HomeMy WebLinkAbout1997 02 10 Regular Item D
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COMMISSION AGENDA
ITEM
D
REGULAR X
CONSENT
INFORMATIONAL
February 10. 1997
Meeting
MGRIJtI";;EPT.(5?
Authorization
REQUEST: Land Development Division requesting Commission approval of the Final
Engineering for St. Johns Landing (formerly known as Lake Jesup Property),
PURPOSE: The purpose of this Board Item is to approve the Final Engineering for St. Johns
Landing, a proposed thirty-one (31) lot, private subdivision. The property is
located at the northeast terminus of Tuskawilla Road.
APPLICABLE CODE:
Section 9-71. When a final development plan is to be filed; extension.
(a) The final development plan including engineering and plat for all or a
portion of the area covered by the preliminary plan shall be submitted
within one (1) year of the date of approval of the preliminary plan;
otherwise, such preliminary approval will automatically become null and
void unless the City Commission grants a specific extension of time.
Section 9-72. Processing of final plans.
Processing of final plans shall be as follows:
(1.) City Planner.
(2.) City Engineer.
(3.) Staff Review,
February 10, 1997
Regular Agenda Item
Page 2
(4) Only if significant changes, alterations or modifications have been made to the
final plans which would cause to be construed at the time of staff review that a
substantial difference between the final and the preliminary plans now exists, plans
must then be sent to planning and zoning for further review. If no substantial
difference between the preliminary and final plans exists, this step in the process
will not be required,
(5) City Commission,
Section 9-73. Form and contents of final development plan.
(a) The final development plan and plat shaIl conform substantiaIly to the approved
preliminary plan as approve and shaIl include all conditional requirements specified
by the city commission on any conditional approval of the preliminary plan. The
subdivider may propose only a portion of the area of an approved preliminary plan
for final development should that be desired, Whenever developing only a portion
of an approved preliminary plan, that portion being developed must be engineered
so that section is not dependent upon further development to ensure adequate
drainage, sewerage, water and other improvements,
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems,
(2) Sanitary sewer.
(3) Drainage and stormwater management facilities including underdrains.
(4) Bulkheads.
(5) Excavation and fiIl,
(6) Sidewalks, bicycle paths, and bridle paths,
February 10,1997
Regular Agenda Item
Page 3
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains, In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of the swale (or bottom of road base where curb and gutter is
used), underdrains shall be required,
(8) Soils exploration. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-appointed soils
engineering and testing firm. The soils explorations work shall include as a
mInImum:
a. Results of borings located by survey at suitable intervals along the
proposed roadways; classification and properties of soils encountered; and
groundwater elevation to United States Geological Survey datum found
subsequent to making the borings. The evaluation of the results and
recommendations by the soils firm shall include as a minimum:
Recommendations on the type of base construction; projected high-water
elevation to United States Geological Survey datum along the proposed
roadways, need, design, size, location, depth and details of under drains;
and a recommendation on the elevation of street grades including depth of
cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and specifications
submitted for review.
(b) If during construction of improvements, the city determines in the field
that soils and/or groundwater conditions are found to be different than
shown in the data submitted with final development and engineering plans,
or there is question about adequacy of the approved plans caused by
conditions found in the field, the city shall have the right to require
modification of the previously approved design plans including, but not
limited to modification of street grades and/or installation of additional
February 10, ]997
Regular Agenda Item
Page 4
underdrains, use of soil cement base course, or other modifications.
(9) Lot grading. At the time final engineering plans are submitted, lot grading and
drainage plans shall be submitted for review and approval. The plans shall show
minimum floor elevations for all homes, existing topography, grading of all lots,
and any drainage improvements proposed or required on the lots. The lot grading
and drainage plans shall show the lot lines, existing topography (one-foot contour
intervals), and proposed lot filling, grading and drainage at a scale of one (1) inch
is equal to one hundred (100) feet (or larger) in general accordance with FHA
standards for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water groundwater
elevation on the lots, and adequacy of the lot grading and drainage plans,
(10) Street lighting plan, demonstrating power company participation.
(11) Landscaping plans. Where site is commercial, industrial, or multifamily in
nature, landscaping plans shall be presented along with the final development
plans, unless specifically waived by the staff at the time of processing the
preliminary plan.
Section 9-74. Action on final development plan; expiration of approval.
(a) If the developer elects to request approval of a final development plan
separately and prior to approval to record the plat of that development, the city
commission may approve such final development plan if the plan is in substantial
conformity with the approved preliminary plan or a subsequently approved
modification to the preliminary plan. The final development plan may be approved
ifit complies with all relevant regulations included in this chapter, Approval of the
plan shall be subject to fulfillment of all conditions specified by the city staff and
sanctioned by the city commission.""
February 10, 1997
Regular Agenda Item
Page 5
CHRONOLOGY:
June 24, ] 996
- City Commission approved Preliminary Engineering
August 6, 1996
- Final Engineering Plans submitted to the City for review
January 15, 1997
- Staff Review
FINDINGS:
1, There were no significant changes, alterations or modifications made to the final
engineering plans, Therefore, further review by the planning and zoning board is not
required.
2. The final engineering conforms substantially to the approved preliminary engineering,
3, The Staff has found this project to be in general compliance with Code requirements,
4. The developer has chosen to request approval offinal engineering separately and prior
to approval to record the plat of this development and the City Commission may approve
the final engineering if the engineering is is in substantial conformity with the approved
preliminary engineering,
5. Comments numbered I and 2 in the City Engineer letter dated January 3, 1997 have
been satisfied,
6. Seminole County is the governing authority on the improvements to be made on
Tuskawilla Road. Seminole County has approved the Tuskawilla Road improvements
with the following three (3) caveats: 1) dedication of additional right of way for
Tuskawilla Road; 2) sidewalk installation along project frontage, south of entrance, but no
sidewalks north of the entrance or along Tuskawilla Road south of the project. The
remaining sections of sidewalk will be installed along Tuskawilla Road as development
February 10, 1997
Regular Agenda Item
Page 6
occurs; and, 3) requiring ribbon curb along the edge of pavement in conjuction with
Tuskawilla Road improvements,
7, Because the paving of Tuskawilla Road will be one of the last things done in the
development of the project, the developer is responsible for the upkeep ofTuskawilla
Road during the construction phase of the project.
CONCLUSION:
The Staff has found this project to be in general compliance with applicable code
requirements,
RECOMMENDA TION:
It is recommended that the City Commission approve, the final engineering for St. Johns
Landing with the following caveats:
1) adherence to the Seminole County letters dated December 17, 1996 and January 10,
1997;
2) adherence to the Staff comments included in the Staff Review Minutes of January 15,
1997; and,
3) the continual upkeep of Tuskawilla Road during project construction,
Further, the developer has requested that plat approval be at a later date,
ATTACHMENTS:
June 24, 1996 - Commission Meeting Minutes
December 17, 1996 - Seminole County Government Letter
February 10, 1997
Regular Agenda Item
Page 7
January 10, 1997
January 20, 1997
COMMISSION ACTION:
- Seminole County Government Letter
- Staff Review Minutes of January 15,1997 Meeting with
attached Staff comments
- Final Engineering Plans
- Landscape Plans
-
.
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Re2ular Meetin2 City Commission
June 24. 1996
96-97-20
Pa2:e 8
meeting on July 8, 1996, asked if the City will be missing the "window"? Manager McLemore said
we may be missing that "window" but whatever is put on the record on July 8, 1996 can be made part
of the record before the Planning Commission and said he is not concerned with that.
Motion was made by Commissioner Conniff to accept the Informational agenda. Seconded
by Commissioner Langellotti. Discussion. Vote: Commissioner Langellotti: aye; Commissioner
Gennell: aye; Commissioner Conniff: aye. Motion passes.
REGULAR AGENDA
Land Management Division
A. Requesting Commission approval of the Planning and Zoning Board recommendation for
approval of the Preliminary Engineering/Final Development Plan for Lake Jesup Property. The
developer has requested and the Planning and Zoning Board has recommended approval for a
reduction in density from one hundred sixty-six (166) multi-family units to thirty-one (31) single
family units. PURPOSE: to approve the Preliminary EngineeringlFinal Development Plan for the
Lake Jesup Property, In conjunction with this action, the developer has requested a reduction in
density from one hundred sixty-six (166) multi-family units to thirty-one (31) single family units.
ACTION: i\l1r. LeBlanc stated that Staff has given their approval of this and the Planning and Zoning
Board has recommended approval.
Deputy Mayor Ferring asked lVlr. Morgan, environmentalist for the developer, about his inspections
of this site regarding his study of wildlife,
Deputy Mayor Ferring asked about the docks going 40' out into Lake Jesup, Mr, Morgan stated that
the regulatory agencies and the permitting agencies do not have a permit requirement for the docks;
and stated that he is not sure at this time what the design of the docks are, Charlie Madden, Madden
Engineering, stated he is not sure if the docks will remain as shown on the plans, it is just to show that
there will be docks and as far as the final design on where the docks are going he doesn't know at
this time. !vIr. Madden stated as far as the final engineering construction drawings, they don't permit
the construction of each dock, those will be permitted on an individual basis as they come through.
lVlotion was made by Commissioner Langellotti to approve the Preliminary Engineering/Final
Development Plan for Lake Jesup Properties and the Commission made findings of the fact
that this project: 1) is in substantial compliance with the intent and purpose of the PUD
district and the approved preliminary development plan; 2) is capable of existing as an
independent unit capable of crenting an environment of substantial desirability and stability;
and 3) that the existing and proposed utilities and transportation systems are adequate for the
populntion proposed. Seconded by Commissioner ConnitT. Discussion. Commissioner Gennell
asked if the streets will be private streets and will they have sidewalks. !vIr, LeBlanc stated that they
will be private streets and said 50' r-o-w's to City standards. Vote: Commissioner Gennell: aye;
Commissioner Langellotti: aye; Commissioner Conniff: aye. Motion passes.
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Seminofe Countr Government
Development Review Division 1101 East First St Sanford FL 32771 Telephone (407) 321-1130 Ext 7331 FAX (407) 330-9594
December 17, 1996
Don LeBlanc, Land Development Coordinator
City of Winter Springs
1126 East State Road 434
Winter Springs, Florida 32708
Re: St. Johns Landing Subdivision, Tuskawilla Road Improvements
Dear Mr. LeBlanc:
The road construction plans for the above referenced project have been reviewed and
approved by Seminole County, subject to minor revisions and dedication of additional
right of way for Tuskawilla Road.
The plans include sidewalk installation along project frontage, south of entrance. A
sidewalk north of entrance is not feasable due to the existing ditch. Sidewalks along the
remaining sections of Tuskawilla Road will be installed as development occurs.
Thank you for your coordination with the County for plan approval. We would request
continued coordination in the form of withholding approval of site work until a final
inspection and approval is completed by the County for the road improvements.
Should you have any questions concerning this matter, please contact me at the above
number, extension 7342.
Thank you again for your cooperation and assistance with this project.
Sincerely
SEMINOLE COUNTY
'M~6V~~/'
Thomas Radzai, Civil Engir&&
cc: Madden Engineering, Inc.
Terry Owens, Traffic Coordinator
file
Semino[~ County Government
Development Review Division 1101 East First St Sanford FL 32771 Telephone (407) 321-1130 Ext 7331 FAX (407) 330-9594
January 10, 1997
Mark Jenkins, City Engineer
City of Winter Springs
1126 East State Road 426
Winter Springs, Florida
32708
Re: North TuskawiIla Road, Saint Johns Landing Subdivision
Dear Mr. Jenkins:
Pursuant to our phone conversation of January 9, 1997, Seminole County is in
concurrence with your decision to require ribbon curb along the edge of pavement in
conjunction with the North Tuskawilla Road improvements.
Should you have any questions concerning this matter, please contact me at the above
nwnber, extension 7342. .
Sincerely
SEMINOLE COUNTY
,;
Thomas Radzai
Civil Engineer
cc: file
cc:. c. . M~l>~e.N
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JAN 1"5 1997
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<1 M WINTER SP/ftW,
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January 20, 1997
To: City Manager
Staff
I}
From: Land Development Coordinator
Re: Staff Review
St Johns Landing, Final Engineering
The above referenced was held on January 15, 1997. K. Wilkinson and C. Madden represented
the project. Staff members present were B. Dallas, A. Hill, M, Jenkins, D, LeBlanc and K.
Lockcuff,
Please see attached Staff comments,
The paving of Tuskawilla Road will probably be one of the last things done in the development of
this project. Therefore, the developer is responsible for the upkeep of Tuskawilla Road during
the construction phase of the project.
Impact fees apply for the project, as are arbor permits.
Moved by Lockcuff to recommend approval to the Commission of the project, contingent on
Staff comments - seconded by Jenkins. All voted aye.
Community Development
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327.1800
MEMORANDUM
TO:
FROM:
DATE:
RE:
Don LeBlanc, Land Management Specialist
Thomas, Grimms,' AICP Community Development coordinato~
January 15, 1997
st. Johns Landing
Engineering.
Jesup
Property)
Final
(Lake
I have no other concerns or recommendations on plans as presented
MEMORANDUM
TO:
Don LeBlanc, Land Management Specialist
Don W. Houck, Building Official g0~
FROM:
RE:
St. John's Landing
DATE:
January 15, 1997,.
1. Wheelchair curb ramps shall comply with Sectio~ 4.7 of the Florida Accessibility
Code.
DWH/alll
DWHlIandmana/0074
..,;
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327.1800
January 15, 1997
TO: Land Management Specialist,
Donald LeBlanc
FROM: City Engineer, . ~~
Mark L. Jenkins, P.E.
SUBJECT: st. Johns Landing, Perimeter Wall Design.
The perimeter wall design, by Foster, Conant & Associates,
seal date December 16, 1996, has been reviewed and found to meet
the 100 mph wind load requirements.
,Some column heights are shown to be 10-feet 2-inches. This is
not in compliance with the Land Development Code and will need City
Commission approval.
I am not opposed to this height for the column design, as we
have several subdivisions in the City with similar column heights
and it does meet wind load requirements.
If you have' any questions, please let'me know.
.-'
cc: City Manager
Building Official
Public Works/Utility Director
MEMO FOR RECORD
January 14, 1997
From: Don LeBlanc M
Land Development CoordinatoW
Re: Staff Review, Final Engineering
St. John's Landing
I have two (2) comments to offer at this time, and these are:
I) Has the City Engineer approved the wall design? If not, this approval will require
further action.
2) Because this is a private, gated subdivision, the requirements for the City to approve
the gate frequency is in effect.
1) ~~
/"
~ Ve V\ ~'^ \l. \1\ \ \t\. S
WINTER SPRINGS UTILITY I PUBLIC WORKS OEPARTMENT
January 14,1997
110 NORTH FLAMINGO AVENUE
WINTER SPRINGS. FLORIDA 32708
Telephone (407) 327-2669
Fax (407) 327-0942
TO:
Don LeBlanc, Land Management Specialist
Kipton Lockcuff, P.E., Utility Director IIY'
FROM:
RE:
Final Engineering for St. John's Landing
We have reviewed the final engineering for St. John's Landing which were signed and
sealed January 7, 1997. '
In light of the potential annexation of adjacent property and in order to minimize any
disruption to the entrance of this project, I request that the developer and consulting
engineer work with us to extend the sanitary sewer main outside of this project. This
will require negotiations with the adjacent property owner and can be accomplished
with a field change during construction.
The proposed Utility Easement on the Winter Springs High School property will have to
be conveyed prior to the DEP water certification.
Water and sewer capacity has not been reserved for this project but is available.
Reservation fees and a portion of the capacity charge are due at the time of DEP water
and sewer construction permit applications. This reservation fee is $256 per lot per
year and will continue to accrue until the DEP water and sewer certification is
approved. The capacity charge is $2,450 per lot of which $450 per lot is due at DEP
permitting. The $2,000 balance per lot is due prior to the building permit for each lot.
In order to process the DEP construction applications, please remit $21,886.00.
Prior to the completion of the DEP water and sewer certifications and acceptance by
the City, we require one set of as-built mylars, two sets of prints. and a Bill of Sale
containing a cost of improvements and two year warranty.
Arbor permits will be required for the site work and also for each lot.
We recommend approval of the final engineering for St. John's Landing with the
above stipulations.
File
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
January 3, 1997
Charles M. Madden, P.E.
Madden Engineering, Inc.
431 E. Horatio Avenue, Suite 260
Maitland, FL 32751
RE: Final Engineering Review - st. John's Landing (aka Lake Jesup
Property) Submittal Seal Date December 18, 1996.
Dear Charley:
The revised Final Engineering plans were received December 19,
1996, and were found to be in general compliance with- the Land
Development Code. The subject Final Engineering is acceptable and
is recommended to be presented to the City Commission for approval,
with the following provisions:
1. Please add sheet 9~, roadway underdrair.s, to the sheet index
on the front page.
2. A ribbon curb, along the outside edge of the pavement of North
Tuscawilla Road, will be required and needs to be shown on the
engineering plans. This was coordinated with Torn Radzi, of
Seminole County, and he will support this request. Please add
the ribbon curb to the plans.
3. Please notify me as to when your preconstruction meeting with
Seminole County is scheduled so that I may attend.
If you have any questions, please give me a call at 327-8397.
~v4-~
Mark L. Jenkins, ~~
City Engineer
cc: City Manager
Land Management Specialist
Public Works/Utility Director
Charles Madden FAX# 629-8336
Tom Radzi, Seminole County, FAX# 330-9594
FIRE DEPARTMENT
102 NORTH MOSS ROAD
WINTER SPRINGS, FLORIDA 32708
TELEPHONE (407) 327-2332
FIRE AND
RESCUE
SERVICES
MEMORANDUM
To:
From:
Date:
Subject:
Donald LeBlanc, Land Management ~pecialist ~ .
Timothy J. Lallathin, Fire Chief ~~ I t^~
December 4, 1996
St. John's Landing (Lake Jesup Property)
Revised Final Engineering
The Fire Department has reviewed the plans on the above referenced development as
submitted on November 26, 1996. The Department has no objections to the plans as
submitted all previous comments have been incorporated into the submittal.
No additional comments are required at this time.
cc: Deputy Chief O'Brien
j
./~
Don LeBlanc, Land Management Specialist
FROM: Glenn Tolleson, Operations Bureau Commander
DATE: August 21, 1996
SUBJ: Staff Review st. John's Landing, and The Oaks
Subdivision.
I have received the memo and inspected both st. John's Landing, and
The Oaks Subdivision and have the following comments;
st. John's Landing;
1. The entrance gate must have transmitter and keypad for entry
of emergency vehicles.
The Oaks SUbdivision;
1. I have no other comments.
.,/~
L" {~
Captain Glenn Tolleson
Bureau Commander
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Landscape Architecture & Site lPllalrurumg
.455 South Orange Avenue. Suite 501 Orlando, Florida, 32801
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Phone: 4lJ7164.8-222i ... Fax: 407/ 643-0175
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i
CONSTRUCTION PLANS
FOR
II
SECTION 31 , TOWNSHP 20 SOUTH, RANGE 31 EAST
CITY 'OF WINTER SPRINGS, FLORIDA.
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:,';A
INDEX OF SHEETS
":
1.
2.
3.
COVER
SYMBOLS & ABBREVIATIONS
GENERAL NOTES
EXISTING FEATURES MAP
MASTER SITE PLAN
SITE PLAN
UTILITY PLAN
OFFSITE UTILITY PLAN
PAVING AND GRADING PLAN
UNDERDRAIN &. WALL LAY-OUi
PLAN AND PROFILES
OFFSITE PLAN AND PROFILES
OFFSITE CROSS SECTIONS
CONSTRUCTION DETAILS
;
CITY OF WINTER SPRINGS DETAIlS
LIFT STATION DETAILS
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FOR
..
RICHLAND TWSCAWILLA, LTD.
4830 w. KENNYP~,STE. 740
TAMeA; ~RIDA 33609.
/Ji~"PH (813) 286-4140
CI VIL EN GIN E E R S
431 E. HORATIO AVENUE, SUITE 260
MAITLAND, ,FLORIDA 32751
PHONE (407) 629-8330
FAX (407) 629-8336
& NOTE:
CONlRACTORSHAU..PAY FOR,AN[) oeTAIN A SEMINOLE COUNTY RIGHT-Or-WAY
PER~"'MO/f:1It UNlERGROUHO UllUTY PERMtT AND HOLD A PRE-CONSTRUCTION
CONFERENCE' BEFORl STARTING WORK. CONTACT JACKIE LARACUENTE. ROAD -
Of VISION. (407) 32J...2500 EXTENSIoN: SM9 FOR INFORMA TlON ON SETTING YOUR
PRE-COHSTRUCllONpNEE'TING, ISSUANa: OF COUNTY PERMITS AND OTHER REQUIREMENTS.
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VICINITY' MAP
$ANF"ORD
MUNICIPAL
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CFl.f
CFS
CckG
CI
CIP
CJ
C/L
CLP
ClR
ClS
CM
CMP
CMPA
CND
CO.
CO
Ct>l
COMP
CONe
CONN
CONST
CONT
COORD
COR
CPLG
CPP
CS
CTG
eTR
CTV
CUlV
CY
ell.
.D
DBl
DEG OR .
DEFL
DEPT
OET
OHM..
()1
DlA
OtAG
I)iW
DIP
DtSCH
DIST
DMH
ON
DRN
DWG
DWY
E
E
EA
EC
ED
IT
EFF
EG
Ell
ELB
ELEC
mv
EWP
ENC
ENe
EOP
EQ
EQUIP
EQUIV
ESMT
EST
EW
E"'-
EXC
EXIST
EXP
EXT
AREA
ANCHOR BOLT
ABANDON(ED )
ACRE(S)
ACRE FOOT/FEET
ASBESTOS CEMENT PIPE
ADDITIONAL
AVERAGE DAILY TRAFFIC
ALUMINUM
Al TERN A TE
BEFORE NOON
AMPERE(S)
APPROXIMA TE
AIR RELEASE VALVE
AIR RELEASE VACUUM VAlVE
ASPHAL T
ASSEMBL Y
AVENUE
AVERAGE
AZIMUTH
BACK flOW PREVENTER
BASEUNE .
BUILDING
BOULEVARD
BENCH MARK
BOUNDARY
BLOWOFF
BACK Of CURB
BonOM
BEARING
BOTTOM OF SLOPE
BUTTERFL Y VALVE
CAPACITY
CATCH BASIN
CENTER TO CENTER
CEMENT
CUBIC FEET
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CURB AND GUTTER
CAST IRON
CAST IRON PIPE
CONSTRUCTION ~NT
CENTER LINE
CONCRETE LIGHT POLE
ClEAR/ClEARANCE
CLASS
CONCRETE MONUMENT
CORRUGA TED METAL PIPE
CORRUGA TED METAL PIPE ARCH
CONDUIT
COUNTY
ClEANOUT
COLUMN
COMPLETE
CONCRETE
CONNECTION
CONSTRUCT(ION)
CONTINUOUS
COORDINA TE(S)
CORNER
COUPLING
CONCRETE POWER POLE
CONlROl. STRUCllJRE
COAlIHG
CENTER
CABLE TELEVISION
CULVERT
CUBIC YARD
CYliNDER
DOUBlE
DEGREE
OEFLECT(ION)
DEPARn.tENT
DET AlL
DESIGN HtOH WATER LEVEL
DUCTIlE IRON
DIAMETER
DIAGONAL
DIMENSION
DUCTILE IRON PIPE
DISCHARGE
DtST ANCE
DROP MANHOLE
DOWN
DRAIN
DRAVANG
DRlVEWA Y
EAST
EACH
EDGE OF CONCRETE
ENERGY DISSlP A TOR
EACH FACE
EmUENT
EXISTlNG GRADE
EASEMENT LINE
ELBOW
ElECTRIC
ElEVATION
ElUPSE!EWPTlCAL
ENCASEMENT
ENGlNEER(tNG)
EDGE Of PAVEMENT
EQUAL!EOUA TION
EQUIPMENT
EQUIVALENT
EASEMENT
ESTlMA TE
EACH WAY
[NDWALL
EXCA VA TE!EXCA VA TION
EXISTING
EXP AND /EXP ANSION
EXTEND /EXTENSION
ABBREVIATIONS
F
F&C
FO
FDN
FOOT
FF
FG
FH
F&I
FIG
FIN
FIT
FL
FLR
FLEX
FLG
FM
FND
FPH
FPM
FPS
FT
FTG
G
GA
GAL
GALV
GM
GPO
GPH
GPM
GPS
GR
GRD
GSP
GV
GV&B
GW
GWT
H
HB
HOPE
HOW
HORIZ
HP
HR
HT
HW
HWL
HWY
HYO
I
1-4
IA
10
IF
IN
INl
INS
INST
IP
IR
INT
INV
JB
JCT
JST
JT
L
LAT
LATl
LB
LF
LG
L1M
LP
LONG
LT
LWl.
II
MAINT
MATl
MAX
MECH
ME
MFR
MGO
MH
MHC
MHWL
MIN
MISC
MJ
MLP
MLWL
MON
MPH
MSl
MTG
N
NAWTH
N
NA
N&C
NE
NG
NIC
NO OR *
NOM
NTS
NW
NWL
o
OC
00
OE
OPNG
OPP
ORCP
OS
ovn
OVHD
fRAME AND COVER
FLOOR DRAIN
FOUNDA TlON
FLORIDA DEPARTMENT
OF TRANSPORTATION
FINISHED FLOOR
FINISHED GRADE
FIRE HYDRANT
FURNISH AND INSTALL
FIGURE
FINISHED
FITTING
FENCE LINE
FLOOR
FLEXIBLE
FLANGE
FORCE MAIN
FOUND
FEET PER HOUR
FEET PER MINUTE
FEET PER SECOND
FEET /FOOT
FOOTING
GAUGE
GALLON
GALVANIZED
GAS MAIN
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GALLONS PER SECOND
GUARD RAIL
GROUND/GRADE
GALVANIZED STEEL PIPE
GATE VALVE
GA TE VALVE AND BOX
GU y VtmE
GROUND WA TER TABLE
HOSE BIBB
HIGH DENSITY POLYETHYlENE
HARDWARE
HORIZONTAL
HORSEPOWER
HOUR
HEIGHT
HEADWALL
HIGH WATER LEVEL
HIGHWAY
HYDRAULIC
INT!!IRSTATE HIGHWAY
INTERSECTION ANGLE
INSIDE DIAMETER
INSIDE FACE
INCHES
INLET
INSERT
INSTALL
IRON PIPE
IRON ROD
INTERSECT /INTERSECTION
INVERT
J
~ .
..uNCTION BOX
..uNCTION
JOIST
JOINT
L
LENGTH
LATITUDE
LATERAL
POUND
LINEAR FEET /FOOT
lONG
L1MIT(S)
LIGHT POlE
LONG
LEFT
LOW WATER LEVEL
MAINTENANCE
MATERIAL
MAXIMUM
MECHANICAL
MITERED END
MANUF ACTURER
MILLION GALLONS PER DAY
MANHOlE
MANHOLE COVER
MEAN HIGH WATER LEVEL
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
METAL LIGHT POLE
MEAN LOW WA TER LEVEL
MONUMENT
MILES PER HOUR
MEAN SEA LEVEL
MOUNTING
NORTH
NORTH
NOT APPLICABLE
NAIL AND CAP
NORTHEAST
NATURAL GROUND
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
NORTHWEST
NORMAL WA TER LEVEL
ON CEN TER
OUTSIDE DIAMETER
OR EQUAL
OPENING
OPPOSITE
OVAL REINFORCED CONCRETE PIPE
OUTFALL STRUCTURE
OVERflOW
OVERHEAD
PC
PC~
PEP'
PFGP
PI
P/L
P08
POJ
PP
PR
PRC
PRESS
PROJ
PROP
PRVC
PSF
PSI
PT
PVC
Pvt.AT
PWR
Q
Q R
R
RCP
RCPA
RD
ROY
RED
REF
REINF
REaD
REV
RPM
RR
RT
RV
R/W
RWM
S
SAN
sa
SCH
so
SON
SE
SEC
SECT
SH
SHGWT
SlM
S/L
Sl
SM
SPEC
SO
SQ IN
SQ FT
SO YD
SR
SS
ST
STA
SID
STl
STR
STS
SUP
SUSP
SVC
SW
SWK
SYM
SYMt.f
SYS
T
T
1'8
T&8
TBM
TC
TO
TDH
TECH
TEMP
Tl
TOB
TOC
TOS
TOT
TS
~
TYP
U
UD
UG
UON
UTC
V
VB
VC
VCP
VERT
\/PC
\/PI
\/PT
W
p
POINT Of CtJRVA lURE
POINT Of COUPOUND CURVA llJRE
POL YETHYlENE PIPE
PROfiLE GRADE POINT
POINT Of INTERSECTION
PROPERTY LINE
POINT Of BEGINNING
PUSH ON JOINT
POWER POLE
PHONE RISER
POINT Of REVERSE CURVATURE
PRESSURE
PROJECT
PROPOSED
POINT OF REVERSE VERTICAL CURVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT OF TANGENCY
POl YVINYl CHLORIDE
PAVEUENT
POWER
FLOW RATE
RADIUS
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE PIPE ARCH
ROAD"
ROADWA Y
REDUCER
REFERENCE
REINFORCE(D)
REQUIRED
REVlSEj'REVlSION
REVOLUTIONS PER t.<<INUTE
RAILROAD
RIGHT
RELIEF Y Al VE
RIGHT-Of-WAY
REUSE WATER ..AIN
s
SOUTH
SANITARY SEWER
SPLASH BLOCK
SCHEDULE
SIDE DRAIN
SHELF DRAIN
SOUTHEAST
SECONDS
SECTION
SHEET
SEASONAl HIGH GROUND WATER TABLE
SIMILAR
SETBACK UNE
SLOPE
SHEET UETAL
SPEOFICA TION(S)
SQUARE
SQUARE INCH(ES)
SQUARE FOOT /F'EET
SQUARE YARD(S)
STATE ROAD
STAINLESS STEEL
STREET
STATION
STANDARD
STEEL . ,
SlRUCllJRE
S"M SEWER
suPPORT
SUSPEND ISUSPENSlON
SERVICE
SOUTHWEST
SIDEWALK
SYt.<<BOL(S)
SYMMETRICAL
SYSTEM
TANGENT
~BLOCK
TOP AND BOTTClN
TEMPORAAY BENCH "ARt<
TIME Of' CONCENTR~TION
TRENCH DRAIN '
TOT At D'tNAMIC HEAD
TECHNtClAN/TECHNICAL
TEMPORAAY
TERMINAL lANPHOLE
TOP OF BANI<
tOP OF CURB
TOE OF SlOPE
TOTAL
TOP OF SlOPE
TOWNSHIP
TYPICAL
UNOERDRAIN
UNDERGROUND
UNLESS OTHERWISE NOTED
UNDERGROUND TELEPHONE CABLE
VALVE BOX
VERnCAl CURVE
VITRIfiED CLAY PIPE
VERTICAL
VERTICAL POINT OF CURVE
VERTICAL POINT OF tNlERSECTlON
VERTICAL POINT OF TANGENCY
WEST
WITH
WA TER MAtN
WITHOUT
WA TER/WEA THER PROOF
WOOD PO~ POlE
WATER SURFACE
WET SEASON WATER TABLE
WEIGHT
WATER VALVE
wElDED MRE FABRIC
WELDED VIlRE MESH
W
W/
WM
W/O
wp
WPP
ws
WSWT
WT
wv
WWF
WWM
Y
YO YARD
YR YEAR
IIlse
&: AND
o AT
6. DELTA
t
EXISTING
--...,....Jt.-,-..... _..~
--... ---~ --_...-._- a '-~-'-'_.----.,._._~._-~-- ,=' _..-
.__.._-~..-_..- X ____._____.._h'.._ 0; ...._.~
SYMBOLS
LINES
CENTER LINE
/ /. / /L / / / / / / / /
--L..,..".L..--.J-_ --"_-4_ ~ / f ...
WIRE FENCE
-...,--..,..-_____- 81-----'---.._-
~ -80-
CHAIN LINK FENCE
n--rr'---lr--n---;---'U
~ w ---ll.---ll---...,
-..----~-.._-_... c --_.. --..------- WOOD FENCE
,
--_. (,;^ S
_.&--__..s...-- __A...-.._~__ _-4.- _ _ .0.....___ ..-A ...___._."'__
r:::z.. '~~~~=z=:r::::z:_ "'X-::J:.7-r::::c:....-z--:: z-::z.:.-X.-:'".T_.....T.J
R/W
- ---
.. --------------
.-.- .
,-
~._-.._-- -
-----
o
[]
.
.
-_ __ ___ _ . .n""__
(~
GUARDRAIL
BUILDING LINE
CONTOURS
RAILROAD TRACKS
GAS MAIN
------- LJE ------ UNDERGROUND
ELECTRIC
EXISTING PLATS
': I."" r
----;----- Vu I
RETAINING WALL
-~--- <l?-
RIGHT-OF-WAY LINE
---,.---. ---- G=ti
SHORELINE
""- ,..-.----- CTV '
,
SWALE
.-... ~--- - -- - --- -
SANITARY
SANITARY SEWER LINE
- FM
o
CLEANOUT
,
"5"
,,~
...-- UNDERGROUND
TELEPHONE
.- OVERHEAD
ELECTRIC
OVERHEAD
TELEPHONE
UNDERGROUND
CABLE TELEVISION
EASEMENT
FORCE MAIN
MANHOLE
W A T'ER & REUSE WATER
6"WM
RM
'CF /.:..
.J'~
( :..)
'-, .
,
IIIIIIID
;'r\\
,-=:.I
::2J
o
C._~=-":~l
BENCHMARK
RECOVERED 4x4 CM
SET 4)(4 CM
SET IRON ROO
WA TER MAIN 6- PVC PIPE
'NY
l><J..
REUSE WATER MAIN
BACK FLOW PREVENTOR
STO,jMl;-;\,!1R'AIN
..
/'
STORM SEWER
" ../'
IC;:-_~
MANHOlE
c-/.....'-,
MITERED END
6
6
\ " ,STORM INLET
. ~"-;" ". .-"~-.,.,, ,.
FOOT TYPE 6 INLET
r.:::::J
-{)
~
GUY pOll
WOOD UTJulY PCl..E
c~
CONCRE1E U1tUll"- POLE
;;!
...... f .....
<0
ELECTRIC:, .......E
Q)
TELEPHoNE ",*"OLE
TElEPHONE,.
ELECTRIC:8(#.,i
TRANSfORUlR."
o RECOVERED IRON ROO
[..:: '..,...'. 'I . CONCRETE
. ..' ,;,-
f520j
6
@')
x)
*
~
COUNTY ROADS
INTERSTATE ROADS
STATE R()ADS
~ t~e(OR METAL
CONCRETE LIGHT POLE
YARD LIGHT
crJ
!ll
e
W[U.
/I
e
t.tONtTORINQ '.,~
" , . :.:.1'.
~
OUMPSlER '
~
Rff CRO$SING}$IQN
';l
Gt- -- --
RR CROSSING.~iE
l'.
.
TR~ ~.. POLE
...: .,.
ck;./
~1~
",.
SA TAlITE D$I.'
;(
u MISCELLANEOUS SIGN
1~~5
21122
SECTJON CORNER
EDGE OF P A VEMEN T
W/O CURB
ED~E OF PAVEMENT
W/CURB
~---- GUY ~
6 HANDICN> P*,"G
99.50 SPOT ELEVAnoN
f
WATER VALVE
FIRE. HYDRANT
WA TER METER
FOOT TYPE 1 INLET
FOOT TYPE 2 INLET
FOOT TYPE 3 INLET
F'DOT TYPE 4 INLET
FOOT TYPE 5 INLET
1 ~. \.11;...
, 'i..8::
, lfl'fo.oI:
'.t.
@
BRICK PAVERS
DIRT ROAD
8" MAPLE TREE
8" 6AK TREE
8" PINE TREE
8" PALM TREE
8" MISC. TREE
o
- 81 -
- 80-
x
-.
,
PROPOSED
LINES
.
~~.--""":'""'!-"~.""":"'-"-';_. ""--'-."<T-' 'Y' - -
.
SYMBOLS
STORM DRAIN
BOUNDARY
100 LF STS 24 RCP @ 0.20%
..
100 LINEAR FEET STORM PIPE
24" REINFORCED CONCRETE
PIPE 0 0.20"
CONSERVATION
SET8~CK
UD 6 PVC
UNDERDRAIN 6" PVC PIPE
---------
Cf.
CENTER LINE
o
0- CHAIN LINK FENCE
-
CONTOUR
EASEMENT
x
)( - FENCE
. . A _ . _ _ . _ _ .
GUARDRAIL
"..
^
LOT LINE
P/L
PROPERTY LINE
^
^
^
~ RETAINING WALL
R/W
- -
RIGHT-OF-WAY LINE
. . . . . . . . . . . . . . . . . . . . . . . . .. SETBACK LINE
-
-
-
== SHORELINE
SWALE
TREE LINE
.A
--
SANIT ARY
) ~ 00 LF SAN 8 pve 0.40%
"
.
v
100 LINEAR FEET ~
SANITARY 8" PVC
PIPE 0 0.40% SLOPE
CLEANOUT
DOUBLE SANITARY
SERVlCE
FM 4 PVC
~
e
WATER
FORCE MAIN
410 PVC PIPE
MANHOLE
.
& REUSE WATER
WM 6 PVC
H
'(-l
o
-D
~
ffi
-N-
-NN-
u
~
-...
.@
C>
o
GNN€)
t
t
WA TER MAIN 6-
PVC PIPE
11 1/2' BEND
22 1/20 BEND
45' BEND
90' BEND
TEE
CROSS
CHECK VALVE
DOUBLE DETECTOR
CHECK VALVE
DOUBLE WATER
SERVICE
GATE VALVE
FIRE HYDRANT
METER
REDUCER
BLOWOFF
BACKFLOW
PREVENTER
SAMPLE POINT
.
t
UNDERDRAIN CEANOUT
UNDERDRAtN 6-
PVC PIPE
REUSE'WA TERSYSTEM
CONNECTION
DOUBLE REUSE
WA TER SERVICE
.'
'.
--- --- ---
DRAINAGE FLOW DIRECTION
..A
...
.&
FOOT INLET TYPE 1
FOOT INLET TYPE 2
FOOT INLET TYPE 3
.
FOOT INLET TYPE 4
-
FOOT INLET TYPE 5
FOOT INLET TYPE 6
.
[]II
~
MANHOLE
MITERED END SECTION
SLOPE DIRECTION ARROW
FOR POND SIDE SLOPE
000.00
o
SPOT ELEVATION
II
STORM INLET
HIGHWAY & UTILITIES
EJ
BOUND CORNER
r.;..-<<~" ',:"~,.: /j
~~.~.~.:..:~;'~_:.:-'.~' "'~. ,':-,...>-.. -;:.'::
CONCRETE
15201
~
QV
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COUNTY ROADS
DETAIL REFERENCE
DUMPSTER PAD
FF-98.76
TYPE A
FINISHED FLOOR ELEVATION
WI FHA LOT TYPE
-()
~
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GUY POLE
HANDICAP PARKING
INTERSTATE ROADS
UGHT POLE
u u -C-
SIGNS
,.J
1~5.
2,-y22
SECTION CORNER
@
STATE ROADS
c:x::x:x:x:x::x
SIL T FENCE
~
TRAf'F'IC FLOW
PA~WENT MARKING
'"lli
UTILITY POLE
BLOG OR STRUCTURE
TYPE F CURB & GU11'ER
MIAMI CURB
~
\E7
CROSS SECTION DETAIL
MADDEN
I J, ~; I Ii> ..' r I r' ~: ,"
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland, Florida 32751
(407) 629~8330
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"JOB ,Ii; 931,93',. .
.~~. 7";'26-96
'~:. ,N/A
~ONEt) BY; 'MJC
~~A~eY; . t(S8
APPROVED By:'.eMM ..
2 of }20
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GENERAL NOTES
WA TER AND RECLAIMED WATER.
SANITARY SEWER
PAVING AND DRAINAGE
1 ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LA TEST CITY
. OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS &: TH~ F.D.O.T.
.STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ADOPTED
IN 1982 BY THE STATE OF flORIDA. AND ALL SUPPLEMENTS THERETO, AND
THE .ROADWAY TRAmc DESIGN STANDARDS", WHICHEVER IS MORE STRINGENT.
2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATEDRETMERA~~ISN'EDSEFRWE~~ GTHASE
LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN M VM
BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE
Of THE CONTRACTOR. HOWEVER. THE ENGINEER AND OWNER DO NOT ASSUME
RESPONSlBIL TY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFICA nON OF THE SIZE AND
LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE
PLANS AND RElATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY
COMPANIES ...8 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE
THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK.
3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONRCTRATCETCOTR/ESNHGAINLELEMREE,TT
AND SUBMIT A CONSTRUCTION SCHEDULE TO THE A HI .
SHALL BE 'THE RESPONSlBIL TY OF THE CONTRACTOR TO SECURE ANY AND ALL
NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS
BEFORE BEGINNING CONSTRUCTION.
'5. BENCHMARKS AND OTHER REfERENCE POINTS SHAll BE CAREFULLY MAINTAINED
THROUGHOUT THE CONSTRUCtiON PERIOO. IF DISTURBED OR DESTROYED, THESE
POINTS SHALL BE REPLACED BY A flORIDA P.L.S. AT CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN ETlNOGINFERE~~~GTHINECS'E' PpHLONANSE
(407) 629-8330, FOR PROBLEMS REQUIRING DEVlA N VM
AND SPECIFICATIONS.
7. THIS SITE IS AN ABANDONED ORANGE GROVE AND CONTAINS OLOE ~~~~~DTI~S
PIPES BOlH ABOVE AND BELOW GROUND. THESE IRRIGAllON PIPES MUST B RUllVYC. "
ENCOUNTERED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION ANTED DREMAOLVLALSOOIFL
ALL EXISTING STRUCTURES, ETC.. UNLESS OTHERWISE NO .
STRIPPINGS AND ANY UNSUITABLE MATERIAL SHAll BE REMOVED FROM THE SITE
AND DtSPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY
THE OWNER.
9. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTUREGSCAONNDSTRUUTlCLTlITIOENS
NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURIN .
IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL
PROMPTlY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR
CORRECT DISPL~CEMENT.
10. THE CONTRACTOR SHALL TAKE ALL NECESSARY t,4EASURES TO PROTECT ALL TREES
AND OTHER VEGETATION OUTSID( THE LIMITS OF CONSTRUCTION.
". WHEN DETAILS ARE PROVIDED. CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC
DETAILS, AND NOT BY SCALING FROM THESE PLANS.
12. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTRF cOLCDOENVlTRCoESL
SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAF I
DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS
AND ADDENDUMS, AS PUBLISHED BY F.D.O, T. AND CITY OF WINTER SPRINGS
STANDARDS AND SPECIFICATIONS.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDTEE DANUYNRDEEQRUITRHEDE
TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECU
ESTABLISHED PLAN AND CITY OF WINTER SPRINGS AND F.D.O.T. APPROVED
PROCEOURES.
14. THE CONTRACTOR SHAlL RESTORE OfF SITE CONSTRUCTION AREAS TO EQUAL OR
BETTER CONOfTlON THAN EXISTED PRIOR TO COMMENCEMENT Of CONSTRUCTION.
15. AS-BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE
PROJECT ENGINEER UPON PROJECT COMPLETION.
16. CONTRACTOR SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REQUIREMENTS
FOR INSPECTION AND TESTING.
11. All TRAFFIC CONTROL SIGNS, MARKINGS AND STREET NAME SIGNS ARE TO CONFORM
TO F.D.O. T, AND WINTER SPRINGS CITY ORDINANCE,
18. CURRENT ZONING: PUD CURRENT LAND USE: VACANT
19. SITE CONTAINS 21.15:t GROSS ACRES
20. PROPOSED DEVELOPMENT: SINGLE FAMILY RESIDENTIAL
21. TOTAL NUMBER OF PROPOSED LOTS-31
22. RESIDENTIAL DENSITY - 31 UNITS/21.15 AC. ... 1.47 D,U./ACRE
23. PROJECTED SCHOOL AGE POPULATION = 0.526 X 31 "" 17
2.... MINIMUM LOT DEPTH = 150 FEET
t.tINIMUM LOT WIDTH = 90 FEET
25. BUILDING SETBACKS:
FRONT -25'
REAR-25'
SIDE-l0' (15' FOR SIDE YARDS ADJACENT TO STREETS)
26, SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT.
27. TOPOGRAPHY PROVIDED BY ALLEN-MADDEN ENGINEERING.
28. SANITARY SEWER SERVICE PROVIDED BY CITY OF WINTER SPRINGS.
29. UTILITY EASEMENTS TO BE DEDICATED TO CITY OF WINTER SPRINGS.
30. THERE ~u BE CONSERVAllON AREAS ON SUB.ECT PROPERTY. TREES Yt1LL BE PRESER~D
WHERE POSSIBLE.
1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE. WATER
LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE
IN ACCORDANCE WITH CITY OF WINTER SPRINGS STANDARD DETAILS AND,
SPEClFtCA110NS AND CITY OF WINTER SPRINGS FIRE DEPARTMENT LATEST
STANOARDS.
2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF TH~EE
(J) ~T eaow FINISHED GRADE, TO THE TOP OF PIPE.
3. WHERE WATER LINES CONfliCT WITH STORM AND SANITARY SEWER, THE WATER
LINE SHALL BE LOWERED DURING CONSTRUCTION. INSTALL 45. BENDS AS
NECESSARY TO OBTAIN A MINIMUM CLEARANCE OF 18" INCHES.
4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE.
THE SEWER WILL BE 20' DUCTILE IRON PIPE CENTERED ON THE POINT OF
CROSSING. ~EN WATER MAIN PARALLELS A SEWER MAIN. A SEPARATION MEASURED
EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL.
IN CASE EITHER THE SPECIFIED CLEARANCES OF TEN FEET /18 INCHES BETWEEN
WATER MAINS ANO SANITARY OR STORM SEWER ARE NOT MAINTAINED. ONE OF THE
UNES MUST BE UPGRADED TO DUCTILE IRON PIPE (SANITARY SEWER LINES SHALL
BE UPGRADED FOR WATER/SEWER CONFLICTS. THE WATER MAIN SHALL BE UPGRADED
FOR WATER/STORM SEv.t:R CONFLICTS.)
5. WATER UNES LESS THAN 4. IN DIAMETER SHALL BE PVC PIPE AWWA C-901.
(200 PSI). JOINTS CONFORMING TO ASTM 03139.
6. ALL ....-12.. WATER LINES SHALL BE PVC PIPE AWWA C-900. DR 18, MECHANICAl.
JOlNlS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM 03139.
/).1 71. GATE VAlVES SHALL CONFORt.t TO AWWA C-509-87, WITH WRENCHNUT EXTENSION
L!..1 STEMS AND 'OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY,
FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON-RISING STEM VAL'vt:S
"'llt O-RING SEAlS AND END CONNECTIONS AS CALlED FOR ON THE PLANS. ALL
TEES. CAPS, PLUGS. BENDS. VALVES. ETC., SHALL BE PROVIDED WITH GRIP
RING RESTRAINTS.
8. THE CONlRACTOR SHALL TAPE 14 GAUGE LOCATOR WIRE TO ALL WATER LINES AT 5'
INTERVALS.
9. SER\1CE MAINS FOR BOTH FIRE HYDRANTS AND FIRE SPRINKLERS SHALL BE INSTALLED
IN ACCORDANCE WITH NFPA 2.... 1992 EDmON.
/). 10. NEW FIRE HYDRANTS SHALL BE INSTAllED SO THAT 5-1/4" INCH PORT IS FACING THE
ill ROADWAY BY Wl-t1CH IT IS ACCESSED. HYDRANTS SHAU BE POSITIONED NOT MORE THAN
18 FEET AWAY FROM THE CURB OR BERM Of THE ROADWAY.
11. MAI)OENtNGlNEERING, INC. SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS
(2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER UNES, PHONE
( 407)629-8330.
.
.12. HYDROSTATIC TESTS CONSISTING Of PRESSURE TEST AND LEAKAGE TEST SHALL BE
CONDUCTED ON All NEWlY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES
AND APPUR'JENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AYNtA
C800 OR M23 AS APPliCABLE.
13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN
ACCORDANCE WITH AWWA C651-DISlNFECTlNG WATER MAIN, INClUDING ANY REQUIRED
TESTING.
14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS-BUILT" INFORMATION RELATIVE TO
LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHAU BE SUBMITIED
ON LEGIBLY MARKED-UP PRINTS TO THE ENGINEER WITHIN TWO (2) v.t:EKS OF THE
COMPlETION Of' THE WATER LINE CONSTRUCTION. '
15. All WAlt:R SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "W" INTO THE CURB.
18. COHlRACTOR SHAU. SCHEDULE All TESTING TO ALLOW THE ENGINEER'S ATTENDANCE.
FAIlURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE
ENQINEE,fit$ OPtION AND lH~ CON-mACTOR'S EXPENSE.
17. WAl'ER SER~CE PROVIDED BY CITY OF WINTER SPRINGS.
18. BLUE'REFLECTORS SHAll BE INSTALLED IN THE ROADWAY. PER CITY STAHOAROS TO
INDICA TE FIRE HYDRANT LOCATIONS.
',' '&"!ti'l1"
,~""~':'
1. ROOf DRAINS. FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO
THE SANITARY SEWER ARE PROHIBITED.
2. ALL SANITARY SEWER PI~E' SHALL BE PVC SEWER PIPE CONFORMING TO ASTM
0-3034, SOR 35.
3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS
OTHERv"SE NOTED.
5. ALL DUCTILE IRON PIPE INSTALLED WITH THE SANITARY SEWER SYSTEM SHALL
BE POlYETHYLENE UNED.
6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY
MANHOLES SHALL BE NO MORE THAlli ONE (1) FOOT ABOVE THE MANHOLE INVERT.
7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/
LATERALS AND WATER MAINSjLATERALS, SEE WATER NOTES 3 '" 4.
8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN
THE VICINITY OF SANITARY LINES. THE CONTRACTOR SHALL DETERMINE THE
NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL. PREPARE TRENCH AND
INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM 0-2321, IT WILL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE
"'A TERIAL.
9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFIL TRA TlON OR EXFIL TRA TlON
TEST, WHICHEVER IS APPLICABLE. INFIL TRA TlON SHALL NOT EXCEED 150 GALLONS
PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH. OR THE eOMPUTED
EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL
REQUIREMENTS, CODES AND ORDINANCES OF CITY OF WINTER SPRINGS INCLUDING
ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING.
10. MADDEN ENGINEERING. INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL
WORKING DA.YS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER.
PHONE (401)629-8330.
11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE
TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND I.,ENGTHS OF PIPE.
LAlERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM
MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED-UP PRINTS
TO THE ENGINEER 'MTHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION.
12. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "s" INTO
THE CURB.
13. CONTRACTOR SHALL "TV" ALL GRAVITY SEWER MAINS AND LATERALS AND SHALL
PROVIDE A VIDEO TAPE TO THE CITY.
14. CONTRACTOR TO ENSURE POSIllVE FLOW WITHIN SANITARY SEWER SYSTEM, ANY
AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION,
15. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF
SOIL CEMENT. .
16. 10' PLANTING/SCREENING EASEMENT PROVIDED ALONG TUSKAWlLLA DRIVE.
THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL
PAVEMENT SECTIONS AND THE CITY OF WINTER SPRINGS SPECIFICATIONS
THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED
ON THE PROFILE SHEETS.
2. EXCAVATION, PAVING AND STORM SEWER WORK SHAll BE DONE IN ACCORDANCE
WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION"
AND CITY OF WINTER SPRINGS SPECIFICATIONS.
th.
3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY
LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE
RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS,
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE
AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL
DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL
REPORTS PREPARED FOR THE SITE. ALL SITE GRADING, SIDEDRAIN AND/OR
UNDERDRAIN INSTALLATION IS TO CONFORM TO THE GEOTECHNICAL REPORT,
SPECIFICATIONS AND DETAILS. EXACT SlDEDRAIN OR UNDERDRAIN LOCATIONS
ARE TO BE FIELD DETERMINED BASED ON SIDEDRAIN/UNDERDRAIN DETAILS
PROVIDED.
. . ,
7. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY
GEOTECHNICAL AND ENVIRONMENTAL CONSULTANS. INC, AND ADDITIONAL
SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE
OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE
CORRECTNESS, ACCURACY ANQ COMPLETENESS OF THEIR WORK. EXCAVATION
OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH
THE SOIL REPORTS.
.J
8. THE RETENTION AND R.O.W. SHALL BE CLEARED OF ALL TREES EXCEPT THOSE
WHICH ARE DESIGN A TED TO BE SAVED OR RELOCATED, BEFORE CONSTRUCTION,
THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME,
ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED, THESE TREES
SHALL BE PROTECTED FROM DAMAGE. AN ARBOR PERMIT IS REQUIRED FROM THE
CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION,
9. ALL PAVEMENT, PAVEMENT BASE, CURBING, STORMWATER SYSTEMS, WATER
SYSTEMS AND SANITARY SEWER SYSTEMS THAT ARE TO BE DEMOLISHED AND
REMOVED SHALL BE DISPOSED OF OFF -SITE BY n-tE SITE CONTRACTOR, UNLESS
OTHERWISE DIRECTED BY THE OWNER,
10. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES
PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY-
EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION.
". THE CONTRACTOR SHALL IMMEDIA TEL Y NOTIFY THE SUPERVISING ENGINEER IF
A PAVEMENT OR FOUNDATION STAKE IS DISTURBED.
12. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL
INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT,
&'3. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE.
14. ALL MANHOlE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE.
15. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF
3,000 P.S.!..
16. ALL SIDEWALK WIDTHS SHALL BE 4' OR AS NOTED AND SHALL HAVE 1" DEEP
· CONTRACTION JOINTS EVERY 4' AND AN EXPANSION JOINT EVERY 20' MIN.
SIDEWALK SLOPES SHALL BE 0.5" AND A MAX. OF 5.0". MINIMUM LENGTH OF
SIDEWALK SECTION SHALL BE 20'.
17. FI\4E (5) FEET OF SOD IS TO BE PROVIDED AROUND ALL DITCH BOTTOM
INLETS, MANHOLES, HEADWALLS, ETC,
18. EROSION CONTROL PLAN WILL BE PREPARED BY CONTRACTOR AND SUBMITTED TO
AND APPROVED BY THE CITY ENGINEER PRIOR TO THE PRE-CONSTRUCTION
CONFERENCE.
19. P~OVlDE F.D.O. T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING
CONSTRUCTION.
20. UNLESS OTHERWISE NOTED, SIDEWALKS WILL BE BUILT AT THE TIME OF INDIVIDUAL
HOME CONSTRUCTION. FOR SIDEWALKS NOTED TO BE CONSTRUCTED WITH INFRA-
STRUCTURE, SEE SHT C-21 FOR DETAILS.
21. CONTRACTOR SHALL SEED AND MULCH ALL RIGHTS OF WAY AFTER UTILITY COMPANY
INSTAlLATIONS, PER CITY OF WINTER SPRINGS CODE, SECTION 9-160.
22. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT
D1RECTl Y TO THE CITY ENGINEER AS SOON AS THEY ARE GENERA TED. CLEARANCE
FROM CITY ENGINEER SHALL BE RECEI~O PRIOR TO PAVING.
23. CONTRACTOR SHALL COMPLY Wln-t All CITY OF WINTER SPRINGS REQUIREMENTS
FOR INSPECTION AND TESTING, SEE CITY OF WINTER SPRINGS COOE SEC 9-179.
24. THE CONTRACTOR SHAll PROVIDE THE CITY ENGINEER WITH ALL COPIES OF HOPE
PIPE INVOICES TO VERIFY TYPE OF PIPE PLACED.
25. FLOOD HAZARD FOR THE AREA IS ZONE At AND ZONE X.
26. DRAINAGE EASEMENTS TO BE DEDICATED TO THE HOMEOWNERS ASSOCIATION.
27. COMPENSATING STORAGE SHALL BE PROVIDED IN POND.
f
GA TE NOTES:
&1.
AU GATED CQMMUNlnES IN THE CITY OF WINTER SPRINGS SHALL INSTAll ON EACH
ACCESS GAlE INTO THE COMMUNITY AN E.V.A.C. (EMERGENCY VEHICLE ACCESS
CONTROl.) SYSTEM. THEE.V.A.C. SYSTEt.t SHALL BE INSTALLED AND MAINTAINED AT
niE COMMUNI11ES EXPENSE FOR THE PURPOSE OF PUBLIC SAFETY ADMITTANCE
INTO THEIR OEVELOPMEttT. THE E. V.A.C. SYSTEM SHALL BE IN ADD4T1ON, AND
SEPARATE, FROW THE GATE OPENING SYSTEM THAT IS PROW>ED FOR THE RESIDENTS.
niE ~STALLATlON OF THE E.V.A.C. SYSTEM SHAll BE DONE WITH A VENDOR Of
THE eot.tMUNlTlES CHOICE.
~ACH GATED COWUUNlTY SHALL ALSO INSTALL AT EACH ACCESS GATE A KEYPAD
CODE ENTRANCE 0E'.1CE. THE KEYPAD ENTRANCE COOE MUST BE SUPPUED TO 1HE
ARE AND POl..lCE DEPARTMENT IN ~ITING UPON INSTAlLATION, AND ~TTEN NOncE
MUST BE MADE Vt'HEN AM,! CHANGES ARE MADE TO THE CODE.
IT SHALL BE A REClUIREWENT IN THE DESIGN OF ANY GATE THAT, IN THE EVENT or
A P~R FAILURE TO THE GATE. THAT ALL GATES AUTOMAllCALLY GO TO THE
f'UU.'t OPENED POSITION.
ENTRANCE AND EXI,. GATES MUST ALLOW A MINUAUM OF TWELVE (12) FEET OF
ftOllOWAY CLEARANCE "EN IN THE OPEN POSITION.
.,~ GATED COMMUNI1lES SHALL HAVE ONE HUNDRED EIGHTY (180) DAYS
,~ AOOPllON OF' THIS POLICY TO COME INTO COMPLIANCE WITH, THIS
IEQUlREMENT.
Mf;WCOWlltUNlllES MUst COME INTO COMPLIANCE WITH THIS REQUIREt.tENT BEFORE ANY
COtTlFlCA TES OF OCCUPANCY FOR THAT COMMUNITY, WILL BE ISSUED BY M
an:
..
&28.
,&29.
All CONCRETE PIPE JOINTS SHAll BE ~APPED IN FILTER FABRIC.
ALL OFF SITE MARKINGS TO COMPLY WITH lHE F.D,O. T. ROADWAY AND TRAFFIC
DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE
SEMINOLE COUNTY LAND DEVELOPMENT CODE AND THE NEW F.H.W.A.
.OLDER ROAD USER STANDARDS" 6. EDGE LINE, LANE LINES AND SINGLE
CENTER LINE PATTERNS ALL DOUBLE PATTERNS SHALL BE 4. RPM's AT
20' CENTERS WITHIN 200' OF INTERSECTIONS, 40' SPACING.
&2.
&.3.
31. MINIMUM FINISH flOOR ELEVATION SHALL BE 18" ABOVE 100 YEAR FLOOD
STAGE.
32. THERE ARE NO EXISTING GAS LINES.
&.4.
&5.
"\
~
~
33. NO SITES FOR PUBLIC OR NON-PUBLIC USE ARE PROPOSED.
34. MAXIMUM BLDG HEIGHT = 35 FEET (2 STORIES).
35. PROJECT WILL BE CONSTRUCTED ONE PHASE.
36. RECREATIONAL FACILITIES MAY BE PROVIDED IN THE FORM Of A COMMUNITY DOCK.
A. 37. TORCASO COURT AND ST. JOHNS LANDING DRIVE WILL BE PRIVATE ROADS.
~ ST. JOHNS LANDING DRIVE WILL BE GATED,
38. LANDSCAPING; TREE PLANTING AND IRRIGATION TO BE PROVIDED WITHIN
THE PLANTlNG/ SCREEN EASEMENT. .
39. NO RECLAIMED WATER IS PROPOSED FOR THIS DEVELOPMENT.
40. PERMIT FROM ACOE 'MLL NOT BE REQUIRED.
41. SIDEWALKS TO BE CONSTRUCTED THROWGHOUT THE ENTIRE PROJECT IN
WITH WINTER SPRINGS CITY ORDINANCE ,9-221.
&. 42. ARBOR PERMITS WILL BE REQUIRED FOR SITE WORK AND ALSO FOR
EACH LOT. ,
/). "'3. NO, LAND CLEARING BURNING HAS BEEN AUTHORIZED IN THE CITY SINCE DIRECTION
ill FROM THE CITY COMMISSION ISSUED ON SEPTEMBER 25, 1995. THE DEVELOPER
WILL BE REQUIRED TO DO WHAT IS NECESSARY TO PROPERLY DISPOSE OF SUCH
MA TERIALS.
A. 4.... BEFORE COMMENCING CONSTRUCTION IN THE R.O.W., THE CONTRACTOR WILL
ill CONTACT THE SEMINOLE COUNTY TRAFFIC OPERATIONS ENGINEER (407) 323-2500
EXTENSION 5677, AN M.O. T. SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION
CONFERENCE.
&45. ALL DISTURBED AREAS WITHIN SEMINOLE COUNTY R.O. W. SHALL BE SODDED.
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CIVIL ENGINEERS
431 E. Horati<;> Avenue
Suite 260
Maitland. Flor'ido 32751
('407) 629-8330
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SCALl._________ ____..
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DESIGt IFf) ~y . _.______ .__ ___._
DRAWN BY: ___J5_SB______
APPROVE..D BY: _ C~~____
3 of 20
,
DELETERIOUS ORGANIC MATERIAL
(WUCI(/PrAl) TO BE REMOVED
~ GtoTECHNICAl. AND EtMRONMENTAL
CONSULT~J. IN<(.
REPORT: ;)O'tV 1
OWNER/DEVELOPER:
RICH LAND TUSCA~LLA. L ill,
A TIN: MR CURT WILKINSON
ONE URBAN CENTER
4830 W. KENNEDY BLVD. SUITE 740
TAMPA, FLORIDA 33609
RECOVERED
CONCRETE
MONUMENT
LB 11220
ENGINEER:
MADDEN ENGINEERING, INC.
A TTN: SCOTT BENSON
431 EAST HORATIO AVE., SUITE 260
MAITLAND, FLORIDA 32751
..
ARCHEOLOGICAL &
PRESERVATION
EASEMENT
ZONED R-1
LOT 12
TUSCAWILLA SHORES
P.B. 6, PGS 93
DElETERIOUS ORGANIC MATERIAL
(MUCK/PEAl) TO BE REMOVED
PER GEOTECHNICAL AND ENVIRONMENTAL
CONSUlT~J.. INC.
REPORT: 5~1
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, ,''' vER T ~ 9 1 j' _______'_.....
N'.V[PT ~ 8, JG' .....,
luk ')' lONrflrlE H[,t.DWAll
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~
LAKE JESSUP
WATER ELEVATION = 5.7'
ON OCTOBER 10, 1995
NHWL = 3 PER SEMINOLE COUNTY
a 18- nAF
~At :'<VfP r ~ l~' 0'-
!\tCe N iWEPT " n Q;:
So- At
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RECOVERED
RAILROAD SPIKE
N 60'00'32" W
24.84' FROM C.M.
EDGE OF WATER OF LAKE JESSUP
AS SURVEYED ON FEB 28, 1994
ELEVA TION = 1.6'
15" RCP
S !NVERT ~ 2},5:'
N INVERT ~ :2~ 80'-
/
//
//
"..--- 100 YR FLOOD ELEV=10.0
// PER FEMA flOOD INSURANCE RATE MAP
FOR CITY Of WINTER SPRINGS.
COMMUNITY PANEL NUMBER 12117C0135 E
DATE APRIL 17,1995
"\
18" CI.I?
S INVERT'" 22,65'
N, INVERT . 2~91'
ZONED R-1
LOT 18
TUSCAWlLLA SHORES
P.B. 6, PGS 93
4J
.
~t..,
SITE BENCHMARK
TOP OF IRON ROD
WITH TRAVERSE CAP
ELEVA TION = 26,84'
E~LSTINQ_ __fEA TU_Re:S_ J..EGE..t~tO
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VCP DENOTES VITRIFIED CLAY PIPE
RQ) DENOTES REINFORCED CONCRETE PIPE
: DENOTES CONCRETE
DElETERIOUS ORGANIC MATERIAL
(MUCI<eir) TO BE REMOVED
PER cHNICAL AND ENVIRONMENTAL
~: ~11NC.
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RECOVERED
2- IRON PIPE .L:iIL
LB 1220 V
SITE BENCHMARK
TOP or 2" IRON PIPE
ElEVATION - 5.50'
ZONED C-1
D.R. MITCHELL'S SURVEY OF THE LEVY GRANT
P.B. 1, PGS 5
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ENVIRONMENTAL CONSULTANT:
MORGAN ENVIRONMENTAL CONSULTING
A TIN: JIM MORGAN
300 N, C.R, 427, STE. 214
LON GWOOD. FLORIDA 32750
PH (407) 260-0448
SURVEYOR:
ALLEN & COMPANY, INC.
A TTN: JOE JENKINS
1420 EAST ROBINSON STREET
ORLANDO, FLORIDA 32801
PH (407) 987-1443
GEOTEHNICAL ENGINEERS:
GEOTECHNICAL & ENVIRONMENTAL CONSULTANTS. INC.
ATTN: B~YANT p, MARSHALL
100 WEST WASHINGTON STREET
ORLANDO, FLORIDA 32801-2315
PH (407) 420-1010
MADDEN
i.,; n I] In (. ~_ r I n CJ. i n c
CIVIL ENGINEERS
431 E. Horatio Avenue
'Suite 260'
~aitland. Florida 32751
(407) 629-8330
Legal Description:
Lots 1 and 2, Block "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT
according to the plat thereof as recorded in Plat Book 1, Page 5
of the Public Records of Orange County. Florida.
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4.31 E. Horatio Avenue
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OWNER/DEVELOPER:
RtCHlAND TUSCAWlLLA, LTD.
A TlN: MR CURT WILKINSON
ONE URBAN CENTER
48.30 W. KENNEDY BLVD. SUITE 740
TAWPA, FLORIDA 33609
ENVIRONMENTAL CONSULTANT:
MORGAN ENVIRONMENTAL CONSULTING
A TlN: .1M "ORGAN
JOO N. C.R. 427, STE. 214
LONGWOOO, FLORIDA 32750
PH (407) 260-0448
GEOTEHNICAL ENGINEERS:
GEOlECHNfCAL &: ENVIRONMENTAL CONSULTANTS, INC.
ATTN: BRYANT P. MARSHAll
100 ~ST WASHINGTON STREET
ORLANDO. FLORIDA 32801-2315
PH (407) "20-1010
, ENGINEER:
MADDEN ENGINEERING, INC.
ATlN: SCOTT BENSON
431 EAST HORATIO AVE., SUITE 260
,MAITLAND. FLORIDA 32751
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MADDEN
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CIVIL ENGINEERS
431 E. Horatio Avenue
'Suite 260
Maitland. Florida 32151
(407) 629-8330
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ALLEN & COMPANY, INC.
A TTN: JOE JENKINS
1420 EAST ROBINSON, STREET
ORLANDO. FlORIDA 32801
PH (407) 987-1443
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SCALE: 1" = 40' &
( IN FEET )
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RECOVERED
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LB 11220
\..,l-:
.
MADDEN
engineering. inC.
CIVIL ENGINEERS
431 E. Horatio Avenue
. Suite 260
Maitland, Florida 32751
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115+00 ' '-, --1T6+l)O-::-~=_~ ---- --- ,. -~~1-7-~OO-~-" .-- -'+mr --q-~~7"----"oL-'--1ig:ftxrF-=r:_:':::;=--=-,2(J+-OO-
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FOOT TYPr C INLET
STA.=121+50-19.0 LT.
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STA.=124+50-19.0 LT.
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RAILROAD ROW ill
TRACKS HAVE BEEN REMOVED
NOTE: ALL CONFLICTING POLES AND SUPPORTS SHALL
BE RELOCATED.
& ALL UTILITY CROSSINGS UNDER TUSKAWILLA ROAD
SHALL BE D.I.P.
so TTOlo4 OF
SWALE
TUSKA WILLA ROAD STA. 114+00 TO ST A 125+00
4-"" .
50;
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CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
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SIGHT DISTANCE FOR
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M 'AATlCAL DIFFERENCES
ARE MINOR AND SHOULD
NOT POSE ANY PROBLEMS
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wi END WAll
SIGHT DISTANCE FOR
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THE \/IRTlCAL DIFFERENCES
ARE MINOR AND SHOULD
NOT POSE ANY PROBLEMS
S15 STR. ~4
FOOT TYPE' C INLET
STA.-12S+97.~-19.0 LT.
& CON1lNUE SWALE GRIlDING
AND SOD TO STAlION: 130+50
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STA.= 126+90
STS STR. 1OF5
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STA.-126+97.35-19.0 RT.
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MES It ENERGY IJSSAPA TOR
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OONlINlJ[ SWAl.E GRADING
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MATCH EXIS'11NG GRADE ,~
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RADIUS
T It" 11 [3'1 II
6"
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PER MUTeD 28-4 (R1-1)
STOP SIGN, BAR AND CR0S8W ALK
N.T.S.
&
ALL UTlUTY CROSSINGS UNDER TUSKAWlLLA ROAD
SHALL BE D.I.P.
TUSKAWILLA ROAD STA. 125+00 TOSJ;A 131+74.60
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STABILIZED SUB-BASE
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VARIES
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SOD
EXISllNG DIRT
ROADWAY
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SWALE GRADING TO CONTINUE FROM PAVEMENT END, NORTH ALONG WEST SIDE TO STATION 130+50
SWALE GRADING TO CONTINUE FROM PAVEMENT END. NORTH ALONG EAST SlOE TO STATION 131+74
o TYP. CllOSHECTlON (65' IVW)
-(NORTH 1'U8KAWILLA ROAD) N.T.S. &
.
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ENERGY DISSIPATOR
N. T.S. &
MADDEN
. I rll- I r I;. ._1 r r j I':
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland, Florida 32751
(407) 629-8330
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DATE: 7-24-96
SCALE: 1" = 50.
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, ,'e.::'. TOP 10.50
It~\ __ . - ,.I
-------=',~_ {~; __, \XlN___ E\. 7,"
~ NOlE: 1.0' CLEARANCE BEl"M:EN
ENe OF TEE . BOTl'OM
OF SlRVCTURE
SIDE ELEV A nON
ORIFICE DEI AIL
.. .. . '"
_ /. INV 7.00
f----.---~H:_6~-- . // I
: r---'---Y j CENTER OF
-- -+..- ,.,' -r i SWALE
! .>Y'. I
, ,~" I
I, >. b: I
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""IV::, L:
"
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4" CONC SlAB
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V
4- PVC j/
- .........
&
OUTFALL AREA DETAIL
---
~~03C\ BLEED-DOWN ORIFICE DETAIL
· - TN.T.S. &
7.48'
... <*.... I I
~-~~~
50'
......
SECTION A-A
CENTERLINE or BER~ A
I.. 10' ..I
~ BllOAD CUSTED WEIR
- N. T.S. b..
. ill
..
10' STA8IUZED-
BERM (MIN.)
VARIES
ry
"
c
m
: ~ I
'y
f--10' STASlUZEO
BERM (WIN.)
&
0-- ,-1~!._~_~1..:..~_._
.'1_~___.
!-
'\7 :jHWt ~ 10,0}
- '\7 ~.WL
-
./
1[ .. ._
4
:00
_Jl
4
11_ _
4
PONt) ~JCi'OM ' l,OCl
~ WET RETENTION POND SECTION
- 11
~
........
a::::
~
........
a::::
30'
_.. -- ..---, - ---.-..
CL
--i-
30'
. -.- ---- --- -"--'''- ------.-
@ ! PFCP
,.~ 1_~~-t-'_-'~---4t+-. -.....~~._---+--~: . j-.. - 1~'__ -t, 2'~1 ..---~~-- ~I -~. -tIJ ;:1'
I I I, I I'
. i I I I,
! STD. ! ! MOUNT ABLE I
CURB 4t GUTTER -, CURB (TYP>t-j !, ,\1 1/4" ASPHALT - TYPE ~-III MINIMUM)
(TYP) I I V II ii, ! -l 'k" 12" I 'I
I I ! : I i I \: I I 2~
- 6~ MAX j 2!.. SL~ Ir "n. 2~ Sl~ \ \' .25~~ ~~
I il"1111 !: Ill' Ii II,1 i I! I, I'" 1'1 I:
f:! 11'1' i ,,' " I" i,' I: i,' i 1
- I i -
I ,
,
10" STABIUZED SUBCRADE CONSTRUCTED IN --
ACCORDANCE WITH WINTER SPRINGS ROAD CONST.
SPECS. AND COMPACTED TO 95 PERCENT Of
THE MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-18O TEST METHOD. (MINIMUM 75 FeV)
..- 6" SOIL CEMENT BASE COURSE
MINIMUM COMPACllON Of 96,,*
MIN. COMPRESSIVE SlRENGTH Of
JOO PSI AT THE END Of 7 DAYS
IN THE FIELD NOT A PUG MILL
BREAI< PER THE CITY Of WINTER
SPRINGS.
NOTE: PAVEMENT SECTION SHAlL BE PER GEOTECHNICAL ENGlNEER'S RECOMMENDATION
OR WINTER SPRINGS SPECIFICATIONS. WHIOtEVER IS MORE STRlNGENT.
MEDIANS ARE TO BE OWNED 4t MAINTAINED BY THE HOMEOWNERS ASSOC.
e ENTllANCE IlOAD SECTION &
- N.T.S.
~ ~
~ 50' RIGHT-Of-WAY ~
I-- .__ __..__..___________ _.__u_....__________,____ -------------......
25' CL 25'
___ __.. .. _ ___, __,._"",.. _____d__. +..__ _ __
12' j'\ 12' i 12'
I---.."Tr-----. - ------------+--. --...---~..--
I
I
I
I
~~1' _! !
1
I
&24- RCP PIPE --!
. -- -- --. . ------ -.
i 1'1 1 ~~--
I '
! I
1 1/2" TYPE 5-3, ASPHAlT (~
1/4";L S\..~
1~":l~oP[
I (&1~ .J
~ EXIST GROUND
GRASS STRIP
I
I
I
I
\
- - II" SOl. CEMENT IAS[ COURSE
..NMIM COIliIPAC1IQN Of ....
..... ~ STRENG'IH OF
JOO PSI AT 1HE OlD OF 7 DAYS
IN 'Ill[ f1EU) NOT A PUC toa.L
BREAK PER 1HE OTY Of WlNlOl
SPRINGS.
\
\ -- 12" STABlUZED SUB-BASE (FaV 75 PSI) (UIMUI)
L_ EXTEND BASE 6" PAST EOP
NOTE: 1. PA~MENT SECTION SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.
OR 'MNTER SPRINGS ROAD CONSTRUCTION SPECIFICATIONS, WHICHE~R IS MORE STRINGENT.
~ TYP. PAVEMENT SECTION (50' IVW)
V (NORTH TUlKAWlLLA ROAD) N.T.S. &
~
a:
--
~
~
50' RIGHT-Of-WAY
---.-...--
..
, CL
25' , 25'
~ i;jr,-,;U--r~~~~jt~i: r~~_
I ) I V I I H 12" i 4" MCK
''''' .., ,,~ ! j 2.!.. SL~/ i 2X SLoP[ 2&~~~ ~~1..T (," DEEP)
" 11 Ill,ll llrrr~ DPANSIClN"""~20FttT
":I'TITl! I I ' I' lTTffiiii
~~'0')Y'>-' I
, / '>;-" I
10'" STAIImD ..-ADE CONSmuCTED IN-.J "- ," SDL ClWENT lASE COURSE
~ 111M _. TER SPRINGS ROAD CONST. ...... COIliIPAC1lClN 01 ...
.... - .... .~ S1WlE:NCmI Of
SPECS. Me) COMPAc:TED TO a5 PERCENT OF 300 PSI AT 1H[ OlD Of 7 O~YS
1ME IWMIiI ...-rY AS DElDlNlNED BY 1H[ .-... NOT
AAtN10 T-lIO 1UT MElHOO. (........ 7S F8V) ~ pat 1HE O~ "': ~
.....
NOTE: 1. PAVEMENT SECTION SHAll BE PER GEOTECHNICAL ENGINEER'S RECOUMENDATloN.
OR WINTER SPRINGS ROAD CONSTRUCTION SPEOflCA TlONS, WHICHEVER IS MORE STRINGENT.
~ TYP. PAVEMENT SECTION, (50' IVW)
~ (JNTIIlNAL ROAD) N.l.S. ' &
,
MADDEN
"r~'1,r","'r,'l'i 1,1'
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
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TOP VIEW
TOP VIEW
~-o- Or 3'-0- ' ,.
1---------'- ----,- -- . - ...;,. --
I ~I ____t~~ __ _ _
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SECTION
TYPE I
For ItHInIto/u
I
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WALL SECTION
SECTION
TYPE II
For Curb In/~fs Types I. 2. J. " 4
,.... ,
7
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T~'~~~i~T
. -.- '0/ t
I '- j~ 1
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I
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TOP VIEW
TOP VIEW
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_____ .--.,.___.0__- _________
a
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SECTION
TYPE III
For Cum Inl.fs Type, 7 .. 6
BaTTOII \nEW
-- ,
-"
"
~,
NOTES (FRAMES, AND COlER)
CENlER OF
RADIUS
Tn 11 rill
.
if- 'rJ+t. :~1f ~i",/./ 2-.6 SarI
_(1~(J1_~ _j
, I " l .
..flr-. -.t +-+~V +- ~ /- 2. 8/Jars
eNlt-H-t 16-)
OJ I ,I I " rI 'UJ
r l' .,; i : . ; ".:J
J... f' -,-H-Tj,4--+ ~ ~I ,
.i -. -+-,---t+-t--l-+-i--~" i
~I c.+-L t' 'jn ~ .~". i-+ _)\ ).... All Re/"'Of'CeIHnt No. 6 lJtlrs
_f _ r' i;., i i ~ Exoept 6-.8 "... SIIewft.
Ffr 1 I ! i': I i I r . rt\ 8tn SII<<JfId . ~ CM#en BottI
C' ! 11 I . i - WQ}'$ E.. Middle 8tn ShoIm
t;1t- tU.4 t.-~tt . ,-11- . .,. Centers. AlI8tIn wlfh ACJ
'" tJ1 A :" r Sff1ndr1rd Hoot6 (Anted JyJprox.
.. - ty fi ~ + t I. :+-,t\:.)'-' <6.. Or EIII/JedWd In N/IJtJf'fIaIIoe
2 6 /Jars (- tt..'itltJtt\o c\J With TIre Slab RelftfOf'OMetlt
0."''' SIlOWft lJNIer (JptfoIwI(
CMstrvct/on ./o/m.. SltHI
No. 3 fIf 6. EMJePf All.' 8tn
And .~ ~ .4roufw/ ,."",.
0peftIftf $IttJII a. HtJtJted.
~--=----""
-[----"" ,'"\,
s'.. r1i .~~I
~~ ~'~2' Mln~ \
1_ 'L ,~-8' 1IGx. ~
RIHr_ + _!--~-~~.J'~r
-r--
\
\
\
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\
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I. The 82 lb. ot/ItV Is 10 be ... for ell rffafl. T1P" I. 11. 11I and
fhe 2-P/eoe c..,., tIfrd I. "", r~t 0f1IIfIr for tJll pnwlcus fl"t1lMS
wI", II dHP"" (frf1ff1c tpJ. T1w IIl5 Ib. OfN.r l1wIn-
tntfflc fypeJ, 19tH RoatIwtIy tIfrd Trvfflc DuIf/II StfIndarfJs 'ftt!tx
No. 2DI. Is ",. ~IlJlt 0fNet' for e1t/lf1lrlJ f~ wi", I
deep~. In#t1Ikltlotl of ,,... wlttti- .. I<<M Is no; .
".,.",nted. TIre Tt15 Ib. 0fNeI'lI .. 10 be p/f>>tId In .xlstlng I
dHp setJfed f,... 0I'I1y wIlIft' .-oJf1aJ1f1 OlIt1ed for In ",.
plans or tI$ $f*If1OtIlft dlrw:I<<J ~ Me EngItHHIr.
!
I
;:
~
NOTES (TOPS)
I. MtIIthot.,. 7)JM 7 .,. 11IoI1 be of CkIa II tJDfICf'ete.
Cortt:nte . Ip<<:IfIIId lit ASTII C."" .. be UHd for
pr<<Jlllt unit., see Qel/el'fll ".,. ,.. ,.
2. ltkIttItIIe,. r",. 7 .,. .. be ", oat-in-pI<<>> or
pretJf#f 0tIMfrfIat1OlJ. n. oPfIontJI ., I. for pr<<>>sf fops
ft/ '" nw t1f.".,.. F,.,. fIrd ,kIb open/. (IIY fd
be MIffed wIlIft top Is uslld _ a )fIrt1tkJtt bole. Frumu
001I be ~ wlM fl'Oll OM 10 .Ix ...... fIf brlct.
3. ,...,. top Type 8 ." be t1f ..,.1It-plt1t>> or ",..ctJIf
atJIttJI'Wte t>>MInJt:tlfln or brlct t1tIMIrvt1tlolJ. Fer DfJfICrefe
0tItIsfrlJDtf0n. ".. <<JIIDfWfe tIfrd ".., reW.,...,.t ilia"
be ",. ... . ",. 1&If1POI111tt1 'IIflI1 lit". An <<JafItrlc
OOM fIMIY be UHd.
4. ~ lops *'11 be HtJII'ed 10 6tnJtJIIJTes ~ optlontJl
00tlI'fnJDI1otI joints tI$ *-' 011 ShHt :J of 6.
.,- -- - PlcIc -Up
Hole
e
.
i 'D
~ .
: ~
III .
. t- ur . ~! 1)
--I 1-- -. ----- ----- -.~ : ~
TC~~F~:.-~
;.. ~ '-- RIM fOpflOflDII ~ \..i
SECTION~~:
~~-
COVER FOR ALL FRAMES
30. HIGH INTENSITY STOP SIGN
N. T.S. PER MUTCO 28-4 (R1-1)
~ STOP SIGN, BAIl AND CllOSSW ALIC
- N. T.S.
r-
4 g 4
~1 1[{
D.O,T. 1902-2A~ '/
UNDERORAIN SAND "'" "- t .
~ MINIMUM 24- BELOW
6- PERFORATED UNDERDRAIN -....." BOTTOM OF SWALE
PIPE WITH FILTER FABRIC l t
SOCK WRAP 0 '
4"
f
l
T~ I GrorIH
JoInf To IIatch .
Rlnr
6-
6- 6-
I~ r ~~(j' Or_J'-C!'__ t-l If
t __ ~--=1]
-- Non-Skid
Surfoce
&
WEIGHT OF CASTINGS
PRECAST CONCENTRIC CONE
Calcrete Or ~C---.- =0
8' Brld.. Se. L----:.:::+-:-?- --f
Nof. 3. . -'''t=- c; Oltl!-~ ~ ~ i
-'- ~. ~~-- ";'l~:-;
j - :.- ... 1>.11
C !-#f' ~~ Ok!:. ..~' __ ..l
24- WHITE THERMO-
PLASTIC STOP BAR
REINFORCEI/ENT PLAN
b~\
It) DOUBLE YEUOW
3' OPENING
FrDIItfI ___ _., _ 2-PlfIOe CcNer
CcNer Ring Totol
1 126 u.. 212 Lbf. 22tJ u.. 212 u.. 250 Lb5. '162 Lbs.
-.--=- ------. - ..----- -"
II IJ4 1M. m Lbf. I!tiO Lb&. 212 Lb5. 250 Lbs. '162 Lb8.
_ __.. ________ ______.__ ~,---_----_u_
11I 9B LIlI. 212 Lbs. t.ID LIlI. 2J2. Lb8. 250 LIlI. '162 Lbs.
Frame
Type
2' OPENING
CfJrnr
FfTJIItI (StrLJ
-
j~-m
I'" A--L._ A- a____a a__.e._a_.;)'-
,;......~.i~.-;~~. '~I-~8'FtirJ'.(/".,DIIJ.
'. :,1\; t I~ OptIonal Key -fJ I Id' For I' , 7' DifI.
-~K
'. 10' Draff I I ThIobteu Of
L 3'-6". 4'-(1'. ~'-(1'. !':.c! 1J1o,_~ ~_{ Sfructure WtJlI
SECTION
TYPE 7 - T (TRAFFIC) (H-2DJ
T' k
~l~ 1j LMd ~
t ' ~.8' 1IGx. &
J I\.
R/fser-1 L~' :6"2!' 'f. O/~. t
PRECAST ECCENTRIC CONE
BRICK OR CONCRETE
TOIIfIW , Grot1N
Jolnf To IIatch
RI,er
-'--
TYPE 8
MANHOLES
MANHOLE
TOPS
20'
EASEMENT
w
Z
:J
r P.r Ff. --
~
( ) I
-~~ /J/~
_-- Grout
IIoIer GtT1Uf 10 CtIIIIlst of JJ 5Dnt/-C.-nt IIIxIur. or IIfI1 Closs Concrefe.
FOR AU. STIU:11IRfS UNLfSS EXCUIDED tI'f SPECIAL /JET Nt.
DRAINAGE STRUCTURE INVERT
... ' "
t:)SWALE SECTION
- N.T.S.&
CAST
IRON
FRAMES
@~~:MENTARY.DET~ FOl\ MANHOLES AND INLEn
/,
I
~....-~ "".t Type 2 SylmHlfrioal AboIJf f
cf.
Q'O' :-.,0' .'.,r', A
,,' d Q
~. "6"~ B
B / \ '1:"-' \.."- :
L I -/"'-, / I,. I to. 1--1
~ 5' . Concrete --- I T to').
~ SUpport Post I ~ . i
I f.u ______Kl:.rt.___. _ __~'--fl_.,
I 13' -(1'
f..- - - .---.------- -,------ .
~ ~ _.n _._.. _ _ _ ~
LA
PLAN (INLET TYPE 2 SYMMETRICAL ABOUT rJ
To 8. Paid; Lltnlts Of tnl.f Consff1JCtlon : To 8~ Paid
f:L'~~'b~-~~~I~i;
II ~,
~ ,3~-(1'.j.._, _ ____ _~-~ -- ----+-f::rr-.i- !~-(J'--i
Guft.r IA/II er
TfTNIS. Trans.
SECT~ 8B IINLET :E2 ~~;E~~At A~:. :)~
, -- - f-Lt-~ '-'1 'I~l
~i . I r I ~~,_'.__u ~
1--L ~~tof?1'~j
S.e Note '-' I .. . ,. , Concrete . ~ ~ ~.-
No. ~ .~! }" _ --._~~_1'Nt -- ~ . ----- I
' --OJ li-- , I k! ~-~
~ =~t. Or -- IF ---------I'.-~--l-!l
DIMENSIONAL SECTION
INLETS TYPES I AND 2
.6 &1rs
--.,L -6 Bors Un/eM
.6 &Irs . ~ r'o- OtMrw/se Sht1wn
I 11 Ctrs ~".1' ~ 11
Ii . I .-'- -'--.6 80rs . 11 Ctrs.
A' _}
-' I : I......-..~ ~ _ ~
.., &n./"'1I"II" ,.~~
tt: .~ Bars (j 8" Ctrs.
~ ~~:ji~~"'--l
." &Irs
e 8" Ctrs.
/JQth Ways
j
REINFORCING SECTION
J' -(/' OIA. STRUCTURE BOTTOM (SECTION AAJ
"\
r
r-- m,.t T'JP4I ~ Symmefrloal About I
~,,; A
(,)\O~. "r
~.~CJ I '
SH SItIb Re/ftforolng ~. ((, '+~- ---; ~~. erNer
0."'11 Tltls She.f,. ---_.. ::k { '1
-, 6', ~ J '--. r IttIet
~ J. ltr~ .. ~
~ __ J!- ~
-,.,// )
l-y- IJ Concrete _/ ,
SUpport Post I
t 6':~-;:c;.- I :t'od I
LA
PLAN tlNLET TYPE 4 SYI/METRlCAL AI!tIJT ,)
B
L
to!
!I
~__B!PtJ/~_J u.n. Of Inlet ,CaMtf1JCf!!Jtl~TO .. ~_
For As C. ,G. L ... For AI '" . Q.
3'~$~~~
10, l ~J -::: ~I J'~~ ~ J
Trons. TfWII.
SECT~ 8B (/NUT ~ 4 sr1METRlCAL NKJ/ITCJ
, 4'~ ~
...'.' t-ff.:::;._~ 1!1
z: r-~.K I ;'::f::'~B1~
lr -,.. ~ II
6" Concrete Or -I~! _. ' ri:'Lt:~~
8' Brlok. 1A4..-- ~-11'" ['1
.,
DIMENSIONAL, SECTKJN
r
INLETS TYI!ES 3 AND 4
'..~"'~.'.",....".. ..,"'.'....,.,. l.~.'''=..' "
" .....,.,. .~. ~ ",
, .. '. .,' ,; , ',.'.,., .... . ,. CIf$.
~.
.. ' ,v.-r
i#-~. I
.........U-KI I
.4 8tn ~ [II -' "''''','
(I 8' CtrI. INI 'I
80", - ,UI
'e4,..,. ,,~,
1-___ 4'~ ~_J'"
~
;.:".'~
REINFORClllt{ SEPTIJIf" ".-::
4' -(1' DlA. STRUCTlIRtIJtJ17tJII(SfCTItJI.;AAJ
B
--1
,
, . I
~-..- .-.- ,.....-
~L.r_ ,.~-_
-t ~ r-"'- '.' r~:-r' ..~
I . _ ~ 1:' I -
n-,'--- '.' Ilr~ " .
. ::' '--r--
"-...._-,- -- j'I\__
, ....S.NOr BIIt ... _ ~ '
;~
8Dck Of CUrlJo--___
,A Ii
~.....-., ..." e~
/ ~~~ dS....
I W ~~ "1--" .... t ~
/r~t~ . J'~)< . .!j
;' \ ~~,-:- /' -~--T~~
r r- ==~ I ~:.
.6 &n~_- /.... -= - ~.J
~ ..,.. ~1 " -- IT _1
-S 8tn . gc_J L.... ~~- 5",. Concrete SfIpptH1 Past
INLETS TYPES I AND J
'A
r
/7,iK~'----" .... · ,-
VI ~~_.,e.n
Ir~~ J) ''\
-- ~..
'~'~I '......
- M~
.~- ..... '-- i~X--~&n
.6 Bars ......<' -{*-~ . --- r<.
I__:~-J"~--L. ""t' -\ ~
J I '.., '--- - 9 I. Qnnte SW/IJOt11Wt
-6 /Jars . " ....,....A
INLETS. mq 2 AND 4'
S~REIIfFORCIING
SCHEDULE OF BELL REINFOffCEIlENT
CItJau 11. 11I. 1JC. .lEi Wall A, S, C
...., ~ ---
,,&ff:., ~ ~~~
~ JIll ..7U7f1lfF
~~~i~:-:.~_!:=~- ... _' _-~I..:~:~.
~f:-:' : ..:~~::---- - -i~:'H=~
l.-i-":~I~~
_. .~_ _ o,~ ____ .uL.___
1"': . fl,~__ __ -_-U!IL ___._
9(1', _ o,~ 'o~--
J. 'hti --- --
iJitJO' - iJ.f2m- ---BS---
FaDe Of Curb ./
4'
.
.v
PROPOSED GRADE
to
l.1I L
L_ ___ oj
!
i',' ,j- -......
.,. '*--""" - - - -..
_I.1'5LIo_____ .
Bock Of Curb .."
'.
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....
8-~
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t--/
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Pr,.., "..... 1/ 'Pr.f"" P_1oI
~
'::J:..,..,aer
1'1"., F_. ..", RequIred
PffEFOIWED PLASTIC JOINT (BEFORE PULL -UP}
C>>It " __ /!11*.' " "',., ferle .", It ,.
",.".,. 1ft "." " tlI/tINfIIII -.re pipe tIIINm.
EWI'TICN. CONCRETE PIPE JOINTS
5' CONCRETE SIDEWALK
~b ~
. .
,.,
,/.,
,
,
\ RED 8AQ(QROlH)
~ A :>
\
~1(Q)
o
"'IE lET1ERS
. .
8" CONCRETE BLOCK WAll
r STAB IUZE 2' AWAY fROM WAlL
WITH TENSAR lW-2000 AND SOl)
- --
& ELEV, = 12,0'
fiLLED CEll WITH ~
ONE (1) 15 BAR 6' Ole ~
ELE~ - lQ~ ~
...
Z
:J
0.5'
~
F
U
~
ii
~ f "'A TCH EXISTING
-.J.. _ GRADE
.
,
-.'__ -.!..,1
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ELEV, - 8,75'
-
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,~
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.
....
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. L.,..-. "1
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RETAINING WALL DETAIL
N.T.S. &
..
_ An--' 01
,." ~--.!
'.' {
'.' {
DETAIL OF BELL I SPI9IJT aJNCRETE PIPE DNr IJSIIIS IUJND IIJ88ER GASKET
- . cm. I CcInnfe
12' For PI".. "',,0' T1rougII ",,:JI1' /--
t~ For PI".. H,," AIIIJ ,."" .~ / ./ My II".. "."" ~u'J1t IIItIoh ,.,.,_
...' .... _ / 0./8 Spn ... 01 StNI Ar-. Per u.r
1. I ~ - _~. - . FtIIII 8IIIfI ... .. a. u... ,.,.,,.. The
~ WI... An ___ A IIIft1tu11 OIl" IwVOr
! '- --, - , A ..IIuI 01 , Qt CMrIwe e
. ,rJ ,
1 ~ '
i JoIwI / ,
CONCRETE JACKET
F ac~ Of Curb
GENERAL NOTES
I
"-"1""" - '_
4
f-- tf'. P~ T. .,
Ir. PIpiu" T.,..
/If. ,.",.. NIfw ..
g' ({' 7" IOf -6 Top lk1rs .
S--;-~li~ ~f..6 80ttM ~ ,,',
I ' : 21 J For J' -(/' stIvt1Ifn.."",
.., 8otiom /JQiS ...r'tt----o<- ~1-l8fFor "-(1' ~'.~ '
.6 IJtn . 111 Ctrs., -~~ r-'~~ . ~ .
, I~_-~J~~~_..
~_.. ~~_.~ [JQI
! 6" i
t-"-!
DIMENSION " REINFORCING HALF SECTKJN
TYPES A " E CURB (HALF SECTKJN AAJ
(TYPE E GUTTER SHOWN)
Len., fIIII.. as t/IJId slope of the Inlet lops ar. to
'..... If fIeIIIted crrwslope .. grode qf the
,'~ , . ,..v,er bOIrIer.
II!.. ..,....... ". .. oenstrucfed Df/ a ClIIn, r.f.r to ff1t
" ,... 1lO .-.- Me radius tIfrd, where MCe~. modIfy
,. ,. ~ **"'" .....,""Iy. BfIfId .M..' when. nM:eaory.
" '. NI'fIWIln IIWfI9P.*"I htNe Ii IIflnllrlHll oov.r UIlless
, ~~.:...~t top6 shall be eIther OIJ$f-In-pk1oe
.' f. '".,.....,.",.""". t1f "'let tops Type, I, 2. J , " may
,,~''-1riDt. Dow.ts to top sltlb requIred.
.. 'tit' .....,~.", He ~x No. Ia.
I. Oat,..,j' .....-:....., poIt will be <<X>>f)fabI..
7. TIIINti IItIfh ..'#t'.... wlttt Curb andGuft.r Types E
..,. 'u.t..,."., ~/n crosswalk where prar:flcal.
,..", ....... ....... .. _x No. 2DO. .
.. ""ft"."",,,,,,,,,, tile oonfrrJct lIfIlt price for Inl.1s
tQd(1lJe-J. -.
1,
'I
".,., ,... ....,.,.. 0III1etI frw In ",. p/IN. ",.
"." ., ",.""" "",.. III .. 1frtWtIed III .",."
IIItIt "". fer _ pipe.
FfIIE PUlG
, '
~fll~ -
~
~-- -, . .... Or ......
L _ (.... ' f -l / FfIltT'...
, . .:/ T)lN 11-:J
i T_ L---t S<<iIIrlJIf DMDI
r / ~ J--f-.-w
I I i
T T
I
"
PtPE SECTI)N
CIII1I /If ""., ftlllrlo .., lit .. "..,."
1ft _ /If pipe -.m.
FOR ALL PIPE - CONCRETE PIPE SHaWN
FILTER FABRIC JACKET
..
'T;.
.'
C1IIIar Of Cm. I QMcrIfI Exlsflflg
,,,., Be 'O/WII " My ".". ".>-
/vIIIIT1IId 8y The Eng1_1 .... -- _ ,.,.""..,. '.... __
\ - --T-__-
/ , ~.~. PortIon Of
>-- - - --l / ~'~"... Exlsflflt/ EIldwGII L_
! 0 (' r'-l r, , .. -,....-
IA/ %; / ~ t.#,".,..-' L' I r \':Z?Z
, 1 f th:i.....ltGw.'$ i1it ~
,\; / ~ ~ ~ ~111~ ~/ - Exlsf~ EIldwGII
, '1'1 t- ~c~
I '-' A' L....-J
---J Sp/f/et EIId To Bel L---.J
P"'*' In ExIsting
EIIIIr1tIII ffetonI/ea Of
DlrtdItIIt Of Flow
- i
---+
CUt Too Of Exlsflflg EIldwGII /
T IJ C#llfour Of PII10
SECTION M
l/JNGITUDlNAL SECTION
"",., CiNf for ~ tIItI/ dI..-J /If ,.,.".". /If filii tIItI/ ",. /If eXI"'fIg e1IdWlI ad .., /If
_no. ro/"'-'fIg I1ftl fIIId ~ /If 011I,., Ill.. IItIJIuded III lito -.frvt1f
"",, pr/oe frw pipe WIt.",.
CONCRETE COLlAR FOR EXTENSKJN
OF EXISTIIIS PIPE aJLVERTS
\ I?...
. i.
\\,-l\lT :\Yi:' : \ 'ii:' i
i i ': I \
\ \ f', 1, \; ~
\ \\\\\ iI\'\:" i\-,h
.... ... \,":
.... -- F"xllll. P".
'ComIr/tItIII StH/ . ~
~ ()o ~ /WfIIIIrt1lltlJ
vr/.,
~-- -.- .-. ~
~,_,~
_ .: i . ~
oJ' J..i U.
""..,.. c.tlng ""red For
CIII" INrI 54IIItIbIo B""""- lHtorlGl
"., .. ,,.,,, AtJpIIOtIJ .
"
"I
(All PIpe SIzes)
BELL NID Sl'8JT
Ir F" "/~ I!!f TIlN N
...; "'J,. l~", N F,,"'~ :JI1' NrtI,.""
Tor~~I- _I e.,I c-m
I '-~ ,;
, JoIllt -- '
em. r ClIIllrIIt __ _ :--... i
L If' _...._ l~ ..
.... COlt /If -.re tIfId IIIIu11t1n1Ju.t "'fIg III I>> InaIuded lit
...." IItIIt 11I'100 frw omw _ pipe rw littered EM SeoIIoII.
A -.te }dot .." not .. u.od III )01'"
t. _1rII p/po ., dl.f.fltllllor -.for1G/$
(111 f1ulblo pll10 whon lito Wn'- IJ/IIIOr retlJlred III
___ wftIt ItwIox No. ID5 __ ,. obIo1ned.
TOtGJE . ~
OfSSlllILAA JOINTS
OISSII/ILAA TYPES
aJNCRE, f JACKET FOR CONNECTING DlSSJMILAR TYPES
(F PII'E NID CONCRETE PIPES WITH DISSIMILAR JaNTS
Nofet For ro""~ _ ell/plllIl
pipe -.It ..,.
~ lCMC&1.LANJIOUS DRAINAGE DETAILS
- N. T.S.
. ~
MADDEN
e n 9 In~) f! r I n ~ I n c
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
<{
0
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TRANSVERSE SECTIONS FOR INLETS'TYPES /,2.,3 & 4
G:)CUU 1NI.ET..T0P8..,.....-..J... TmlSl. 2., 3 &...
- N.T.S. . ,', .
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JOG # ,___ 931~~___~_u
DATE, 7-24-96
. -.-'- -------.,--.------
. NONE
SCAlJ. __________uh______ ___
DF SIGNrO fW: _ KS_E:3__ . ___
DRAWN BY: __.h__~?~____.___
APPF<OVl: D 8 y:_C~_M dn______
16 of 20
..
ffl
~
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0'1
0'1
......
U"J
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N
-
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o
01
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J
C
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(T")
I-
o
(T")
O'l
......
(Y)
O'l
-......
l!J
Z
w..J
---
(Y)
O'l
.....
,.."
O'l
...---
<[
I-
<[
o
---
c:D
.' ,
Anchor Bal. With 2 - Z' x Z' x .,'
Stat. Per Bole.
~/:':~::'''oJot""
dIrection of the EngIneer.
---- Loose Soli PkJced 9J ShiNeJ And
Llghtty Co/rpacted Along Upstream
Face Of Bal..
l' I
~ll. .1).
,,- - /I. .
"
L ._;:,....
As RfqJlred ---....... J
, ~ 1. .11.
u- -1/. .j
I
, PLM
Anchor 8t1I. WIth 2 - ~ X~2" x .,. - . Oterlop Ends
St.. Per BtJIe.
'-FIfISiope
COMPLETED INLET
DITCH EKJTTOII INLET
.11
.r, . 50' On Centers ( Typ. )
-1_
QrIM
RIat:
~ SfdlWtllt ~
/ 0
J ~ -;;;;-
~- CUrb.. Gutter _ =
.
" r Apron
BALES BN;KED 8( FENCE
QJrb .. 9Jtter ~
PARTIAL INLET
ill ut- Sod
\.". "I"lll ~I m~ +. :.. So/l -.. 0,
SfKNtJI And Lightly
CotrIf)OCted AJong Uf)6t reom
Edge Of Bales. ;
Sod
ELEVA TION
TO BE USED AT SELECTED SITES WHERE THE
NATVIW.. GRQJND SLfJPES T(MAR/) THE TOE OF SLOPE
PROTECTION AROOND INLETS OR SIMILAR STRUCTURES
. \
:7 _w
,~ ~
8thI To &Jtt-( ~ ~ Anchor Boles With 2 - Z' x Z' x'"
'''-r- 1- Stat. Per Bole.
PLM Loose Soil PkJced 9J SfrNeJ And Lightly
~~CctlpJcted AJort; The Upstream Edge Of BtJI..
~~--- Fill Slope
~
PLAN
Anchor Boles With 2 . Z' x Z' x 4!,
SfoIc. P.r Bole. _~Oll --'.. ~_l.
" II"... r " 1r"'\ H - - ~~- I' MIn. RfJOOfnRlflnded
ElEVA TION
SpacIng: Bole barrIers for /XNed ditches should be spoced In OOCDrdance wIth
ChOrt I. Sheet I of J. Index No. 102
.
~. DItch
Optional Post Posftl~~ _~." Principle Post P05ltTon
-:::.1 '7---- (Cont~ ZO. Toward Flow)
FIlter FabrIc (In ~':
Conformance W fth t: /
s.c. 96S FOOT Spec.) ~ /
, 4] 1/ t l;'f~:"" FotL.
~ -
Pop (Opt/OIlS: 2" x if' Or I
2f Ill". 010. WODdr Steel I
I.JJ Lbs/Ft. III".) ~
\--
6' Max.
I
I
.1
I ....
.2 .
~ ~ ,.
~ ![!
i., ~R r
-......--
.
BARRIER FOR PAVED DITCH
ElEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATUIW.. GIOJND SLDPES MN FROM THE TOE OF SWPE
ELEVATION
SECTION
. -I-I-
=-'-
_- WOlf., FIlter FabrIc In Absence Of
/ EstoOllshed Gras.s (Approx. 12' x 12').
/ Secure Edg. 9J EntrenchIng And
I ExtfJ/'fd Under Bags and Bales. FabrIc
ShOlIllef1f The RequIrements Of
Sect/OIl 985 Of The Standard
Speclffoat/ons. Co6t Of Fabric To a. ,*,
IwOOed In The Contract UnIt PrIce ......~~
For BoIed Hat Or StrfM. TN. ------ ... .
[. .1. .1 ....... I. .1. .1. .J
. " . . " "~i~ ~~ ~:'~;f ""'" 0, sm." "" -:- -.--n I:~~.i~ ~:E= .....,
CotrIf)OCted ~ The Uf)6tream Edge
Of Bales.
TYPE III SILT FENCE
Note. S/If Fence to be palaJ for under the OOI'ItnIcf lJ/Ift pr,c~ for SfoIc~ S/If Fe~ /LFJ.
~
~\,.--
. \
~
BARRIERS
FOR FILL SllJPES
"..
r--
-----1
Sand Bags -
5' IIln. -',
PLM
PLAN
~.~
'~
'<~':o-..
-....;-
l ___ '--~-:~
-- ----~
.~---- -. ,.
'"
--
... ... "
_ Ra~ /---Post ~.......-h_J
I~ ~ ~ ~.....,. '100 f-)
~!!'! I' Ilfn. Recommended~'
Anchor wer Bal. WIth 2 - Z' x Z' x ~' Stat. Per Bole.
AnohtJr Top Bal. To Wer 8t1I. With 2 - Z' x Z' x .,' Stakes Per Bal..
ELEVA TION
.....
'-
'-.
......-t1'\d\ ...1
~ L.~'
LL II II .. 1.b
u.. . . - .
~' Ty~j I' 1I1n. RfIOOI1IITIfJfId
. -. -
-----
.,
'-
~-.o .~
~ .-
- ~.~ --
~
.,
-'
""
",
"
".
flO'"
S\\~ \
1
i
~Ift Flow
,~
Not~, Sf)OClng for Type 1Il FfJf/Ce to be In
acoordonce wfth ChOrt I. Shet!t I of J
and ditch fnsfolWfOflS at drafnogt!
structures Sheet 2 of J.
Type 1Il Sift Fe~
,.
',t,
, -
ArchDr Bales With 2 - Z' x 2* x ~' Stat. Per Bale
ELEVATION
ApplIcation and Sf)OClfltJl The use of TyPtJ6 I &][ bole barriers should be limited to the
conti ftfons outlfned In ChO rt I. Sheet I of J. Index No. 102
Type 1Il Slit F e~
Type III Slit Ftmce ProtfICf_
Aroood "".,.,.",., Inlets.
TYPE ][ TYPE I
BARRIER FOR UNPAVED DITCHES
Do /tOt deploy i" 0 IIIOfIfItIr that slit fenou will act as I cr _CIllt'OU ,.",.,..", flawing
WfIt~ Slit fences are to be .. (ft upland ~_ fUI1JItIIty /JIrr1fln
u.Jed (ft pe,.."."f bodies ()( wafer.
@ IIALBD HAY 9Il11'llAW' MUIIIU AJlD RLT RNca
-, N. T.S.
SILT FENCE APPUCAT/ONS
'\
~
Tap Slob Relnforr;Ift(J~
\
r Type A Or B ftInr __ I
2 A4JltlonGl Btn A !!
. 5" 0_ C. _ _ 5 HoOp 8tIr
Perpentllw/ar Btn A ~
(See SedIOtt A -AJ ~/1 r-. ~ - 4 HoOp 8tIr
A , >\ A
L "~~6'.J
2- -7'$ Each WQ)' ~ 111+ 4), - h___Ref_ AxIs
P**, en Tap Of I j
8ars A And ,B At 45- ~, ~.
~~ ltY
Porollel &n B (5.. Section A -AJ T
'TOP SLAB REINFORCING STEEL D1MRAM
r T~ A Or B RT.r ---i
,
&n A Short !rCl)'
(Sfl Sect,Oll 8 - 8J -
2 - 85 Hoop lift
I ~ (2 LAp Splfoe$ ,..".",..
//, ~ J
-:i+-~t --
t\.'- ~ 1-
~ AlJdltlotwJl &In A
I .~O. c.
- ~-- -~---
l
;'
ShQt1T-WAY
SLAB
DEPTH
2 NldltlonGl Bars B -
. 5" 1IGx. O. C. Each
STde Of Opefllft(J
SCHEDULE
... S"'1t UMJIIIfTfD
~ 0.5' < l!Tr It
w-<<t .~.
10. Draft
:~~ i' ... ~
~.L Q)flOtlGI Shear K~ I ~ ~
t1t:i ,c, - - --:-T
~~~ _ '-.J. 8ot1ottI Slob Relnfon:lrttJ ~I AT BOTTOM SLAB
~ 0.5' .4()'
&In 8 LDng WCl}'
(Se~ SectIon B -S)
TOP SLAB REINFORCING STEEL DI/IORAM
~--
- t----------- ---
._---I---~--
---- - - -- ---- ---
~
J ~~t ~:)~)
.t: '"
... ~1.!
!.Ji 41 1
11;1 !
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il l~
n II
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t~
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II
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~j
... tt""lt....
~0.5 < '" IJ
1!1 < l'r c;
I!I' -'10'0
'------
-----.----
------ ---
~:)
!
j i J'~(T1P.) f\' -,". II!' BW
cf -- fHorlzontfl, ,...
'" .. r-- Contlflut1w ArWrII
· ii\ Comers For
It: lift A, \ ~ tf' ~1tIr R'-W
8ln~ r
----
: ~~ ~ Verlb11 VIGil Rei",.,..,
r \ ~ -isH r6ble)
i ~ RelMerclntiH IWlzmtoI riall "."".,."
At 0pen1ft(J -- -iSM Table}
fS" Note}
I '-~/d ~
"... A .-' .~ Btn "
AL TERNA TE B
SECTOi a-a
SLAB TO WALL DETAILS FOR PRECAST ALTERNATE
~O.!>"< J.4 B
,--------
J4'-ifO' C
.4 . ~ BW
(1W1lOIIfal &In ,
A J'-~ .... CtItItlflJlJUf Around ,~
Or _ ~ ~ For i
_:4'-~~ Rect<<t(Juklr RIsers) cf
_~ ~-- 2-ExtrrI .4'5 11
" -- l:: ~ EGo'I Side And ii\
Btn a AbtNe o,tfIlfItJ J
~--=lT i
~ ~ 7~"0.c. i
1 )!~ ~
1---.
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E
~
~
I ~
~ i
>-
~ !~
~
~
--
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C
II
C
11
F
2:Q.!i. <
3'<
19' < F"
IJI' < F~
JIl'-4(f
~0.5 < J' C
J < 19'- --.::=.. B_--_=
". < 28 c__
..< J8' D__
J8'.ifO'. t------L..----
/,-.4 Tr.. IZ' o.c.
,- fH rre$ . IZ' O.C.
S r..... Ioa.. RoIrtfe eo4 &Irs.As ~
( "oXN'/"n, -'''., \ /- To Malntflln Qwer
.5P~~~1 ~
Reinforcement ~ ~
~"'~
l f/j77/J"
] J ) ~
r~/~
(_x.) ~~
,II
~
/l
7
.. .....
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ReW'arn.Mf
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3'<
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~o. < J'
, < J!1)'
.e < 2!J'
IJ - ifO'
C
B
----C--
o
~ lra1l 1teInferc/ttf
SECTION C-C
F
J
&Irs A./' ---- 8tIrs B
AL TERNA TE A
SECTION A-A
*MOTE: WheII fhfI IMide dl..,.,. " a rwnd RtvcIure 1$
. rrtIf __ ffraII l' -~ /t1rfer """, fhfI .."fIlg 111
fhfI rl.., or fop ,lab. "" fop of ftre #rUt:IW"I
or rl", shalf be 00MtrIII11ftI (1tJI)OI'fJlng ,. "..
"SpecIoI Tap SkJII'dMIT/$ till "", shHt.
j~
j..;
! ~ NOTE.
PrfNIde .xtro r,'nforr;lwg ... .,. fJf ... open""
tit ~ .ul_ sptICI/If equal""" 1M _ of .,.,,1/fIeJ
,./nfOl'fllHflt r-.rl by ",. ...., .. prfJItlde ",.
_ _ af re,nforoNflf .... .. openlft(J at ~
".,- $peC/ft(J 0$ ,.."ed 111 ... .,.,,,,,.
--
-
.....r
,I;
..
C
IJ
F
C
a ____
C__
o
-------
SPEaAL TOP' SLAB *
olQ.5' <
J'<
'H'<
IJ' < r'
, , Jt' -<<1 ,~.
2:0.5' < J'
J' c 22'
IZ < JJ'
D" -4fT
!~
8fMfRAL MOTa
.....r ,..
6. Stndure I>>ffoftaJ "., be uad 111 CI/IlJlIfOffafl w,tfJ tUfJ 111'.
,.,. r.., I. 2. J, ", 5. 6. 9, _10, _ allY .nro/, ., JI/IdIItI "'" Uftlll$$
altlefwIH Mown In fhfI pItJn$ at' "".,. IIff1rtdtJrtI dtrIwlflllS. Nt. IJ IIIrWIut'e
~ NY be UHd I" f1fIII/UfIdfafl w,tfJ tUfJ IrIlet Types 7 . I, tIT
any d1tCIt bDt10ttI Inlet Utllf$$ f1Itrerw/ft .."", In ftre pklM tr "".,. M1fKJanI
drilwltrp.
10. TIle......"".,. '..... .. fI<<JtI$$QIJ for ,."."., IIIru1JIurN .. ..,.", oTrt1UIcrr
rt-. filii ,.,., ""..,. _ U$ed 011 #fIW wi", f\IOlWn..... ,.,..,... """., I"IIIt
"".".. FIIWJJ will .. ,.,red I" Ifeu of ",. ,."., .. tJI .. All. . "..,. when u.d
.",. .. Nt. A .... ,.,. RII.t shalf be relnfOf'Ofltl """ ,.. 5 ....
2:0. <
<
<
< ~'
.I:: -CT
a
C
olO.5'< 39'
", ...,
I. StfIfItbrrI #nJtJIure ~ 4' -(1' dltaeter and ",'er (Aft. AJ anti J'-tr
.,.,. (Alt. 8J (Fe des/91ItIfed Type P. I..tIrger standard WUchJre ,.",..
are da/9fItItH Type J. RI..,s are pe".,tfed for 0/1 muctures.
t. Wol/$ of altalltlr $frucfuru (Alternate AJ IJ/lItItNlIfed '" pkIce ., be
of ftOII-,.lnlOIfJIId 00IttJI'eh or brfot or relnftllWt/ 0IIIItIfIft. Prtotm and
ret1If1fI(Jultlr nrutJfIJrH (Alfemt1te 8J *" be fJDfI8fructfItJ " re/ltforoed
concrete tIII/y.
J. WoII ~ and re/nfOlTJlllNflt are for e/flrer re'nfOlfJlld ()(J$t-In-~
or ~ _ele UtlI" ...", fIraf preMSf ollTJlJltIr /IIlfs f/ftIY be fum16ItetJ
w/tfJ woll$ In _darlClJ w/tfJ e/tfJer AS. T.II. C-"" ~ tfI .. dl...,..,,) II.
or AS. T.M. C-76. Cltm JJ/. 8 Wo1l. lIffId1f,ed where ttIe ellfptlool mel ~
area 1$ p/ac<<1ln tfJe oenter _ -thlrrJ of tfJe wolf.
.,. Top GtId fl<<Jr ,1Db flllcJutu$ and re/nfor-.nf tIr. for preoost f1Itd "., /fI
pIt1De atJMfnJtJtlon. Top and floor slobf shal/ be of Closs 11
-.n. C<<tcrete 0$ $p<<:lf/ed ,fI "-S. T.Il. C-"" (<<J()() ,.11 f/ftIY be
~~/:,:, ;~..:.,and ,,;*;'~ooncre~':::'e:: "::':'ed g. ::.r1:' :,:,:::r ~-:=: :-,_;/-:s.=:" :r:. ::::;'IwI If. FfI',.,.".,)fItt:t-..... for f,.., .. ..,,: and. for ..1MerJClrIy
IMpectIotl of pr-' drvltw1ge prodJcts. tit corners. *"'" ... /1rtIU 110. 1tJ.
.......
". ".,., MnIIt!t rlMw r -*He fops shall be .... ,. .",.,.. .. ~ Gn
".IM- ,
~ <
~
~
~ 7'
. C.'IO'
1tG.S' . J2'
2'-of()'
Ji.
C
7. Ret::If1t9JkJr sfflJCflJre$ 11III1 be ,.",.,. .. dIrected by ftre efl(lltteer /fI order
ID ft1DllltGte OOfIIIectlolllJ betwHfl ".. RruaIUre wall, _ .. .... pIpes.
IZ. ~.__'" H' are ID be ChetJIlw fr fltlt1tt1fktn III "..,.,. of
IJ. .."......".,..",." ~ NY be ~., lite 1Wft.......:.,ktn
... ... fIIt(" will ntII ... or Incr_e ftre Mefftf of utll~""" Stdl
.. .". *11 be ,.".Wted at no addfffOllol at ,. lite 0.". ..,.,. UIWer
A/tetIttIIIe A UIfItJ ...., ,..., Alternate B "'"' .",." fII/III'fIIIef " ".
...,..,; rlW".,. fII1IJIIa " ttlI$ ,fldex 0II1y.
--
------,-
E..,n when AD haoU are specIf"'1y r.'red, ~".,. It ".
,. f1Itd bottom skb Ittt11 be repIooed w/tfJ stru/flrf -..u.,* r.",.roI
r./~t In OIlCOI'ltGIlGf wmt ". relMorc:ement dele" ..... __
'Ret/tIr Sfrolg/lt End EItIbfIdtNnt Or Per1ptrerG/ Re,nfMJeIIMI In Uettflf AD
S"'*" HooIcs For Tap And ~ Sk1IJ6'. /tttJex No. 1111. SIIHf J of 6.
~ NOTES
I. S",~. .U" ,. .._ fir lip. fnfentHJd,ote. ond bottom slobf.
--
SI~ r.r
~o.5 < J E
J'< 4' - 0
~-4'< 16'---C--
__ 16'< 22' D.
___22'~ E
2JJ' -40' G
SIZfI r .,.
~0.5'< J' E
J'< .,' 0
4' < 15' C
IS' < 210-----
21 < zr --y---
- 2r-<<t G
SI~ r.I'
E
o
-C-
O
E
G
--
---
__ ~0.5'< J
J'< 4'
-~IF
12'< 13'
18' < 24'
--- 24'-<<t
~0.5'< ~
J'< 4'
4'< H'
/if' < IJ'
21 < PIt'
2JJ' -4()'
~ O.:f' < .J'
J'< 4'
.,.. IS'
15' < 2f
2f < !XY
lO' -40'
~Q.5'< r
J'< .,.
4'. .,
.< II"
1!l'<:Jr
JJr .C'
~a".,'<
~<
4'<
16'< II"
l!L' ~ r
",,-.v
~o.: <
<
<
I < ,.
!J' < ff
!r-4t1
~C1$.
S<
. r
A < !f"
~ < r'
li .....,
REINFORCING SCHEDULE
... . S1UL
0If
SCHEDUlE , ., 1($1"" 'AMICI
li
.
5. All re,nf-.t $hall be AS. T.II. NilS, GnIde 60 or 65 KSI we~ wire
fabric. eltfJer _tfJ or deforTl/lfd.
L S. , ... ,. .... ,.... ,,,,,,.,., gtDde III fop of slab.
J. ri", , __ *PIt ,. -.wi ". HIe ff1p af fM bottom slob for boxu and
fD ",.. .. " .. ...,.,.dll ,. Mb for rlHrs.
A
-B
C
---0
---E
-- F
G
~. rtflf" ,. ",. ___ ..... fop r1f ""'er slab to bottom of upper slab.
,
a8TJ.~ BOTl'OMS TYPE J AND P
- N. T.S.
I
I.
r 'Of Grrrfw
~- :J~~u0
HALF SECTION CAST IRON GRA TES
.
J'-r
1---,-.
o
,~
~
~~ ~
.s
~
I--
-
----I--
---- ~
c8
8"
~
l~
6'-(1'
l---.---
Unlt!ss Otherwfs.
Shown ~ Plans
to
~
~
8"11I
-co
~
~
~14~'~~~'
~ ;1 ~j
'1=~ -!-~f7:-
Il~~ -ftr -H-I#'
TYPE C
Approx. Weight 235 Lbs.
CAST I/TON GRA TE
,_ 2'-JI' 'j
! 111.
~~
TYPE C
Strw1fht Bars 2"x f
R.flcullne 8tn I i x i"
Botrtblfxr
/4rJtNrJIl. Wel(Jhf KXJ u..
STEEL GRA TE
2'-(1'
~
1
--!--
--
_ 8"~
J'-6"
1-----
Unft!ss Otherwise
Shown ~ Pfans
~
NOTE, Alt. 8 Structur~ Bottom Only. See Detafl No. 2fX)
STRUCTURE 8OTTOI/ FOR INLETS TYPE C
SCHEDULE
o
C
B
C
D
F
SIZ& ,..,.
~ 0.5'< J' D
J'< 4' C
1---_ 4' < J' B
9'< ". C
- IT'< JI' 0
J1' -4()' G
$IZf, ,. d.
~ 0.5'< J' 0
J'< 4' C
4'< 16' B
-.7< IZ C
--U'< W 0
29' -4fT F
SIZEI r If ,
~ 0.5 < J' F
J'< H' C
H'< lD' D
J!1)' < IG E
28'-40' (]
D
c
B
C
o
,
o
c
a
c
D
,
-
J'-.('
1
~
zr
~
~
MADDEN
2'-tr ~r
';- 1--
~ "'-
.'r,_! r..,:_.(.rt....' t ,',,\
~
\.1
PLAN
CIVIL 'ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
5.1' J'..(' sr
~ ~ f- 2'-(1' --j ~ ~
r Grate --' .J- .'
_= :ih Lei. j .... E,. &o/t
:f I' - - 1 S.. Index lOt
~ ~ r ~l ~
\; -- +- -. T~:r ............. -4 &Irs .
-- ~ ctrs.
<c'
0
" a::
0
....J
L....
~ Z
-
;( 0
~ Z .
<{
t5 .J
Q::: en
6 0
u..
Z
~
:c en
0 (!)
Z
~
0-
J V)
0 0::
~
0 . Z
I- ,~
~
en
~
<3
SECTION
TYPE C
R~ed 1Iox1_ PIpe S,_
2' -tr Wall-' Pipe
J'-' Wall-2.(' PI,.
GENERAL NOTES
I. Thu. IfI,ets or. su(fable for blqtc/e and "...".1otI oreas and r. fD be UHd IfI d"...
.wkIM f1Itd 0"'" or_ subJtK1f fD ,nfretJ/Mlf traffic 10000l. ,." ... rrtIf tfI be pII10ed
/fI tlrfOS subject to ..y '-t whHl Iot1tb.
2. ""." subject to ItJIfllltIDl debrl. #Ioukf be ot1Mfructed "ItfItJuf .fs. Wllere debrTs I. a
probIM Ifl/ets #Iould be ~ "IffI $Ir1f$. SIf1fted ""ets IotxrfN w/tfJ/n fTIfItIWf11
clear zones and (fI or_ _u/ble to pede$trkIM ..11 ,.",. "",.,.,. ,lots. TM
frtNent1bIe $1tIf -'1f1otJtIon I' f'1tII ___, ID Inlet Type H. Slots -.r be 0I1ItItr1JtJfwJ
at e""'" or bath ends .. *"'" till pIM8.
J. Steel grates are fD be used 011 all /filets where bk:ycIe "."flc Is ..tlol/Xlfed. Steel gratu
re ID be used 011 011 1/l/ets w/tfJ frr1IferstJbJe $/ots. Eftfter oat Iron or $f"' fI'(Ifa ~ be
UHd 011 ,,,,.ts w(tfwf ,lots where bICl}'o/e "."flo 1$ not "flo1/X1fed. E/tfJer 0II$f Iron or
steel grate. lIIlI,Y be UJed till all Inlm w"" fIOfI- frrIrentlble $10". Su4J- to tfJe .,.ton
dut:rfbed ..... when AJtemofe G "",. I. specified In file p/oM. e""'" tfJe $feel (1nIfe.
hat rRpped _"""'Ized after fallrlot1flon. or ftre oat Iron (1nIfe /laY be UIIetI. l/IIJe$$ tfJe
p/oM $flpult1te ",. ptJrlkJJlor type.
4. R-.ded trItIXI_ p(pe .(zu ~ "'" for Ot1fICrete pipe. Pipe $fIN kNger tfIt1fI
fIIDH r~._l"'ncNd -' be oIwJcI,tId for fft.
5. AIf eXpO$ed comers and edge$ af OOtttiI'ete ... fO be cIaIIf~ed {.
6. Aw-, to be used till ItWtJ wltfJtJuf ."".. and /film w"" fIOfI-frr1rfIr$tlbl. $""" on/y
wtlItl otIlled for (n ",.,..,., ,.",.red till ell frrIrerdle ,1tIf I"/et&. CO$f,. be
InclUded (fl ODfIfraot un" prfoe for Inlet&. QJantftlu *"'" are for ItrfomatItJn 0tJ/y.
7. Trfl/ltIf'$tIbI. sfoflJ ~ In exl$f"" /film .11 be ptlld for u 1ft,.,. perffflI.
and *"1 Include ",. oost for MfIf open/nftI. IJIW"" t1fId allY retIIlred"""1 JJlt".",..
B. SoddIfI(1 to be used 0/1 till /film fItIt iotJf1Ied I" lJIWed oreas f1Itd p#IId for I/ndtIf' tItItItrr1l1I
un1f prlcfJ for SoddIft(J sr.
9. For $UppI-trIrf detfll/$ see Detflfl No. 1111.
.
.
C
I- ~
....J
.....
. ~~~
<(
....J
....J
;: ~<-
<( ~~.
~ CD I
(/') >- I
~ ~~~
Z "-
W<CIQ
Cl ~Q."'"
Z ~~
<(
....J i
:t:
, ()
-
a:::
.
eF.D.o.T. TYPE C INLET
- N. I.S.
LDNG-WAY
SLAB
DEPTH
SCHEDULE
~ 0.5' < J'
J'< 4'
4'< r
J'< rr
IT'< "
Jf -40'
D
C
B
C
o
G
SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES
(ALL SLABS If THICK - REINFORCING PARAli.E.L TO SHORT WAY AND I.DNG WAY) .
LONG-WAY SHORT-WAY LONG-WAY SHORT-WAY
--------- ------ -
SLAB SCHEDULE SLAB SCHEDULE SLAB SCHEDULE SLAB
DEF:TH DEPTH DEPTH DEPTH
SIZE, I' . S'
~ 0.5' < J' m ____f!.. ______
-==I':;'-~_ C
.,' < H' =:='B-:-":=~~
- ----~<--ii.- - C
1--- -iT;- 28' r---=---=lL::-:--":= __
u2if:.fo' -- l F
SI~S'.r
~0.5 < J' 0__
J' < 4' C
- ---;('<-,2'- -- 8
---:::-F:~i- =h=~_=:~ ---
--~T:4()' F
SIZfI 6' d'
__3 0.5~~_ __-.-P.____ f---~ 0.':" < ~
J'< 4' C J'< .,.
t---4-<-r- --8--- 4'< /I'
~-~- 7' < /6' C --- .. ~ I!.J'
16' < tJ' 0 n'< :Jr
1---23,_ifO'--- ----. y--- 2'-"
SI~ 6' If I'
~0.5' < J' 0
J'< IS' C
f-- 15' < 2/' --.- /)-
2/' < -U- ---E--
I--- 8':-10'- G
1----- --------
~ 0.5" < J'
J'< 4'
4'< ..
/8' < IS
ZS' < JZ'
J2' -<<1
E __
o __
C
0-
--F'---
G
~ 0." < J'
J'< H'
H'. I!lT
I!lT < .!If!S'
tIJ' -<<1
F __
C
o
E
G
--
WALL DESIGNS - RECTANGULAR STRUCTURES
VERTICAL REINFORCING
WAll
DEPTH
SCHEOULE
(j
SlZ6 ~...
~ 1.11' -<<1 I A
I
SIZEI ".,
~ I.IT' -4()' I A
1
SI1& ,.,
~ I.IT'-ifO' I A
I
SlZ6 ...,
~ 1.Il' -<<)' I A
I
SIlfa r.,
~ I.IT' -4()' I A
I
I
SII& ,.,
~ I.IT' -'10' A
E
D
C
D
E
G
--
E
D
C
o
E
t:
~ I.IT'....,
.sar. ...,
I A
I
I
..
HORIZONTAL REINFORCING
WALL
DEPTH
SCHEDULE
I ~ fJr....,
I
a
I
1 2: 1.(7'-<<1
I
B
I
1
~'Jr < ~.
~-4(f I
8
C
I
1
~/.Il'< ~ I
1lJ!"-CT I
S
C
I
I
I
~/.n < 15' I
o-<c' I
C' -CT I
8
C
D
2: I. < ,
.".
, < B
A -..,-
a
c
D
F
I ~/.rr < t!S' I
I r:r< a
I 1lJ!"-"'-
C
o
F
SLAB DESIGNS
- ROUND STRUCTURES
SLAB SLAB
DEPTH THICKNESS
SlZEA J'-({'
~ 0.5' - ifO' If'
REINFORCING
(2 WAYS)
SCHEOOLE
"
....
"
co
I")
=tit:
W
a..
S;Z
cn~
.,.-0
~
l-::E
~2
ZV)
<Cw
'cE
<
a
C
--
--
1----
I---- '
---
;3
w
C>
a:::
<(
I
<.)
Z
a:::
w
w
Z
(3
Z
w
SIZE. of-(/'
~05'-4()' ..
c
___n
SlZEA ,.,
~0.5' < JI: r
lO' ~<<1 ,
C
D
-----
SIZ6 1''''
Ih
. ~
(ij
5
w
a::
,
~
~,
0
I') I.-
.- N ~ 1""' -- -
~0.5' < 6'
6'< 11"
18'< Jtl
30'< ST,
ST'-4()'
IJ
C
IJ
E
G
SIl& ,.,
.-I
~o.~ < ~
9'< 15
/5' < . t,;
tJ' < J ..
JJ' -ifO' ..
C
D
E
E
.
SIZE. II.,
oi:fJ.5'< 6'
6'< I/'
If < IT'
"'< D
D' -40'
C
o
E
E
II
--
SIl& ".,
~.5 <
ff<
".< If)'
16' < 20'
__IlY-4()'
c
o
E
E
.
JOB I , 931&3
DATE: 7-24-96
SCALE: NONE
OESIGNED BY: KSS
. -
"DRA~ BY: KSB
APPRO\f'O BY; CMM
~~ .
17 of 20'>
,','!;~ [,
~
...~
TROWEL - FINISHED
CONCRm BENCHING
MADDEN
.1
~: n '~11 (,':' 'r r; q in c
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland, Florida 32751
(407) 629-,8330
FINISHED GRADE
f';lil/I.~~?il1i!!.!::-!..I,;;:::!' 'I>'0/I:(j(-:::/""l
'(.jl:......'-',,,'I 1):// I,'<<~ ">-..'11 l:i. 11,,"--1.."'7
CONCRffi BLOCK ~ [ _ 36" ~IN
OR BRICK AND (, EE NOTE 4) COVE
MORTAR WAll ~--"-
FILLING AT
BOTH ENOS
RESTRAINED
JOINT DUCTILE
IRON PIPE
....
........-'ll-f- ........
CONCRm BASE ~ ~~~ /SEE MANHOLE
~lli CONNECTION
~~ DET~LS . ~
L \-,J.'
r II ~~~ ] I: ~
~~~~
II
I
I
~
~
~O
z
o
~
::::>
~
z
o
,0
.....__VENT HOlE
........,J..-- 1- STAINLESS
STEEL~
~ c:--' STRAP TWO
PER Of
> SKIDS W1NIMUM)
12~
___ ..--'JL__..lli.Jt1l1
----p.;: ''-'''',/''',/~~.,~'-
~/'///'/:-/' />/// X'//'
:,;~~>~",>>:-y~~~~,<~ ,'S\,--v'
///"'/' '/'/ //'/
))~~;~)v
2~i5~~'
~ 45" PVC
CUT CURVE
- FRAME AND SOLID LID NEENAH
NO, R-1974-A ROUND DR EQUAL
V/CLEAR OPENING EQUAL TO-
PIPE LD,
TROVEL FINIS~
FIN GRA,DE-"",., '\
T----'UL------'tiL -~('i~<<@:~~-~
1<<">;;).;/1 ;,,;/;">--:">/:"/7'/''),
I ~<~~>%'~5<~>~~<'::t
. , . / <~~/<<'<Y/.'>
I '/">;-7/;'>>>~~
I . " /''</''V
(/)11 CONC ENCASED __n_-J
6' MIN ALL /
WI AROUND //
-' /
~;
>! i 6" I j/
, /--1-'/
I I /------
L / I
""'-l I-'
f--
'---, ,.. ...
b" MINJ L
4d ~MANHOLE FRAME & COVER
(SEE STANDARD DETAIL)
SET COVERS FlUSH IN
PAVED AREAS & AT . ./ FRAMES BEDDED IN MORTAR
ELEVATIONS SHOWN IN Tl'>/II.'-U.,-";: ~
UNPAVED AREAS. ~'YI.';j11'
';ru<.;;..,,<..........' ". 2 COURSES OF BRICK (MIN.)
S6: MIN, 1, / I , ., iJ 4 COURSES (MAX.)
3-0 MAX,L//~/~ IY
. -- --- :; INSIDE WALL~ OUTSIDE WAll
EPOXY COAl TAR COATINGS \ I I/) ~ --- jg'~TPf0~~~lES
PER SPECIFICATIONS "" 4' -0" 5" MIN <( ~
~ I PRE -PRIMED ~1 t:/'" -- PRE - MOLDED
_. JOINT SURfACES PLASTIC JUIN r
L.J SEAlER WITH
PROTECTIVE
~ro I/) WRAPPER
BENCHING PER SPECIFICATIONS... iI)- _ O.o*-_ W (WRAPPER TO
_~1 'l iI:: BE REMOV[(l!
" .. ~
REINFORCEMENT AND JOINT ~ / 1 - 1- ~IN SQUEEZE -our
DETAIL TO BE DESIGNED BY 'Il:;;: M , COMPLETED ~
THE ENGINEER AND . L i~ '" L-.J..w j 8" MIN, ~lfrt~OUT \.
APPROVED BY THE 9ft :_~~
COUNTY. 1JgL j9C
TREATED ~O
SKIDS AT 10
MINIMUM SP~ING
{SEE NOTE 2)
,//
STEEL CASING PIPE
DUCTILE IRON PIPE ___ ____
'----~
SKIDS (SEE NOTE 3 '"I S' STRAP
...... ;,....
15< t..'Jo /
,~'
/
/
/
~____n 6" PVC
6' _~"p!l},p-U_u______ ___
/
/
.....
i '\
. ( ~/70 c.d
\ ~.- ---- "
- ----- '----45" PVC
CUT CURVE
.
f
1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAl
REOUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHAll BE MET.
2, CASING SPACERS, fl.5 SPECIFIED IN SECTION 33.4.4. OF THE MAHUAl,
MAY BE REOUIRED BY THE COUNTY OR MAY BE SUBSTITUTED IN UEU Of
WOOD SKIDS AND BANDING STRAP.
3. lARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24- DWEfER.
4. WHERE PRACTICAl, CASING SHAlL EXTEND 10' BEYOND EDGE Of PAVEMENT
AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN Nlf CASE.
THE COUNlY MAY REQUIRE LONGER CASING FOR DEEPER BORES.
BEDDING ROCK
2" MIN,
PRECAST MONOUTHIC
Bi'SE
CAST -IN-PLACE
CONCRITE BASE
UNDERDRAIN CLEANOUT &
NTS
BORING AND JACKING DETAIL
(fIG 106)
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 \N'J(Ri Of THE MANHOlE. SEE MANHOlE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED f.S AN AlTERNATIVE.
PRECAST CONCRETE MANHOLE
PLAN AND SECTtON
(flG.'200)
"
TEE
PRECAST
MANHOLE
WAlL
,
~1 I
-:~-r,
METALLIC LOCATING WlRE-
o INFLUENT SEWER
) (SEE NOTE 3)
CONCRETE ENCASEMENT
OF VERTICAL PIPE
DROP PIPE
(SEE NOTE 1)
90. BEND
f-- 2-
.' .'....,.,.'. ,'1
FINISHED GlW)(
:U~'-;'Y;;~ ft"7J!!:.o;.:::::r:;.
~ ~
II~ f..'
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/...::.
I'; ~....-::o... 7; f
{f) ~ ~
~ 'J' i PVC WATER MNN
~ :os OR FORCE aM
.;:s , //:{/ I,~ ~ 'f::';.
/ r. /1.;:z!.0/h-I,/7t.I /;;;;:..t"
- ^
v l,.---' PRECf.ST
MANHOLE
, WAlL
~
PVC OR DIPQ
"6"
~
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INLET CONNECTION
AS REQUIRED
. IJ-l ·
o ).
t-- · -
ASPHALT CONCRETE
..
~
PAVEMENT BASE
. CLEAN NA l1VE
~ND BACKFILL
STANDARD DROP DETAIL
r--_
METAllIC lOCRltG WIRE
---,--..... .
I
""r:
L 1. MAX. I
~
TRANSITE COLLAR ENCASED
IN NON-SHRINK GROUT
FLUSH WITH MANHOLE WALL
(SEE NOTE 2) -----
I---
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^
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D.O. T. 1902-2
// UNDERDRA'N, SA~D
6- PERFORA lED UNDERDRAIN
cr-------- PIPE I'ITH FILTER fABRIC SOCK
..
----
MIN. 24"
STABILIZED
SUBGRADE
PRECAST __ 6
MANHOLE .........
WALL
SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
I
WRAP
......
STAINLESS STEEL .-
BAND
~
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....n ~
.
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....
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0<(
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c:p
NOTES:
1. PVC PIPE SIW.l REOUIRE INSUlATED METAllIC LOCATING WIRE
(14 GWGE COPPER) CAPNlE OF DETECTION BY A CNlE LOCATOR
2. AND SHAll BE BURIED DlRECTlY'NJ(NE THE CEfffERUt€ OFTH( PIPE.
lOCATING WIRE SHAll TERMINAl[ AT THE TOP or EACH VAlVESlX
3. AND BE CAPABlE OF EXTENDING 12" NX'NE TOP OF: 80)(, .. .SlJtH A
WANNER so ~ NOT TO INTERfERE WITH VN..VE OPERATION.:' .
USE DUCT TAPE AS NECESSARY TO HOlD WIRE tlIRECTlY' OM. nf
TOP OF THE PIPE.
NOTE: REFER TO GE01E~i, REPORT PREPARED BY
GEOTECHNICAl.. AMP,'. .'EH, ~.... TAL CONSUlTANTS. INC..
WHEN INSTAl.LINC THE ~A1N.: '
~TANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
,. 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 ~ORE ABOVE THE MANHOLE INVERT.
JOB II
DA IT: _
SCALE:
DESIGNED BY:
DRAWN BY:
APPROVED BY:
PVC OR
DIP
~~S:TAlNLESS STEEL
PIPE CLAMP
6
, RESILIENT
CONNECTOR
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PVC PIPE LOCATING WIRE DETAIL
(riG, 1(8)..
a,UNDERDIWR · jQITAIL..,...,
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MANHOLE CONNECTION DETAILS
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93193
7-24-96
NONE
KSB
KSB
CMM
,
..
'-1. BRASS
CORPORA TlON
STOP
1"X 3/4 CURB STOP~
WITH METER COUPLING
(LO~ING TYPE)
RJ..Ar:l
EDGE OF
PAVEMENT
BRASS
CORPORATION
STOP
WA TER SERVICE LINE
1" ASTM 02737 PE3408 TUBING
PROFILE
NOTES:
METER & METER BOX FURNISHED
BY THE CITY Of WINTER SPRINGS
& ALL W'A"&~ 5lR"1C15 U....t<< ....\If~"'T
411le 'to _ tltCASU>> till " 2 tl ~c."',
&eo five. c.A91~~ . -r"l l..OC4~ WIR.~
~ ~ 'a& ,"", ~u.tJ> Cf\ Ta6
"'M'~ ~Vl(.lS '\"0 ~ c.vlla ,.."oP.
POTABlE SINGLE WATER SERVICE UNE
.
STREIGHT U BRANCH & CURB STOP
ASSEMBLIES WITH 7 1/2" SPACING
\
1. BRASS
CORPORATION
STOP
E.Lm
EDGE OF
PA~MENT
. V ..<'V~L<I' ~ AV'..<'V..<'V ..<'V.t('{<<S(/-'V..<'V AV',,<</..<'V,NAV ,.<<(~x...<<<&..<'V..<'V ..<'V..<{//. "'1)( . '/
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--......., 1. ASlM 02737 PE3408 TUBING
45. MAX ~
PROFILE "\
)
NOTES; /
METER & METER BOX fURNISHED; ~______.
BY THE CITY OF WINTER SPRINGS/
~ w..~<<. S~MIC.l~ .,..tIe~
-.....~M~ I>~' 'to .\'
~<A.""I> ,,, ... z.""=t~. ~ P"t.
c:."'S",IC.. nt. ~,\"o" w''''-
...,,~ k.o .1. I~TIlo.l.LU...
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POTABlE DOUBlE WATER SERVICE UNE
BACK OF
PAVEMENT
RECLAIMED WATER
MAIN
1" SINGLE
SERVICE UNE -
METER BOX TO BE
SUPPLIED BY CITY
1" CORPORATION
STOP
1'-0.
~IN
R.O. W. OR BACK
OF StDE;WAU<
TIE SERVICE
TO 2X4 BOARD
PLAN
RIGHT OF
WAY LINE
~
MAINTAIN l' MIN
DEPTH OF COVER
~- METER BOX TO BE
, SUPPLIED BY CITY
/. ~
DGE OF PAVEMENT
ACK OF CURB
1. SINGLE
SERVICE LINE
ASlM 02737 PE3408
CORPORA TION
STOP~
1" CURB STOP
FORD COM PRESION BY FEMALE
WITH LOCKING WING STAMPED
"RECLAIMED WATER"
PROFILE
NOTES:
1. METER BOX INSTALLED
BY THE CITY OF WINTER SPRINGS
RECLAIMED WA TER SINGlE SER'JICE CONNECnON
BACK OF
PAVEMENT
RECLAIMED WATER &
MAIN
1.5" DOUBL~
SERVICE LINE "
METER BOX TO BE
SUPPUED BY CITY
'- 2" CORPORA 11 ON
STOP
R.O.W. OR BACK
OF SIDEWALK
EJ..A[i
MAINTAIN l' MIN
DEPTH OF COVER
~
DGE OF P A ~"'ENT
ACK OF CURB
METER BOX TO BE
SUPPLIED BY CITY
~
t - SINGlE ·
SER\4CE LINE J ~
ASlN 02137 PE3408
R,O~W,
,- CURB STOP
FORO COMPRESSION BY fEMALE
WITH LOCKING 'MNG STAMPED
"REClAIMED WATER"
, PRQfIlE:
NOTES:
,. METER 8O)(INST ALLED
BY mE CtT'tOf WINTER SPRINGS
.
RECLAIMED WATER DOUBlE SERVICE CONNEC11ON
2 1/2" HOSE
NOZZLES
BREAKABLE
BARREL COUPLING
OR flANGE
6" STANDARD HYDRANT
WITH 5 1/4" OPENING
CAP CHAINS
ONE PUMPER OUTLET NOZZEL
ON STREET SIDE
PROVIDE CONCRETE COlLAR
IN PAVED AND UNPA~D AREAS
~
:x:
"
W
z :x:
~ x
. <
co ~
.' ;..,
~
~
J
FINISHED
GRADE
18"X18WX4" CONCRETE t
COLLAR WI TH 14 REBAR
CAST IRON BOX
3'-0" MIN
CO~R
DRAIN VAL~
SHALL BE PLUGGED
"'
~-~
(J
LOCKING 6" HYDRANT
ADAPTER AND HYDRANT
TEE, OR 3/4" TIE
RODS (WIN 2 PER
CONNECTION PIECE)
6" CONNECTING PIECE -
NOTES:
,. THE HYDRANTS ACCEPTABLE TO THE
CITY Of WINTER SPRINGS SHALL
BE EITHER THE ClOW I 42 MEOAUON
AMERICAN DARLING B848, OR THE
MUEllER A-423.
2. THE BARREL SHAll. BE PAINTED YELLOW
AND TOP WHITE
3. GRIP RING RESTRAINTS SHAll BE
USED IN PLACE OF All lHREAO RODS
FIRE HYDRANT ASSEMBLY
'''REClAIMED WATER CURB STOP TO BE INSTALLED
BY CONTRACTOR ON ALL RECLAIMED SERVICE LINES
FORO NO. BRW41-344W
AWWA C901-88 PE 3408
PURPLE POLYETHYLENE TUBING
RECLAIMED WATER CURB STOP
2- DOUBlE CHECK VALVE ASSY. ~
2" WATER METER '\
2" GALVANIZED
PIPE
12" MINIMUM
..........................J..
. ..........................".....
...............
::::::::::::::::::1::::::
..............
...............
................
.............
.............-
--.,. ..
::~:::::::~~~:::~::: :::::~::::::;::::::::::::
TEMPORARY JUMPER CONNECTION &
~
WDOWNSTREAMW
LOT LINE
.y" BRANCH WITH SPU
30' CURVE
AS REQUIRED
x
<
~
in
---j----j
---lr----6
6.X 4' DOUBLE WYE WITH 6"
ClEAN OUT INSTALLED TO J'
ABOVE GROUND SURFACE
NOTE:
SERVICE CONNECTION DETAILS
SHOWN IS FOR A DOUBLE PVC
SERVICE A SINGLE WYE WOULD
BE USED FOR A SINGLE SERVICE
&. 6" SEWER STUB IS TO BE NO
GREA TER THAN 5' BELOW
FINISHED GRADE.
m:n:uu:uu:(1:t~
1::m~muu:n:l~
~~~m:mtt1:t~
~~~~m
~~ Wi ~~
~~ tt~
2t1:t~~~~%u:m
~~1:t~1:ttt'::n:ctt
~~~~tl1:t%un;!
RECLAIMED WATER
1
l-L
!
TO BE DETERMINED
, v/:U"'<V/:{/,.<<(/CV/C{//C<://V"(V' /,:/ /.'</,('//CV'",~/({//-0",'</(-;(;(~VA.<(/Cv..(V' ..<V..(" /N' // ~-...:: {....,....~.:<-f.",~y
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.
. EXTENSION STEM ~TH
2- SO. WRENCH NUT
AND UPPER GUIDE
REQUIRED FOR MORE
THAN 4' DEPTH
BOX SHAll NOT
REST ON VALVE
OR PIPE
VAlVE (TYPE
AS SPECIFIED) -
PLAN
GROUND LEVEL
SEWER MAIN
SIZE VARIES
TYPICAL SEWER CONNECllON
rI
SEWER
L.1
li
!
TO BE DETERUINED
CURB STOPS WlTHJ
METER COUPLING
LOCKING TYPE TIE SERVICE
~ TO 2X4 ~OARO
RIGHT OF
WAY LINE
~
~_ 6" MINIMUM
~
SEWER MAIN
SIZE VARIES
PROFILE
TYPICAL VALVE BOX COVER DEl AILS
POTABLE WATER
I
l-L
!
TO BE DETERMINED
SET TOP OF VAL~ BOX
TO FINISHED GRADE
18"1<18"1<4" CONCRETE
COllAR WITH 14 REBAR
AO.lJSTABLE
VALVE BOX
(CAST IRON)
MECHANICAL JOINT
GATE VALVE
Z
2
.
~
l
TYPICAL VALVE AND VALVE BOX DETAIL
VALVE, VALVE BOX AND COVER
..
MADDEN
.. I r (' ~-', r, ,-' ,.....
.~ . , ' ~ ! , ,
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-6330
.
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93193
7-24-96
NONE
KSB
KSB
CMM
JOB I
DATE:
SCALE:
DESlGNEOBY;
DRAWN BY:
~PPROVEO BY:
.
19 of 20
I
)
j
~;..'::"~~.......~~~.
':, <.' . ~. ,,' :.
. ".. . .. ,;
:'\'\' - .,
ere
-,
..~;
~
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. ~
~:-
l: ,'I' :<. ~,
." :.~ '.~;-
t,- ·
t
,-
.'.
I\"," ~.. . .
.!;-,
UJ
MIN 18 LT. OJ
8-
t MIN
H · *
8l~~
. VALVE VAULT .
I I CAPPED NIPPLE AND VALVE
I I FOR PRESSURE GAUGE (T'fP.)
o
o
UJ
~
OUTLINE OF ACCESS OPENING .--l
CABLE HOLDER -----~
f
FLEXIBLE
COUPLINGS
(T'fP, )
PLUG VAL V(
EMERGENCY PUMP
CONNECTION
F
PLAN VIEW
NTS,
* * V~VE BOX SHALL BE ENLARGED
If FLOW METER REQUIRED OR
PER NOTE *4
4" OJ VENT WlTH VENT CAF -------~
ALUMINUM ACCESS HATCH WI LOCKSET r-
AND RECESSED HANDLE. ~
'------...:-
-~
- ALUMINUM ACCESS HATCH wi LOCKSET
AND RECESSED HANDLE (SEt NOTE 8)
- FLANGED RISER wi BLIND FLANGE
STANDARD FLANGED TEE
3"
B
........-......~~
POWER CABLE
2" D1A. SCH. 40
STAINLESS STEEL
PIPE
MIN, 3/8" HEAVY DUT'f
STAlNLtSS STEEL
LIFTING CHAIN,
PLUG VALVE wi LEVER OPERATOR
STAINLESS STEEL PRESSURE GUAGE
PET COCK VALVE
~~
-::::l!
A
DUCTILE IRON PIPE
---. (RESTRAINED JOINT)
---17"
~
2-*4BARS
CHECK VALVE
GAlVANIZm IRON 3" FLOOR
DRAIN, SLOPE OUTLET PIPE
1/2" PER FOOT. SEE NOTE 13
4"
SHOWN ROTATED 90 DEC.
fOR ClAAl1Y, ~ _"
MIN. 18 lor OJ
24 VOlT flOAT 1IQUl[)
lEVEL CONTROLS
.
0
w
~~ HIGH AlARM
;;'0
~~ lAG PVWP ON
~...
'"'
PUMP ON E
BOTH PUMPS OfF
ELEV. Z
.
<0
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~
.
.
.
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, · .:l
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.
~
..
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~ . ---J
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.
'--,. .
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(7) -
::::l!
GRAVEL .-J
*6.-12 OC E.W.
W
MIN.
UlN. 3/4 OJA x 11" STAINLESS'
STEEL ANCHOR BOLTS TO EXTEND
7>> INTO BASE. '
3"-1
SECTION VIEW
N,T.S.
PUMP STATION DETAILS
. PLANS. SECTION. AND NOTES
(FIG. 301)
4" OF BEDDING ROCK WITH
POLYETHYLENE FILM LINER
UNDER ROCK
LIMITS OF SITE TO BE
DEDICATED TO THE CITY Of WINTER SPRINGS&.
a
WOOD FENCE
1" WATER
MAIN
WET WELL
10' WID
A$PHAl T
OR
CO~RETE
A
'v
REDUCED
PRESSURE
BAC K FLOW
PREVE~TER
WATER METER
2 - 6' SWING GATE
ell.....
t--- W
PUMP STATION SITE PLAN
, J
EXIST, GRADE
'co
-
.
r.o
,...,
..
t
GENERAL NOTES:
1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR
ENAMEL PAINT,
2. WET WELL AND VALVE VAULT SH.A.LL BE COATED WITH COAL TAR INSIDE
AND OUT. (TWO COATS, 9 MILS EACH)
J. 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 REOUIRED FOR LARGER
PIPE SIZES,
5. VALVE VAULT SHALL HAVE SEALED ~LOOR AND DRAIN.
6, ALL LOCATIONS' WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE
YAUL T SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR
NON-SHRINK GROUT.
7, THERE SHALL BE NO VALVES OR ELECTRiCAL JUNCTION BOXES IN
WET WELL.
8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 SS
HARDWARE AND LOCK BRACKET. Silt AS REOUIRED BY PUMP MANUFACTURER
AND APPROVED BY THE COUNTY,
9, FLEXIBLE COUPLING SHALL BE SLEEVE TYPE.
10. BOTH PUMPS SHALL BE:
MANUFACTURER: FlYGT; MODEL__CF'-3127 IMP: _~:
MM, SPEED: 1730 RPM: DISCHARGE ':iIZE:__.1.,__ IN,; VOLTAGE: ~_;
PHASE: 3 ; H.P.: -.-1JL..._
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 BETWEEN THE VALVE VAULT AND
WET WELL AS AN ALTERNATIVE fO THE' FLOOR DRAIN SHOWN
~ Vf1J..VE
VAULT
I.
I'
ll'J
....
Pl-
co'
-
r-- R/W
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PUMPING
STATIONS
DIM A
DIM B
DIM C
DIM D
DIM E
DIM F
DIM G
DIM H
DIM J
DIM K
ELEV T
ELEV U
ELEV V
ELEV W
ELEY, x
ELEY Y
E LEV Z
ELEV, AT
CONST,
DIMENSIONS
8" M!N,
-,----- --------
6'-0" MIN,
*
*
*
*
*
6' -0" MIN,
4' -8" MIN.
-- 1 . 5 7
0,03
--
3.03
3,53
3,50 j
--_._-,------- -
14.60
.-.- _.. -----_._---_._-~
. I 3.50
--------t-.-----.--
--+-------_.~
~~-I:=___m.=j
· PER PUMP MANUFACTURERS REOUIREMENT
, .
w
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a:: ~
<{
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a::
w
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z
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POWEr;:
DISCONnECT --1
- GALVANIZED
PIPE CAP
(TYP )
Y' CAl VANiZED __
PIPE' (',CH 80)
METER BASE
WITH BY - PASC -----.-----
,~ -/
/ --
1 -1 /2" MIN /
MOUNTING BRACKET ~/
ENCASEU IN ~
CONCRETE ----------l
HOSE BIB
I
I
I
~I
I
~- SEAL OFF
MO TOR CONDUCTOR
CONDUIT 2" SCH. 80
PVC (SEE NOTE 2)
CONTROL CONDUIT
2" SCH 80 PVC
T---
, I
~d
I
I
\
\
\
--.------
--..
INCOMIN(,
POWER .
.D
SWEEP ELBOWS
25 OHM MAX GROUND RODS
(2 EACH) (10' APART)
1._.__
NOTES:
1. DRAWING IS SHOWN FOR 2,)0 VOLT POWER SUPPLY. THE LOCATION OF
METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480
VOLT SUPPLY
2 WHEN TWO (2) SEPARATE CONOUCTOR- TYPE MOTORS ARE USED, CONDUIT
SHALL BE INCR[A'~F[; TO 3"
3 POWER c:upr~ Y '::,HALL BE UNDERGROUND ON THE LIFT STATION SITE
AND SHALL BE ) PHAC.E FFJOM A 3 PHA''::,[ SOURrE ONLY.
&4 CONTROL PANEL SHALL HAVE AN EMERGENCY GENERATOR RECEPTACLE,
PUMP STATION CONTROL PANEL
INSTALLATION DETAIL
(rIG.302)
,I
.
MADDEN
t- ~; ;~j It'; '.' r I n ( I i r' '
CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland, Florida 32751
(407) 629-8330
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JOB /I 93193
DATE: 7-24-96
SCALE: NONE
DESIGNED BY: KSB
DRAWN BY: KSB
APPROVED BY: CMM
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