR
ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND
HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION.
PRIOR TO THE APPROVAL OF BUILDING PERMITS FOR THE PROJECT, OR ANY
PORTION THEREOF, THE APPLICANT/OWNER WILL NEED TO APPLY FOR AND
OBTAIN, A FINAL CERTIFICATE OF CONCURRENCY PURSUANT TO ARTICLE IX OF
THE OCOEE LAND DEVELOPMENT CODE. NEITHER THE REVIEW OF THE
APPLICATION/PROJECT BY THE CITY NOR THE GRANTING OF ANY APPROVALS
IN CONNECTION WITH SUCH REVIEW SHALL BE CONSTRUED TO GRANT THE
APPLICANT/OWNER ANY ENTITLEMENT TO OBTAIN A FINAL CERTIFICATE OF
CONCURRENCY WITH RESPECT TO ALL OR ANY PORTION OF THE PROJECT
OR TO CREATE ANY EXEMPTION FROM THE PROVISIONS OF ARTICLE IX
OF THE OCOEE LAND DEVELOPMENT CODE.
12.
THE DEDICATOR HEREBY GRANTS A PERPETUAL NON-EXCLUSIVE EASEMENT FOR
THE PURPOSES OF INGRESS AND EGRESS, ALONG THE PRIVATE DRIVEWAYS,
PRIVATE ROADS, PRIVATE SIDEWALKS AND OTHER PRIVATE AREAS, AS
APPLICABLE, AS SAME ARE FROM TIME TO TIME CONSTITUTED AND LOCATED
BY THE DEDICATOR, ITS SUCCESSORS OR ASSIGNS, OVER AND ACROSS
TRACT A. FOR THE USE OF THE OWNERS OF LOTS WITHIN THIS SUB-
DIVISION. THEIR HEIRS, SUCCESSORS. ASSIGNS, TENANTS, LESSEES NE
Cor., W 1/2, NE 1/4
AND INVITEES, AS WELL AS FOR THE USE OF THE CITY OF OCOEE OR
SEC.3I-22-28
�N
OTHER APPLICABLE AUTHORITY FOR POLICE, FIRE AND OTHER EMERGENCY
N. LINE, NE 1/4
°
Avis
SERVICES. THE DEDICATOR FURTHER GRANTS A PERPETUAL NON-EXCLUSIVE
EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND
SEC 31-22-28 NE COR.,
SEC 31-22-28
,NNtP
PUBLIC UTILITIES (AND ABOVE GROUND APPURTENANCES THERETO,
N89'52'46 "
� .>a
BUT ONLY AS AND TO THE EXTENT REQUIRED) OVER, ACROSS, UNDER AND
W-�-
THROUGH TRACT A TO THE CITY OF OCOEE. ALL WORK RESPECTING SUCH
1316.57'
►I�
EASEMENTS SHALL BE PERFORMED SO AS TO MINIMIZE DISRUPTION 1
OF THE APPLICABLE PORTIONS OF TRACT A. TRACT A IS TO BE NW
COR., Plantation Grove West
OWNED AND MAINTAINED BY WESMERE MAINTENANCE ASSOCIATION,INC. N
13.
BEARING STRUCTURE IS BASED ON THE NORTH LINE OF THE NE 1/4 a
m
!
OF SECTION 31-22-28 (NB9' 52' 46"W) .ro
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06
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TRACT A
C Lake/Open Space)
PLATTED
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Bowyer
singleton
associates
I N C O R P O R A T E D
520 So Magnolia Avenue
Orlando, Florida 32801
407-843'5120