HomeMy WebLinkAbout2002 06 10 Regular J Preliminary Development/Engineering Plans for Proposed Tuskawilla Trails Phase II Subdivision
COMMISSION AGENDA
ITEM J
Consent
Information
Public Hearin
Re ular XX
MGR. rIDepti-
June 10. 2001--
Meeting
REQUEST: The Community Development Department requests the City Commission approve
the preliminary development/engineering plans for the proposed Tuskawilla
Trails Phase II Subdivision (an expansion of the existing mobile home
community).
PURPOSE: The purpose of this agenda item is to approve the recommendations of the
Development Review Committee and Planning and Zoning Board regarding the
proposed preliminary development/engineering plans for the Tuskawilla Trails
Phase II Subdivision.
APPLICABLE CITY CODES
Section 9-46. Filing and contents of preliminary map and plan.
Section 9-47, Action on preliminary plan by city council.
Section 9-48. Reasons when preliminary plan is disapproved; conditional
approval.
CHRONOLOGY:
January 23, 2002 - City receives preliminary subdivision plan application
package
May 1, 2002 - Planning and Zoning Board recommends approval of
preliminary subdivision plan
FINDINGS:
June 10, 2002
Regular Item J
Page 2
1. The subdivision will connect to City potable water and sanitary sewer.
The City has adequate capacity for both.
2. A 25 foot wide buffer must be provided along the southern boundary of
the site, adjacent to the Nature's Way right-of-way (ROW).
3. The 8.62 acre site is within the RT-Mobile Home zoning district and
Moderate Density Residential Future Land Use (FLU) designation.
4. The proposed preliminary development/engineering plan for the
Tuskawilla Trails Phase II subdivision is consistent with the
Comprehensive Plan and the City Code of Ordinances.
5. The proposed 30 foot-wide ROW with 20 foot-wide roadway surfaces are
consistent with the existing development at Tuskawilla Trails.
6. Wetland delineation and mitigation, storm-water mandagement, landscape
buffering, sidewalks, and street lighting are among the issues to be
addressed during the final engineering/subdivision review and approval
process.
PLANNING & ZONING BOARD:
At its regularly scheduled May 1, 2002, meeting, the City of Winter Springs
Planning and Zoning Board voted 4 - 0 to recommend approval of the preliminary
subdivision plan for Tuskawill Trails Phase II.
RECOMMENDATION:
The DRC and the Planning and Zoning Board recommend approval of the
preliminary subdivision plan for Tuskawilla Trails Phase II.
ATTACHMENTS:
A. Draft P&Z Minutes
B Preliminary subdivision plans
COMMISSION ACTION:
ATTACHMENT A
'.
..
UNAPPROVED
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING
MAY 1,2002
I. CALL TO ORDER
The Planning And Zoning BoardILocal Planning Agency Regular Meeting was called to
order Wednesday, May 1, 2002, at 7:04 p.m. by Chairman Bill Fernandez in the
Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434,
Winter Springs, Florida 32708).
Roll Call:
Chairman Bill Fernandez, present
Vice Chairman Tom Brown, absent
Board Member Rosanne Karr, present
Board Member Joanne Krebs, present
Board Member Sally McGinnis, present
The Pledge of Allegiance followed.
II. CONSENT
CONSENT
A. Approval Of The April 3, 2002 Regular Meeting Minutes.
MOTION BY BOARD MEMBER KREBS. "I MOVE TO APPROVE."
SECONDED BY BOARD MEMBER KARR. DISCUSSION. WITH CONSENSUS
OF THE BOARD, THE MOTION WAS APPROVED.
MOTION CARRIED.
III. REGULAR
REGULAR
A. Preliminary Site Plan For The State Road 434 Retail.
Mr. John Baker, AICP, Current Planning Coordinator, Community Development
Department introduced Ms. Neisha Hacker, University of Central Florida Graduate
Student and explained that that she will be doing her swnmer internship with the City of
Winter Springs' Community Development Department.
UNAPPROVED
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING - MA Y 1,2002
PAGE 2 OF 8
Mr. Baker then introduced the Agenda Item to the Board and explained that the applicant
may request that this issue be delayed
Mr. Howell Cantor, Lowndes, Drosdick, Doster, Kantor, & Reed, P.A., 215 North Ecola
Drive, Orlando, Florida: explained why he, as the applicant's representative was
requesting a continuance.
Mr. Thomas Kearney, 159 Stone Gable Circle, Winter Springs, Florida: as President of
the Stone Gable Homeowners Association, Mr. Kearney spoke of "What our Community
is all about" while referring to a handout he distributed; and that residential and
commercial vehicles sharing an entranceway was a "Dangerous scenario".
The Board and Mr. Kearney discussed area entrances and the Stone Gable entrance; and a
letter regarding the applicant purchasing a land parcel (Tract B) from Cambridge Homes.
Chairman Fernandez asked Mr. Baker whether the second entrance is "Meeting Code by
using just one entrance." Mr. Baker required, "Yes." Mr. Kearney stated that the Stone
Gable Homeowners Association is asking that the City protect them from the "Smell, and
noise with the dumpsters" and asked for modifications such as a thirty foot (30') tree
buffer: Discussion.
Mr. John Neubauer, 102 Stone Gable Circle, Winter Springs, Florida: addressed the
issue of tree replacement within the City. Discussion.
Mr. Robert Keith, 106 Stone Gable Circle, Winter Springs, Florida: asked if a platted
and recorded landscape easement (Tract B) can only be released by City Ordinance; said
that the median cut placement was to support Stone Gable and only half of the applicant's
commercial property; and that other commercial property along the south side of State
Road 434 should be using the left hand turn lane at the Seminole County School Bus
Barn.
Tape I/Side B
Mr. Kearney addressed the Board regarding recorded Covenants and the City of Winter
Springs' Code of Ordinances concerning the State Road 434 Corridor. Discussion.
MOTION BY BOARD MEMBER KARR. "I MOVE THAT WE GRANT THAT
THIS PLANNING AND ZONING BOARD - GRANTS THE MOTION FOR
CONTINUANCE." SECONDED BY BOARD MEMBER McGINNIS.
DISCUSSION.
UNAPPROVED
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING - MA Y 1,2002
PAGE30F8
CHAIRMAN FERNANDEZ STATED, "I BELIEVE WE'LL JUST CONTINUE
THE MATTER UNTIL THE APPLICANT REQUESTS STAFF TO PUT IT
BACK ON THE AGENDA RATHER THAT CONTINUE IT TO A TIME
CERTAIN. IS THAT ACCEPTABLE?"
VOTE:
BOARD MEMBER McGINNIS: AYE
BOARD MEMBER KREBS: AYE
CHAIRMAN FERNANDEZ: AYE
BOARD MEMBER KARR: AYE
MOTION CARRIED.
REGULAR
: R.. Preliminary Subdivision Plan For Tuskawilla Trails, Phase II.
The Agenda Item was introduced by Mr. Baker and said, "Staff recommends approval of
this Tuskawilla Trails Phase II Preliminary Subdivision.
Mr. B. Fritz Von Bargen, FE., John B. Webb & Associates, Inc., 925 Denning Drive,
Winter Park, Florida: addressed issues concerning the wetlands.
MOTION BY BOARD MEMBER KARR. "I RECOMMEND THAT THE
PLANNING AND ZONING BOARD RECOMMENDS APPROVAL OF THE
TUSKA WILLA TRAILS, PHASE II, PRELIMINARY SITE PLAN TO THE CITY
COMMISSION. A FINAL SITE ENGINEERING PLAN MUST
SUBSEQUENTLY BE APPROVED BY THE CITY COMMISSION."
SECONDED. DISCUSSION.
VOTE:
BOARD MEMBER KREBS: AYE
CHAIRMAN FERNANDEZ: AYE
BOARD MEMBER KARR: AYE
BOARD MEMBER McGINNIS: AYE
MOTION CARRIED.
REGULAR
C. Zoning District Amendments.
Mr. Baker departed the Meeting at 8:09 p.m.
.,.
PRELIMINARY PLAN FOR CONSTRUCTION
OF
,...
PHASE II
Index Of Drawings
I Sheet No.1 Description
I
..
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Cover Sheet and Index of Drawings
General Notes
Boundary ,Topographic and Arbor Information
Preliminary Subdivision Plan
Site Drainage Plan
Site Dimension Plan
Site Utility Plan
Off-Site Utility Plan (1 of 4)
Off-Site Utility Plan (2 of'-4J
Off-Site Utility Plan (3ypf 4) r
Off-Site Utility Plan (4 of 4) -
Paving and Drainage Details
Water System Details
Wastewater System Details
Lift Station Details
DEVELOPMENT MANAGEMENT
(
LOCATION OF PROJECT
.....
MARTIN NEWBY MANAGEMENT
3801 BEE RIDGE ROAD, SUITE 12
SARASOT A, FLORIDA 34233
nshine
ommunities
~
.. ...a happy lifestyle"
LOCATION MAP
N.T.S.
JANUARY, 2002
.
PREPARED BY
joltH H. WeliJ It, As8Odllfes, lHe.
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789
TEL. (407) 822 - 9322 FAX. (407) 822 - 9325
E-MAIL: WEBBENGRt/JAOL.COM
IJ.VAA--1-
J
WEBB, P.E. . 19951 DA TE:
Pavement markings shall be placed as shown in the plans and the FDOT Roadway and traffic Design Standards, current edition.
I
All gravity sewer mains and laterals shall be televised and a copy of the video tape provided to the City prior to certification.
All water mains less then 4 inches in diameter shall be in accordance with ASTM 2241 SDR21.Class 200. All 4 inch in diameter
PVC water mains shall be AWWA C-900.DR18. All water mains shall bear the NSF logo indicating approval for drinking water.
31. All storm water pipe lengths include mitered end sections.
GENERAL NOTES
1.
All construction shall conform to the City of Winter Springs Standards and Specifications, unless otherwise waived by the City .
Engineer certifies that all roadways were designed to the applicable standards, as set forth by the City of Winter Springs and the FDOT's "
Manual of Uniform Standards for Design, Construction and Maintenance for Streets and Highways "
Contractor shall coordinate all work within the existing road rights-of-way with the City of Winter Springs.
It will be the responsibility of Contractor to acquire necessary Right-of-Way Way permit(s) and provide for the safety and control of local
traffic during construction.
Contractor shall be extremely cautious when working near trees which are to be saved, whether shown on plans or designated in the field.
Contractor shall be responsible for locating and verifying (horizontally & vertically). all existing utili~ies p~ior to con~truction, ~nd f?r . .
notifying the various utility companies to make necessary arrangement for relocation, temporary disruption of serVice, or clarification of activity
regarding said utility. Contractor shall exercise caution when crossing an underground utility, whether shown on plans or field located. AI!
utilities which interfere with proposed construction shall be relocated by the respective utility companies, and Contractor shall cooperate with
them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra
compensation will be allowed.
The location of existing utilities, storm drainage systems, and topographical features shown on the plans have been determined from the
best available information and are provided for the convenience of Contractor. Engineer assumes no responsibility for their inaccuracy. Should
a discrepancy arise between these plans and actual field conditions, which would appreciably affect plan execution, Contractor will halt
construction and immediately notify Engineer.
Contractor shall be responsible for meeting all inspection criteria and schedules, and for signing for said inspections.
Water and Wastewater service shall be provided by City of Winter Springs. The water distribution system shown on these plans shall be
installed by Contractor and shall conform with the City's standards.
All areas disturbed by construction activities shall be sodded.
Contractor shall not excavate, remove or otherwise disturb any material, structure, or part of 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.
All work and all materials furnished shall be reasonably close in conformity with the lines, grades, grading sections, cross sections,
dimensions, material requirements and testing requirements that are specified in the contract, plans or specifications.
Provisions for the maintenance and management of the common areas, walls and landscape facilities will be by the Owner.
Contractor shall furnish, erect and maintain barricades, warning ~igns and markings for hazards necessary to protect the public and the
work.
Fire protection shall be provided by the City of Winter Springs Fire Department. All fire hydrant installation specifications will be provided
by the Winter Springs Utility Department.
16. Compact all utility trenches within the roadway to 98% of the Modified Proctor Maximum Density and within other areas to 95%.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
27.
28.
29.
30.
14.
15.
17. After the roadway has been constructed to sub-grade, 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 Florida Licensed Soils Engineer to assure that the specified
compaction is maintained and all deleterious material has been removed.
23.
All water main fittings, valves, restraints, couplings, pipe and in general those materials required for installing the water supply system,
shall comply with the minimum material standards, ratings and classifications established by the City of Winter Springs. Hydrostatic testing and
disinfection to be performed as per AWWA Standards.
The FDOT Roadway and Traffic Design Standards, current edition to be used for drainage structures. Station off sets are to be C/l of
the inlet or manhole top.
Install valve boxes with all valves. Valve boxes under the pavement shall have traffic bearing covers. No valves shall be located in
pavement or curb areas.
24.
25.
26.
Water, Sewer, Reuse & Storm Crossings:
A. Where water mains must cross storm and sanitary sewers, when a minimum clearance of 18" and a minimum cover of 36" cannot
be maintained, the water main shall be constructed of mechanical joint ductile iron pipe providing a minimum of 30" cover and a 12" minimum
clearance between the water main and the other utility. One full 20' length of ductile iron pipe shall be centered at the point of crossing.
Ductile iron pipe shall continue until a minimum of 36" cover can be attained by pipe deflection.
8. The lateral separation between sanitary sewer or storm sewers and water mains shall not be less then 10 feet. If this separation
cannot be maintained, then the water main shall be constructed of ductile iron pipe with a pressure-tight joint. NO ENCASEMENT of the
sanitary sewer or water will be allowed.
C. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A21.51. A minimum thickness of PC 350 per
ANSJjAWWA C150 and C151.
D. Testing: Contractor to test all water mains as per the following : Hydrostatic test per AWWA-C600 (or M23) standard and
Disinfection of water main per AWWA-C651.
E. All water by-passes shall be constructed of ductile iron pipe and shall be tie-rodded back to a "Dead-man" anchor on both sides
of the main.
F. In addition to the requirements noted in 26A and 268 above, where potable water and sanitary sewer mains cross with less than
eighteen inches (18") vertical clearance, the sanitary sewer main shall be twenty (20) feet of C900 DR-18 PVC pipe and pressure tested
to 150 PSI centered on the point of crossing. A minimum horizontal separation of ten (10) feet (edge to edge) between potable water mains
and sanitary sewer mains shall be maintained when practical. When the appropriate horizontal separation cannot be maintained, the sanitary
sewer main shall be C900 DR-18 PVC pipe and pressure tested to 150 PSI.
G. Reuse water mains shall maintain a 3' (edge to edge) separation and an 18" vertical clearance from domestic water mains. When
the vertical and horizontal clearance cannot be maintained, the water main and the reuse water main shall be constructed of mechanical joint
ductile iron pipe,
H. The minimum horizontal separation between water mains and force mains shall be at least 10 feet. The minimum vertical separation
between water mains and force mains shall be at least 18 inches.
All reinforced Concrete Pipe (RCP) shall be a minimum Class Ill.
All RCP joints to be wrapped in Mirafi.
or greater
32. All excavation within 10 feet of the traveled roadway must be filled within 24 hours.
33. All water mains to be laid with a maximum of 36 inch cover. Any deeper cut must be approved by the City of Winter Springs. Water
mains shall be 3 feet off of front of lots typically.
34. Contractor shall submit all shop drawings to Engineer for final conformance with the standards.
35. Contractor shall comply with all Federal, State and local laws and regulations controlling pollution of the environment.
36. Contractor shall control the operation of their subcontractors and suppliers to assure the least inconvenience to the traveling public.
Contractor shall maintain free and unobstructed movement of vehicular traffic and shall limit their operations for the safety and convenience of
the traveling public. Under all circumstances, safety shall be the most important consideration.
37. Prior to commencing work, Contractor shall furnish, erect and maintain all barricades, warnings, signs and markings for hazards and the
control of traffic in reasonable conformity with the 'Manual of Uniform Traffic Control Devices for Streets and Highways' or as directed by the
City of Winter Springs City Engineer and Police Department such as to effectively prevent accidents in places where the work causes
obstructions to the normal traffic or constitutes in any way a hazard to the public.
38. Contractor shall visit the site and familiarize themselves with existing conditions prior to bid.
39. All water services referenced with "DR9 services poly" shall have a PPI. rating of PE3408 and DR9 (PC 200) for the Polyethylene tubing
per AWWA C901. Prior to meter placement, water services shall be stubbed 18 inches above grade and capped.
40. No inspection on weekends or after 4: 00 PM Monday - Friday. Buried lines shall be opened to insure proper joint connections.
41. Inspections must be scheduled with 48 hours advance notice.
42. All pressure lines shall have 14 gauge tracing wire taped to the top at five foot intervals
18. In other areas which require fill material, 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 parallel to the axis of the fill.
19. Contractor shall familiarize himself with the policies and guidelines established by the City of Winter Springs, Florida for the preservation of
all public and private property. The Contractor shall be responsible for all damage or injury to property of any character, during the
prosecution of the work, resulting from any act omission, neglect or misconduct in his manner or method of executing the work, or at any
time due to defective work or materials.
20. Sanitary Sewer shall be PVC.SDR 35 or DIP PC 350 (DIP shall be polyethylene - lined.)
21. Contractor shall stake all improvements lJ~ing the plat. Contractor shall confirm with Engineer that the plat is current prior to
construction. It is Contractor's sole~onsibllity to completely stake and check all improvements to insure adequate positioning, both
horizontal and vertical including minimum building setbacks prior to installation of any improvement.
22. It will be the Contractors responsibility to insure that all required permits are obtained and are in hand at the job site prior to
construction commencement. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to) are:
Water Management District, Management and Storage of Surface Waters
FDEP Water Distribution and FDEP Sanitary Sewer distribution
local right-of-way use
local underground utilities
rr
C 3.DWG
NO.
DATE
REVISIONS
DESIGNED BFV
DRAWN 1_.
CHECK JBN
APPROVED FOR CONSTRUCTION
JOHN B. WEBB & ASSOCIATES, INC.
!oIot H. We66 It v4ssodll/es, lJfC.
BY
JOtfi a WEBB, P.E.
APPR'D. PROJECT ENGINEER
dVAA4-
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
TYSKAWILLA TRAILS
PHASE II
DATE
JAN., 2002
ENGR'S. PROJECT
821-01.1
GENERAL NOTES
SCALE
C-2
SHEET
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N.T .8.
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24.10'
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70.00'
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EXISTING TREE INFORMATION
AREA
OAKS
4"-7
6"-4
8"-4
12"-1
2
4"-1
8"-2
12"-2
3
4"-3
6"-5
8"-1
12"-4
...
4
4"-4
6"-5
8"-4
12" -11
18"-3
24"-1
4"-103
6"-60
8"-11
12"-1
18"-3
24"-
5
6
4"-100
6"-59
8"-39
12"-11
4"-98
6"-5
8"-14
12"-9
4"-57
6"-28
8"-12
12"-8
18"-1
4"-51
6"~35
8"-25
12" -13
18"-1
24"-1
7
8
9
4/17/02
NO. DA TE
PINES
4" 5
6" 9
8"-12
12"-37
18"-12
4"-2
6"-4
8"-9
12"-20
18"-6
24"-2
4"-2
6"-2
8"-5
12"-15
18"-8
24"-.3
4"-4
6"-1
8"-5
12"-23
18"-4
24"-3
4"-3
6"-6
8"-.3
12"-15
18"-7
24"-4
4"-2
8"-1
12"-2
12"-2
18"-1
6"-1
18"-1
8"-1
14"-1
18"-1
MAPLES
4" 3
6" 4
8"-1
4"-4
6"-4
8"-1
4"-6
6"-2
8"-1
4"-9
6"-2
4'-4
6"-5
4"-4
UPDATE PER CITY COMMENTS
REVISIONS
PLANNED TREE REMOVAL
\
\
\
\,
"
\,
\
..
i
I
, .
, .
\~ 3:0' ,R../W}
, '. ' :: ~,
......
BAYS
OTHERS
AREA
OAKS
4" 424
6" 201
8" -112
12"-60
18"-8
24"-2
PINES
4" 18
6" 23
8"-36
12"-114
14"-1
18"-40
24"-12
MAPLES
4" 30
6" 17
8"-3
BAYS
4" 10
6" 6
8"-3
12'-1
4" 3
6" 1
8"-2
NOTE:
1.PLANNED CLEARING WILL
EXTEND TO ENTIRE LIMIT OF
PHASE II, EXCLUDING TREES
ALONG SOUTHERN BOUNDARY
WITHIN 25' LANDSCAPE
BUFFER (SEE SHEET C- 7).
L.OT 1..3
p. eru :;?', Wi L:_ j., 5
\
'. i_L)"-' i;~
'~';...JSt( i\ ~ViL; ;.~,
r- B .i. i~ ACt.:.: !5.
\.
TOTAL
LCj';' 1 G
TUSK ;~, V'iiL.f..:-:"
p,8. 12, Fj,U: _
\.
~,
'"
~!
~
~!
~
:E
,>
\
\
\.
\
4"-4
6"-4
8"-1
12"-1
\
g
\
AREA
CAMPHOR CHINABERRY WAXMYRTLE
8"-1 4"-1
4"-1
6"-2
8"-1
10"-1
~ ~ .L ,.:~.
/. '-.",F..,.
.-:l',-.\'!"
TOTAL
Legal Oescription (All Tuskawilla Trails:)(Prepar~d by Cavone & Associates, Inc.): :,
Lots 36, 37, 38, 59, 60, 61, 74 and that pdrtion of Lot 73 lying Easterly of the Southerly projection lof the Westerly line of
said Lot 74, all being in Block "0" of D. R. MITCHELL'S SURVEY OF THE LEVY ON LAKE JESSUP record~d in Pilat Book 1,
Page 5 Public Records of Seminole C<ounty, Florida and being more particularly described as follows: Begin at i the N. W.
corner of Lot 38 BLOCK "0" of said O. R. MJTCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP,. thence N83050'35"E,
1929.61 feet along the Northerly line of Lots 38, 37 and 36 of said BLOCK "0" to the N. E. corner df said ~ot 36 BLOCK
"0"; thence S22"02'47"E, 2140.93 feet along the Easterly line of Lots 36 and 59 of said BLOCK "0" to the ~ortherly line of
TUSKAWILLA recorded in Plat Book 1, Page 5 Public Records of Seminole County, Florida; thence N87~04' 40"W, 911.83 feet
along the Northerly line of said TUSKAWILLA! to the N, W. corner of said TUSKAWILLA; thence S03"34'fO"W, 1988.68 feet
along the Westerly line of said TUSKAWILLA ito the Northerly line of GAROENA FARMS recorded in Plat! Book ~, Pages 23 and
24 Public Records of Seminole County, Florida; thence N84052'OO"W, 1234.64 feet along the Northerlylline of! said GAROENA
FARMS to Southerly projection of the Westerly line of Lot 74 of said BLOCK "0" of O. R. MITCHELL'S; SURVEY OF THE LEVY
GRANT ON LAKE JESSUP; thence N07"14'15"W, 3634.25 feet along said Southerly projection of the Westerly line of Lot 74
and along the Westerly line of Lots 74, 61 land 38 of said BLOCK "0" to the Point of Beginning. C<I>ntaining 6,829,032 sq.
ft. (156.773 acres). '
In accordance with "The Erjgineering Study and Drainage Inventory for Little
Lake Howell Basin", prepar~d by Gee & Jenson, Inc. for Seminole County,
Florida, dated May 2, 19971, the 100 year flood elevation is 22.00 feet,
located approximately 650' feet west of the west side of Street "A". Lowest
finished floor elevation shall be 30.00 feet (8.00 feet above 1 00 year flood
elevation).
4"-.3
6"-1
i.JJ,\CY'
8"-1
Camphor
4.Stationing based on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
100 YEAR
FLOOD
PLAIN
I
I
j
i
j
N84'5200 W2J4.64
TUSKAWILLA TRAILS
INSET
Oescription (Phase II - Tuskawilla Trails):
A portion of Lot 59, Block "0", D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP recorded in Plat Book 1,
Page 5 Public Records of Seminole County, Florida being more particularly described as follows: Commence at the Northwest
corner of Lot 38 Block "0" of said O. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence N83050'35"E a
distance of 1929.61 feet along the Northerly line of Lots 38, 37, and 36 of said "BLOCK D" to the N. E. Corner of said Lot
36 BLOCK "0"; thence S22"02' 47"E a distance of 2140.93 feet along the Easterly line of said Lots 36 and 59 of BLOCK "0"
to the Northerly line of TUSKAWILLA recorded in Plat Book 1, Page 5 of the Public Records of Seminol~ County, Florida;
thence N8T17'04"W a distance of 148.66 feet to the POINT OF BEGINNING of the herein described parcel; thence continue
N87"04' 40"W a distance of 763.17 feet; thence N87"27'51 "w a distance of 522.43 feet; thence N02055'20"E a distance of
308.24 feet; thence S8T04' 40"E a distance of 133.74 feet; thence N67"57'06"E a distance of 185.57 feet; thence S22'
02'54"E a distance of 30.29 feet; thence N6T57'13"E a distance of 122.16 feet; thence S22002'58"E a distance of 74.12
feet; thence S8T04'40"E a distance of 476.82 feet; thence S22"02'40"E a distance of 252.40 feet to the point of curvature
of a nontangent circular curve, concave to the Northwest, whose radius is 150.66 feet and chord bearing is N76050'22"E and
chord distance is 46.54 feet; thence along the arc of said curve through a central angle of 1 T46'18" for a distance of
46.73 feet; thence N6T57'13"E a distance of 1 04.59 feet to the point of curvature of a circular curve, concave to the
Northwest, whose radius is 25.00 feet and chord bearing is N22057'13"E and chord distance is 35.36 feet; thence along the
arc of said curve through a central angle of 90000'00" for a distance of 39,27 feet; thence S22002'47"E a distance of
222.19 feet to the POINT OF BEGINNING. Containing 8.61 acres of land, more or less.
100.25
ACRES
NOTES:
6"-2
8"-1
10"-1
(All Chinaberry)
WETlANDS
DO
(0
oj
DO
Ol
~
1.Right-of-way information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
2. Vertical data is based on Seminole County Benchmark Oesignation 2392001, 4x4
C,M. with Seminole County Nail & ~isk at S. W. corner S.R.. 419 & Tuskawilla &
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a conc. signal pole
26,5' E. of E.P. Handy Way parking lot.
3.No part of t~is drawing may be reproduced by photocopying, recording of by
any other means, or stored, processed or transmitted in or by any other systems
without the prior written permission of the surveyor.
4"-1
(Chinaberry)
4"-1
(Waxmyrtle)
~
o
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v
r>
l")
o
(/)
DESIGNED JW
DRA WN UUP
CHECK ,JfN/
SCALE
!101m H. Wc6IJ k AsNJdllfcs, lllC.
nshine
ommunities
" -h "f -tyt "e- ~-
...0 appy I es e
APPROVED FOR CONSTRUCTION
JOHN B. WEBB & ASSOCIATES, INC.
d V~ +.:; pJ...
DATE
DATE
Jan., 2002
T!-JSKAWILLA TRAILS
PHASE II
BOUNDARY, TOPOGRAPHIC
and ARBOR INFORMATION
JTW
BY
JBW
APPR'D.
CIVIL a ENVIRONMENTAL CONSULTING ENGINEERS
WINTER PARK, FLORIDA
~ 8. WEBB, P.E.
PROJECT ENGINEER
1- = 50'
200
ENGR'S. PROJECT
821-01.1
SHEET
C-3
OF 15
\
\
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\, \ ~~~~~~~
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TREE LINE ./././
\ \\ ~~~~~~~
\ r./ WETLAND LINE
'\./
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\ \
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\1 ././
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\---
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0.1 7 AC.
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RETENTION
POND
;
25'R ~
0.166 AC. I
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0.126 AC.
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0.168 AC.
PROPOSED 12' WIDE
STABILIZED ACCESS
ROAD TO RETENTION
POND AND LIFT
STATION
r
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WETLAND LINE
,
,
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~ LIFT STATION TRACT
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I ~;:,~::}:;_ ;;;?' ;/::;;' 57:;,;:;-;;/:/ :,>j,'~;:::>X :~;;:CA'R{': I
7.5' ~:;;;:;:::; ;:;,::::;;;}>;,,:S/ J '~G';'<:<' :';'';{/-;:;', ;';;';'> ';;:'PORf;;:~: 7.5'
MIN. -:>::':; ;,"';':;';':;,;;:,> ':;'EI V -;L( PE';; ,>~:;//;.;>~: '?:,','>?:, ~:/,',<,' ~
/,:: ;;:~':: }:/~ _::<, '/ -:::,: ;'?<,>;; /.:--14'///:
~}/;;: >:/;:~" ;':'\ ;:::;~~/ /,?~,;~:;::~~:~'-,if}'/ ';::::/>::;;:~: .
I ;';;;;:::'-::':';:{'//::~'. ~,;;>; :;;:~:~:;;~:~:::::;:;"/:;:' '/:-~'<':~; <:,:;: I
I ~ 10' I
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- _1- _ - -~-'- ~/~ - ----.~-
',,;:<;;,:7:
I ;/ ?;::>;:;:~:;'; I
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~ 10'
_ _ _~ 1./-,,- ~ _ _ .-1_ - -
EDGE OF PAVEMENT
'0
C 3.DWG
& 4/17/02
NO. DA TE
0.144 AC.
~
T
-slREEPB-' ~ ~ Z
0:::
I 1/
~-~-
0.126 AC. 0,126 AC.
I I
~~
01/~
0.126 AC.
0.126 AC.
~-
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0.164 AC,
LOT 16
TUSKA WILLA
~
30'R
0.145 AC.
~~~
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"L,
@
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0.182 AC.
~~
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I
25'R \
) 1~25'R
PROPOSED TYPICAL 20' ASPHALT
ROAD ON A 30' ROAD RIGHT-OF-WAY.
SEE SHEET C-11 FOR ROAD CROSS SECTION
24" WHITE THERMO
PLASTIC STOP BAR
PROPOSED TUSKA WILLA TRAILS PHASE II
ZONING: R-T/MOBlLE HOME PARK
TOTAL ACREAGE PHASE II: 8.64 ACRES
TOTAL NO. OF LOTS: 36
WETLAND IMPACT: 2,97 ACRES
L___
EDGE OF PAVEMENT
in
'0
"It)
_ ROAD <t. -
ROAD <t.-
TYPICAL LONGITUDINAL LOT LAYOUT
N.T.S.
TYPICAL LATERAL LOT LAYOUT
N.T.S.
RIGHT-OF-WAY
--
Ln
N
4" DOUBLE
YELLOW
THERMO
PLASTIC
I
~
I ~
GRAPHIC SCALE
~
- ~ ~ 30.-:'1 INlENSlTY
STOP SIGN (SEE
DETAIL 2/C-6)
--1
It _ \
q; --- .-U
q; ~
...---::
~ q;
q;
q;
q;
q;
q;
5'=~ities TYSKAWI LLA TRAI LS
.. _ ..cl'f ~y1 ..;~ ,. - - PHASE II
...a happy I eSl e
DESIGNED BFV
DRAWN UMP
CHECK JaW
ffoltH IJ. WdJIJ k Associlllcs, lHe.
1/ 0.126 AC. 0.126 AC.
~-~
SlR~A' ~ ~~
, I no:::
,~ ~- ~-
I 0.165 AC. 0.164 AC. ,//
0.164 AC.
APPROVED FOR CONSTRUCTION
a:;:.iiV=-S;~#r
VRIiG. PROF. ENGR. FLORIDA DA TE
V
UPDA TE PER CITY COMMENTS
REVISIONS
JTW
BY
JBW
APPR'D.
~ B. WEBB, P.E.
PROJECT ENGINEER
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
----......
~~
~
12-
200
\
1. PLACE POST
2. POUR IN DRY CONCRETE MIX
3. ADD WATER AND MIX
4. FILL HOLE WITH REMAINING
DIRT AND SAND
!..--
&. STOP SIGN/BAR LOCATION DETAIL
N,T,S,
&. TYPICAL STOP SIGN PLACEMENT DETAIL
N.T.S,
PRELIMINARY SUBDIVISION PLAN
DATE
JAN., 2002
ENGR'S. PROJECT
821-01.1
RETENTION TRACT
SCALE
l' = 50'
SH EET
OF 15
C-4
\ ~' I I I I I I I \ ,/ /' ~\ \ -.... \
, ~, \ I I I I I I , f' //--:--/-/ " /// ,
\ ~ \ \ I I I I I I \ '-~-- ~ \\ -- \
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) \ \--:t \ _ -::..-::.. _ _ - - - - - - _ _ _ ::: ::: ::: ::: ::: ::: - - - - -L _ _ _ _ _ _ _I I I \ _ ~..;,....J ..........-..- - - -:; - \ \ \ \ \
_ \ \ y\.. .......... --:::.- _ _ - _ _ _ _ _ _ _ _ _ _ _ ::: - - - - - _ ..L _ _ _ _ _ -' _).-- -' - - -:; - \ \ \ \
_- \\ ~ ~ ..........~_--- _ - _ _ SHAWNEE TRA!L----------~-~~----------- --:;- \\ \\ 14
- .".,..-=-- ------- . - ------- - - \ \
- - \ \ - -::.--::.- - - - ~ - - - =- =- -= -= =- -= -= - - - - - - - - - - - - - - -:; - \ \ \ \ \
_ \ - - \ T----- ------ " ...........-- \
_ \ _ _ _ _ - -/- - - - - - _ _ - - - - - - - - - - ----\ 1 \ \ \
_ _ , \ \ __ _ _,/"" \ I I T - - - - - -,- - - -= -= -= -= - - - - - - - - -::.- - ..A \ \ \ \
_ /' .......... T-----,- \ --'\ ).
_ _ \ \ (/ . \ STORM STRUCTURE NO., 4 I , I I \ - - \ \ \ \ - - \
- WETLAND LINE \ \ \ ( \ FDOT TYPE "F" I TUSKAWILLA TRAILS I . STORM STRUCTURE 'NO.5 ---- \ \ \\ ~----- \\
9 / "\ , , 1 7 I I 'I -'FOOT TYPE "F"' / / , , ' ~
// " ,\ 'I' I I 1 I ,// " "// ,
_ _ - \ \ \ \ \ 1 8 I 1 9 I 20 I I ' \ \ - - - \ \ \ \ '\ \
\ _- \\ \ I I 21 I I \ \......- \\ \\ \
, /// '\ "_ 1 1 I I 1 23 \ 24 \ 2 ), \\ \
\ \/// , , ,_ 1 i I I I \ \ /// ,," 15 ,
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\ 1 0 \ " .c tREE LINE I I / I I, '- \ \ - - - \ \ \ \ \ )
\ \ I I I "\ \ --- \ \ \ \ -- \
~ ,\ I I I I '- \ - \ \ \\ -
, ... //. ~ _ _ ~ _' 1 I'" \ \- / , , , / / / '" 0" '" '00
l~_::_::... _"'~,/:~-15-/~ "in" I~ I,,' ~. -, r - '__ _ 1 _ _I ,YlREE LINE, \ 3 /////-\~~\ ,'~r// ~ I 11~::~):t
__ __!QPQEJ;~ERM- __-_~__ \\ \/~,',/ /:.. /. 17 ! ,I i 18 ,/. 19 :/. 20 ,'~ 21 I ,'I r', ///// . \\ ~,\ 16 \
i~ir~\/ 14 ~ _ill: L_ L ~I I' 22: J~l- / 4 ///\;~\ //\
i i i I i ~O; ~- S1 ~. ~STREET "B"~ \ //// \\\ \, //// \
1*1 l-- r -,---, 1- -r 23 \ \<,r/lREE LINE \\ \ ,\;/ \
! i ! Ii :~.) 13 . ~31~ 33 .. .... : II '. 34 · In; · " \' 5 " , " 1 7 '
i:5:1;. , -
,i 'I~ ,
I : I ' 1:""lIIIIIIII f
I (TYP.); i I :,r:
i J if,: 1
, I j j !
I ,1
5 · i~i 6
~ i I:! ~ 28 i ,t : 27;1 i 26 :/ 25 \ \~r / \
93' i i !~: '. L - -1. _ I POINT \- ,'~' 18 \
, : i ! S1 /",' ,
. T T. ~!jl' .... :-r:- - ~ ADS N-12 PIP~ 1.30%S1 ~ ~ \\\ //\
_ "'I i 7 ,V, [ , m ~ '\ // \
. J I I ,~ ,\ .. ~,., .
-
__________ ~ ~ 19 ,
________ -- ~fIII'--c'~-_-~__ \ \\ \
---------- ' .---...-,.,--.- \\ \
NATURE'S WAY 3D' R/W' -----==----- '" ~ \. '
-':::.- \
- - \
""C!.
;'
,'\
\
\
\
\
\ \' //////
, '0/
\--,\ 8
\ ' \ TREE LINE
\ \,
\
y-r
\ \
\
\
PROPOSED EROSION CONTROL'
DEVICES TO BE INSTAW-ED AND
MAINTAINED DURING AND AFTER
CONSTRUCTION. TO BE REMOVED
ONLY PER ENGINEER'S DIRECTION
\\
\
\ \
\
\
\
,
12
STORM STRUCTURE NO. 9
MITERED END SECTION
I
I
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./ .'.
/
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GRAPHIC SCALE
HIGH POINT
38LF-24" ADS, ~-12
@ 3.70% I
RETENTION
POND
f .~~ I
"
"
OUTFALL STRUCTURE I
MODIFIED TYPE "E" INLEl
W / FIBERGLASS :
SKIMMER I
I
I
I
I
. IQPQE_-eERM _ _
. -? ~~ 2,3-)~1-~-
- - - - - - -'- - - - - - - --
PROPOSED RETENTION POND
WITH 10' MAINTENANCE BERM
5 : 1 SODDED SIDE SLOPES
3 : 1 SODDED BACK SLOPES
BOTTOM TO BE SEEDED AND MULCHED
BACK BERM MAY BE REINFORCED
WITH CLAY CORE, DEPENDENT
UPON GEOTECH RECOMMENDATION
STORM STRUCTURE NO. 8
MITERED END SECTION
STORM STRUCTURE NO.7
FDOT TYPE "p'" MANHOLE
'"
~"'i"
;, ...
-.' ,
., -~ -;.
C-3.DWG
, -
DESIGNED 'fPI
PRAWN ....
CHECK .BII
APPROVED FOR CONSTRUCl1ON
JOHN B. WEBB & ASSOCIATES, INC,
NO. DATE
REVISIONS
BY APPR'O.
t!v~
r;,.
DATE
WETLAND LINE[-
STORM STRUCTURE NO. 3
FOOT TYPE "F"
; I
18LF 24- ~DS, N-12 PIPE
@ 2.50% ! I
STORM STRUCTURE NO. 6
FOOT TYPE "p" MANHOLE
I
I
I
I
I
I
,
I
I
I
I
, STORM STRUCTURE NO.2
: FOOT TYPE "F"
-----
----
--- - - -
~~~r"""""==r-
I I
I ,
I I
I .:,s: I
I 0_ I
I I
I I
I I
I I
I -~j I
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----
~ ---:- - -
-:------
:;;"":"1;'~'C' -C.."" - - ...: - -c:= -C 'C'.:=.~= =...:':...~-:'_'~ - - - r
I I
I I
I I
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I I
I I
STORM' STRUCTURE NO.1: :
FOOT TYPE "F" I I
TUSKA WILLA
71LF 24" ADS, N-12 PIPE
@ 3.70%
PROPOSED BACK LOT
SWALES TO BE DIRECTED
TOWARDS THE ROAD INLETS
PROPOSED EROSION CONTROL
DEVICES TO BE INSTALLED AND
MAINTAINED DURING AND AFTER
CONSTRUCTION. TO BE REMOVED
ONLY PER ENGINEER'S DIRECTION
,. H. We6I k Assodtdes, lJfC.
CIVL & ENVIROINENTAL CONSUL T/NG ENGIlEERS
WNrER PARK, FLORDA'
SCALE
r - 50'
DATE
JAN., 2002
TUSKAWILLA TRAILS
.. -h IOf =-yI ...;.~. ..... - ... PHASE II
...0 oppy I eSl e
; ~
SITE DRAINAGE PLAN
200
I
-T-
,
I
I
I
I
I
I
I
I
ENGR'S. PROJECT
821-01.1
SHEET
OF 15
C-5
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C-3.DWG
NO.
DATE
3:
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\ __-~~ \ z, \ I I I I I I, I \ ~-:.--:.-~ ______ \ \\ ~~ \
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\ \\ ~\ J..-----i I I I I I ---:.....- ____ - --- "'\ \\ \
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'\ _ -\ \ yo:. .......... -:::.. ..- - _ - - - - - - - - - - - _ :: = - - - - - - - -L - - _ -l ..-).- - - _ - :: - \ \ \ \
\ \ \ \\ ~ ~~ ..........-::::.-- ______ - - - - SHAWNEETRAj[--------===_==------::~---- -::/-' \\ \\ 14
TREE LINE \ \ -=---- ______ _..- -:::."::__::'__::'--=--=.:::~=- =- =- =- =- =- =- =- =- =- =- - - - _ _ _ _ _ _ _ _ - - - - - - - -:::: - \\ \ \ \
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\../1" WETlAND LINE \~\ ((/~ \ i TUSKAWIL~A ~R~LS--i--=====T====-- \--::.-::.~ \ ~~~~~~--\\\\\\ ~~~~/\
\ 9 _--\\ \1 17 \ I I I I \ -- \\ \\ --- \
\ \ ~~~ ~~ \\ \ \~\ N2302.0.229'~4.W \ 18 I 19 I I I : \ \ ~~~~ ~~ \\ \ \\- ~~ \
\ \ _ \ \ \\ \ II I 20 I 21 I 22 II \.....- - \ \ \ \ \
\ _ _ - - \ \ \ ~1 I I I 23 24 \ 2 ) \ \ \ \
\ \ _ _ \ \ \\\ .".. .".. \ 1,J,.' I I I I I I \ - - \ \ \ \ 1 5 \
\\ - - \ \ ~ -~ <& " I I I I I \\ - - \ \ \ \ \
V - :1'''' .~1'\'S \6 .~ "I I P HAS E I I '" \ - - - \ \ \ \ \
\ 1 0 \ ro~~ '\ \, sE>1 \ 'J,'J,. 11'. " r TI REE LINE I I I I "I \\ - - \ \ \ \ \ \
\ \ /' , \ ~ "' '<-. I I I I I" \ ~ ~ ~ \ \ \ \ ~ /\
t133,74'~~ ' 90.00' I 90.00>r- - I I \ -- \\ \\--- .
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,\,\,\:~_i _ \ N87"03'47"W - 90.00' 48.20' 0) ~ ~ _ - \ \ ~\ \ ........ ,n
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I I 90.00' I - - N87"04'40"W - ~~ - ~ \ \ \
90.00' 1- - 90.00' r - T - 56,32' ~~. \ \ \
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RETENTION
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90.00'
.
90.00'
N87.04' 40"W
90.00'
90,00'
^- WETlAND lINEj-
90.00'
1285.34'
NATURE'S WAY (30' R/W)
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---
----
TUSKA WILLA
LOT 16
TUSKA WILLA
LOT 13
TUSKA WILLA
I
,
1
LOT 12
TUSKAWILLA
1. LOT GRADING TO CONFORM TO THE REQUIREMENTS
OF FHA/VA/HUD. (TYPICAL)
-I-
i
-~-
I':
N
-1-
NOTE:
AlL DRAINAGE TO STREET
AlL DRAINAGE TO REAR LOT LINE
DRAINAGE 80lH TO STREET AND TO REAR LOT LINE
CURVE TABLE
RADIUS LENGTH CHORD BEARING
165,66 72.19 N80.26'16"E
40.00 45.39 N54'33'13"W
40.00 62.83 S42.04' 40"E
CHORD
71.62'
42,99'
56.57'
SAIotPl& COIoI'UT A TKlN OF GRADING CONlROL UN[ A-f FOR A ed LOT l>>I AN
0.5'1 SlREET, WllIt 28' SE1llACK. 28' IIUI.DING DEPlIt AND 2lIl SWALES
RESUlts USING
IX SWALES
SAMfU COIotPUTAllON OF GRADING CON1ROI. UNE A-D
fOR A so' LOT lIIIlIt 'lit SElBACK, 28' BUIlDING DEPlIt AND 2X SWALES
RESULts USING
III SWALES
SAIoIPlE COIoIPUTA11ON OF GRADING CON1ROI. UNE A-F FOR A
60' LOT, 28' SE1lIACK, 13.5X DRI\o€WAY. AND 18' FROlT SWALE D-E AT 2lIl
RElU.ts U'JSIIG
,. SWALEES
CURVE
C18
C23
C29
DELTA
24.58'07"
65'01'07"
90.00'00"
A CURB-TOP l>>I LOT-UNE EXTENSll>>l AT HIGH LOT CORNER
A-B PARKWAY SLOPE: 12' GRASS AND WALK AT 1/4'1" (2X) - J" 100Jl
B-C SIDE SWALE: :58' GRASS AT 1/4'1" (2X) 14' 1.2'
C-D SWALE 'I\JRN WllIt 10' RADl\JS: 18' GRASS . 1/4"1" - 4' D.J
D-E REAR SWALE: 12' GRASS AT 1/4'1" (2X) J' O.J'
E-f PROTECll'o'E REAR SLOPE UP f"RoM HIGH-POINT OF SWALES -...t:.. 0.5'
SUB-TOTAL A-f FROM CURB-TOP TO OROUND AT REAR a.DC WAll. -30" (2.5')
IIN1lU1ot RISE f'ROU CUR8-TOP TO SLAB flOOR: 30'+8" 38" (3.2')
IAINIIUIol RISE fOR WOOD flOOR USING 8' .JOISTS: 30"+18' - 40" (4.1')
J" 10'~
l' 0.8
2' 0
l' 0:,'
...t:.. 0.5
18" (1.8')
21' (2.3')
38" (3.2')
A aJIII-TOP ON LOT-UNE EXTENSION AT HIGH LOT CORNER
A-B P/lllCWAY SLOPE: 12' GRASS AND WALK AT 1/4"1" (2X) - J" ~0.3'~
8-C SIDE SWALE: ll8' GRASS AT 1/4"1" (2X) 14' 1.2'
C-D PROTECTM: REAR SLOPE AT EXTENSll>>I OF REAR WALL - -.!:. 0.5
SU8-TOTAL A-o FROM aJRB-TOP TO GROUND AT REAR BLDG WAll.-U' (1.8')
A CURB-TOP AT HIGH SIDE Of' DRIVE NEAR LOW LOT CORNER
A-B PARKWAY SLOPE: 12' GRASS AND WALK AT 1/4'1" (2X) - 3" (0.3")
B-C DRII1EWA Y GRADE QlANCE: 4' ~1ICAL CUR'o'E FROM
UP-GRADE ORM IN SlREET TO DCMI GRADE DRl'o'E ON LOT- 0' (0.0')
C-D ORII1EWAY DOWN-GRADE TO POINT 10 FtET OUT FROM
BUIlDING UNE: 14' AT 1 5/8"1" (1J.l5ll) -2J" (-1.8')
D-E FROlT SWALE: 16' AT 1/4" /FT (2lC) 4' (O.J')
E-f PROTECTI'o'E FRONT SLOPE UP FROM HlGH-POINT OF SWALES -...t:.. (0.5')
SU8-TOTAL A-f FROM CURB-TOP TO GRClUNO AT IIUlI..DING - -HI" (-O.~
IIINWII RISE FROM CURB-TOP TO SLAB flOOR: -10"+8" -2' (-0.2
IIINIot\JII RISE FOR WOOD FlOOR USING 8" .JOIS'lS: -10"+111" -+11' (0.
3' (cw')
~ (00.0')
-2Y' (-II.r)
2' (Ol.2')
-L. (<<>>.5')
-12' {-'1.O')
-4' -au')
+T +m.e')
REVISIONS
~ ~~~
L ~0.;1
II' (I.J')
...lIUII RISE FROM CURB- TOP TO SLAB flOOR: 23"+8" Jl" (2.1')
IollNIUUIl RISE FOR WOOD flOOR USING 8" .JOISTS: 23"+111' - 42" (3.5')
~ ~~:1
LOT GRADING TYPE A
LOT GRADING TYPE 8
LOT GRADING TYPE C
LOT GRADING DETAILS
N.T.S.
BY
APPR'D.
DESIGNED F!Pi
DRAWN ....-
CHECK JIll
JOtotf a WEE. P.E.
PRO.f:CT fNGlNEER
..!l.
,. Il WeI16 Ie. Assodofel, lilt.
TYSKAWILLA TRAILS
PHASE II
APPROVED FOR CONSTRUCllON
JOHN B. WEBB Ie ASSOCI A TES. INC.
SITE DIMENSION PLAN
t1.VAA-+-
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA '
.. h I'f sty! ..~ - ....-
...0 oppy I es e
~
~
GRAPHIC SCALE
50
I
( IN FEET )
1 inch = 50 ft.
19
- -
t.,. WQ'_".' Ff"-c.:
100
I
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DATE
JAN.. 2002
SCALE
1- - 50'
200
I
-T-
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ENGR'S. PROJECT
821-01.1
SHEET
OF 15
C-6
.\\\
\ \
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C-3.DWG
NO. DATE
\\ //~///
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REVISIONS
.
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\ I I I I I I \ _--::.------ \ \ _......-- \
INSTALL 6" P~ TEE wI GATE ylAL VE & BOX, RESrR, AINED JOINT I I I I \ _ ......- -~- ' ......- \ \ ......- - \
I I \ - -- ...........--..... \\ -- \
CAP NORTH E OF TEE I I I I I - - - ____ - -..... "\ \ .,.-
I I \ --~--::.-- - _......---;'''''''- "\ \\ \ \
_ -1-----.1.-----__I___...L I I : \ _--::.-- _-......-"""- \ \ \ \ \
--::.. -----------------:::::::::::: -------1------ ..L )----::.-- _- -- \ \ \ \ \
- - ---- - --- -.J -........... - _ - \
~-~- - - - - _ SHAWNEE TRAiI--------:::::::::-:::::::::::::::-====::- _--;,-- \ \ \ 14 \
-------- - -......- \ \\ \
-- ---~---------------- - - -- \
_ -- ;:,..--::'--:- - - \ - - - - - - T - - - - - = =,- = = = = = = T = = = = = = = = = = - - - - - _ _ _ _ _ _ _ -::..':::=:~ - 1 .\ \ \ \\ \
..........- \ I I I ----T----,- \ _- \ \\ _-).\
/ \ I I I I I \ _- \ \ _......-- \
TYPICAL SINGLE I I TUSKAWILLA T~AILS I I \ \ ......--- \\ \\ _- \
1 7 SEWER SERVICE: I I : I \ \ _ _ - - \ \ \ \ _ - - \
18 I 19 I I I I \ \ -- \\ \ \\ \
I I 20 I 21 I 22 I I ~ - - \ \ \ \ \
I I 23 \ \ 2 ) \ \\ \
I I I I I I 24 \ ......-- \\ \\ 15 \
I I I I I I \ _-- \\ \\ \
"I I TYPICAL DOUBLE I I "" \ \ _ - ......- \ \ \ \ \
I I' I I I " \ - \\ \ \\ \
'-c TREE LINE I WATER SERVICE I I'" \ \ --- \ \ \ \ --.....\
I I \ \ - \ \\ -
I I I" \ \--- - - \\ \ \ _ -......- 50 0
-J- __ __ I I: I " ~............-- TREE LINE \ 3 _----\ \ \ \ _--- ~
_ K \ _-. \ \ \ Y.
---- \ -- \\\\\
- --' ...... \ ~\ \
PROPOSED 6" PVC \\ ~0 \ 16 \
21 . ; -...... WATER MAIN (TYP.) \\\ ~\\ \
i \ "f-. \
4 ).\ )\ \
_ - \ \ \'1J\ \ _ ---\
- - - \ \ ~\ \ - - - \
......- \ \ \ _ INSTALL 6" PVC TEE wI GATE VALVE & BOX,
\ - \ - \ RESTRAINED JOINT. CAP EAST END OF TEE.
-- \\ \\ -- \
-......- \ \ \ --
\_~.....::- TREE LINE \\ \\ \
\\ \ \\ \
5 _---\\ \\ \
......--- \ \ \\ \
............ \\ \\ \
......- ......- - . \ \ \\ \
\ _--- TYPICAL SINGLE \ \ \ _......-..\
t-'" - WA TER SERVICE \\\ _ - - - \
\ 6 GV _ - \
\ \ \ -......- \
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\ \\ \
GY, \\ \
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GRAPHIC SCALE
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WETLAND LINE \ \
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50
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( IN FEET )
1 inch = 50 ft.
18
20
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TQP OF BERM
17
32
35
19
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STREET "B"
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RETENTION
POND
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STORMWA TER &
UTILITY EASEMENT
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-----
----
-----
4" PVC FM
INSTALL 1" PVC WATER
SERVICE TO THE
LIFT STATION
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NATURES WAY 30~R/W
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4- PVC FM
WETLAND UNit
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TUSKAWILLA
_ .'~' ,r'.,I,',.'_ =1
:. -'-~)-
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PROPOSED SANITARY MANHOLE
(TYPICAL)
----
'in
N
CONSTRUCT LIFT STATIO
SEE LIFT STATION DETAILS
FOR LAYOUT
'in
N
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TYPICAL DOUBLE
SEWER SERVICE
PROPOSED 8" PVC SANITARY
SEWER MAIN (TYPICAL)
NOTES:
1. SEE SHEETS C-S, C-9 AND C-10 DEPICTING WATER & WASTEWATER
OFF-SITE CONNECTIONS TO CITY UTILITIES.
2. WATER SUPPLY: POTABLE WATER PROVIDED TO EACH LOT BY
WAY OF 6- PVC WATER MAIN CONNECTION TO EXISTING CITY 16" WATER
MAIN LOCATED ON EAST SIDE OF TUSKAWlLLA ROAD.
3. SEWAGE DISPOSAL: SEWAGE COLLECTION & DISPOSAL TO BE
ACCOMPLISHED BY S" PVC GRAVITY COLLECTION PIPE AND TRANSMISSION TO
ON-SITE LIFT STATION. SEWAGE TRANSMITTED BY 4" PVC FORCEMAIN
TO LIFT STATION IN A VERY PARK.
DESIGNED I!IAf
DRAWN ...
CHECK J!IN
~ a WEBB, P.E.
BY APPR'D. PRO.ECT ENGINEER
SITE UTILITY PLAN
fl. H. WdJ6 It. Aasodtd~ lJIC.
CIVI. & ENVIRONMENTAL CONSlJI.. TING ENGINEERS
WINTER PARK. FLORIDA
nshine
ommunities
- - .....- -
"...0 happy lifesryte"~
t!VA/U-
WJ,,-
DATE
T!JSKAWILLA TRAILS
PHASE II
APPRO'JED FOR CONSTRUCllON
JOHN B. WEBB Ie ASSOCIATES, INC.
100
I
----
r
I
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I
DATE
JAN., 2002
SCALE
1- - 50'
200
I
-T-
I
I
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ENGR'S. PROJECT
821-01.1
SHEET
or 15
C-7
-'
, .~..
"
C-J.DWG
NO.
I _ I
I I I
- - - - ~ - - - - - ~- - - - ~ -~. - - - ~ - - - - - - ~ - - - - - - - - - - - '- - - - - - - i\ - - - ~ ~
- I INSTALL 4" PVC FM ~
4"PVC 'FM1 0
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TUSKAWILLA TRAIL.S
\ \ :
PHASE II
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( IN FEET )
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DAlE
DESIGNED BFV
DRAWN UUD
CHECK .Bti
~ a M=BB. P.E.
PROJECT ENGINEER
REVISIONS
BY
APPR'D.
C'
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INSTALL 6" PVC WM
6" PVC WM
14 DIRT ROAD
'1,:")
i \
~..~_.f:' (~,' U ;:-.:.;
NATURE'S c WAY 30'
4 tt PVC FM'
~b-'-'-' --
R/W
-".:.,-.
6" P'VC VIM
\-~ -. \
l
"1.
\ -'-,
\.
'-.
/
b
~
~
Lo~
t-
6' WOOD FENCE
")
6" PVC WM
-....--
o 0() \ 0
.. a.. '\
ll) >- ",
t-
STA 10+00 NATURE'S WAY=
CENTERLINE MOHAWK TRAIL
.. 0
~4' CHAIN L1~~' F:NCE
o
r-\
\--w-;.I\ 28" .>~/:
, '-"
[ .'
\~J..?J' 2~:' '.-
c u~::U (- ) 2".;"<
:__ 't- .-.'kOoi!\
-- -6'!--PVC--WM
<'.....'._i:
~,' r:.
PROPERTY BOUNDARY
O.R.{3. 3919
PAGE, 1481
i NOTES:
1. Contractor td\ maint~'ln minimum 36" soil cover over top of WM/FM pipe,
2. Right-of-way Information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawillo Rood Phose IV Sheets 8 and 9 of 11.
\ ~I ~~\~t~~~ \~ ~~\~~ M ~UA\~AI. Ll Lch~o.k Do"onoUon 239'00L 4.4
I - - W om no: County Nan << ~i;h gt ~& Y'i. corner ~.rt 41 9 at TU!~kDWIIIO ~
~6a5~':'Y AfveE. p-21 W. of light pole (H746S4S) - 14' N, of a conc. signal pole _
. c.. o. . . Handy Way parkfng lot,
4. No p~t of this drawing may be reproduced by photocopying, recording of by
~r~ 0 t etrh meC!ns. or stored, processed or transmitted in or by any other systems
ou e prior written permission of the surveyor.
5. SttastitOnt~ng based on the centerline intersection of Mohawk Trail and Nature's Way
a a Ion 10+00.
APPRO~ FOR CONSTRucnON
JOHN 8. ~BB Ie ASSOCIA lES, INC.
. VAA4-
F'LORIOA
,. 1!. We66 k A88(l(jafcs, lJfC.
ClVL I. ENVIRONMENTAL CONSUL TING ENGINEERS
WWTER PARK, FLORIJA
nshine
ornrnunities
.....-
"...a happy Iifestyle........-
,r,)
'." "}" OJ'.
INSTALL 4" PVC FM
.
Lo?:
i,
! :
ij
+
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1-'
CIJ "-
W
W W
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,:, (:r .:-: i
4" PVC FM
o
~
<(
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/-:\(
'b
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4" PVC FM
DATE
JAN., 2002
TI)SKAWILLA TRAILS
- PHASE II
OFF-SITE UTILITY PLAN
(1 OF 4)
SCALE
1- - 20'
~
~
ENGR'S. PROJECT
821-01.1
SHEET
OF'15
C-8
,.,,,.
,..!-" .'
.. .~'
-00
;
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r 1i)"
'oi,
C-3.DWG
NO.
DATE
REVISIONS
'~
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BY
APPR'D.
RE'S
". -r:i.:cc>_,<
~':..j -:;,,)!->,(,)
1 ,""&,< .~'
i~-," Li /\~,
INSTALL 6" X 16" WET TAP
INSTALL 6" GATE VALVE, RESTRAINED JOINT
/
PROPERTY B NDARY
J.__~ORE & ~ACK PIT
t:
--.....# ,j' C I\K
i",'.k '':;
~)
{""
/
/
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~
~
"
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'(' ,'t'"o'
i1,,' .....
C BORE & JACK PIT
6"
14 DIRT DAD
fl,
~I
'INSTALL 4" X 45-
PVC BEND, RESTRAINED
JOINT
STA 17+i46.9~ NA RE'S WAY
'- -rTA 24+74,.79 TUS AWlLLA ~OAD
q:"
-J
~
~
~
f9
~
&
is/
.:
(I)!I
(1:"
::I'
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Ii'
:::F'
.1
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MA iCH L
GRAPHIC SCALE
20 0 10 20 40 80
~ I I I I
( IN FEET )
1 inch = 20 ft.
DESIGNED fJPI
ORA.",.,. ..jD
CHECK JiM
JCH4 B. WBII. P.E.
PROJECT ENGINEER
APPROVED FOR CONSTRUCTION
JOHN B. WEBB & ASSOCIATES, INC.
dVAAA-
/. H. We66 It Al8OdIlIes, lHt.
.J!t
nshine
ommunities
- - -.....-
.....0 happy I1feSfyte"~
NATURE'S WAY 30' R/W
(UNIPROVED)
NOTES:
1. Contractor to maintain minimum 36" soil cover over top of W/FM pipe.
2. Right-of-way information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
3. Vertical data is based on Seminole County Benchmark Designat"ion 2392001, 4x4
C.M. with Seminole County Nail Be Disk at S.W. corner S.R. 419 & Tuskawilla &
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a cone. signal pole -
26.5' E, of E.P. Handy Way parking lot.
4. No part of this drawing may be reproduced by photocopying, recording of by
any other means, or stored, processed or transmitted in or by any other systems
without the prior written permission of the surveyor,
5. Stationing based on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
TUSKAWILLA TRAILS
PHASE II
OFF-SITE UTILITY PLAN
(2 OF 4)
'P,,"
DATE
CIVIL & ENVIRONMENTAL CONSUL TINO ENl3INEERS
WINTER PARK, FLORIDA
DATE
JAN., 2002
SCALE
1- · 20'
ENGR'S. P~CT
821-01.1
SHEET
OF 15
C-g
.'
-..--"
;-..... .
(', B
o
C\I
+
~O
7C\1
O<C
!!it)
Ww
J:z
C/)::J
W'
WI
~~
<C
~
C-3.DWG
NO, DATE
REVISIONS
l
RfW
21+00
.
o,~
"'U
::0
o
;l C, " "
I\J
--"
lJ
o
o
"
+--
--"
(J1
(J1
--" /
6' WOOD FENCE
TOP=46.22
W1ER-45.13
E. INV.-40.07
23+00
22+00
W
INSTALL 4" PVCFM"
eflrJ
911W
2 CURB '" GUTTER
TOP=45.25
INV.-39.05
REMOVE/REPLACE CONC.
SIDEWALK IN KIND
15" !.tOO/FlED CURB a: GUTTER
. _ _GRASS MEDIAN
15" MOO/FlED CURB c!c GUTTER
--R 1\11
I "
(
DESIGNED BFY
DRAWN .-.
CHECK Jt1tI
JC:)f-W a WEBB, P.E.
BY APPR'D. PROJECT ENGINEER
.
Co~
OH
18" R.C.P.
.
m~
,J~"""L. g ;t:,~
,: J
W
TOP-45.93
N. INV.-40.16
S. INV.-40.08
TUSKAWILLA ROAD
(R/W VARIES)
-
4' CONC. WALK
APPROVED FOR CONSTRUCTION
JOHN B. WEBB & ASSOCI A TES. INC.
floItH H. WeI1b It AssodIlIe8, lHe.
!J.V~
CIVL . ENVIRONMENTAL CONSUL rING ENGINEERS
WNTER PARK, FLORIDA
24" CURB '" GUTTER
R/W
GRASS MEDIAN
- :::t- .....-
.....0 happy lifestyle"
"'U
-i
II
N
(J..I
+
-......J
o
.
(J..I
OJ
W
.-:.,~ -.
STORM MH
o
CO
+
.,-~
C\r
W
z
::i--'
I
fd.
24+00
~G.NA),._BOX
(:)
-+-
g
24~ g~.69
:,0.1/
IRF LB 4475
5' CONC. WALK
24" CURB a:
R-
-
~
STA 17+46.93 NATURE'S WAY=
STA 24+-74.19 _l'USKAWlLLA ROAD
15" CURB &c GUTTER
t? -.-GR,.,._A.-,S~ MErn~~
(. :
15"-MOOlFIEI) CURB c!c GUTTER
" ....-.-
15" MOOFlED CURB &c GUTTER
n'~'r,
----:... /i~
-- 15" CURB &c GUTTER
-- -tC -
->
0>
+
o
o
.~-<l.-r~
24" CURB &c GUTTER
'-
.z
"'V~"'M
; -'.,Z 'vi\!
, "''''i~_'~ ~;\ /' C) /, ~ ' ,~
IT]
FI~ER, DPTI
u
NOTES:
f' t';...!'-
; J
\",,~.'t
R/W -
1. Contractor to maintain minimum 36" soil cover over top of WM/FM pipe.
2. Right-of-way information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
3. Vertical data is based on Seminole County Benchmark Designation 2392001, 4x4
C.M. with Seminole County Nail & Disk at S.W. corner S.R. 419 & Tuskawilla &
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a cone. signal pole _
26.5' E. of E.P. Handy Way parking lot.
4. No part of this drawing may be reproduced by photocopying. recording of by
any other means, or stored. processed or transmitted in or by any other systems
without the prior written permission of the surveyor.
5. Stationing bQsed on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
TUSKAWILLA TRAILS
PHASE II
OFF-SITE UTILITY PLAN
(3 OF 4)
DATE
JAN., 2002
SCALE
1- - 20'
ENGR'S. PROJECT
821-01.1
SHEET
OF 15
C-10
~~- '
--- ~c
. -- ::::::::... __ S. INVO{J==40'60,
\ \<~ -- ::::::::
\'~ -- ,
~\
\~_\
\~
/~\//- -
.'-Spp--- '_\~W
~
1 0+ 00
R/W
/
CORE BORE EX. WEr WELL
INSTALL 4" PVC FM
SANITARY un STATION
TOP-42.02
L..:: " _1 ,'-"\,
4- ! '.i~_
T~42.97
N. INV.-J6>~+
- -, ; ~'1-
-;'. -0
::..r
1\
///
" '\Gt
AVERY PARK
\
\
TOP-42.98
N. INV.-36.81
. ..s. INV.-36.70
,----... N . - -
J.LC;M.P~ - - - =F= ===@= == ==
lNSTALL4"x 45!--PVCtJ.! STORM MH
}3~~~~6~TR~INEQ JOI ~. <0 ~.
I CMF 4X4
tIO; II
~...,
== ---,e ==
'tv
~
-r----- "_
_'8' C".l.P.~
.~----
~~-- - --
-----..-:J-.---~--
--.-.-- - - -
-"~--
INSTALL? 4" PVC
/ 14+
BACKFLOW
i,... ,~~~
'------~
TOP-43.02
S. INV.-37.86
13+00
w-
11 +00
4" PVC FM
--oR
.._m
W
/bHw'
-oH\V-
5' CONC. WALK
ORM-MH--
36 .C.P.
I"
I
R/W
NOTES:
1. Contractor to maintain minimum 36" soil cover over top of WM/FM pipe.
2. Right-of-way information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
3, Vertical data is based on Seminole County Benchmark Designation 2392001, 4x4
C.M. with Seminole County Nail Be Disk at S.W, corner S.R. 419 Be Tuskawilla Be
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a conc. signal pole -
20.5' E. of E.P. Handy Way parking lot.
4. No part of this drawing may be reproduced by photocopying, recording of by
any other means, or stored, processed or transmitted in or by any other systems
without the prIor written permission of the surveyor. '
5, Stationing based on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
/ /
I
/
-00
16+00
/
;'
/
uti
REMOVE & REPLACE CONC.
SIDEWALK, IN KIND
\
---
--~
24- CU_RB ac GUTlER .
c" ~'
84 LF OF HDD OR BORE & JACK
18" STEEL CASING FOR BORE & JACK
FLOW UNE-42.64
N. INV.-37.44
S. INV. 37.29
.
m~
TOP-43.92
N. INV.-36.64
W. INV.=32.72
_ _._n ....:2,'.
15" MOOlflEl).-CURBk GUTIER----
-4~~--.-
GRASS MEDIAN
"'~-*..-..-
15" MODIFIED CURB ac GUl1ER
TUSKAWILLA ROAD
(R/W VARIES)
\--Z
('.
,~
AVERY PARK
.":'1
.
eo~
18+00
INSTALL 4" PVC FM
.
eo~
19+00
17 + 00
,
. 4iJJ/.W
4 PVC FM
'~
--i
/
W
OHW
OH Hm_
w- orr
OH
OHW OHW
OHW
OHW
OHW-
H
5 CONC. AIJ(
SIGNAL BOX 4" PVC FM
c.o.
REMOVE & REPLACE CONC.
SIDEWALK, IN KIND _ -~j.
24. CURB ac GU~__
.
m~
24" R.C.P.
.
-;....e:
\4 VI t:=
, flOW UNE-43.41
N. INV.-38.36
S. INV.-38.06
"'0
()
1\
15- MODIFIED CURe & OOTTER
GRASS MEDIAN
<(
bi
w
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J:
o
~
~
15- MODIFIED CURB ac GUTTER
t; t.., ~~ -
r-
.~ .
C-3,DWG
NO,
APPR'D.
DESIGNED PJPi
DRAWN .--
CHECK .BIi
~ a WEE. P.E
PROJECT ENGINEER '
DATE
REVISIONS
BY
--
.-- ~ - .
TUSKAWILLA ROAD
(R/WVARIES)
_ ------,-;-f,.-'.--.
GR'"ASS MEDIAN
15- MODIFIED CuRB Ie GUTlER
R/W
r-\
1=-.' H
-.;.). ?,9
)L1
1./;-
:-~: ,~
1 ,..... ~, ,__
APPROVED FOR CONSTRUCTION
JOHN B. WEBB Ie ASSOCIATES, INC.
I. N. WdJ6 "Assodtdes~ lHe.
-
nshine
ommunities
.....-
.....a happy IlfeSTyle"~-
\.
I~R.F.
.
15+00eo ~
pp
15' MODIFIED CURB ac GUTTER
R/W
>
VI'.?
O. ?
-;xJ,~
---
~~
---oHw'-
\)'::'~"
4ft- PVC -EM_
5
FLOW UNE-44.50
N. INV.-39.30
S. INV.=39.20
R/W
TUSKAWILLA TRAILS
PHASE II
OFF-SITE UTILITY PLAN
(4 OF 4)
t!.V~
EN GR. FLORIDA
'Pt.....
DTE
CIVIL cI ENVIRONMENTAL CONSUL T1NG ENGINEERS
WINTER PARK, FLORIDA
"U
()
()
"
~
CO
+
-.....J
0J
.
OJ
~
GRASS MEDIAN
-oH'20+00
---OHW
Pp
~
o
~
RfW
o SIGNAl BOX
18" R.C.P.
C\I
+~
o Q, .___.~,'
^,-.I ,,----- -,--
'-~ -' I
<{O
bitu
~....
J:W
OW
I-S
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~
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+
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bi
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~
~
DATE
JAN., 2002
SCALE
r - 20'
ENGR'S. PROJECT
821-01.1
SHEET
OF 15
C-11
NOTE:
SUB-GRADE CUT TO BE COMPACTED TO 95" MAX DENSITY AS DETERMINED BY AASHTO T-180.
CUT TO BE REPLACED WITH AN 8- 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING
BASE. CUT AREA TO BE PLATED OR PROTECTED ON THE DAY OF POUR. EXISTING SURF ACE
TO BE SAW CUT TO AN AREA 5 FEET BEYOND BASE CUT.
I, <= ::> j CONCRETE REPLACEMENT
~ HOT ASPHALT
8- HIGH EARL Y CONCRETE
PERMANENT HOT ASPHALT REPLACEMENT
APPUED IN 2 INCH MAXIMUM LAYERS
5' TYPICAL
5' TYPICAL
,SAW CUT
~~~~~
E~SnNG BASE J;J.~\~;~)[:~.f;i1X.I f~!:t: E~snNG BASE
l' TYPICAL-j
~ EXISTING SUBGRADE
GENERAL NOTES:
1. BASE REPLACEMENT SHALL BE 3000 PSI,
HIGH EARLY STRENGTH CONCRETE.
2. ASPHALTIC CONCRETE SURFACE MATERIAL
SHALL BE REPLACED WITH THE SAME
TYPE OF MATERIAL THAT EXISTED AT
THE TIME OF REMOVAL, OR AS APPROVED
BY THE CITY ENGINEER.
3. MINIMUM ASPHALTIC CONCRETE 'SURFACE
OVERLAY THICKNESS SHALL BE ONE (1-)
INCH, OR AS APPROVED BY THE COUNTY
ENGINEER.
4. ALL JOINT CUTS SHALL BE MECH-
ANICALLY SAW CUT.
I-- Co
SUBGRADE ,.,
(COMPACTED ~
TO
951 UAXlUUU
DENSITY)
8-~
PAVEMENT RESTORATION
1. LONGITUDINAL CUTS MAY REQUIRE
OVERLA Y /RESURFACING OF THE COMPLETE
WIDTH OF THE TRAVELLED WAY.
2. CUTS AT INTERSECTIONS OF STREETS
GENERALLY MAY REQUIRE A COMPLETE
OVERLAY /RESURFACING TO THE END OF
AU RETURN RADII, AND ALSO TO A
POINT TEN (10') FEET BEYOND THE
CUT, WHICHEVER IS GREATER. .
3. ACTUAL REQUIREMENTS WILL BE AS
STATED ON THE APPROVED PERMIT.
,
UTlUTY PIPE
STANDARD ROADWAY OPENCUT DETAIL
~
........
0:::
0.8"
-
~
% ,
1.0'
C 3.DWG
NO. DATE
REVISIONS
<t
JO' I R/W
I
I
~
0:::
I
I
I
. I
..1L
~ I ~
-, \ I ~
\~1- (MIN. COMPACTED) F.D.O.T. TYPE I
ASPHALT CONCRETE
6- SOIL-CEMENT BASE
98" DENSITY
10.0'
10.0'
0.8"
----
1.0'
8- SUBBASE 75 FBV
(COMPACTED TO 95" MODIFIED DENSITY)
TYPICAL ROAD SECTION
BY
APPR'D.
DESIGNED BPI
DRAWN UUD
CHECK J!NI
JOI-tI a WEBB. P.E.
PRQ.ECT ENGINEER
APPROVED FOR CONSTRUCTION
JOHN B. WEBB " ASSOCIATES, INC.
(1;(.. t$. V~ AI, ,J,:--
VRtG. PROF. EN GR. flORIDA ' DATE
V
RIW
12-
ih.~.
=:l~..<> ASPHALT
. <I~:~ ,\~/ LA~"ENT
-w-ll] ", ',',~_.'.,' -'~'-"'<'"'''''' ", "/ 'l""h ~
· >:~,:>:.:~:,,~~.,:,)~;::s 'r(~ ~{({/if.(sE-
~ ,:,.:.::~:~)~<:,>,/..;::;:<, ~:?~ w///;;;0
,~,;:.,;,;",~~:...:.:;,.~;: ij/ ~ ~
h,:>~: \:-!~~>:;::f:':,~-: 0r.0 ............ '......... .:......,...
12-' 12- :- :-:.: -:-:.:-:. :-:-:-:.:-:-: -:-:.:
I :::::::::::::::::.
................ ..
STABIUZED SUBGRADE '::::::::::::::::,,'
.
fD
.
110
.................................................0. .
.................................................... .
:.:.: .:.:.:.:. 'COt.tPACTED . SUBGR'ADE' .:. :.:.:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:. :.:.:.:.
..................................................... .
..................................................... .
.................................................... .
..................................................... .
STANDARD CONCRETE RIBBON CURB
.-.. ~D....../ ~
ir? ~1 I I
atrr --- - - ~ CCTI
[L --e- - - -
[ ~~ ~ I
CONCRE1E SLAB S' ltIQ( RElFMCED . J
W1H (,xi' \0/10 IEUID .. fAIRC It)~
TIfD ~
FE~
00
:Em
-<
,-SOD~
PLAN
\
SILTING BASIN
~
/
~
~kmnJ .~
I:~~
." . ~AW BALES AS
REQUIRED WI 2-X2-
WOOD STAKES
!
\
1 STRAW BALES
Ii \ FINISHED GRADE
\ TOP OF SUB-BASE
~,V""""~,
~ SILTING BASIN
STORM STRUCTURE
10'R
~/
~
2-X2- WOOD STAKES ~..
NOTE: STRAW BALES TO BE REMOVED
PRIOR TO PLACEMENT OF AS-
PHALT PAVEMENT AND PLACE-
MENT OF SODDING SWALES
AND OPEN SPACE.
INLET WITH STRAW BALES
EROSION CONTROL DETAIL
r
8".
!::: A
I
~ L
~
=
~r =
1 '-A
~,
~,
~
r
~
u
~~A C
CI-: 7 8
, '- >, '. ,.'., 6- CONC SLAB
I ~ (~ " DISSIPATER
o ~ SADDL~ ~ n POND BOTTOM
/ ~~~i ,'"
ROUND CONCRETE-'" 14 ROO~ 5 I
PIPE VARIES E II .
ROUND CONCRETE PIPE SIECTION
N01E:
1. LETTERS REFER TO F.D.O.T. DESIGN
STANDARDS -DIMENSIONS AND QUJANnTlES
CHART ON INDEX NUMBER 272 " 273.
0 A B C E fF M N
15- 2.27' 4.09' 6.36' 4.03' S' 4.63' 1.19'
18- 2..36' 5.12' 7.48' 5.03' e' 4.92' 1.21'
24- 2.53' 7.18' 9.71' 7.03' 111' 5.50' 1.25'
JO- 2.70' 9.25' 11.95' 9.03' 113' 6.08' 1.29'
36- 2.87' 11.31' 14.81' 11.03' 115' 6.67' 1.33'
CONCRETE MITERED ENID SECTION
FOOT INDEX NO. 272
floIot Il WeI16 It AslilCillfcs, lJ1C.
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
t.3 X 3 x i"
nshine
ommunities
- - ......-
"...a happy lifestyle"....
Post (Options: I!' x 4' Or I I
21" IIln. Dla, Wood, Steel I ,
I.JJ Lbs/Ft. IIIn.) ~ 6' lIax. -I
~ ....r-
~ -2 ~ . ",
c's ~ To
~ ~ " . I
~f ~- ~
ELEVATION
Optional Post poslt1on~ PrIncIple Post PosItIon
~ (Canted 20. Toward Flow)
FlIter FabrIc (In ~ I I
Conformance WIth 't
lb
Sec. 985 FOOT Spec.) :s. ~
~FlIter Fabric
, ~
. 1/ ~/ow
- - --
\
-
ljl-
SECTION
~~-
~
= r= =1r=~=1i= '=Ii= '=Ir
. 4' -0"
...,
~ ,r-- -Tool Edges To j- RadIus ~ ~
J'-IO( , J
t. J x J X '" -. ( 18 Spaces (j" 2fj C-1
1\ 19 &Irs (j :S
..J .J
~ H~
J J. J L J j
] I
l J [ J .
..
:::::
I ( &" J
"i\J j
J J J j
l [ J
r
I-::JI-- -:ll- __ -4
r '] I
Note: Slit Fence to be paid for under the contract unit prIce for Stoked Slit Fence (LF).
TYPE III SILT FENCE
5'-4'
., ~
-i
GENERAL NOTES
I. These inlets are desIgned for use in
dItches, medians, pavement areas, or other
areas subject to heavy wheel loads where
debrIs is minimal and Is subject to pedes-
trIan and/or bioycle trafflc,
2. When alternate G grote Is specifled in
plans, the grote Is to be hot dIpped galva-
nIzed after fabrication,
3. These Inlets may be used wIth Alt. B
structure bottoms, Index 200, The Inlet and bottom
combinations ore to be paId for under the
contract unit price for Inlets (DT Bot)
(Type F (or G)) (J Bot, Depth), Eo.
B,
=~
=~==~ :1=
4' -(1'
II'
A
-~ -.J
'b
I
'"
Eye Bolt,
See Index 201
,~t=== ==-=b==b
~
.......
...,
===r=-=r:-=r=- =
PLAN
B-.J
ilL HI ~IL
sf J' -(1' slit
2'-lr
,- ;>'fool Edges To t Rodlus--< ~
/1 ___
~ .. ~ --Il---rll;- ~: A .
~ r-- I'\..~ g ,Clear Z' Cleg;, ~II~ 4~
~ :F=II==IF~~
II'~ II 2' -0" 1 8"
II 1/ II
I!' CIfN!! IT T 11= = Ir n=
I.- ~ ~l i /2'j I
==rr '~~T
I
~I: ~i3 ~ I c~ -ft
=1 :~bd~-===d V ~~~~
(t ~ " I 111' ~ ~ I ~ ,
II II II) II ,,--' lbll)~ ~
I!' Clear /I ~ Z' Clear t!- ~ ll:l ~ l( II) ::i
1t==II==~=lII==11 ,i, I!' ~~:::J~~ )>
II /I 'II: I ~ III ~I ~ ~~ ~ ~ ~ ~
!~ #4 &lIs (j I~ Ctrs, JI ~ a ct ~ ~ Q
~ =1==~~ =1 \ 1'1
SECTION AA ~ #4 &Irs (j II!' ctrs.
SECTION BB
fNotch Permitted
(At The Option Of The
lIanufacturer) "
i
IL.
,.....- t. 3 x J x i
~ Y"-
SECTION DD
SECTION CC
"i\Jt
't\J
Lg-.J
STEEL GRA TE
Steel Grating, StraIght &Irs Y)( f
Retlculine Bars I!')( -I
~
10
o~
"
2'
r--
r- I' -(t 'I'-..
"'-I "Sod SOD ONLY
PAVT. AND SOD J" Concrete Pavement
Notes: I. Pavement and/or sod to be used only where called for In the plans,
2. Cost of pavIng to be Included In cost of inlet.
PAVEMENT AND SODDING
DITCH BOTTOM INLET TYPE WFW
T!JSKAWILLA TRAILS
.A PHASE II
PAVING AND DRAINAGE DETAILS
DATE
JAN., 2002
SCALE
N.T.S.
Sod
ENGR'S. PROJECT
S21-o1.1
SHEET
OF 15
C-12
GRADE PROFILE
INSTAlL CONSTRUCTlON-
MffiR. TO BE PROVIDED
BYUTlLI1Y
AWWA APPROVED REDUCED
PRESSURE BACKFLOW
PREVENTER
SET TOP OF VAJ..VE BOX
TO ANlSHED GRADE
CONCRETE COI..tAR
I ~ UNPAVED AAf)S
ANISHED GRADE ~ ';;':,' (SEE DETAILS)
~~
-I- ADJUSTABlE CAST IRON
/1\ VAJ..VE BOX
"
~~ / BOX Sl-Wl. REST ON
BEDDING ROCK NOT
"'.. ON VH.VE OR PIPE
__L ~ ~ AND SHAll. BE
-- ~ CENTERED ON
OPERATING NUT
f
36' COVER
(lYP. )
GATE VAlVE
TEST COCK (TYP.) ~__
THREADED , ~
NIPPLE (TYP.) ~ .. i
2- SCH. 40 GALV. ~:~ :::::
PIPE AND FITTINGS
PROVIDE TEMPORARY
SUPPORTS AS REQUIRED
GRADE
STORM SEWER
(SEE PLAN 8c PROFILE
FOR SIZE & LOCATION
"-
WATER MAIN ~ ""
(SEE PLAN 8c PROFILE
FOR SIZE 8c LOCATION
j
1 U
18-(lYP)
I
I
/; r THREADED GALV. UNION
(2 REQUIRED)
90' BEND
(2 REQUIRED)
2-xl- GALV TEE
II ~ wI 1- VAlVE & HOSE BIB
II / ~D DISINFECTION CONNECTION
INSTAlL GATE VAlVE AND LOCK.
UTIl11Y TO PROVIDE LOCKING
MECHANISM.
~ 2- SCH. 40 oo.V. PIPE (TYP)
~- 2- CORP. STOP (TYP)
()
J
'^
"\or.
/.
~ 45. BENDS
RESTRAINED (lYP.)
SEE NOTE 2
T FLOW mRECTION
12" IMIN. '
18" MAX.
RESIUENT SEAT
M. J. GATE VAJ..VE
~~
(
(
- ---
I
~
~
20 LF DIP CENTERED
ON STORM SEWER CROSSINGS
" / J:.<
I
,
.:.
G
)\ J NEW WATER MAIN
J / (J
Z L DOUBLE S1RII' TAPPING SADDLE (TYP.)
TIE-IN VAlVE MUST BE CLOSED AND REMAIN
LOCKED. UTlll1Y COMPANY TO PROVIDE LOCKING
MECHANISM. VAlVE WILL BE OPERATED BY THE
UTllI1Y COMPANY PERSONNEL ONLY.
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VAJ..VE BOX INSTAllATION.
2. THE ACTUATING NUT FOR DEEPER VAJ..VfS Sl-Wl. BE EXTENDED TO
COME UP TO 12 INCHES DEPTH BElOW ANSHED GRADE.
EXIST WATER MAIN
6. DEPTH BEDDING ROCK-
WATER LINE/STORM SEWER CONFLICT
GATE VALVE AND BOX DETAIL
TEMPORARY JUMPER CONNECTION
"
Tee~
(Plug)
TRENCH WIDTH VARIES
W / SIZE OF PIPE ............... CROWN TRENCH IN
~ UttlMPROVED AREAS
___ .', ~ (3 MIN.)
"FINISHED G~, ' ,~NOlE S)
~~ ,~ I.
~;~ ,," Ikl
;f{~ , '~~ -l
~~ , ' . 'Ili.:tl:::!. ~ N
~/I.-J; ~~ ~ w
1,'1 flk <( t- ~
-:-:.!-' , -:--....."l..;:;: CD 0 ~
I~'" "7j!/!~:r::z x
~/jj~, ' SEE NOTE 4' " 'r/~~ ~ ~ ~
~ r ~ ,Ill- a:: -- (/)
COMMON FILL w;.',' {" 'PIPE-O:D.' \, ,~rP~ t- S
~'/..." ' "~$fj
~ "7.!./ /~~ A'/, rlL~ ~
12" (lYP.) ~ ' '~
,11 L"-< SELECT
t ?Ii ",..:I. ,'.,', ~ ~~MON
UNDISTURBED W,;;, ' . ,s~
~ ~~" ' :tfffi
(SEE NOTE 3) ?f!fl..........' " ' m
~l~/f;lJfJli!!/f{fj;:/jllll,'!!j;j,
(
I )
1--- +
I
--
A
(If Tee is Plugged)
A
(Dead End)
.:
NOTE:
~d
1. Restrained Joints shall be Provided at all Bends, Tees, and Dead Ends as indicated
in these Tables, or as Shown on the Drawings for other specific conditions. The use
of Concrete thrust blocking is prohibited, unless otherwise indicated on the drawings.
2. The Length of Pipe with Restrained Joints is based on the, following specific conditions:
Pipe Material; Design Pressure (150 psi for Potable & Reclaimed Water Mains and 100 psi
for for Force Mains); bedding, backfilling Material and compaction as specified,
3. Maximum Lengths of Pipe shall be used within Restrained Sections.
""
c.:> ,........
z~
ow
ot-
wO
CDZ
W w
a...w
- (/)
a... __
. POTABLE WATER &. RECLAIMED WATER
LENGTH IN FEET REQUIRED FOR
RESTRAINED JOINTS FORCE MAIN
A A B B B B LENGTH IN FEET REQUIRED FOR
DEAD TEE & 90* 45* 22 ~2* 11 :44* RESTRAINED JOINTS
SIZE END PLUG BEND BEND BE 0 BE 0 A A B B B B
2-1/2- 40' 40' 40' 20' 20' 20' SIZE DEAD TEE & 90* 45* 22 ~2. 11 :44*
4- 40' 40' 40' 20' 20' 20' END PLUG BEND BEND BE 0 BE 0
6- 50' 50' 50' 40' 20' 20' 2-1/2- 40' 40' 40' 20' 20' 20'
S- 80' 80' 80' 40' 20' 20' 4- 40' 40' 40' 20' 20' 20'
10- 80' 80' SO' 40' 20' 20' 6- 60' 50' 50' 40' 20' 20'
12- 100' 100' 100' 40' 20' 20' S- 80' 80' SO' 40' 20' 20'
14- 120' 120' 120' 50' 40' 20' 10- 80' 80' 80' 40' 20' 20'
16- 12- 100' 100' 100' 40' 20' 20'
20- 16- 120' 120' 120' 50' 40' 20'
24-
NOTES:
I. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER MSHTO T -180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER MSHTO T -180.
I 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. (*): 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.
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 SEMINOLE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT -OF-WAY UTILIZATION REGULATIONS AND ROAD
CONSTRUCTION SPECIFICATIONS.
RESTRAINED JOINT DETAIL
TYPE B BEDDING AND TRENCHING DETAIL
...
C 3.DWG
NO.
REVISIONS
BY
APPR'D.
DESIGNED FI
DRAWN l....
CHECK .BN
JCH4 a WBIB. P.E.
PRO.ECT ENGINEER
A
!oIot H. We6/J It AssodlltCl, lilt.
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
nshine
ommunities
-
- - ....-
"...0 happy lifeStyle........
TYSKAWILLA TRAILS
PHASE II
APPROVED FOR CONSTRUCTION
/7JOHN B. WEBB Ie ASSOCIATES, INC.
~ tJ. VAA4- +/~P1--'
/RtG. PROF. ENGR. FLORIDA ' DATE
./
DATE
HYDRANT
OPERATING
NUT
HOSE NOZZLE
24. SQUARE ~
ROUND AND 6 THICK
REINFORCED CONCRm
SHEAR PAD. SEE
NOTE 2
2 - '4 AT 9. ~
O.C. All.
AROUND
.. ,:,': ..'
AS REO'D.
r rUMPER NOZZLE
V- FACING STREET
f.I Z - - VAJ..VE COUAR
~ (SEE DETAIL)
COMPACTED
BACKALL
SEE NOTE 3
... 00
I~~...
~~ rM J HYDRANT
~ fd. ANCHORING TEE
~. h'
.. 12 MIN..1 ..
( '..l.. ..I.
6- BEDDING ROCK
M J ANCHORING
COUPUNG
RESIUENT SEAT GATE
VAJ..VE AND POX
(SEE DETAIL)
NOTES:
1. ARE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE,
OR WITH A PERMANENTLY PLUGGED WEEP HOLE.
2. THE CONTRACTOR MAY INSTALL THE SHEAR PAD RECESSED UP TO
4 INCHES BELOW ANISHED GRADE AND SOD THE RECESSED SECTION.
3. CI.EARANCE BETWEEN BOrrOM OF BOLlS AND TOP OF SHEAR PAD
SHALL BE A 6- MINIMUM.
FIRE HYDRANT ASSEMBLY DETAIL
CORPORATION
STOP (1" MIN.)
CURB STOP
(SEE NOTE 3)
MARK WITH
WOOD PAINTED
BLUE & WITH
L~T7
.......
CORPORATION
STOP (1" MIN.)
U-BRANCH
nUI~G /4"
X 3/41
~ CURB STOP
2 EA.
::0--
Z
<(
::E
0'"
Z
<(
::E
i .........
. - -
"l ...
..
POLYETHYLENE
TUBING (1" MIN.)-
SINGLE METER BOX
POLYETHYLENE
TUBING (1" MIN.)-
DOUBLE METER BOX
SINGLE SERVICE
DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
AWWA lYPE
CC THREADS -
u__ TO METER BOX
')" ASSEMBLY
------- POLYETHYLENE
TUBING
SADDLE -
<V"_ ./'
I~
'~~
WATER MAIN ~
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT
lYPE CONNECTIONS,
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY OR OTHER
PAVED SURFACE.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH
SHALL BE BURIED APPROXIMATELY 3" 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 NUMBERS OF THE
LOT(S) TO BE SERVED.
4. SERVICE CONNECTIONS TO MAIN SHALL NOT BE MADE UNDER PAVED SURFACE.
5. METER BOXES TO BE HEFCO PLASTICS JUMBO X CAST IRON READER
W/ DUAL OUTLET OR APPROVED EQUAL FOR DOUBLE SERVICES.
30 - 45 DEG.
~
WATER SERVICE CONNECTION DETAILS
WATER SYSTEM DETAILS
DATE
JAN., 2002
ENGR'S. PROJEC"
S21-01.1
SCALE
SHEET
OF 15
C-13
N.T.S.
FlNISHFD GRADE
--I-WMIN.
,_L~. -"":-~~N~~ COVFR
RES11tAINED ~ ,~ -VENTHOLE
::~. mRt.~ro-
(~ ~,~
CONCRETE BLOCK .......,..'
OR BRICK AND
==~~~~TI~
~- '-1"/ ~-'- ~l
JOINT PIPE REQ'O. ~ ~ 1 II
\. r)
~--y
---
SEe TIOt-l'
""';>
1/
..
i--- STAINLESS CASING
SPACERS WI SS
~ FASTENERS
1--1/4- TmON PAD
REO'D. WHEN HOPE
OR PVC IS USED
STAINLESS S1F.EL
CASING SPACERS WI
SS FASTENERS
NUMBER OF lfGS
AS RECOMMOOED BY
MANUfACTURER.
CARRIER PIPE NOM. DIA. (01)
CASING PIPE NOM. DIA, (02)
W AU. TIDCKNESS - INCHFS
CARRIER PIPE AND CASING PIPE SIZES (MIN.)
2 4 6 8 10 12 14
6 14 16 18 22 24 30
0.250 0.250 0.250 0.250 0.250 0.250 0..312
16 20 2-4
30 36 48
0..312 .500 0.500
NOTES:
I. WHEN coNsnmcnoN IS Wl1lIIN FOOT JURISDICI10N. ADDITONAL REQUIREMENTS
OFTIffi lTI1LITY ACCOMMODATION GUIDE,lATEST EDmON, SHAlL BE MET.
2. STAINLESS S1F.EL CASING SPACERS, ARE REQUIRED AS SHOWN.
3. WHERE PRACI1CAL, CASING SHAll.. EXTEND A MIN. OF 4' BEYOND EDGE OF PAVEMENT
OR LONGER AS REQUIRED BY LOCAL PERMITIING AGENCIES.
4. WHERE AIl.OWED BY GOVF.RNING JURISDICI10NS, HIGH DENSITY POLYETHYLENE PIPE (HDPI!)
OR PVC MEETING A WW A CfX1J, DR 14 MAYBE USED FOR. DIRECTIONAL BORING ONLY.
5. A MINIMUM OF 3 CASING SPACERS PER 20 LINEAR FFEI' OF INSTALLED CARRIER PIPE
SHALL BE PROVIDED.
JACK AND BORE DETAILS - SS
VARIES
(SEE NOTE 1)
VARIES
w
Z
::J
LOT lJI:
lYE WITH F
6- BRANCH~ I=!= r r-~ WAIN
6- 45" V SIZE VARES ~~ a.EAN-OUT
800_______ ~ lYE WITH (TYP.)
~~~BWOl AV?&
~ LOT
c_ ~~ UNE
=~.)
III E \~A8lE
"'~ '(LUG
aEAH-OUT "
SEE NOTE 1-1
w
Z
::J
~
pLAN
-1- 9BII
II ~
-J~
ANISHED GRADE
l
12-
1
SINGLE
lATEIW.
SlOPE TO
~ ~
1.01 W.f.
(TYP.) ~
". -
SPRING lJI:
SEWER YAIN
DOUIlE
LAltM.
NII.f
PlUG
-
~
(J' IIN.) (TYP.)
-
ROTAl!
:IT (TYP.)'
(SEE N01'E J)
PROFILE
JmES;
1. CIDM-OUT (SHOWN MSHED) SHAU. BE INSTALLED BY THE UT1UTY
CONTR/CTOR IN IaXlRIW<<:E WITH STNORD PLUY8ING CODE.
2. LOCAl! DOl8..E lA1ERAl. AS CLOSE TO LOT UN[ AS POSSB.E.
s' YAXIUlII.
J. ItMRT OF SEJMCE lA1ERAl. SHAU. NOT ENTER SEWER YAIN
8EI..OW SPRING LINE.
4. 00UIIlE SEJMCE lA1ERAl. TO BE USED ONLY WHEN BOTH BUlDING
SlAB ELEVATIONS ARE WI1lIN 0.33 FEET (4 IDES).
TYPICAL SERVICE LATERAL DETAIL
6- Minimum_
{Typical}
--0-
,~ "I Brick ~ MOrtar
..~~.- ~Dam. 1/2D1a.
-h---ht-+~. II~
Gravity Sanitary -.!' ~::. ' '. ' L-.
Sewer ,:,,:,:-:
. ,.....
TH
:. ~).~
~
.~
.5;
~
a FI.xlbhl Boot
.1 ~ Connectors
co,.
." ~
'w
6- Min. Concrete
EncaHment (Typ.)
i-
i--
..
\.1
.....:
': I
---- /.)~'"
... ." '. ~
. ~ ..... ..
/ ManholtJ structure
~
90" Bend
Ir.
.. --
.....
Mass Concrete-
NOTES:
t, ... CMI:r'* tIffIIIIId dnJp <<JIIMt1IIon 10 .. no .. than 2fIfXJp-'
--
2. IJnJp pIpI t1ttd """. IhaI .. of .. *' t1ttd ."".",. . 1M
",flwtd ..w:
.I An..".. dnJp I1f1IJIwffon ." .. fWIII/twI ,.. fIIlnfIuMI .........
"'*" hiM a .... of 1'-11' (If' "",. ,.,..., IMrla.
DROP MANHOLE DETAIL
C-3.DWG
DESIGNED BPI
"
~.~~:).~~~
SprIngIine of Pipe '" ~ ~~ ~ ~ t "YoteriaI
~~~"rwaa. ~~~ ~~ -~&.x~~
Pipe Bel ~- Class . Bedding
t- (lee~)
t--BocIdiII
I
QJJ
Subgrude
Subgrude
Unden:ut TI8IlCh
Non-Unden:ut TI8IlCh
TYPICAL DET All..
----- --- ---~----
TRENClllN(j,PIPEBEI)I)ING,]!AJXFILLING_ &JXlMP ACTING
NOTES:
1. Dimension Be .. Pipe 0.0.
DimenlIion Bel .. Trench Width at Top cf Pipe
Yaximum Bel .. Be + YJ-
Wnimum Bel .. Yoximum Dimension cf Bel + 8- (lJn8heeted T~)
.. Yininum DimenlIion cf Bel + 12-1Sheeted TIIllCh)
2. RerncMI Unsuitable or Ullltable YateriaI, 01 determined Iw Florida Water SeMces. Encountered
Below the TI8IlCh Bottom~Required to Produce a SuifabIe Foundation. Fumillh. Place and
Compact Foundation 08
J. FII1II8h, Place and Compact BeddIng. Haunching, Cover YateriaI and BacIcfiII 08 epeclfIed.
.. Pipe beclcing: Select Common FIt Compacted to 951 cf IIoximum Density 08 per MSHTO T-180.
S. TI8IlCh 8ackfiII: Common FI Compacted to 951 of Yaximurn Density III per MSHTO T-180.
6. u.. cf Closs I BeddIng to be DetIrmIned In FleId by FIorfcIa Water ServIces.
PIPE BEDDING + TRENCHING DETAIL
- - -.....
~=/7
/ Manhole FlT1me and Cover
(Type os shown in Schedule)
,1
.;;; - -. -- L 7- Nominal,
\0r. ,;--::"x.
2'-0-
Concentric Cone
Only
IL-
v-.J() Mil Coal Tar Epoxy
V Uned Interior (Per
SpecIflcotJons)
. IL
1\-'6 Mil Coal Tar Epoxy
Exterior to Finished
Grode (Per SpecHlcotJons)
~
,
~
Out.idtl wall_!}
Pre-Primed Joint
SurfacJJs
Joint Sum Pre-Molded PlastIc
Joint S<<1ler
~ -lfItIIde Wall
-,
A
Out1lide Wall - - Y -IMide Wall
w
See Joint,
Detail \ r.
(W~
~
Completed ,
Joint with ..... _
SqutltlZe
Out
~
~
JOINT DET All..
PRECAST SECTIONS
_ 8' I-
~
V Precast Reinforced
~ ConcnIte Manhole
Sections
I L (Per Speclfit:otltJM)
TlT1we1-Finlshed Concrete_
8encIJlng R.qulred r-- r-
""",'I-:
h
.
CIQ
vNi=,E:
n r 1/2 Pipe DIameter
6-' -+
I- Foundation
'-..~stablllzation .."""
Required by EnglflHr
. \ I ,
/4 Bo,. . 9- Y f t:.or
O.C. Each Way
R.urr _ III
(,.. III
NOTES:
1. Tops Of Manhole FIT1/rtt1 And
And CoVtltlr Sholl Be Set To
The Finished Roadway Elevation,
Finished GlT1de Or As other-
wIn Noted.
2. No PenMJr)t/ng Holes 'f'htT1ugh
MtmhoitIII.
Sauore Cwt-ln-PIace
ConcnIte Base
6' 6'
UTlJTY
~,~~....~~,=5
~:--~.. ---.:t:.... '.'~'!':'~-:"-" \. ~.:. -. ..::: ,.4It .:..~(.. ,'.".:'-::1
I Ilr-O" I 10'-0" 1
I.':" .:..i '"i,;,
.':' ,~
~: sr.
...'~. -
..,.... ..... \0
...# 4 BARS (TYP)
SECTION A-A
A..J
BDI:
USE FNCASEMENT WHERE
VERTICAL CLEARANCE BETWEEN
WATER MAIN AND SEWER IS
LESS THAN 18"
10'-0'
10'-0"
I
no
FORCE MAIN
qJ
WATER MAIN
1
~~ N
on
QJ)
TYP. FORCE MAIN & WATER MAIN CROSSING
~.---- - -- -
PROPOSFJ>
I.TI1LITY
HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS
. SANITARY SEWER
POTABLE WATER RECl.AIMFJ)WArnR (GRAVITY &F.M,) STORMSEWER ACCFPfABLE
HORIZ. VERT. HORlZ. VERT. HORIZ. VERT. HORlZ. VERT. VARIANCES
5'C/C
3'0/0
POTABLE
WArnR
IlrlW
18'
10' 0,Al
18"
.
REa..AIMED 5'C/C 18'
WArnR 3'0/0
SANITARY lr 0,() 18' 5' C/C
SEWER 3' 0/0
5'C/C
3'0/0
18"
SEE GENERAL
NOTES: NO.4
18"
JJaIES;
I. THE TABLERFPRESENTS TIffiMINIMUM SFPARATION REQUIREMENTS AS DESaUIlED IN FD.E.P.
RULfS OF TIffi FLORIDA ADMlNIS'IRATION CODE(F AC.). TIIESE SFPARATION REQUIREMENTS
SHAll APPLY BETWEEN NEWLY PROPOSED I.TI1LITY LINES AND EXISTING OR PROPOSED
UTILITY LINES,
.
2. R>R THE PURPOSE OF TIllS TABLE RECLAIMED WATER SHALL MEAN UNRESTRICfED PUBUC
ACCFSS REUSE W ATIlR AS DEFINED BY F AC. 62'()1O arHER TYPES OF RECUIMED
W ATIlR ARE CONSIDERED RAW SEWAGE AND SEPARATIONS USTED FOR SANITARY SEWER
SHAll.. APPLY.
3. ALL SEPARATION DISTANCFS ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS
arHERWlSE SPECIFIED, CRITERION PRODUCING GRFATER CLEARANCE SHALL BE USED.
tf:)C - DENOTES CENTER OF PIPE TO CENTER OF PIPE.
~/O - DENO'ffiS OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
4. A<XEPTABLEVARlANCES:
A. WHERE HORIZONTAL SEPARATION IS NOT A lTAINABlH, DUCTILE IRON PIPE OR CONCRETE
ENCASEMENT MUST BE USED FOR AT LEAST ONE OF 1lIE PIPES. DUCI1LE IRON OR
CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED.
B, WHFRE 18' MINIMUM VERTICAL SEPARATION IS NOT FEASIBLE AT CROSSING, USE ONE
FUlL LENGlH OF DUCTILE IRON OR ENCASED PIPE CEN'IEREJ) AT TIffi POINT OF
CROSSING SPECIAL SUPPORT MAY BE REQUIRED.
C, IF 36" MINIMUM DfPI1I OF COVER IS NOT MAINTAINED, SPECIAL PR0TECl10N OR PIPE
MATERIAL UPGRADE MAY BE REQUIRED PER FLORIDA W ATIlR SERVICES' ENGINEERING.
5. NO WATER PIPE SHAll.. PASS lHROUGH OR COME IN CONTACfwml
ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTIJRE.
IUTlLITY SEPARATION DETAIL
Manhole structure J
I' f:Pock Annular
Spoce 8etwHn
\~ s..r Pipe cI' Boot
\ .. with Non-Shrlnlk
f . . Grout
f'.'-- Internal Clamp
stain'- Sf.er../h'" RIng
Band Clomp I I
Fitlxlb/e Boot r 1-
Connector ,
MANHOLE CONNECTION DETAIL
~ : r8elI-Cnd Pipe PIeces
1-1 '"" (Typlcol)
~I!I
I
!"",=
PrrIctnt Manhole
""'.L....
::---.., """'-
'J1t/ ~
'1lC/ J)
~Fitlxib/tl Boot
F'"""F'""" Connectw.
~; (s.. o.ldI AbowI))
Jo-i
11"""I"
Round Precost Concrete Ban
Integf't11 with Battom RIng
SDuore eo.t...Jlfi-PIoce '-' ~ound Precost ConcnIte be
........ InteglT1l with Bottom RIng
TYPICAL MANHOLE PLAN
PRECAST CONCRETE MANHOLE
(CONCENTRIC)
STANDARD MANHOLE DETAIL (TYPE I)
I ~ E'ASEMENT, PROPERlY
V OF RIGHT OF WAY
Ra. a: COYER FlUSH
w"""""'''''''\
fi:.: ~..ill ~ :J1
METER IK)X
J/4- CRUStED ROCK
PRCM)[ CWN-OUT
ON SEYO lATERALS ~
AT l1Tl/IY fASalEHTSl ..........
UIITS SEE PlANS
S'
11~A8lE P.V.c.
1/ 1HRE'ADED PLUG
/ /NON-PAVED N9S
Y -rill'
_ -TO BE RAISED BY PUIIIER TO
~ FIW. CONFIGURA'OOH AT
lIE OF LOT IFt'El.OPIDT
~JM YAGNETK: w.RKER
....... RISER 6- P.V.C.
OR AS onERWISE 9I)WN
y/45"BEND
SEE BRANCH ~
r.. ..
,
\6- ~~
CLEANOUT DETAIL
I. Il WeI1/J k AssodIl/cs, lHC.
DRAWN .--
CHECK JEIIi
~ a WEBB. P.E.
PROJECT ENGINEER
NO.
DATE
BY
APPR'D.
REVISIONS
APPROVED FOR CONSTRUCTION
~ B. WEBB &c ASSOCI A TES, INC.
~~t!.V~ A-I. lAY
V~. PROF. ENGR. FlORIDA / DATE
~
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
~4 - s. S.BOLTS REQD.
(FOR TYPE 'A-I" MANHOLE
FRAME & COVER)
~(7- ~~
~ ~
'ft~ltJ 0 0 0 0 0 -rs~~
"'ooooooo~
onnnnnnro
,.IJ 0 SANITARY 0 ....
1: 0 SEWER 0
~~ [] [] 00 OO1JO
\.~ 000000
~
..... 4 - S. S. BOLTS REQD.
(FOR TYPE "B-1' MANHOLE
FRAME & COVFR
t.-""
....
ooooorn
~oo::ooo
nnnnnn,
o SANITARY J 0
o SEWER J 0
oooPo~oo
~ ~~ 0 0 0
""~ 0 0
~
-
RAISFD I)fl" LE1TERS
fUJSH wrm TOP OF COVFR
TYPE "A" MANHOLE FRAME
AND COVER
TYPE liB" MANHOLE FRAME
AND COVER
(WITHOlTf SS BOLTS)
25 3/4'
(WITHOUf SS BOLTS)
25 3/4"
...... " t
/J "--FLATG~ L.;U
~.~ -;t-:
24"
24"
351fl'
TYPE "A" SECTION
321fl"
TYPE "B" SECfION
NOTES:
I. TYPE "A- I" & "B-1' BOLTED W A TERTIGIIT RING AND COVFR; US RXlNDRY NO. 227-AS-BWf
(TYPE"A-I") & NO. I 295-AS-BWf (TYPE "B-1") OR APPROVED EQUAL.
2, TYPE "A' & "B" NON-BOLTED WATPRTIGIIT RING & COVER US POUNDRYNO. 227-AS-ORS
(TYPE 'A") & NO. I 295-AS-ORS (TYPE "B") OR APPROVED F,QUAL.
3. MANHOLl! COVERS ARE TO LABELED AS SHOWN ABOVE.
MANHOLE FRAME + COVER
nshine
ommunities
-
TYSKAWILLA TRAILS
PHASE II
"...0
- ,,;;r- .....-
happy lifestyle
-
:I: 120'-0-
-
1-0-
1YPICAl. unUTY
VARIES
0.0. (TYP. UTIlITY)
1'-6-
,""'{.
\..J
I ,f- 20'-0-
CENTERED ON l1TUTY
TYPICAL CONFUCT RESOLUTION BY DEFLECTION
PROPOSED unUTY
y
;.,
ff)
I
-
.
..
-
(
o
-
.-
..
-
-
.
.
I"
:i: 20'-0-
CENTERED ON l1Tl/IY
-
..
--.--.
--I
TYPICAL CONFUCT RESOLUTION BY FITTINGS
J' -0- I
I
I
.
o
I
;.,
J
o
TYPICAL CONFLICT RESOLUTION BY DEFLECTION AND FITTINGS
2- 0.1. VENT PIPE
(W / SCREEN MESH
OPENING)
FINISHED
GRADE
4' x 4' PRECAST
CONCRm VAULT
4- MAX.
CAST IRON FRAME
AND COVER WITH
()' I\. ~ ACCESS UD.
~ ~I---_GROUT
~IV J1..BRASS ST. ELL
. ~".%~
00 " " :. :' ~).....y/!-
,,"\.,; / I. / 1.",,< ,
C/:- PO /j:-2- VN..VE (lYP.)
" " .- 2- PORT WITH
~' THREADED PLUG
~ ..: -; - CUT OUT FOR FORCE
/. · MAIN OR WATER MAIN
, , " AS REQUIRED
~-SEE NOTE 2
. .!-
<.> ~ - SERVICE SADDLE
~ , . BRASS / I.P. THREAD
~ 36- SQ.
j ~ 17-1/4-
:!r~/IZ~~
~4~r-v:T
.... 7/ /, '/1.. '/
PREMOLDED PLASTIC ./ "": '.
JOINT FIlLER ------- , "
5- WALLS (MIN.) · ,
PIPE PLUG (TYP.),',
2- NIPPLE <
2- GATE ! :
VN..VE . ' ,
"
2- NIPPLE
~
FITTINGS AND
PIPE FOR
A.R.V. SHALL
BE BRASS
7
-. / ~
J
-'..,'~~7
....,.,.,',~~~
-'. .:': ~.: :' .,
~ ,'..' ".......,
,. ~.::,.,
'8ln ~.~
6- I
. ,
.~. ..,
BEDDING ROCK
I
BRASS BALL VN..VE 8- x 16- REINFORCED
Nq!'@ CONCRm FOOTING.
1. ABOVE DETAIL IS BASED ON 2- COMBINATION AIR RELEASE/VACUUM REUEF VN..VE.
CHANGE PIPE AND FTTTINGS ACCORDINGLY
FOR OTHER VN..VE SIZES AND TYPES. VN..VE SIZES TO BE
DmRMINED BY THE ENGINEER AND APPROVED BY FLORIDA
.' WATER SERVICES PRIOR TO INSTALlATION.
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED
GRADE SHALL BE 4.0 FEET.
3. BERMAO 0-020. ARI-COMBO AIR RELEASE/VACUUM REUEF VN..VE.
OR APPROVED EQUN.. REQUIRED.
AIR/VACUUM RELEASE VALVE
WASTEWATER SYSTEM DETAILS
DATE
JAN., 2002
SCAlE
N,T,S,
ENGR'S. PROJECT
S21-01.1
SHEET
OF 15
C-14
..
..
....
C-3.DWG
NO.
DAlE
,'/
, 1~()" "
"", '
',' - ',,'
',"" .. /'.. ,',' '_/./, ' .
/ - '.. ~ > "
,,-/~- ',," /
,...." ,/ ,-' /' .'
1" WATER SERVICE
10' WIDE STABILIZED
ACCESS ROAD
SWING GATE
YARD HYDRANT
/
/
/
/
I
I
r
I
I
I
I
I
I
------
-
---
WATER METER
I
I
/' ,
--
--
----- Ss
/ // " .'
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
CONTROL PANEL
...
o
,..,.,
6' WET WELL
VALVE VAULT
A~
d
.
4" ROCK BEDDING
CHAIN LINK
FENCE
~
30'
,
PUMP STATION SITE PLAN
N.T.S.
GENERAL NOTES:
1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR
ENAMEL PAINT.
2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE
AND OUT. (TWO COATS, 9 MILS EACH.)
3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC.
4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE
SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE
AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER
PIPE SIZES.
5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN.
6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE
VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR
NON-SHRINK GROUT.
7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN
WET WELL. ALL ELECTRICAL CABLES SHALL BE CONTINUOUS TO CONTROL PANEL.
8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S.
HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER
AND APPROVED BY THE ENGINEER.
9. FLEXIBLE COUPLING SHALL BE SLEEVE lYPE.
10. PUMPS SHALL BE:
MANUFACTURER: ____; MODEL: __; IMP: ___,DIR:__,
MM, SPEED: ____RPM; DISCHARGE SIZE: __ IN.; VOLTAGE: ---;
HZ.: __; PHASE: _; H.P.: ___
11. OPERATING CONDITIONS SHALL BE _ GPM AT _ FEET TDH.
12. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL.
13. CONTRACTOR MAY INSTALL A .p. TRAP BElWEEN THE VALVE VAULT AND
WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN.
REVISIONS
BY
APPR'D.
DESIGNED BFV
DRAWN i._
CHECK JEIII
JC>>t4 a WEBB. P.E.
PRo.ECT ENGINEER
APPROVED FOR CONSTRUCTION
JOHN B. WEBB Ie ASSOCIATES, INC.
tJVAA4-
FLORIDA
,.'-r,/-,Y
/
..
I.LI
o
c
I.LI
J
MIN. 18 LF. D.I.
88
t MIN
H
88
VN.VE VAULT
.
CAPPED NIPPLE AND VN.VE
FOR PRESSURE GUAGE. (TYP.)
PYC FORCE MAIN
'1,
OUTUNE OF ACCESS OPENING
CABLE HOLDER
FLEXIBLE
COUPUNGS
(TYP. )
PLUG VN.VE
EMERGENCY PUMP
CONNECTION
G
F
PLAN VIEW
N.T.S.
48 0.1. VENT WITH VENT CAP
N.UUINUM ACCESS HATCH W / LOCKSET
AND RECESSED HANDLE.
~ B
~
ALUMINUM ACCESS HATC~ wI LOCKSF;T
AND RECESSED HANDLE (SE( NOTE 8)
RISER W/ rAM LOCK QUICK COUPUNG AND CAP.
STANDARD FlANGED TEE
38
POWER CABLE
2" DIA. SCH. 40
STAINLESS STEEL
'PIPE
MIN. 3/88 HEAVY DUlY
STAlNl1SS STEEL
UFTlNG CHAIN.
~-~
24 VOLT FLOAT UQUID
lEVEl CONTROLS
.
U)
I
i'-
-$ ELEV. T
101m H. We/Jb It Assodtr/es, lHe.
CIVIL , ENVIRONMENTAL CONSUL TING ENGINEERS
WINTER PARK, FLORIDA
"
EXIST. GRADE
~
PLUG VN.VE w/ LEVER OPERATOR
.
ClO
....
,
,".
6
"
.
&t)
~
A
~z
.... :::IE DUCTILE IRON PIPE
,', '~' ,', " :' :',' ,,'e,'.' :~, " , =r 78 (RESTRAINED JOINT)
2 - · 4 BARS
CHECK VALVE (SPRING '" LEVER TYPE)
GALVANIZED IJNN 38 FLOOR
DRAIN WITH P TRAP OR INTEGRAl..
8p8 TRAP TRAP. SLOPE OUTLET PIPE
1/28 PER FOOT. SEE NOTE 13.
,
PYC FORCE MAIN
PUMPING DIMENSIONS ELEV. AT
STATIONS CONST.
DIM A 88
DIM B 6'-0.
DIM C .
DIM 0 *
DIM E *
DIM F *
DIM G *
DIM H 6'-0.
DIM J 13' -0.
DIM K 4'-8.
ELEV T
ELEV U
ELEV V
ELEV W
ELEV X
ELEV Y
ELEV Z
, "
,6
ELEV. Z
~i
II
Ii:
.
SHOWN ROTATED 90 DEG.
FrR QAARY. 3
MIN. 18 LF. 0.1.
HIGH LEVEL ALARM
lAG PUMP ON
ELEV. W
.,
I.[,6J) PUMP ON
ELEV. V
"
, 6
1'-68
BOTH PUMPS OFF
ELEV. U
, 6 ,
. : ~. .'
. :: : . .~. ... '.: .' ~.. '. ~
,.,~,', ;,.' :',~ ~:~'"
.
('oj
~ '
'. . . ., '. ... ~.
,',~".',6:'
8 Z
Q) -
:::E
GRAVEL
*6 -~2 O.C. E.W.
38
I 98 I
~
MIN. 3/4 DIA. x 118 STAINLESS
STEEL ANCHOR BOLTS TO EXTEND
78 INTO BASE.
SECTION VIEW
NJ.S.
.
ClO
o *
*
~
c
.
ClO
r
· PER PUMP MANUFACTURERS REQUIREMENT
PLAN STATION DETAILS
PLANS, SECTIONS, AND DETAILS
TYSKAWILLA TRAILS
PHASE II
LIFT STATION DETAIL
-
- -
.....0 happy lifeSfyte"~
DATE
JAN., 2002
SCALE
N. T.8.
ENGR'S. PROJECT
821-01.1
SHEET
OF 15
C-15