HomeMy WebLinkAbout1999 05 10 Regular Item B
COMMISSION AGENDA
May 10. 1999
Meeting
Consent
Information
Public Hearine
Reeular XX
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ITEM B
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REQUEST: Community Development Department, Planning Division, presents to the
Commission, for their action, the recommendation of the Planning and Zoning
Board as it relates to the Final Development PlanlPreliminary Engineering for the
proposed St, Stephen's Catholic School.
PURPOSE: The purpose of this agenda item is to present to the Commission, for their action,
the recommendation of the Planning and Zoning Board as it relates to the Final
Development PlanlPreliminary Engineering for the proposed S1. Stephen's Catholic
School. The school will be located to the rear of the existing S1. Stephen's
Catholic Church.
. APPLICABLE CODE:
Section 20-355(10)
Planning and zoning board review: The planning and zoning board shall review
the final development plan and the staff recommendations. The board shall then
either recommend approval, approval with modifications, or denial of the plan to
the city, stating their reasons for such action.
Section 20-357. Final development plan.
The final development plan, which may include all or a part of the preliminary
development plan, shall consist of properly identified exhibits and supporting
materials, and shall include the following:
(1) Identification of the present owners and developers of all land included in the
development.
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May 10, 1999
REGULAR AGENDA ITEM B
Page 2
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(2) Identification of all consultants involved in the preparation of the final
development plan.
(3) A location map indicating the relationship between the area proposed for final
development, the remainder of the area within the approved preliminary
development plan, and the surrounding area.
(4) Boundary survey, legal description, and gross acreage of the area submitted
for final approval.
(5) A preliminary subdivision plan (preliminary plat), if the applicant proposes to
create three (3) or more parcels.
(6) A plot plan with scaled dimensions including, but not limited to the
following:
a. The name, location, right-of-way width, and width of pavement of
proposed streets, easements, pedestrian ways, bicycle paths, and
watercourses.
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b. The name, location, width and design of existing streets, including
abutting arterials within two hundred (200) feet of the subject property,
c. The locations, dimensions and uses of all buildings and structures,
including proposed property lines, utility plants and permanent signs.
d. Open and covered off-street parking areas, including landscaping and
external lighting systems.
e. Distance of dwelling units from vehicular accessways and parking areas.
f Walls, fencing or landscaping between private and common areas, along
streets and highways, drainage ways, railroads, and the perimeters of the
development.
g. Refuse storage areas and method of solid waste disposal.
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May 10, 1999
REGULAR AGENDA ITEM B
Page 3
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h. Areas to be conveyed or dedicated and improved for roadways, parks,
playgrounds, school sites, utilities and other similar public or semipublic
use.
j, The number and type of permanent or transient dwelling units; the floor
area ration of commercial and/or industrial uses; density by number of
dwelling units per gross residential building type; minimum setbacks and
building separations; maximum lot coverage; minimum floor elevation; and
height of structures.
(7) A general landscaping and tree planting plan indicating areas of vegetation to
be preserved and the proposed method of preservation, in addition to proposed
irrigation systems and landscaping materials.
(8) Design elevations and/or renderings of all proposed buildings or structures,
(9) Total acreage and types ~f open space and recreation.
(10) Specific recreational facilities and improvements.
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(11) Preliminary engineering plans for roads, water, fire protection, sanitary
sewer, and stormwater management systems including existing ground surfaces
and proposed elevations; typical cross-sections of proposed grading; streets and
sidewalks; canals and waterways; and proposed types of pavement. All plans must
be approved by the city engineer.
(12) Covenants..... (not applicable to this project)
(13) All exhibits must indicate the title name, graphic scale, and date of submittal
and any subsequent revisions.
(14) In order to protect the public interest, the planning and zoning board and/or
the city commission may request any additional information deemed necessary for
the decision-making process. Submittal of this additional information is at the
option of the applicant, although failure to submit the requested information could
result in the denial of the application.
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May 10, 1999
REGULAR AGENDA ITEM B
Page 4
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CHRONOLOGY:
January 26, 1999
- Final Development Plan/Preliminary Engineering
submitted
March 23, 1999
- Development Review Committee convened
April?, 1999
- Project present to the Planning and Zoning Board
FINDINGS: The Statfhas determined that the final development plan/preliminary engineering
meets all code requirements with the exception of those noted in the Development
Review Committee meeting minutes which are attached for your review. The
items noted in the Development Review Committee minutes will be addressed
during the final engineering review.
RECOMMENDATION:
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The Planning and Zoning Board recommended that the project be favorably
forwarded to the City Commission for their action, contingent on those comments
of the March 23, 1999 Development Review Committee minutes.
ATTACHMENT:
March 23, 1999
- Development Review Committee minutes with
attachments
April 7, 1999
- Planning and Zoning Board Meeting minutes
- Final Development Plai1!Preliminary Engineering
CITY COMMISSION ACTION:
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March 23, 1999
To:
Mayor
Commission
Thru: City Manager
Thru: Community Development Director
From: Land Development coordinato~
Re: Development Review Committee
Preliminary Engineering Review
St. Stephen's Catholic School
The Development Review Committee met on March 23, 1999 to review the preliminary
engineering for St. Stephen's Catholic School. P. Sutch represented the project. Staff members
present were Carrington, Cook, Dallas, Grimms, Houck, Jenkins, LeBlanc, Lockcuff and
Tolleson,
Please see attached Staff comments.
Impact fees apply,
LeBlanc moved that the project be favorably forwarded to the Planning and Zoning Board for
their action - seconded by Jenkins.
All voted aye,
cc: Staff
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1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
CITY OF WINTER SPRINGS, FLORIDA
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Community Development Dept.
Planning Division
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MEMORANDUM
TO:
Don :LeBlanc, Land Development Coordinator
I
FROM:
,
ThO,as Grimms, AICP Comprehensive Planning Coordinato~ y ~
!
March 23, 1999
I
St StJphen's Catholic School Revised Preliminary Engineering
Plansl
DATE:
RE:
i
I
Upon review of the plans, I !have no objections or concerns.
!
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MEMO FOR RECORD
March 22, 1999
From:
153',
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Land Development Coordinato ......
Re:
Preliminary Engineering
St. Stephen's Catholic School
I have reviewed the above referenced preliminary engineering for St. Stephen's Catholic School
and have no further comments,
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.Utility I Public Works
Department
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FlORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
February 25, 1999
TO:
Don LeBlanc, Land Development Coordinator
FROM:
Kipton Lockcuff, P.E., Public Works/Utility Director
/~
RE:
Preliminary Engineering - St. Stephen's Catholic School
We have reviewed the preliminary engineering for the proposed St. Stephens Catholic
School and have the following comments:
1. We have no record of the east/west 6" water line as shown. Please vwerifY during
final engineering.
2, No easements are shown nor do we have any record of easements for the City
maintained (up to the meter) portion of the water mains on church property.
Please address during final engineering, -
.
3.
Please show the proposed contiguous off site (turn lanes, median openings) and
onsite County improvements on the final engineering.
4, Water and sewer capacity is available for this project. Capacity charges will apply,
We recommend approval of the preliminarv enJ!ineerinJ! for St Stephens Catholic
Church.
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WINTER SPRINGS
FIRE DEPARTMENT
102 NORTII MOSS ROAD
WINTER SPRINGS, FLORIDA 32708
TELEPHONE (407) 327-2332
FAX (407) 327-8514
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MEMORANDUM
To: Donald LeBlanc, Land Management Specialist j
From: Robert E. Dallas, Fire Marshal~ C' ~~
Date: February 18, 1999
Subject: Review of St. Stephen's Catholic School Revised Preliminary
Engineering Plans
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The Fire Departm~rfrh'~; reYieW~'~;;b$,reVi~~ElPfan~.,Sign~~~~md sealed on
2/22/1999 of th7:&bove r;f~eQce?<pfdject)itnd fi~p~Atha~ the 2~,cerns stated in
au r memorand Pim-dated,' 2lf?X\1 ~~9 '.hq"'~bee/lsat~~,:~.~t~mly\ add ressed.
No further co~~en}lar~"~~4ui~~d~t-.t~is tirr1~e; <~;\\'~' ;;\
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CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAO 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
.
March 16, 1999
Peter-John F. Sutch, P.E.
Conklin Porter and Holmes Engineers, Inc.
500 W. Fulton Street
P.O. Box 2808
Sanford, FL 32772-2808
RE: St. Stephen's Catholic School- Proposed
Plans Not Sealed - Received March 15 & 16, 1999
Preliminary Engineering Review
Dear Peter:
The subject plans were reviewed and found to in general compliance with the Land
Development Code for Preliminary Engineering. I recommend signed & sealed versions
of these plans be forwarded to the Planning and Zoning (P&Z) Board and then to the City
Commission for their approval.
.
Please submit six (6) complete sets of signed, sealed and dated Preliminary Engineering
plans to Donald LeBlanc as soon as possible. One of those sets is for my records.
If you have any questions, please give me a call at 327-1800 extension 315. If you have
questions regarding when this project goes to P&Z and the City Commission, please call
Don LeBlanc at 327-1800 ext. 302. Thank you.
Mark L. Jenkins, P.E.
City Engineer
cc: Community Development Director
Land Development Coordinator
Peter-John F. Sutch, PE" CPH, FJL:(t! 330-0639
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MINUTES
PLANNING AND ZONING BOARDILP A
APRIL 7,1999 - REGULAR MEETING
1.
CALL TO ORDER
Pledge Of Allegiance
The Planning And Zoning BoardlLPA meeting was called to order Wednesday, April 7,
1999 at 7:00 p.m. by Chairman Tom Brown in the Commission Chambers of the
Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida
32708). The Pledge of Allegiance followed.
Roll Call
Tom Brown, Chairman, present
Carl Stephens, Jr., Vice Chairman, present
Marc Clinch, absent
Bill Fernandez, present
Rosanne Karr, present
Also Present
Don LeBlanc, Land Development Coordinator
Approval Of The March 3,1999 Planning And Zoning BoardfLocal Planning
Agency Regular Meeting Minutes
"MR CHAIR - I'VE REVIEWED THESE AND I WILL MOVE TO APPROVE
THE MARCH 3RD, 1999 P&ZILPA BOARD MINUTES AS CIRCULATED BY
MAIL". MOTION BY BILL FERNANDEZ. SECOND BY ROSANNE KARR.
DISCUSSION. THE MOTION TO ADOPT THE MINUTES OF MARCH 3, 1'99
WAS APPROVED WITH CONSENSUS OF THE BOARD. MOTION CARRIED.
II. REGULAR AGENDA
A. Final Development Plan/Preliminary Engineering for the Proposed St.
Stephens Catholic School
Mr. Don LeBlanc, Land Development Coordinator introduced this Agenda Item to the
Board and stated that Staff is pleased with this project.
There was discussion about the removal and mitigation of trees; landscaping concerns;
and the related "point" structure.
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MINUTES
PLANNING AND ZONING BOARDILPA
APRIL 7.1999 - REGULAR MEETING
PAGE2 OF 4
Mr. LeBlanc and Mr. Peter Sutch, the Engineer of Record, with CPR Engineers, Inc. both
responded to the Board's concerns, and explained the proposed "Plant List" - trees which
will be added to the project.
The Engineer of record, Mr. Sutch elaborated on some of the design specifications of this
project, including that "The purpose of that "block" is to promote a secure school
environment. As you can see from the way that the site is designed, everything is pushed
internally to the school, and everything is secured through a perimeter fence, so that they
can monitor people into the school, and also out of the school, and keep a close watch on
the kids - so that is why everything is pretty much more clustered into almost one block".
Mr. Sutch further explained about the footprint of the building and how this affected the
landscaping of this project. '
There was further discussion regarding the dry retention area; a "dirt spoil pile"; fence
heights; and irrigation.
The Board inquired about traffic studies; the size of the sidewalks; and the Board's
concern with the safety of the school children, especially regarding the closeness of the
sidewalks to Tuskawilla Road. A stoplight and an overhead walkway or overpass (to the
Oak Forest subdivision side of the road) was suggested by the Board as a possibility to
ensure the safety of the school children.
There was discussion on how certain portions of the structure, sidewalks, and trees were
incorporated into the design for this project. In addition, Board Member Bill Fernandez
referenced an article about the "removal of trees" in Atlanta, Georgia (see Attachment
"A ").
The Board further discussed their concerns about landscaping, and the water quality in
relation to this project. In addition, they asked about the status of the City's Arborist; and
whether a "Survey of Existing Trees" should be included, as per references from the Land '
Development Regulations.
"I MOVE THAT THE PLANNING AND ZONING BOARD FAVORABLY
FORWARD THESE PLANS TO THE CITY COMMISSION FOR THEIR
ACTION, CONTINGENT ON THOSE COMMENTS OF THE MARCH 23RD, 1999
DEVELOPMENT REVIEW COMMITTEE MINUTES". MOTION BY
ROSANNE KARR SECOND BY BILL FERNANDEZ, "ALONG WITH MY
CONCERNS THIS EVENING, WHICH HAVE ALREADY BEEN EXPRESSED".
DISCUSSION. VOTE: CARL STEPHENS, JR.: AYE; BILL FERNANDEZ:
AYE; ROSANNE KARR: AYE; TOM BROWN: AYE. MOTION CARRIED.
MINUTES
PLANNING AND ZONING BOARD/LPA
APRIL 7,1999 - REGULAR MEETING
PAGE30F4
B. Final Engineering Plans for the Proposed Winter Springs Retail Center.
.
The discussion on this Item began with comments on the location of this, project,
specifically regarding Celery Avenue; signage; tenants; and the planned landscaping. Mr.
Jack Reynolds, the Project Representative addressed the Board's questions and concerns.
Architectural design elements such as the planned windows were next discussed. The
Board further discussed the area around Celery Avenue and Shore Road.
"I WILL MAKE A MOTION TO RECOMMEND TO THE CITY COMMISSION
THAT THEY FAVORABLY APPROVE THESE PLANS CONTINGENT ON THE
l\:1ARCH 30TH, 1999 DEVELOPMENT REVIEW COMMITTEE MINUTES,
INCLUDING THAT IF THEY GET THE EASEMENT, THAT THE WATER
GOES THERE, OTHERWISE IT'S CELERY AVENUE; AND THAT THE
DESIGN SHOW THE MANSARD ROOF AND SO FORTH AS ON THE SKETCH
PRESENTED TO US". MOTION BY BILL FERNANDEZ. SECOND BY CARL
STEPHENS, JR DISCUSSION. VOTE: BILL FERNANDEZ: AYE; ROSANNE
KARR: AYE; TOM BROWN: AYE; CARL STEPHENS, JR: AYE. MOTION
CARRIED.
III. FUTURE AGENDA ITEMS
Chairman Brown spoke to the Board about the tentatively planned Special Meeting for
last month regarding issues relating to the property owned by Ms. Margaret Casscells.
Chairman Brown explained that this matter may be presented to the Board, at a later date.
. Chairman Brown also advised the Board that issues pertaining to the Comprehensive
Plan, are currently being researched by Board Member Marc Clinch.
Tape I/Side 2
· Discussion with the City Attorney on the Draft BylawslRules of Procedure for
the Planning & Zoning Board/LP A. _
· Discussion on the Evaluation and Appraisal Report (EAR) of the City's
Comprehensive Plan.
· Approval of the Official Zoning Map. The Board asked if this could be done
at a Special Meeting, prior to the end of April 1999.
· An update on the Parks and Recreation Department Renovations, in relation to
the Comprehensive Plan.
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MINUTES
I'LANNING AND ZONING nOARDfLPA
APRIL 7,1999 - REGULAR MEETING
PAGE4 OF 4
· A meeting with the new Parks and Recreation Department Director, once
appointed, perhaps in June or July.
The Board briefly mentioned the upcoming Board Appreciation DilU1er, scheduled for
. April 24, 1999, and the Fireworks Extravaganza.
Board Member Fernandez asked if the Board could receive an updated Board Member
List and a list of E-mail addresses for the Mayor, Commission, and City Employees.
IV. ADJOURNMENT
Chairman Brown adjourned the meeting at 8:07 p.m.
Minutes respectfully submitted by: Andrea Lorenzo-Luaces, Interim City Clerk
City of Winter Springs, Florida
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APPROVED:
--;;.
TOM BROWN, CHAIRMAN
PLANNING and ZONING BOARDfLPA
DOeSlboards/plann inglallllminutesl040799 .doc
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ATTACHMENT "A"
IOther news to note
The Orlando Sentinel, Sunday, April 4, 1999 A-l
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SOUTH
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"
, Study: 'Removal of trees
, makes A~lanta hot, nasty
ATLANTA' - Metro Atlanta is
. losing an a,v~rage of 50 acres per
day of tree cover to make way for'
new housing;' roads, shopping
malls and 'office parks, accordirig
to a new ro\a1ysis of satellite imag-.
. es. And as its urban forest disap-'
pears, the misery level is going up
-,more heat, more flooding, more
air pollution, higher electric bills.
The new analysis of Landsat Sat-
ellite data, by NASA climate scien-
tists, University of Georgia re-
searchers, and others s,hows that
from J988 to '1998, the' area lost,
, abO,ut ,190,000 acres of tree cover.
Between 1973 and 1988,' the loss
was about 151,000 acres, or about'
27 acres per day.
NORTHEAST
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Protesters arrested after
shooting may be cleared
NEW YORK - Manhattan Dis-
trict Attorney Robert Morgenthau
plans' to drOp charges against
more than 1,200 demonstrators'
who were arrested last month on
,civil disobedience charges over
the police killing of an unarmed
African immigrant, his spokeswo-
man said Saturday, Police Com-
missioner Howard Safir disagreed
with Morgenthau's decision. Ama-
dou Diallo, a 21-year-old street
vendor, was killed as police shot at
him 41 times Feb. .(, He was hit 19
times, Four white police officers
have been charged wiU1 second-
degree murder,
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Deadly blaze in Kentucky
Firefighters in Louisville, Ky., on Saturday inves-
tigate the scene of an early-morning house fire
that killed a 28-year-old woman and 4 of her chil-
dren and critically injured another child. Dead
quite well," Leonard Muhammad, I
Nation of Islam chief of staff, told
the congregation, which broke out
in applause. He said he didn't
know where news reports describ-
. ing the controversial leader as
gravely ill were originating, Jesse
Jackson, who led the prayer vigil,
also said the doctor who per-
formed the surgery had told him
it was successful.
Big Game lottery jackpot
swells to $190 million
CHICAGO - Players lined up
early Saturday to grab tickets to
the third-largest latter:; jackpot in
V,S. history after the Big Game
prize rose to $190 million after an,
other winless draw Drawing of
the jackpot. exceeded only b,Y
Power Dall payouts 01 S29fJ mil-
lion in .July 1998 and 519:) millllJll
~'~ '\:!.l'; l!l'lfl, j- 'ich..,1.:1,'/! :'", 'I
were a boy, 3,
female twins. ;
appeared to
house, where
five years ago, claimed terminall:
ill caacer patients who sough
treatment at the former Cineinnc
ti General Hospital between 196i
and 1971 were given full-body anI
partial-body doses of radiation 5'
researchers could measure the eJ
fects, The agreement was reache'
Friday when the last surviving pc
tient from the study agreed to it
terms.
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LAw.JT AIm CtW1ROL
UNLEss O~ NOlED ON 1HE PLANS. 1HE 00N"f'RA.C'r0R SHAll. USE 1HE GEOME1RY
PRO\4DED ON 'THE CCNS1RUC11CN PLANS. BENCHMARK IFORMATION SHAll. IE PIlCMDED
10 1HE CON'1RAc1at BY 1HE OINER OR ~S SUR\COR. NfY DISCREPANCIES
BEn1EEN FELD WEASUREMEN1s /IK) CCNS1RUC11CN PLAN IFORMAlIClN SHAll. IE IROUGHT
10 lHE ATlDmON OF THE ENGINEER MEDlAlEL Y.
QUAUTV ctW1Ra... ~ BnI~
1ES1INC RESULlS SHALl. IE PRO\1DE]) TO THE C*ER/0PERAlQR, 1HE ENGINEER AND 1HE
'*1ER SPRINGS aTY ENGIEER. 1ES1INO AEQI.....u.TS ME. TO . .. ACCOROAHC[ II1H
1HE owevOPERATCR'S SPEaFlCAlIONS AND 1HE aTY OF ..-u SPRINGS REQURMENTs.
AU. TEST RESULTS SHALL BE PRCMDED (PASSING /IK) FAILING) ON A REGUlAR AND MEDlAlE
BASIS AS SOON AS 1HE TEST IS COWPlE1ED .. 1HE f1EU).
SHQP DRA~
SHOP DRA-.os AND CER1FICAlIONS FOR ALL STORW DRAINAGE. WAlER ~ /IK)
SEWER S'tS1'EW MA 1ERIALS AND STRUC1URES ARE REQUIRED. 1HE OCNlRAC'roR SHAll.
SL8IT (') COPES OF SHCP DRAWCS TO 1HE ENGINEER FOR MIfIffOVAL PRIOR 10
ORDERINC 1HE MAlENALS REQURD FOR CCNS1RUC11CN.
S'mIIUWAn:D YAN.lS'Unrr ~
tNImt/(RRA mR
.
1HE EN11TY lHAT -.L <*f. OPERAlE AND WAlNTAIN 1HE STORM SVS1&t Sfoto. ON 1HDE
PlANS IS 1HE CAlHOUC DIOCESE OF ORLANDO 'THE CCN1RACTOR SHAU. BE DPEClED 10
WEEr ALL THE REGUlBlENTS OF lHAT ENnTY.
YA 11='AI" -.:'tSII'....~
ROFORCED ~ PIPE (10)>) SHALL IE a.ASS . .... RUIJ8ER GASICET.DO'S. Ref>>
SHAU. CONFORW 10 FOOT STANDARD SPECIF1CA11ONS FOR ROAD AND ~ CCNS1RUC11CN
(LATEST EDITION) SEC11QN "1. RUEER GASKETS SHALL CONF'ORt.t 10 SECTION 042-
AU. MAlERIALS AND CONS1RUClION WE1HODS ARE 10 BE II ACCCR)ANCE II1H FOOT
STANDARD SPEClFlCAlIONS FOR ROAD AND BRIDGE CONS1RUClION (LAlEST EDITION).
SEC110N 400 (CONCRETE STRUC1URES) AND 'THE APPUCA8lE FOOT INDEX tU&R DETAI.. AS
SHOWN .. FOOT RONlWAY AND 1RAf'F1C DESIGN STANDARDS (LATEST EDllION).
AU. OlHER RELATED IlEUS REQlRD FOR 1HE CONS1RUCnON OF THE SlORW SVS1at
(OUlFALL PROlEClION. POlW11ON CON1ROl. ETC.) ME. TO IE .. AOCORDAHCE: 111H DETAI.S
SHOWN ON THE CONS1'RUC1ION PLAHS. FOOT ROADWAY AND 1RAFFIC DESIGN STANDARDS
AND FOOT STANDARD SPECIF1CAlIONS FOR ROADWAY AND BRIDGE CONS1'RUC1ION (LAlEST
EDI11ON).
OlJ1F'ALL PROTE:C"MN
ALL OUlFAUS SHALl BE CONSlRUClED so AS 10 NOT CREAlE EROSION PRCB..EYS. AU. ,
OUlFAUS SHALL BE STAIIlIZED OR EROSION CON1ROL MEASURES INSTALLED PRIOR 10 USE
OF lt€ STORW SVSTDot. THE CONlRACTCR SHALl. CONnNUOUSl Y MAINTAIN EROSION
CON1ROl. MEASURES lHROUGHOUT CONS1RUCnON.
RE'IBI1ImI POND cmsnK~"""
RE1ENTION PONDS SHALL BE EXCAVATED AS ~ ON 1HE CONS1'RUC1ION PlANS. II 1HE
E\ENT lHAT AHY a.AYEY OR SL TV WATERIALS ARE ENCOUN'IERED .. 1HE CONS1RUClION OF
1HE POND, 1HE CONTRACTOR SHAll. IAtEDlAlEl Y NOTFY 'THE ENQNEEJt FOR tfSPEC1lON OF
H WATERlALS.
1HE CCNlRACroR SHALl STABUZE 1HE RE1EN11ON POND PER 'THE CONSlRUCTION PlANS
I.A.tEDIA lEl Y FOt.l.OWIIG ANAL GRADING. CONlRACTOR SHALL MAINTAIN 1HE STABlUZA TION
UN11l F1NAl ACCEPTANCE BY 1HE OWNER/OPERATOR.
~~
1HE CONTRACTOR SHALl PRO\1DE 1HE OINER AND ENGINEER STORW DRAINAGE: AS-'" TS.
AS-BUI. TS SHALl. CONTAIN. AT THE ....... BUT NOT LIlTED TO. STRUClURE lOP
ELEVA11ONS, RoO. ELEVA11ONS, PIPE 1.ENGlH, AND RE1ENl1ON POI) DIWENSIONS AND
ELEVA 11ONS.
.t.JP>JImLJIMJINAJRY JENCGrJINEJElEUfN<Gr JP>LANS FOJR
N
S~
lI.... ~
N~
F4 ~ T[))'"
..-1Jr~
'- 0
,.- ~
A~ K'- Q
=~._~
s
lr~ ~ V-
-A ~\ ~
-
~l 0 ) ~
-
,- --oil
........ -
...... ~
N~
~ """"'Ill
~ [-~~
-
~ """"'Ill
~(D)(D)~
- --
'- ~
...... ~
lI.... ~
.......
~
/J
S7S 'lMUSKAWIDL]LA lROAD, WlINTlBlR SJP][UN"GS, FlLOmDA
~
4.
H CON1RAC'ftlR SHAU. PERf'OIIW tIS OMI ~lIONS AND CAL.aJl.ATIONS AS
~l'fSSARY 10 ASSURE HIotSELF OF EM1HWORK QUANmlES. 1HERE IS NO INFERENCE tHAT
~ BAI.MCES AND 'THE CON1RAC'roR SHAU. BE RESPONSIBlE FOR ANY IWPORT Fll
NEEDED. OR FOR REMOVAl AND DISPOSAl.. OF EXCESS WA lERIALS.
~' CtW'I'Ra.-
EROI1ON &.- SLTAlION CON1ROl MEASURES ARE 10 BE PRCMDED AND IISTALLED PRIOR
10 ~1V..'1iIENT OF CONS1RUC1IoN. 1HESE WEASURES ME. 10 BE NiPECTED BY 1HE
CGN'IItACIIR ON A REGUI.AR BASIS AND ME. TO BE WAlNTAINED OR REPAIRED ON AH
~1t 8ASIS AS REQtRD. REFtR 10 ST. -'OHNS RIVER WATER WAHAGatENT DISTRICT
flIIJM1' ~ ADDt1IOtW. REGI-atENlS FOR EROSION CONTROL AND SURFACE DRAINAGE.
I.~ ,,- nI!Im_"~
... LIllI OF DIS'1UMIAHCE HAW: IEEN PROVIDED 10 'THE CONTRAcTOR ON 1HE
CCNIIRUCJION PLANS. UNlESS OlHERllSE DlREClED BY ~ OINER OR ENGINEER. 1HE
CGM1ItAC'rOIt IS DPrClt.u TO CONTAIN ALL CONSTRUC1ION AC1MTIES .,... 1HESE LMlS.
AT NO ... SHALL 1HE CON1RAC'roR DIS1UR8 SURROUfI)t<<; PROPERTIES OR 1RA\U. ON
--...0 PlQlDTb -1HOUT -.nEN CONSENT FRail 1HE PRCPERTY 0IIlIER. NfY
... CIt IECONS1IIJC1ION OF DAMAGED MUS .. ~ PROPERI~ SHALL BE
....-, 1HE CON'lRAC1at ON AN IiMDlAlE BASIS. ALL COS1S FOR REPAIRS SHALL BE
1IC~-iI1 "~UTY OF 1HE CON'lRAC1at /IK) NO EXTRA COMPENSAlION SHAU. BE
~;
~. StW.L NOT USE \8AlORY CCWACTlON VntN 100 FEET OF EXIS11NG ~
~~AL
1HE CDNWtAC10fbSHAU. N01FY 1HE OIIU AND ENGNER ~ AU. WORK IS LAID OUT
=.. Y."AlCEDl.. so lHAT A DElEIMNA1ION MAY BE MADE OF SPECFIC 1REES 10 BE
NO 'iEEs SHC*f ON 1HE CONS1RUC1ION PlANS AS BEING SAYm SHALL' BE
~ .-..ouT POIISSION FROM 1HE OttER. ENGINEER AND THE aTY OF WfTER
..... .......-.c OF REUOWDIbDIaJSHm MATERIAL IS NOT PERMITTED 0NSIlE.
A
~ ~~ MIn aII--.c "
1HE.CCII~ SHALL BE ~ FOR a.EARItC AND CRU8BINC FOR SllE
CONIaJC1IClN 1iICI1.-c <U.nMiG Fat PAYItC. U1I.J1IES. DRAINAGE F ACIlJ11ES AND
....... ~ - PlANS FOR LM1S OF ~ AND ~
A
AIA--.. ~.,.. ~ nn-.c: .un\lAL
ALL aM.... EXCAVAlED SHALL REMAIN 1HE PROPl'RTY OF 1HE OMER AND SHAU. BE
S'IOCICPIID AT ON-1nI LOCA1IONS AS SPUrKU BY 1HE OIlER. WAlERIALS SHALl BE
~:-~1:=~~~~~FOR
. OF ALL UNSUITAILE FU. MAlERIALS FROM THE SITE. BURNWQ OF RBtOVED/
ne.a_, MA'" IS NOr PERIIT1ED ONSITE.
FIl ~...
ALL fIJ.~ SIWJ.. CONTAIN NO wuac. S1UWPS. ROOTS. MUSH. YEGETAlNE MATlER,
"'-' i.. -OWU MA'DW. lHAT tti. MOT COMPACT "10 A SUTA8U: AND ENDURING
~;'
__.f:
FIJ..
DD81'Y '
10 AT
..
art
1IMB.Y
'..~'....--~ SHALL BE CCWAC1ED TO AT LEAST .. MAXIUt
WV AIetlQ T-tIQ. ALL 01MER fIL NfEAS ME 10 BE: ~ACIED
......tII1IIIIiB I'f MIH10 T-1IQ. FIJ. MA1INM.S SIW.L
"t~-..-.."W-UF1S. ... 10 SOLS REPCRT Pat
... ~"'" IIWL ...,.. _ EIfGIIEER. OIlER All) __ ....
WIW!~ t(....... Me...... 1IS1INtl...... IUULTS SHAU. IE PRO\1Dm ON A
~ .... ,.... AS CXMV:IED If 1HE FIELD. I
-_A
.)
tHE .":: ItW.L I[ ~IUI. AT 1M[ END OF EAaf DAY, 10 HAW: 1HE S1E CItADED
If lUCII.y AI 10 ttOT ~ IIIf'f AIMRSE "N:r FROM RUNOFF' OR SLTAlION 10 NfY
,JIiIICWR-.a. aTAlION IW_-Ia SHAU. BE MAINTAINED AND REPAIED F
:r 'lIE IN) OF EACH --...0 DAY.
....
--
S1E.
.
ST.
NOWY
Of 1ttESE PLANS ME NlO\4DED 10 1HE CON'lRAC1at TO DPRESS 1HE
MWNT OF 1HE fIRO.ECT. 1HE CON'lRAC1at SHALL BE EXPECTED 10
EN1IRE ME 10 PRCMDE POMI\€ DRAINAGE If AU. 1#IE.AS ~ 1HE
~ SHALl IE PIlCNDED 8E'n1EEM ~ OR .-oT II.I:VA'IIONS
C115i PUNs 10 AOCCUUIf 1HE GRADIttO 1N1ENT. All. SlOPES SHAU. BE
:IEL Y AF1ER FIIAL ~ HAS lIEN CCIFl.E1ED. 0CNlItAC"r0R SHAU.
ftQ&R PIIOIt 10 ~~1IQN OF GRADINO E~ 10
lHAT - ClRADIfO IN1ENT HAS .:EN AaIE\ED.
...--.
1NE~ f!..'RfAT ~ CMN. CPERAlE 1M) MAINTAIN THE 0NSI1[ ~AWlDT ~ ON
1HEX'1 r- 1$ - CA1HClJC DIOCESE OF 0Rl.NI)(). 1HE CON1RACTCR SHALL IE
-- ~ 10 MEET AU.. 1HE REQ~1S OF lHAT ENlITY.
-~I
4.
AU. SURF'ACQ .. 1N1ERSn;~ AND ~ SE.C1IONS SHALL BE GRADED 10
..... ':t If "tHE ~ SHOIN BY "tHE FLOW ARROWS ON 'THE PlANS AND 10
IMOO1II. y 1IWB1DIED ORNNQ SURFACE FOR \9Ia.ES _lH NO SHARP
-.:. AND NO UNUSuAlLY SlEEP OR RE\tRSE CROSS SLOPES. APPROACHS
10 AND Df'IRMCE All) EXIT GRADES 'It) IN1ERSEC11ONs .u. HA\€ 10 BE
tHE FIELD AT 0IftMNT GItAIJES 1HAN tHE CENlERUNE GRADES SHC*f ON 'THE
.... MfAS. IT MAY M.IO IBaE AD\4SA8U: 10 WAKE .... LOCAL F'El.D
.. tHE CDf1EIUIE GRADES 10 ACCCIRJSH lt€ PURPOsEs 0UlUNED. ..
1HE SfANDMl) CROIN IaL HA\€ 10 BE atANGED .. ORDER TO DRAIN POSI1Ml.Y
II JIJ.~ OF IN1EREC1IONS. IT IS tHE 00N1RACT0R"S RESPONSa.ITY TO ACCCIRJSH
E~ilr=it~~1ED~~~~AU.
~.6. ~1IIUt!1'InM -.:*~~
M.\--.s AND 00NS1RUC1I0N ME1HQDS FOR 1HE ROADWAY CONS1RUC1ION SHALL BE ..
~. MICE".' WItH. 1HE FlORDA DEPT. OF lRNtSfORTAlION STANDARD SPECIF1CAlIONS FOR
.. 41> ... 00NS1RUC110N. LAlEST EOmON.
"4~ ~ DnlI~ . '
~,.'. 1ICN OF 1HE ASPHALlIC CC>>aE1E \..\6tENT SHALl BE 1r OF STABlUZED
.... If1H A ...... I a.uoac IEAMtG RA~) OF 40X CCWACTED 10 1HE
... PIlOC1OIt IWCIUI DRY DENSTY OF .. PER MSHTO T-11O. tf' OF lMROCIC BASE
CGIIlIIE 'sra.azm 10 A ...... L8R C6 1CJCal. CiCMtAClED 10 THE WOOIF1ED PROCTOR
....... DRY DB8TY OF - PER AA8f'R) T-180 AND 1.5" TVPE 5-111 ASPHAL11C CONCRE'1E
SW'ACI COURSE ... A ...... MMSHAU. SfABIJTY OF 1,eoo LBS. SU8GRADE
, J_'MA1ION AND PAWlENT INSTALLAlION SHAU. CONFCItM TO FOOT STANDARDS AND
IOU MPatT ~1IONS.
..... ~
--...cs ME. 10 BE: CONS1RUC1ED If 1HE ME.AS AS SHOIN ON 'THE CONS1RUC1ION
fIlMS. 1HE SIDEWALJ( SHALl. IE CONS1RUC1ED OF 4- OF CONCRE1E _lH A 2&-DAY
_lPr~iI S1RENQ1H OF 2.!100 Pa .DITS SHAU. BE EI1HER 'TOOLED OR SAWCUT AT A
...... OF~. HANI)ICNIpEI) RMPS SHAU. BE PR<MDm AT 1HE lOCA11ONS SHOIN ON
"DIE ..... AND IE .. ACCORDANCE II1H STAlE RECULAlIONS FOR HANDICAP AIY'rSS8ITY.
PA\AinlT ~ ~ SNaI.~
PA'JEWENT WARKINGS AND SIGNAGE SHAU. IE PRCMDED AS SHOWN ON tHE CONSlRUCTION {
PlANS AND SHALL WEEr 'THE REQURMENTS OF 1HE OINER/OPERATOR. SIGNAGE SHALl. BE \
, .. CONF'ORMAHCE .-nt ..nm (LAlEST EDf11ON). A 14 DAY PA\&ENT aJRItC 11WE II.L ..
PRO\1DED PRIOR 10 APPLICATION OF THE PAw:uENT WAAkINGS. i
"IRAFFIC CtW1'R(]L
A ...... OF 2-WAY eN: LANE 1RAfF1C SHAU. BE WAlNTAINED ... 'THE WORK SllE MEA.
CONS1RUC1ION WARNNG SIGNAGE SHALL BE .. PLACE PRIOR 10 ~T OF
CONS1RUC1ION AND BE WAlNTAINED 1HROUGHOUT CONS1RUCTION. ACCESS SHALL BE
CONlINUOUSL '( WAlNTAINED FOR AU. PROPERrr mINERS ~ 1HE WORK SI1E
MEA.
(UIMIQ i i
eu...o SHAU. BE CONS1RUC1ED ... N01B) ON 1HE OCNSTRUC"AON PLANS. CONCRE1E,H,
FOR aJR8S SHAU.. BE DEPAlnMENT OF lRANSPORTA1ION a.ASS -1- 0CNCRE1E _lH A 28-0.,
COLlI ~ S1RENC1H OF 2lSOO PSI. ALL ~ .w.L HA\€ SAW arr CON1RAC1ION
JOIoITS AND SHALL BE CONS1RUCTED AT "1ERVALS NOT 10 EXICEED 1ft -(f' ON CENlER. I
CONS1RUC1ION OF aJR8S StW.L. IE .. CONF'ORMAHCE II1H FOOT STNI)ARO
SPEaFlCA110NS FOR ROAD AND R)GE CONS1RUC1ION (LA lEST EDITION) SECTION 520 AND
DETALS PRCMOm ON, 1HE CONS1RUC1ION ,PlANt I,
RIW ~JnkA1InN ~(
AU. - lI1HIl - _T-<IF-WAY SIWJ. lIE _ _ lI1H A SIIOOIH ,;
IN10 EXIS1INC GROUND. AU. SWAlES SHALL BE STA8I.J2ED -...mtAlElY AF1ER F1NAL '!
GRADWG. AU. DIS1URIED AREAS SHALl IE STA8LIZED (500) AF1ER FlNAL GRADIIG.. ~.'...I,"
ACCCRDANCE WllH 1HE CONS1RUC1ION PLANS PRIOR 10 J:WAi 1NSPEC11ON. AU. GRASSINC
(SEED OR SOD) SHALL BE MAINTAINED BY lt€ CONlRAClOR UNlL F1NAl. ACCEPTANCE BY'.
CMNER/OPERATOR. .
AS-RUL ~
tHE CONlRACTOR SHAU. PR<MDE o.u AND ENCiWt&R PAWlENT As-M..lS. AS-BUl.lS:
SHALL. CONTAIN AT A ....... BUT NOT BE LAllED TO. PA\GENT -lHS. PA\t:MENT CROSlI
SUftS AND DRAlfAGE DIREC110NS _lH HIGH POWrS DElMEA ltD. SEE -GENERAl AS-BULTl
AEaUlRaENTS" FOR ADDIlIONAL REC:llJRMEHlS. I
~.ARV ~~
~/n:II:'R.mD
1HE ENmY lHAT II.L OPERAlE AND MAINTAIN 'THE SEWER SVS'ID.t SHOWN ON 1HESE PLANS!
IS 1HE CAlHOUC DIOCESE OF ORLANDO (ON-SIlE). ~ 1HE arv OF -lER SPRIICS (OFF'-ilIlE).
1HE CON1RACroR SHALL BE EXPECTED 10 MEET ALL 'THE REau-nGlS OF 1HESE ENl111ES.
YA TfRI.. !::
AU. SANTARV SDER PIlE SHAU.. BE P\C SEWER PIPE CXN='OIMNO 10 AS1IiI D.1034 SDR-35.
INSTALlATION OF PYC SEWER PIPE SfWJ. CONf'oRw 10 AS1liI 02321. SEE AS'Rf C-12, LA lESt
EDlllON. FOR CONS1'RUC11ON WE1HOOS. ~T FOR BAaCFU.JNG. IHaf .u. BE: AS ....
ON H DETAI.. SHEET.
JOItTS FOR GRAVITY SEWER PIlE AND ALL. f'ITTINQS SHALL IE El.AS1OMEJIC RUI8ER SEALS. i
QASIC[1S SIWJ. CCINRlRIIlll AS'III F471. j
SANITARY SEWER MANHOU:s SHALL IE ~ CONS1'RUC11ON. 1HE......, SIZE
DIAME1IIt OF ~ SIWJ. IE .. Fat ... LINES 21- .. DIMIE1ER OR LESS. PRE"C.UT
REN=aICED ~ SHALL BE ~ ..... AS1'W c-478 SPEClACAlICNS,... ,
==C:-=:~~~=~~~AlL i
MMtOl.ES SHAll. IE PROTEC1ED BY 1HE NlflUCA1ION OF twO COATS tcaPPERS It1UMAS1IC
300 ... OR APPRCMJ) EQUAL. APPUED A1_.... (IF 1JD SQUARE FEET PER QAU.ON.IIER
~Jt~~:e~~~~1:-~~~.~~4r
.......
'THE CON'IRACloR SHALL IE SOLa. Y ~.u: 10 PRCMDE A ~ WA1IR1IGHT srAL
OF 'THE PIlE 10 11€ MANHOLE. NO ADtaMs OR U8ICAN1S StWJ.. . EIR.Oe It H:
IGTAUA110N OF 1H[ ~ 1m) 1HE MNItGLE. 1HE __ FCit ~,(It_~.
COtIFL Y ..... AS1M C443 ~ AS1W CI23 AND CONSIST OF EPOM AND EI..A51aIEItS ~
10 IE AESlSTANT 10 OZONE, EAlHER nDIENT, 0tDICALS. INCl.,... ACI)S. ~ I
ANIW. NfO \€G[TA8U: FA1S. 0l.S MID PE1ROI..EUM PRaDUC1S f'RCM SPI.1.S. AU. ST.:1
S1EEL El.MN1S OF 1HE ~ .w.L IE tOTAlLY NON WGHElIC SERIES _ .
STAIUSS, EXClUDIIO 1HE ... ... Fat 1IGHlENIIG 'DE S1EEL BAND AROUND 1HE
PIlE IHaf SHALL BE 'roRQUED BY A -.:AKAWAY 10RQUE WNai AVM.N/U. ,... 1HE
PRECAST WANHOlE SUPPUER. NIl) SET Fat 10-70 INatJUIs. 1HE ~ SHALL IE
INSTAUED" 1HE MANHOLE WALL BY ACIIYAlINQ tHE DPANDIfC ~ If S1RICT
AOCORD.1WCE .lH H ~11ON OF tHE CGNNECTCR MANUFAC'RIER.
"
~~
IGTAUA lION OF GRA\1TY SANITARY SDER SHALL IE .. ACCaRDANCE _lH 'THE
WANUFAClURER'S AND arv OF ..-u ... SPEClFlCA1IONS.
POL "fE'DnUNE IRAP USED FOR CCRROSICW PREW:N1ION ON DUC1I.E RON PIlE SHAU...
CONFORM 10 'THE REQURUEN1S OF NISI/AS1M/b1248. H...... NOMItAL 1HICICIESS
SHALl IE 0.001 It. (I -.s). INSTAUAlION OF POLWRAP SHALL BE .. AOCORD.1WCE II1H
AWWA C105.
lRENCHIIG AND BAaCFIJ.. SHAU. BE PER DETM.S PRCMDED IN THE CONS1'RUC11ON PLANS.
CiCMtACIED BAaCF1J. SHAU.. BE 10 ... MAXIUif DENSITY AS DE'J'ERWe) BY MSH'IO T-11O
FOR UNDER PA\GtENT. AU.. otHER CCMPAC1IQN OF BAaCfI..L SHALL. BE: 10 .. YA*UI
DENSITY AS DE'J'ERWe) BY MSH10 T-1.
DEWA~
.. 'THE EYDlT lHAT WATER IS ENCOUNlEJIlED ~ 1HE CONS1'RUC11ON OF 1tE SNlTARY
SDER ~ DEWAlERING SHALL IE CONDUC'1ED. 1HE CON1RAC1OR IS SQ.Q.Y
~ FOR tHE DESIGN. IISTALLA11ON, OPERAlION. AND II..QUOn REMCWAL OF
DEWAlEMIG S'fSTEMS AND 1HEIR SN'ETY AND OCNRRITY II1H LOCAL CCOE$ AND
REGULA1IONS. F DEWAlEMIG EQWIMENT NEEDED EXCEEDs AMY OF tHE ~ 1). I
ff' PtW \QJJJE: 2) 100.000 GPO "IOTAL 24 HOUR (1 DAY) DEWA1EMtG. AND: 3) 1,~
GPO PtW CAPNnY. 1HE CON1RAC1OR SHAll. BE RE:QURD TO PEIUT 'THE DDl\1DIC ~
II1H 'THE s.IftU). 1HE EHGINEER AND/OR OWNER SHALL BE N01FIED ME)lAlELY F ANYI'
OF 'THE Mt:NE. 1HRESHOlDS ME. EX(&'DED
AT ALL lIMES DURING CONS1RUC1ION. KEEP EXCAVAlIONS FREE FROM ST~ WAlER.
SUIFS. F RE:QURD, SHAU. BE LOCAlID OUTSIDE OF IJW) EIEARIG NfE.AS so lItE 8EAMIG
StR='ACES II.L NOT BE DIS1UR8ED. WATER PUIiFED FROM tHE EXCAVA110N SHALL. '
DISCHNfGED 10 PRE\9fT RE-ENlRY INTO 1HE SOl. SlRATA BEING DEWA TERED. WAD
CONTAINNQ SLT" SUSPENSION SHALL NOT BE ptAft1) "'TO SEIER LINES OR AD.IAaNT
S1REAMS. 'THE WE1HOD OF DISPOSING OF WAD ptIlift]) FROM 1HE EXCAVATION ~ IE;
APPROvm BY 1HE ENGIEER. PIIClR 10 AC1UAl. DISPOSAL. )
~-~
SNlTARY SEWER PIlE MUST BE 8EDOQ) 1RUE 10 UtE AND GRADE WIH UNF'ORM AND
00N1NJ0US LONGI1'UDIW.. SUPPCItT FROM A .... BASE. . oacING MUST NOT BE USED 10
-.c 1HE fIFE 10 GRADE. PIPE lIED SHAU. BE: UNDIS1\Jf&D EAR1H AND, .. 1HE E\INT tI
CMREXCAVA lION, 1HE CONlRAClOR SHAU. REPLACE: MA lEIIALS III1H MA 1ERIALS SPECIfIED
BY tHE DIQNEER AND CCWAC1ED 10 A DEN8TY EQUAL 10 1HE NATM; SOL
AT ALL LOCATIONS ... PANG IS TO IE INSTAlUD II AH NfEA MERE wac WAS N01ED
.. 1HE SOLS 1ES1ING OR AT ANY 01HER LOCAlIONS ... wac OR ORGANC SOI.S ME.
ENCOUNlERED, 1HE TRENCH 8tAU. IE CMR-EXcAVATED 10 REMOYE ALL MUCIC OR. OIGMIC
SOI.S N#I) CUAN FINE SAND PlACED AND COMPAC1'ED II 1HE lRENOt BOnow 10 'THE
B.EVAlIONS AND LOCAlIONS HOlED ON 1HE PLANS. BAaCFI.L. NEEDED TO -.0 1RENCH 10
1HE PRCRR GRADE SHALl BE COMPAClED TO A ...... DENSITY OF .. OF 1HE AASH10
T-180 WA)CIWW DENSITY.
1RENOt OR EXCAVATION BOTTOW STA8I.JZAT1ON WATERIAl
A. SAND
SAND SHAU. BE YlEU.. GRADED, ORGANIC FREE. DURABlE. GRANUlAR WA TERIAL. AND
SHAU. PASS A NO. 4 SIE\E NOT WORE lHAH 15 PERCENT SHALl PASS A NO. 200 SIE\E
PIT RUN GRAw:L
PIT RUN GRAw:L SHALL BE ORGANC FREE AND SHALL PASS A 3/4-1Nai SIE\€.
CRANUI.AR WA TERIAl
CRANUI.AR MATERIAl SHAll. BE E.l GRADED, ORGANC AND 5al. FREE. DURA8lE
AOGREGAlE AND SHAll. PASS A 3/4-1NOt SIEVE. NOT MORE 1HAH 15 PERCENT SHALL
PASS A NO. 200 SIEVE.
i
i
Au. B.
I
I C.
1R11N<;
lNFI.1RAlION TES11NG OF 1HE SANITARY SE10 S\'S18I -.J. BE REQUIRED 10 BE
PERF'OMED BY 1HE CONTRACTOR. 1NF1L1RA11ON SHAU NOT EXCEED 50 GAlLONS PER DAY
PER lOt OF DIAWE1ER PER .-..E OF 1.ENG1H. .. 1HE Ew:NT 1HA T GROUNDWATER IS NOT
ENCOUNlERED DURItG SANITARY SDD CONS1RUClION. OR F 'THE GROUNDWAlER
ENCOUNlERED IS NOT 24- ABO\€ 1HE lOP OF PIPE. EXF1L TRATION lESTING OF 'THE SANITARY
SOD S'tSTDt II.L BE NECESSARY. 'THE 1ES11NC .u. BE 1HE RESrOf- ~TY OF 1HE
CON1RAC1OR, BUT ..... BE .-nESSED BY 'THE ENGINEER AND 1HE UlIUTY
REPRbulTAlMS. DCF'Il.TRA11ON SHALl. NOT EXCEED 50 GAU..ONS PER DAY PER lOt OF
ClAWED PER WILE OF LENGlH, INa..Ul*G WANHOlES.
L.N: lAWPING WIU.. BE REQUIRED TO BE PERF'OMED BY 'THE CONTRACTOR AND -lNESSED
BY 'THE aTY OF _TER SPRINGS , ENGINEER AND OIlER/OPERATOR.
1HE cONlRACTCR SHAU. PROYIDE AT HIS OVIN EXPENSE ALL ~Wf lEST PUWING
EQUFMENT, WATER. WATER METERs. PRESSURE GAUGES. AND OlHER EQUlPWENT, MA 1ERIAL
AND FAClJ11ES REQUR'D FOR AU. ~ CON1RACTCR SHALL CONTACT 1HE ENGINEER.
<*ER/CPERATOR AND CITY OF IIN1ER SPRIIOS II IRT1EN FORW. FORTY-EIGHT (48) HOURS
.. ADV/M(% OF PROPOSED 1ES1ING. tHE CON1RAC1'OR SHALL PERfOMt SAlISFACltlRY
PRt.IQ tftG PRIOR 10 NOlIFICA 11ON.
A..~".T DAA~
tHE CON1RAC1'OR SHALL PRO\IIDE w:RlICAL AND HOIIZONTAL - AS-8UI.,. INf'ORWA lION
RELAlM: 10 AU. 00NS1RUCTED U1IJ11ES AND STRUClURES.
AS-ItAT 1FORMA1ION SHAll. INa.UDE. BUT NOT BE LUlED TO. 1HE F'Oll.OWfG:
1. LOCATIONS AND IM:RlS OF ALL GRA't'ITY SEWER UNES. WANHOlES. CUAN-ours. AND
SEJMa: LATERALS AND Mt B.EVA11ON OF All. WANHOLES.
2. HORIZONTAL ItIIO w:R11CAl DATA FOR NfY CONS1RUC11ON -.:H DEYlAlES FROM,1HE
APPROWD ~ PlANS.
~ DlSTAHCE:s OF SDD LINE LAID FROW WANHOLE 10 MANHOlE AMD/OR Q.EAH-OUT
.-nt 1ES 10 LATERALS. "
1RENaf SAFElY
1HE CONlRACTOR SHALL RECOGNIZE N/I) ABIDE BY AU.. OSHA EXCAVA110N SAfETY
STANDARDS. 1IoICI1-.c 'THE ~ lRENCH SAFETY N:r (10-" LAWS OF FlORI)A). Nl'f
MATERIAL. 0CNS1RUC110N WE1HODS. OR MAlEIIAL. COST 10 COMPlY II1H 1HESE LAWS
SHAU.. BE INCIDENTAL 10 1HE CONlRACT.
POTMllr: WAln ~ ~ ~
o.Im~QPAlATM
1HE EN11TY 'THAT 1IJ. OJN. OPERAlE AND MAINTAIN 1HE WATER ~ SHCMt ON 1HESE
PlANS IS 1HE CAlHOUC DIOCESE OF 0Rl.NI)(). M CON1RACTOR SHALl IE EXPEClED 10
WEEr AU. 1HE REQl~ OF lHAT EN1I1Y AND 1HE aTY OF 1INlER SPAN;$.
PR YA W'III" ~
~ AWWIt. C800
fK
PCl.YWm. CH..ORIDE PLAS1IC PIPE (~) .--1r SHALL CONFaW 10 A_A C-800 PlAS11C
PIPE. ASN 1784. T't'PE .. GRADE .. 4000 PSI DaleN S1RESS. AND BE NA 110NAl SANlTA lION
FEDERA110N (NSF) APPRCMD. 1HE PIPE SHAll. BE a.ASS 1:10 (DIn1) _lH WAIICINGS ON EAQi
SECTION ~ CONf'ORWANCE 10 1HE ABI:NE. SPECIFICA11ONS. JOInS SIWJ.. BE RUBBER
GASICE1ED CXN='OIMNO 10 AWA C8OO. ALL PYC PIPE SHALL BEAR 'THE NSF' LOQO FOR
POTABLE WAlER. ALL. F111ItGS SHAll. BE D.L IN kCcR)ANCE WllH PARAGRAPH 2.01.
JIJIID
JOIITS FOR PIC PIPE SHAU.. BE RUI8ER GASICE1ED PUSH-ON -DfTS USING GASKETS
APPRO\lED BY 1HE ENCa&R. 1HE BELl SHALl. BE IN1EGRAL .... 1HE PIlE AND OF EQUAl
OR CRATER PRESSURE RAlING. 1HE BELl OF PIlE AND FlTlINGS u-.c PUSH-ON JOINlS
SHALL HAW: AN INTEGRAl. GROeNE TO RETAIN 1HE GASICET II PLACE.
PROYIDE ADAPtERS AS REQURD 10 .... P\C PIPE TO PIPE. FlTlINGS AND E~T OF
01HER WA 1ERIALS.
DUC1U IRCN PIlE (DIP) SHALl BE ...... PRESSURE ClASS ~ (4- - 12") AND CONF'ORW TO
NfSj/A'IIfIA C1SO/A21.SO (l.AlEST EDI11ON). All. DUC1LE IRON PIPE SHALL HA\€ A STANDARD
1HIaCNESS OF <:alENT MORTAR ~ AS SPECIFIED II AHSI/AYIfIA C104/A21.4 (LAlEST
EDITION). PIPE JOIITS SHALl. BE OF 'THE PUSH-ON RUIJ8ER GASICET rtPE CXN='OIMNO 10
NISI/AWWA C111/A21.11 (LAlEST EDI11ON).
F111INGs FOR DUC1U IRON PIPE AND PIC C800 PIPE SHALl. BE DUC1l.E IRON AND SHAU.
CONFaW 10 ANSI/AWWA C110/A21.10 (LATEST EDllION) 1M) SHALL BE <:alENT LIED ..
CCNf'QRMANCE VIk AHSI/AYIfIA C104/A21.4 (LAlEST EDITION). .
POLVE1H~ IRAP USED FOR CORROSIOH PRE\9fllON ON DUC1I..E IRON PIPE SHAU.
CCNF'CRt 10 1HE REQlM&tENTS OF ANSI/ASfW 01248. 1HE...... NCMNAL 1HIaCNESS
SfWJ. BE 0.001 It (I.as). INSTAlLAlION OF POLY _AP StW.L BE .. ACCORDANCE .-nt
AYIfIA C105.
PH: INSTAUAlION FOR P\C PIPE SHAU. BE .. CONF'ORWANCE II1H AS1liI D2774-&$ (LATEST
EDmON). INSTAlLATION FOR DUC1I..E IRON PIPE SHALL BE IN CONF'ORWANCE WIH A_A
ceoo-l3.
Y&la
VALe 1HREE (3) INCHES AND LARGER .. SIZE: GAlE VALW:S SHAU. BE RESlLENT-SEAT AND
SHALL CiOfIIFCRW 10 NISI/AWfIA ceoe-" _lH HNC*tEEl. OR w:NCH NUT, EX1ENSION
SIEMS AND OtHER APPtInENANCES AS REQUIE). WANUFAClURER'S CER1FICA11ON OF THE
VALVE$ CCIRJANCE .-rtt AWWA SPEClFlCAlION C508 ~ TESTS USTED ltEREJN -.J. BE
RECU&). VALW: BOX PADS SHAU.. BE 1tf' x 1tf' x 4- lHCK CONCRE1E WIH 14 REINFORCING
BARS. PAD 10 IE SET AT F1NISHED GRADE. VAl\U SHAU. BE a.ow, r.tUEU.ER. KENNEDY, W
- H. MERICAN, OR APPRCMD EQUAL.
.. ... ~ACS' VAl ~
NIt RELEASE VALe SHALl. BE PlACED AT HIGH POIITS OF 1HE 1RANSMISSION WAIN 10
PEIUT ESbPE OF 1RAPPED NIt. 'THE VAlW: SIZE. LOCATION AND, WE1HOO OF INSTAUAnON
!tWJ.. BE INDICAlED ON 1HE ORA-.c:s. OR AS DN:CTED BY 1HE ENGINEER. AIR RELEASE
VALW:S SHAU. BE CRISPIN PRESSURE NIt VAl\€ n'PE N. APCO, OR VAl\€ _ PRIMER CORP.
~ CHFCIt VAl W'
DE1ECTOR CHEac VALw:5 SHAU. BE AS WANUFACnJREI) BY HERSHEY, FE8CO OR WAm.
INSTAUAlION, VAUl1S. Ere., SHAU. BE .. CONF'OAMANCE _1H 1HE aTY OF _lER SPRINCS
RE~
I
@!%2!!iJ
~
CIS.. J~ lie.
POST CWICE _ ..
aao WIST flULlaI S'ME!T
~ ~ 32772-..
......... (407) 3ZHI41
(401) a-Im7
E-MAIL: ~..*XT.NET
'AX: (407) 3ID-OI.1I
...,~
~
]I(r
/I. ..A
VAl..~ Rn~
VALW: BOXES ON BURIED POTABLE WATER SHALl BE AD.lJSTA8t.E, CAST IRON OONS1RUC11ON,
.-nt A .....uM 1f1ERlOR DIAWETER OF 5- 111H CO'GS CAST VIM 1HE 1NSOIP11ON IN
LE~ LET1ERING ON THE lOP: WATER. BOXES SHALl. BE SlMTA8U: FOR 1HE APPI.JCABLE
SURFACE LOADING AND VAl\€ SIZE, AND SHALL BE WANUFAClURED BY MUEl.LER COWPANY,
WODEL 10384, OR APPRO\m EQUAL.
~~~
SHALL CONFORt.t 10 THE LlrEsr EDl110N OF AWWA C502-M 1M> SHAU. BE fURNSHED
CXMII.ElE _lH IRENCH AND OlHER APPUR1ENAHCES. WANUFAClURER'S CER1FICATION
OF CCIRJANCE WllH AWWA aI02 AND 1ESTS US1ED 1HEREIN ... BE: REClURD. AU..
H"iDRANTS SHALl BE OF 8REAI<ABLE l'tPE. _lH 'THE 8REAKABLE SECTION lOCA lED SUGHlL Y
~ 'THE FNSH GROUND LINE. tnDRANTS SHALL CONTAIN no-lWO AND A HALF INCH (2-
1/2") HOSE CONNEC11ONS AND ONE-FOUR ~ A HAlF INCH (4-1/2") S1EMtER CONNEC11ONS
.-nt NA11ONAl. STANDARD FIRE HOSE COUPlMC SCREW lHREAD5. AvE AND eN: QUARlER
INQi (5-1/4j VALW: OPENNG. SIX INQi (ft') DIAWElER MECJWICAL ~T NET, ONE AND eN:-
HALF INOf (1-1/r) PENTAGON 0PERA11NG NUT. SHAU. <HN ~ SHAll. BE
ARE tm)RAHT RED .. ~ APPROvm WANNER IIlH 1HE PRIMER PAIIT BEING KOPPER'S
-GLAMOR1EX" NO. 822 RUST PMtER ~ lHE FNSH PAINT BEING I(CPPEIt'S -~ NO.
314, SAFETY RED, AND SHALL BE ElntER WElLER CENtURION (1RAPFIc MOOEI.. A-423).
AWERlCAN-DARlMG 1-14-8. OR KENNEDY K-I1A FIRE H'fORANT. NO SU8S1IlUlES.
1. BWE PAWlENT REFlEClORS (CAT EYES) SHALL BE PLACED .. tHE CENl'ERLIE OF
1HE DRlWfG LANE DlRECll Y IN FRONT OF lHE FIRE H'tDRANT.
.& 2. CONlRACTCR SHAll. PRO\1DE A POST-00NS1ftUC11ON FIE FLOW lEST -1NESSED
AND APPROvm BY 1HE ENGNER AND CNNER/OPERATOR. H'iDRAHTS SHAU. DEI.MR
A ...... OF 1250 GPW VTH A RESIDUAL PRESSURE ~ 20 ...
J. 1HERE SHAU. BE NO 1REES. SHRUBS. ETC., Pl.ANlED AROUND 1HE FIRE H'YDRAHTS OR
.. AREAS DESIGNA lED AS FIRE lANES.
WArm ~
UNLESS 01HERIISE HOlED .. 'THE PLANS. 1HE aTY OF IINlER SPRICS SHALl. PROYIDE AND
INSTALL WATER WE1ERS. CON1RACTQR SHALL CONS1RUCT WA lER SER\1CE 10 1HE CORPORA lION
SlOP AS SHCNH ON 1HE CONS1RUC11ON PLANS.
POl 't'E1H~ (PE) PRESSURE PIPE FOR WATER SBMCES 1- 1HROUGH $' SHAU.. COWORW
10 AWWA CIOt-N, (PE34OIJ). ....... PRESSURE CUSS IS 200 PSI. ORe.
COPPER ~ FOR WAD SElMCES SHAU. BE "n'PE I(" $EM ~ COPPER na.G.
AU. SER\1CES SHAU. INa..UDE 1HE FOlJ..OWoIG: CURB SlOPS, UNIONS AS REQUED,
CORPORAlION SlOPS. 'THE SERW:E SHALl BE CXMII.ElE 10 1HE CUll stOP AS SHOWN ON
THE DETAIl. SHEET, AND SHAU.. BE OF 1HE nPE RI:QlMEo FOR CCMPA1BJTY .,.. 1HE
SERVICE UNES SPECIFIED, AND SHAlL BE AS MNU'ACl\RD BY 1HE WElLER co.ORA11ON
OR HAYS OR FORD.
1HE CONTRACTOR SHAll. alT -vi' II 1HE TOP aJR8 OF EAOf W41ER SERYICE AND A V AT ALL
VAL.W: l.OCAllONS. CUT W's AND V's SHAU.. BE HlGlt.JGHlm It1H BWE PAINT.
~~
PFf: IN!n'AlI A lION
PIPE INSTAUA110N OF P\C WAlER MAIN SHAU. BE IN CONFORMANcE V1H AS'N D2774
(LAlEST EDITION). INSTALLATION OF DUC1U IRON PIPE WAtER WAIN SHALL IE IN
~ M1H AWWA CIOO-I3. I ,
CCM>>AC1ED BAaCFU. SHALl BE TO ... .wcIMUM DOtSITY AS a4SWUED BY MSH10 T-180
Fat UNDER AU. PA~1S. OlHER COWPAClION (IF BAaCFI.L AitWL IE TO IS MAXIltUW
DENSITY AS DE1'EIUNED BY MSHTO T-11O. SEE STANDMD DG'ALS.
...... COVER 0\1ER ALL fIFE SHAU. BE 3ft' FROM TOP OF PIPE 10 FINStED GRADE.
SEPARAlION OF NON-POTABl.E AND POTABLE WATER LJNES \
IHERE POTABLE WATER AND SANITARY SEWER WAINS CROSS ..... LfSS lHAH EIGH1EEN (11)
tOtES WR11CAL a.EARANCE. 1HE SEWAGE MAIN SHAU. IE 1IE:InY (20) FEET OF EJ1HER
DUC1U IRON PIPE. CONCRE1E ENCASED PIC PIlE OR ENCASED .. A WA1ER11GHT CARRIER
PIPE. CEN1'ERED ON 1HE POIfT OF CRO SSUG. A....... HORaafTAl SEPARA110N OF 1EN
(10) FEET (EDGE TO EDGE) BETWEEN POTA8U: WAlER MAINS AND SEWAGE WAINS SHALl BE
WAlNTAINED ~ PRAC1ICAL.. ~ 1HE:..APPROPRIAlE HClRIZaNTAL SEPARATION CANNOT
BE MAINTAINED 1HE SEWAGE MAIN SHAU. IE EI1HER DUC1I.E ... PIPE. CONCRE1E ENCASED
wrRIFED Q.A Y fIIPE. CONCRE1E ENCASED PYC PIPE OR ENCASED, II A WA TER1IGHT PIPE
CARREll
PFf: ~...A.lION
EI..UE MAGNETIC INDICATOR TAPE (MIMIW TAPE _lH - r, LfT1ERING _ 1- ......) SHALL.
BE BURIED .. 1HE 1RENCH TYe'O FEET ABOVE 1HE WATER WAIN.
~ .um 1B1INQ
ALL PIPE SHALl BE DISINFECTED .. ACCOR8ANCE .... AWflA STANDARD C851-t2, 0tIIER AND
aTY OF '*1ER SPRIfGS REQ~ .
AU.OWMLE LEAKAGE FOR DUC1U IRON PRESSURE WAINS .u IE .. ACCORDANcE .lH
AWWA ~83. OINER AND QTY OF '*1ER SPRINGS REQUIROtENlS.
AUOWAIU LEAKAGE FOR PIC PRESSURE WAItS II.L BE IN AC:CiCII)MCE IIlH AWWA-W23.
OIlER AND an OF _lER ~
1HE CONlRACTOR SHALL PROW)[ AT tIS OVIN EXPENSE AU. NECDSARY TEST PUt.FING
EaUAtENT, WATER. WAlER WE1ERS. PRESSURE GAUGES. AND OltB ~. MATERIAL
AND FACIUlES REQURD FOR ALl. HVDROSTA'DC AND LEAI<AGE 1D1ING. CON1RACTOR
SHALl. CONTACT 1HE ENGINEER. OIlER/OPERATOR AND an OF __ ~ ...
IR1'1EN FORM. FORTY-EIGHT (41). HOURS .. ADVANCE OF PROPOSED 1ES1IC. 1HE
CON1RACTOR SHALL PERFORM SA11Sf'AClORY PRElbl.c PRIOR 10 N011f1CA1ION.
THE WAlER ~ SHALl.' BE TES1ED FOR lEAKAGE AT 150 PSI Fat TYe'O (2) HOURS. IIlH
ALLOWAaE I.EAKAGE .. ACCORDANCE .... ABO\€ STANDARDS.
CONTRACTOR SHALl OBTAIN A CC1PY OF 1HE FDEP WATER SVS1BI POUT AND PUU.
BAC1ERIOlDGIcAL ~ SAMPlES FRQW 1HE SAMPlE POIiITS SPECIF1ED .. 1HE PERYT.
~C~ m ~ WArm ..~
PRIOR TO 'THE CONNECTION TO ANY EXIS11NG WAIN, 1HE PRCPOSm WATER MAIN SHAU. BE
DISN'EClED .. ACCORDANCE _lH CITY OF WflER SPRN;S REQI~ HA\€
ENGIG:R APPROYm PRESSuRE 'IES1INC AND HAW: F'DEP aE.AIWIOE REFER 10 FDEP
PEfUT FOR NfY ADDITIONAL. REQlJIDnQTS.
A..c:.-AI. T ~~
1HE CONlRACroR SHALL PRCMDE w:RlICAl. AND HORIZONTAL. -AS-BtIL" N'ORWATION
RElAlM: 10 ALL CCNS1RUC1ED UlUIIES AND 'SlRUClURES.
AS-BUl.T IFORMATION FOR H WAlER S'tS1'EW SHAU. INaJJDE. lIlT NOT BE LII1ED TO. 'THE
FOU..C*NG:
1. LOCATION OF AU. VAlVES. F'IT1'-.cs, H'YDRANlS AND SEIMCES.
2. LOCAlION OF 1HE WAlER WAIN lIED HORIZONTALLY 10 1NE BAa< OF CURB OR EDGE
OF PA\6ENT.
J. CERlFlCATION AS 10 THE ~ WEE11NG 1HE ...... OCMR REQUIREMENTS.
4. HORIZONTAl AND w:R11CAL. DATA FOR MY CONS1'RUC1ICN INCH DE\1AlES FRQW 'THE
APPR<M:D ENGINEERING PlANS.
ACllV1TY
· E) BY:
DRAWN IY:
CHECKEI BY:
APPRO~ ~ BY:
REGlSlRA l10N NO.:
NAME
DATE ~. DATE
1/99 ~ ~ 2M
1/99 .4 ~ 3/11
1 /99 ~ ~
1/99 ~ ~
,,4 ~
k)' .'\J. . ~~~ ~~~ \" -:P .:~~
~ ~. I@[}j l ~ j (J I' -"t::~~;s::;-\\ ~
~. .- ~~., Hj'-.. ) ~) ~1' (! ..,,~~~.. '~~
~~~-,.: - ,ij ~ '. . "r, .'l '
P 1 ~.. ',1;-" .... / I . 38; I (. 'I "
o ! "",,' I · '. ' I I . 0> ~
. \ ~) .~J}! '~I . '-'''1i~-~2 : fb': L((f.~ :1
~ I .,.... "" ~... .
~' : '1)"... ' " ~\ l - - .Il :, 1. "', A
~ .... , '...1' I....
.': - 2;) ~ .' 'r~ .
.~:~ · ! ~_. .. S7 . .' ~~~~ '::~\
"" " ~ ~. . ~ . ... "
- ." \." F . '. .~ ....'l. . ...-.. . , . " . ' .
;. ~ja:;' '~l' '-,:"0.-'.." ..y~ j~1 ~t" ~~hAt:~'. :"'r' :f" .' . ~:
. ~~ r I. . ~ - - - - CO' ~ ,. ~ ~...;,; ~..~ ~ ~ · · .~ ~- ., \ ~ ~.'"
~!,), "r..... '" . . ... . .ol. · ., · '.1 -' _A~
'Ur-- ~ ---~- )J_ _:: 2- ;:. ~J.:..-:~)~ :1. : ~'::.:... ~ ~ _\ ~~
: j ,.. ... . .. . .. . .. -",," ~ - ~~-~
. . .. . . ..- . ~ ~ ~\ ~
.- I (..,".'."'......),. ~./) ../,_.'
~ . i -=.-.., )o~;--~:'~...:J. I... ,...~ ~: _ ... ~ 'o.-
~f< j .. ~-";-l }t:IJ,I):.l.:'.::!I~,~ 'f'~h~ ~
~-~; ~ ~)U, :t1rit3~~~.i&~'\[--~~"'~'-~r~ '~d3
,. · ~'~::~~~~r~:~~q~;_.~:"t \.~)~);(,-. ~~~
~- -~:: _'1~:~ /.~ (~..(.^..~~A~ --:A. ~r-4~
VICINITY MAP
~I"~': 1. - 2,000'
OWNER
MOST RE\4EREND NORBERT M. DORSEY
NOT INDIVIDUALLY BUT AS BISHOP OF THE
DIOCESE OF ORlANDO AND HIS SUCCf:SSORS,
IN OFFICE
421 EAST ROBINSON STREET
ORlANDO, FLORIDA 32802
(407) 246-4800
BNGllNEBR.
CPH ENGINEERS. INC.
500 EST FULTON STREET
SANFORD, FLORIDA 32n2-2808
ATTN. PElER-JOHN F. SUTOi, P.E.
(407) 322-6841
AR<CHITECT
RICK SMSHER AROfflECT, INe.
2693 WEST FAIRBANKS A~UE
WINTER PARK, FLORIDA 32789
ATTN. RICK SWISHER, P.A.
(407) 844-3003
ST. STEPHENS CONTACT:
ST. SlEPHEN'S CA THaJC QfURCH
575 lUSKAWlUA ROAD
WINTER SPRINGS, FLORIDA 32708
A TIN.: GORDEN MANN
(407) 606-0464
FAX (407) 696-0307
S1I.JlRVBYOlR
lOCHMNE ENGINEERING, 1Ne.
201 SOUlH BUWSY AVENUE
ORlANDO. flORIDA 32803
ATIN.: R. MtaiAEL J. CAVAlERE, P.LS.
(407) 896-3317
UTWrI'lIlBS
WATER
AND
SEWER:
aTY OF MNlER SPRINGS
U11UTY~ MR<S DEPT.
110 N. FlAMINGO ROAD
W41ER SPRINGS, FlORtOA 32708
A TIN.: KIPTON LOCKCUfF'. P.E.
(407) 327-2889
GAS: PEOPlES GAS .
800 WEST ROBINSON SlREET
ORlANDO, FLORIDA 32802
A TlN. "M McKENNA
(407) 420-6644
lEL.:
BEU. SOUlH
450 NORlH GOlDENROD ROAD
ORlANDO. FLORIDA 32807
ATTN. "M FARREl
(407) 273-5084
ELEe.: FLORIDA POWER CORPORA nON
2801 W. S.R. 426.
O't1EDO. flORIDA 32765
A TIN.: SEA TRICE MAYS
(407) 420-4420
PBRMI'ITING AGBNClIES'
aTY OF WINTER SPRINGS
1126 EAST S.R. S.R. 434
WlNlER SPRINGS. FLORIDA 32703
ATTN.: DON LEBlANC
(407) 327-1800
ST. JOHN'S RI\€R
WA 1ER MANAGEMENT DlSlRICT
618 EAST SOUlH S1REET
ORlANDO, FLORIDA 32801
ATTN.: RUlH GRADY
(407) 897-4300
flORIDA DEPARTMENT OF
ENVIRONMENTAL PROlECnON
J,319 MAGUIRE BLVD. SUITE 232
ORlANDO. FLORIDA 32803-3767
(407) 327-1800
POTABlE WATER:
A TIN.: .JOE McNAMARA
(407) 839-3300
SANITARY SEWER:
ATTN.: H. LEE WILlER
(407) 894-7555
INDEX OlF SHBlBTS
C-l COVER & GENERAL NOTES
C-2 BOUNDARY AND 1I'OPOGRAPHIC
SUlRVEY
OVlBRALL SITlB PLAN
SITE DXMlBNS][ON PLAN
GRADllNG <& S1I'OlRM DRAlrN'AGlB
PLAN
COMPOSITE UTlIlLJlTI( PLAN
GENERAL DlBTAmL SlEmBT
UTlIlLJlTI( DETAIL SHlBlBT
LANDSCAPE PLAN
lIRRlGATION PLAN
C-3
C-4
C-S
C-6
C-7
C-8
L-l
L-2
REVISION
PER Q1Y ...... .-c v-~
PER a1Y Bat. ......... ---ans
J.K.B.
J.K.B.
P .J.s.
t't.1t.K-JOHN SUTCH
0052115
,~ ~~)\U\~
~~O\4ED
NS
NI
.
SCALE: NTS
DATE: JAN., 1999
JOB NO.: 57501.00
RLE: COVER
SHEET NO.
<C= 1l
ClJRJlER F NJ.S
/III TELE BOX
SET 5' OFFSET
WIn-MESS I'OMrS
I
1
I
,
I
,
I
,
I
,
/
1
I
1
I
,
I
,
I
,
I
,
I
,
I
,
I
I
NO.
I
CHNK;E SCAlE.
REVISKJII
lSIUD NIl ~7DIS,
. -..:H ...-
QW '*'" .. fl/fTl/t .,~. MIlMlO EIW.-1fJII
(W ~ ..... - VA&W'
,.,., """,.". ~ ...... 0 ~, ~~ ...",
,.. HMrAil) IIIID III. ~ IIII1U HI1I.E
/CI' ~ ClM:NTf /1ft C>-4I ~ UIII' fIOIT
J1'S STaIW .... . "/IUI TIfU
*S AIEMrIMD 4.AID SfAIMWlIt 0 n&
I'U ~ I.MJ SIIH)Wt '>,.. T1fU
QIt (lllIIIIIp 0 QllIr T1fU
,.. ItA - \. ) uwrs f1F ~
/I(J ,.. "'"-"" 01f TIf& CW$1D/t1
,. "Ma a CIa6 T~ PUP _
01f t1I'n:JIIL ~ ~ 'IAff/f VAD'l
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(PNfCEL FI R/W DEDICATED TO SEMINOLE COUNTY
FFIOM THE SOUTHEAST CORNER OF GNfDENA F ARItIS SU8ONISION. AS
RECORDED IN pU(/" BOOK 6.PN;ES 23 &- KPUIJUC RECORDS OF
SEMINOLE COUNTY.FLORIDA.IfUN N 05'09'$O'E.ALONG THE EASTERLY
UNE OF SAID SIJ8Df,IISION 7055.06 FEET TO THE S()(fTH UNE OF A
FLDRIOA POWER COIf/flOlfATION EASEMENT RECORDED IN DEED BOOK /93.
PAGE Z76.I'UBUC ItECORDS OF SEMINOLE COUNTY,FLDRIf)A, THENCE
N 85"IO'I2:'W.AI./JNG SAID SOUTH UNE 23ifIJ.5T PEET, THENCE SOtITH 993.28
FEU, 'T'HENCE N 85'lO'lrN.1522..5rI FEET TO THE POINT OF BEGINNING,
THENCE CONTINUE N85"1O'1ZW.26.3S FEET TO THE EXISTING EASTERLY
!tiGHT" OF WAY UNE OF TUSCMIt.J..A - GABRIEUA ""~ THENCE
N 2S2O't:rE.N.DNG SAID /tIGHT OF WAY UNE -'f6J6 FEET, THENCE S 85'IO'/~E.
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CONrAlNING THEREIN OJM N:RES MORE OR LESS.
SUI!JJECT TO. PERMA/tIENT DItAINNiE EASEMENT
J. THE SUNEYM HAS /KIT AlJSTIf/ICTED THE ~E1fT'f "'0If EASEMENTS 01'
Rf'CQIfO.
2. VEm"1C~ DATUM IS IJASED ON == AND 8M NO.IH AS SHDItN ON
SNEeT ~ 01' THE TlISiCANlUA ~ ~,.AltED I'"'OIf SDII/IIOIZ
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" EUVATIOItS OF WELL-ID<<NTII"DJ FEATtJlVS CONTAllCD 1/11 TIHS $IJIfIIEY All/)
IIAI" HNE ~EN <<ASUltED TO All EsrlllA7'ED t/EwrlCN.. ~IOIIAL
AC:aIRACY OF o.DI FEET.
7. W~-I<<NTI""ED "'E~$ IN THIS SVNEY AIID M~ HAlE <<Ell
IlEASUltED TO MI EsrIllAT&D HOIfIZONrAL I'OSIrIOltAL IiCCUltICY OF fJI FEET.
.. TIfAl"FIC STlflPlNO NOr UJCJtTDJ 0If SHOJIN.
. SII~R TItEE$. LA/IIDtSC~1IItJ NIO I1fIt/fIJtTION SYSTEM WEltE. NOr SUNEYUJ
0It SHt/IIN.
LBW.. DESCRIPTION
~ 1tDORT,
(PARCeL AI
COM<<N(% AT THE SOtITHE.4ST COIfN~1f OF GAR~NA FAltMS.AS RECMDED IN
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FlPItIDA,1ftJII NO!!f'09'!SI?E AUJNG THE EASTEItLY UNE OF SAID CM/tDENA
FAIfMS I'M A OI$TANCE 01' 71!5501J Fen" TO THE NORTH UNE ar A Fl.01tIlM
1'OIIER COIf/IItORATION EASeMENT (IOOJ)/J 'EO" wIDE) AS RECORDI!D 1/11 D€m
IIOOK '"'-,.~ Z16.PUIIUC RECORDS OF SEIllNOLE ctJ/JNTY.FUJIt/OA, THENCE
ItIJN NtI!r/O'II!W AU)N(; SND IIORrH UIIE FOIf A DlSrAIfCE OF 2$I5J>> FEET TO
A I'OIIf'r ON THE SQ/T"HtlESTEIttY u. 01' A FLORIDA I"OtIER A/tID LKJHr
COItJPAIW E~<<"" (IIOJX) F~cr tIIllJI!JAS ~D IN ~D /KJOI( 193-
PN;E I!rS,THENCE 1fIJN SOI'3I'03'E JI'OIt A DISTANCE OF IOO.SR FEET TO THE
NORTHttES1" COItNEIt OF TUSCM/l.J.A UN". "AS fItECOIIt<<D IN PlAT. I!JOOIC /!I.
PNJES ~ TH~ J3.1'UBL1C RECIJItDS OF SEIIINOLE COIJIfTY.FUJltlDA.
T~/IICE RUN sourH AI.DNQ T~ wlSt U<< OF $A/() TUSCIIIIIILLA lI1IIT 6 !'()Ilf A.
OISrANCE OF ~ FEET' TO A PC/tIIr BEJN(J UJ. FEET NORrHEIfLY 01' fWHEN
MEASUltED AT I'fIQHr NtIGI.ES TO ) THE IIOIfTH UNE OF SAI() TUSCIWILLA UN'"
"SMD 1'tJINr' BEINO TH~ /IOINr OF 8fGlfNNf~NCe CONTINUE 5CVrH
AJJ:JNG SAID WEST LINE FOIf A OISTANCE OF FEEr,THe.NCE RUN .
WSIO'I2!W A/.DIIG A LINE THAT IS JOO,(JO FEET NORTHE./tlY OF A/tID PARALJ.EL
WITH $AI() NOIfT"H UNE FOR A DISTANCE OF ~J FED' TO TI<< EASTEIttY
__Ill' OF ~UA _THENCE _ N~
AI..DIIG SAID eASrERLY RIfIHT'<JI'..w# IJN~ FOR A DlSrANCE 01" ~ !'EO,
THENCE IttJ. $ll5'IO'Ie'E AUJNG A U/IIE THAT IS 6IlJM ,rEET 'HE1ttY OF
AND P~L wrrH SAIO NORTH UIIE PM A DlST NICE OF I. PEer TO THE
f'OIIfT' OF <<fIINNIJIG.
TOGETHER WffH,
(PAlfCEL C)
FIftJIJ TH~ $/JIffHEAST CtJ/IfNEIf OF GNlDENA FA/ffl SUBDIVISION.AS
IfECtJItDED IN PLAT BOO/( "tI'.P,IGE 2-' AND 24.JIIICJlJUC ItECOItDS OF SEMINOLE
CCIJNTY.FUJltIDA.ItlJN THENCE AI./JIIQ THE EASTEItI.Y LINE OF SAID 6NfDENA
'NW$ SUIJD.N05'()(I'!S(1'E 71tSfJ,M 'EE:T TO THE NOI'ft"H LINE 01' A FtD/fIDA.
JIfIt/II16.JIf AND LJGHr co.EASEIIEJIr ItECORDED IN OA.IIOOK 1IJ3."N;e I~
NIIUC RECDItDS OF SEIlIII04.E CQJNrY. FUJIItI,!/tUN T~ AI.DIIfJ SAID
IIfJItT'H EASE, Nr UNE /ta51tnrw ~71 F~ TD A I'OIIIr 011 TIC
WmltLY LI:t 01' A FUJltIDA f/l(MB' CON-. ~IIE"" /lCt:JtJItl/IEf) III CUJ. ~
,.Jt;E e..PU/JLJC ItECOItDtS 01' 2M111OLE COUIITY. 'UJIWJ4ItlJ11 THEIICE
$OVT'H I09/J..64 FEET,THE/iCE NtIS'IO'lI!W "UO FEEr~ ft).1"OINT 0/1'-
~ftlJN THENCE FlJR1 VRrHElt N<<NO'lew 77&1:0,., TO THE EASrERlY
()It WAr LINE ~ THE TUSC~LLA IIflJN r~NCE
AI.IJN8 SAID EASrERU /fII!iNr 01" WAY LJNE ND'IIXJrE I'EET, T~NCE
SIlINO'lrE tUS/IJO PEEr,TNENCE Sil:W4fY-WW ~ FED" 0 r~ POMr OF
lIEfJlNNING. COIt'f" AlNINO 5IXJO N:ltE5. I
LEss,
. .
'I'NfCEL D) 1'ON() SITE
THAT PORT'ION OF THAT CElfrAlN PARCEL OF LMD IlfECONJED IN OFFICIAL
M"CQt.O$ IJOOI( a:uo."~ .e.1'U1IUC RECO/tDIS 01" 2M/IIIOI,Z COUNTY.I'1.DRID4
~ BEING A I'ORTION OF LDr . OF fJAROElIA F AIftMS. AS ItECOItDED IN ~
IIOOK f. ,.NJES ~ I"UIJUC ItEQMDS OF SEM/NOIL CCUIiTY. Fu:JItI/>>4 MOItE
"AIfT/cuLAIfLY DESCIfI/JED AS 'fJI.LDII5.
<<GIN R' A ~/IfT ON THe tIIEST UIIE 01' TUSCAItILLA tM~AS MCOItDED IN
/ftLAT I!JOOK "A/lES >>>>.JIUIJUC IVCOIfOS OF SEII/IIOLE . FlOItIDA.
BEING 621.2821,JEET IItJR1"HEltlY OF fWHEN 1lEASU/tBJ AT AIIfILE$ TO)
1'HE NCJIIfrH LINE OF SAID TUSCIWIUA UNIT' &/fUII SJ/Jt1'O!J'I/!!ItII.AUJIIG SAID
WEsr UNE.A DISTANCE OF ~~E, , T/C11C6 ~A/ltr1llQ SAID WEST" ~
Nil N85'OfJ'41"W.A DISTANCE OF ~,r.~JI()(f(U'~.A DIST
OF 3IJ5.OO FEET TO A fItOI/tff.()N ~ 'H UNE . *'UA "AIfCn ~AS
ItI!.tXJN)ED IN !'tAT IiIOOK 4J.1'NlES 57 I'flIIUC OF $DIII<<:JU- ~
~~~THEM:E seYW""E.~ SAID SJOtJ'I'H ~ A DlSrAll(%
(JIll' . ~ FED" TO TIC I'OtNT OF SEGlNNtN&
COMMENCE AT A fI'OIltr ON THE WEST UNE OF TUSCAIIILLA UNff 6.AS
RECOItOED IN ~T BOOK /!I.PNJES ~2 - J3.PU8UC RECORDS OF
SEItlINOtE COUIfTY.FUJlfID4SAlD POIItr <<IN(} 62l.2IJ FEET NORrHERLY
OF (WHEN IIEASU1tED JfT RIGHT" AN9LES TO) THE NORTH UNE OF SAID
TUSCIWILLA UN'" 6tTHENCE IfUN ~4l"W.ALDNO TIlE SOUTH LJIIE
OF TUSCMILLA PAltCEL 9Q.AS RECOItDED IN PLAT /!JtXJK 4~."NJES 57 _
58.PUIJUC IfECO/tf)$ OF SEMINOLE OOUNTY.FLDItID....A DISTANCE OF
305.00 FEET, THENCE (JEPA!tTING SAID SClJTH UNE.IfUN S()(f():J-/t5'W. A
Of$7"NK% 01" 15.05 FEET FOR A '0"" 01' BEQ/NNING,THENCE CONT"INUE
~rsv.AI./JII(J SAID LlNE.A DISTANCE OF ZtJD7 FEET,THENl:E
OEPAlfrING SA//) W6S'r UNE.IttJN lIetrOt1'4rW. A DIST AlICE OF ~O
FEET,THENCE NUUJr'E.A DISTANCE OF /!IJ>> FEET,THENCE
SIJ$'06'.tI1"E.A DISTANCE OF _.31 PEEr TO THE ftOINr OF BE6INNING.
SV8JECT TO EASEMENTS AND 1'tIGHT$ OF WAY OF ItEC01tD.
LEss.
(PAItCEL EJ R/W DEDICATED TO SEMIIOLE COUNTY
THAT PORrION OF THAT CERr AlN PARCEL OF LAND RECORDED IN
OI'FICIAI.. RECORDS IJtJO/C ~FWJE 45.1'f.11!JUC RECORDS OF SEMINOLE
CQJII1'Y.FIJJRIDA.ALSO IJEING A I"OItrION OF I.Uf 67.GNtDENA FAItIIS.
AS If#CtJltDED III ~ BOOK & PNJES D - 24_P<JIJUC RECORDS OF
~ COtMT'r.FLIJItIDA MtJItE '-ARrICfJLAIttY DESCRIBED AS
1"OU./JIIs,
ct:WMeNCING AT A 1'0/111" ON THEtIIEST LlIIE OF TUSCMILLA UN". 6.AS
~b IN PLAT IItJOK a,.NiJE.$ >> ->> PUfJUC /fECtJN)S OF
~ COUNT'Y.Fu:JlflDA.lIDN6 .a FEET NORTHEltlY OF (WHEN
MEAfllJItED AT ItIGHf' NItILES TD) THE NORTH UNE OF SAID TUSCMILJ..A
tJNIr; "RUN N6$'OI/J'41'W.N.JJN6 THE SQ/T'H UNE OF TUSCM/t.LA
PAlttJEL 9Q.AS ReCORDED IN PI.AT /ltf)()I( 4.3.PNJES 57 - 5&PUIJLJC
~ OF SEIIRI/Ot.E COUIITYJt/JltlDAA OISTNtCE OF te6OD2 FEET
TO .. POINT' IJIX) FEET ~N IlEAS/.J1tED AT IfI(JHT ANfJLES TO) THE
EASr61UJ' IUGHT-OF-WAY UNE OF TUSKIWIU.A ROAD FOIf A I"OINT OF
__N/N(i, THENCE /tIJIt SUU3N.'-AlW.J.EL WffH SAID EASTERLY
/WHro()F-IIIk IJIIE.A lJISrANCE OF 3>>h FEETI THENCE 1I6S'OI;"41'W.
~ SAID SDtJTH lJNE.A Dl$T'NlCE ~ ..... FEU TO A I"DI1fT ON THE
StJI8H UNE OF T~ LAND DESCIWIED IN OI'"FICIAL 1tECOItDS /JOOIC auo.
,.- 45.1'U1JUC RECOtOS OF SEIJIItOIL COUIITY.Fu:JlltJlM TO A I"O/I('f
01/ $NO EASTEItlY *SHr..ar-WAY UNE,THENCE NU~~E.A4.fJN6
SND/III$HT<JF..wW LINE.A DlSrANCE ~ -'~ FEET TO A 1'OI1tT ON
SAID $()(ffH UNE OF TUSCllltll.LA I'NtCEJ.. SlOt THENCE SlI5'06'41-E.
~ THE SDlRH UNE OF SAID TUSlCMIUA PARCEL SlO.A DISTANCE OF
aM FEET TO THE /"OINT OF I!JEGlNIIIIIG.
T06CT'HDt .'IIf1"H,
(,.NtCe, III
'1fOM THE SQHHEASr CORNEtt OF $ARDENA FAIW SUBDNfSION.AS
MaMDl!'D IN "/..AT /JO()I( ""A/JES D &- bI.~~ 01" SEMINOLE
ctJUNrY.fI'IJ' IIfUII T/1EIIf% AJ.JJNG THE~ r IJIIE 01" SAID GAR<<NA
FA/W$., ~.,... 7155.06 F, TO . 'HE NORTH ~ OF A
~''It IfJII _ME""'L~ /II OFFICI~ ~
~ JJAL~E~~..A'~.P~ TO
~ . ~;tA.~~ "~"f~
ctJ1tII6#f. Of' U1f" ... ~ . "AS IfECOIfIJIED IN PLAT
~f.'fli~.a.~ESTEJV &~~ifN~ SAID
.~ UIII'r ~ THE' I'OLUJI/IING COUI'fSI:S,ltUwr'" IJ1IIUJ FEET TO THE
/10IIII".. _!tpI'lllllNlt THI!NCE CONTINUE $OfI'rH 'EET, THENCE
1"1. FEEr,1'HENCE LE~~ UNE OF
r!Y_"!n!.I!l. 45 IfIM 1KH'.,4IrE :.J..THEIICE US"/O'lrE 741-"
~~ THE I"OIIfr OF 1JE6INNINtIt NIl, TICJtEIN ~ N:ItES ItIORE
THAT 1"OIfT/ON OF THAT CERrAlN "A/tCEL OF LAND RECORDED IN
OFFICIAL ItECORD$ I!JOOIC I!03O.PNJE 45.1"UBLJC RECORDS OF SEMINOLE
COIJIITY.FLONDA.ALSO BEING A PORTION OF LOTS 66 AND 67.GNtDENA
FARMS.AS ItECOItDED IN PLAT 800/( ""KJES n .. Z4.PUBUC RECORDS
OF SElllNOtE CQJNTY. FI..OIf/()A" ItIORE ,.ARrICULARIY DESCR/BED AS
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S 86-12"03- ,- _ _ _
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1REAlED M)OD FENCE
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MUL11-PURPOSE RECREAlION FELDS / GRASSED PARKING MEA
:LPROP. r CONDUI1S FOR AUDIOJ\1SUAL
FRCM SCHCXI. 10 CHURCH PER O'*ER
.6. HC>>tcA1'IONS. CCN1RAC1OR SHAll. REMCM DIST.
Lll IRQ( PAWRS FaR CONDtIT INSTALLAlION. EJCIST.
IRIQ(' PAWRS SHALL E SAYED FOR RE-ItSTAU.A1ION.
CCN1RAC1OR SHAll. PREPARE 51 JIGRADE AND RElGTALL
PA\t:RS 10 MAlat OR IE BET1ER 1HAN EXIST. CONDI1IONS.
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PROP. SfJINa.E COUNTY
lUSKAvaLA ROAD PHASE .
RE1ENlION POND MEA
& CCN1RAC1OR SHALL DIEC1IONAL BORE CONDtIT
UNDER EXIST. CONCRE1E PA\9ENT SEC1IONS
\- CON1RAC1OR SHALL RUN CONDtIT .. ~
AREAS AD-IACENT 10 ENRICHMENT CEN1ER NO. 1.
fJCIST. PLANT MA 1ERIAL DAMAGED DURIe CONDUIT
ItSTALLATION SHALL E REPLACED BY ntE
CON1RAC1OR. &
(1IfW 11ftlUJM1I1I)
& CCN1RAC1OR SHAU. COORDIMlE EXACT CONDUIT -,
SERYICE LOCAlIONS AT CHURQf VIIi 0ItER
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CON'IItAC'roR SHALL YERIFY PReP. U1IJTY SERYICE
ROU1I:S MD CCNNEC1ION lOCAlIONS .,.. UlIUTY
CCNPAHY PRIOR TO CCNS1RUC1ION (nP.) &
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COtORAcRII SHAlL FELD '9fY lOCATION ~ DIST. &
r 'lEE AM) - REPLACE ..... v atOSS
PReP. r GAlE VALW: &
PROP. 1"- X .. REDUCER &
PROP. 1"- PYC WAlER MAIN &
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P.U.D.
CHURCH W/OFFICE & EDUCATION BUILDINGS
CHURCH W/OFFICE, EDUCATION BUILDINGS AND
ELEMENTARY SCHOOL (GRADES K-8)
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32SITlB DATA
&
CCN1RAC'RR SHALL CONNECT TO DIST. 1"- WAD
MAIN WI1H 1rrxttr TAPPING SL.EDE AND VAL\€ ..
, ACCCRDANCE .-nt aTY ~ WfIER SfIRWGS
& SPEClFlCAlIONS AND R[QWMEN1S.
DIST. 1tr WAlER MAIN (FEl.D VERIFY
PIIOR TO CONS1RUC1ION)
TOTAL SITE AREA :
EXISTING ZONING :
EXISTING USE :
PROPOSED USE :
.....
,
ZONmG: P.U.D.
USE: SllNOLE FAMILY RlBSIDlBNTIAL
EXISTING BUILDtNG AREAS:
CHURCH .
OFFICE :
ENRICHMENT CENTER 1 .
ENRICHMENT CENTER 2 :
MAINTENANCE BUILDING:
TOTAL G.F.A.
22,872 :i: S.F.
1,932 :i: S.F.
9,637 f: S.F.
15,859 :i: S.F.
2,606 :i: S.F.
52,906 :i: S.F.
& WAlER MAIN NOlES:
1. CON'IRAC'RJR IHALL lEST. IISlRCT AND OBTAIN a..EARN<<:E Fat PROP. .1ER MAIN
IFROYEMEN1S .. ACCORDMCE II1H atY ~ WfIER SPMCS AND FDEP ~kiA1IONS
AND REa ~ PRICIt 10 PLACING lItE MAIN IN10 SEIMCE.
2. CCN1RAC'RR SHALL LOCAlE WAtER MAIN ROU1E TO ..-~ DISlUR8ANCE 10 DISr.
lREESJlANDscNIm MATERIAL AND MAINTAIN AU.. CONS1RUC1ION CNSI1E. AU.. ROCnS
REa_ RDIOVAL SHAlL E PIUED PRICIt 10 REMOVAL AND COORDItA1ED II1H
lItE I..ANDSCAPE MCH'IECT. ALL PLANT MAlERW. REMO\D SHALL IE RIJlIlMZD """ CClPMAII.E
MA1ERIAL f1F 'DE SAME rtPE .. ACCORDMCE II1H I.NIDSCAPE SPmrtCA1ICIIS.
3. CCN1RAC'RR SHAlL REFER 10 !iPECl-tcAlIONS. COVER SHEET IIID 00Lr .IC. U1IJTY PLAN
FOR ADDI1IONAL NOlES AND REa ~ REFER TO SlEET c-e RIt OIHER
WA1ER MAIN IIIfIRCMIEN1S 10 BE CONS1RUC1ED 0NSI1E.
PROPOSED BUILDING AREAS:
~ ADMINISTRA TlON
LIBRARY :
MULTI-PURPOSE :
~ CLASSROOM BUILDING :
FUTURE CLASSROOM BUILDING:
TOTAL G.F.A.
2,700 :i: S.F.
5,000 :i: S.F.
.
14,200 :1: S.F.
41,000 :i: S.F.
12,659 :1: S.F.
75,559:i: S.F.
J
~ TOTAL EXIST. & PROP. BUILDING AREAS: 125,859:l: S.f. (NOT INCLUDING MAINTENANCE BLDG. IN THE LOCATION Of THE FUTURE
fLOOR AREA RATIO (fAR.): 0.162 CLASSROOM BUILDING)
EXISTING IMPERVIOUS AREA : 198,115 :f: S.F. (25.5%)
EXISTING PERVIOUS AREA : 579,829 :1: S.F. (74.5%)
& PROPOSED IMPERVIOUS AREA: 277,903:i: S.F. (35.7")
PROPOSED PERVIOUS AREA: 500,041:1: S.F. (64.3X)
· ESTIMATES Of PROP. IMPERV'/PERV. AREAS ASSUME THE MAINTENANCE BUILDING HAS BEEN REPLACED BY THE FUTURE
CLASSROOM BUILDING.
I-~~ El.
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PROP. DUMPS1ER ENQ.OSURE.
SEE DETAIL SHEET C-7
~~~
PRCP. r 1HICK CONe.
PAWMENT (4.OCIO PSI)
PROP. CONe. SIEWNJ(
PROP. NOSE 0-.
. aJRB (nP. EA. SDE)
PRCP06ED " .mE atAIN LN<
DOtB E MHO GAlES &
S
E
P.RCPOSED " tIGH OWN LII<
FENCE. SEE DETAL SHT. C-7
(T'tP .)
o 1 ,2' 03 "
NEAll Y SAW OOT, -' REMCNE
DCIS'1ItG aIRS FOR CONS1RUC11ON
OF DUMPS1ER ENa..OSURE NEAll Y SAW arr -' REMCNE
EXIST. PA\9ENT -' YAlOI PROP.
-' ~ 10 DIST.
)(--)(--)(
---
----
. ElCIS1'. MAINlENAHCE ,
IIW*G. TO REMAIN , 1J
Ii
I
I
___ ' ~ I
---- ..J
--
-
-
~LAssRooM
12,858:1: S.F.1IN"O
CON1RACTOR SHALL PAINT
CNER DIS1ING Sl'JijflfC 1M)
RESlRFE AS SHO'MI
57
11"
(TYP.)
2i
'-'
PROP. " ID: QtAIN 1/1<
DOUBLE s.NC GA1E.1A
DCIS'1ItG ~ SHALL BE
PROlEClED -' SA\€D (nP.)
~
d
.. 4 .
C
...
4 ..
. '. 4'
...' . ..'
'. ..4 . fA . . 4
. ~
PRCP06ED nPE F CURB 10
MA 101 EXIS1IIG PER FOOT
FOOT INDEX NO. JOe) (TtP.)
, ~ ~ . ... 4' . .. . ."~ "
. ':4 '
: ~ :4, ,.' . .'
PROPOSED SIEWNJ(
.m tnEGRAL CURB (SEE MOt. PLANS)
.' .'4.
PROP. GRA"TY WAU. Ylmt
AI.1IINUM PIPE HANDRAIL PER
FOOT lUX NO. 520
jl( ~ : ~: ',,~ :4': 4"
:0..... ..,.
.':.. .' '~ '. .. .
. . 4..
: :... 4" . .'.
4
: .. . .' 4 .,~ ~ ': .
.'. . ~. ., :' ".
.... .'
PROPOSED ASPHALTIC CONCRETE
10 (LIIlS SHCWtt HATQED).
PROPOSED CR)SS WALK SlRFlNG
PER FOOT INDEX. NO 17348
PROP. HANDICAP .111
'SEE DElAt. SHEET 0-7.
(TIP.)
PROPOSED ca I MIS FOR CCM:RED
WALKWAY - SEE Mat. PLANS. (nP.)
... . .
PROPOSED SIDEWALJ(. SEE MOt.
PLANS FaR SPECIFICA lIONS
PROPOSIb LANDSCAPE Pl.ANlER., SEE
MOt. PlANS FOR EXACT' LOCA11ON
AND SPb.ir1CA 110NS (nP~)
CLASSROOM
A lBlC.1JCJLDmo
~ 8UI.DtNc NO. 300
41,000 SF. (1ST. 2ND FlR.) i
78.17 ~
('If
MpJLn-pUR1PoslB
18U1DLDlCNG
~NO. 400
SF.
. ...
~44' '. : . ....: . ..... '4'*
: 4.'
s
~
,....
. ..: ' .
. '
. '
PROP. ACX:ESSIBlf
RAMP 12: 1 MAX. SLOPE
(nP. 80m sas).
.~:
. 4.4: :
... . . .
4' .. '.. .. '.' .
'..., . . '.. ..
. " . ~ .: '.:
.~ .' ...' .~ .
~r~ .. ..~
.... CONCRETE SIDEWAIJ(
(nP. fE B01H SID)
CONS1RUCT ADDI11OtW. ~
NIIJ, 8RIQ( WALK AS RE:QlJN1)
10 CONNECT 10 ~
IMPRCNEMEN1S. WAlERIAL USED
SHALL WAlCH DCIS'IIA
~(H)
~ .~.. 0 . ~.. , .
..,.,..' ~:., ,~:.~ ':
'::::::::/:::::::L:::::::::::::::::' .. .. '1. . " . .. !. .....
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.. . . .. . .. .. J .. . .. .. . . . j , . . ... '.' . 4 ~ . L -J.' . ' . ,,4. '
}(((If)}}::::}? . ~'. ~J' :~:.J':: ~~ ;<~: :.~~: > .:)........~.. .... ~. ~:>.~ }~~..~ ~:. \"--} '4"~"~ .~.. " .
.::::::::: :::::::::::: '. 4 . .. '. ~PRCJf>>. ~1I'4E'aETAL ,0 4 .: .' '! '. 4'. .. 4 . .. ." . " . " .' , ", . , . 4, ' ...,
-:-:':-::-:':-:-:':-'1" :-:.:.:-:.:-:-:-:.:: ..:.:./ :. :4 ". . 4. . f.DU .NI)-'.GA1&5 ~', . '...: " ," '~.' 4 . .' .' :4' " .: . ". . '.~ ~ ...' 4 ,'. ! '.n. ..'.. ~ : '.' 4.. .
.. .. . . .. .. .......... . . . .' . . . .MfJt~ PLANS ,(TtF!~ ," '. .' .... 4.' . . ~ '. ~ " . ~", '
:':':': ':::::1'"::::::::'::::::. ~.....: :,.~ .~:. ~~:, :,~' .....:.... ";~, .~.. ,'. ,..... ...'~>. :: '. "~;":':-".". .,....,.,:.4...' ,~'~~..:~..:: ~:-.' .'. ,.'. ;.,.':.... .,' ..4 -.
.... ........ :[.... .' ... ' . .' " {j,. ~' ,~. .. r. ':1 . .. . ,... ,. 4l " '., ",
::/:\:t{)::t{:}}{::. ~ · . . "" " " '. ". "... ~.." .. :. :. ~"4:: ;:.
>>uuuuu >>>>u'>>' .. I 44.0' . 0 ". ..." .
t .~, ' '. .~',' ': ~4 '
. . .'
74.87 . ·
~ ", .', ,. " . '. :
A. "" . ' " '~~ '.
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:::::::::::: :::::::::::: . 'Jl:!)Tr T1rTr ~
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BI~ NO. 100
2.700 $.F.~
~
1~1.34'
.- SWSL
2i
'-'
PROPOSED SOUD MIlE PAINTED
TRAFFIC ARRC1fI (nP.)
LmRA\Rv IMlBDJIA
<ClBN'JrER
BUlDlCNO.200
5.000 $.F.
i
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: ., '.' .~. "-:4' , '.
. ,~~ :'.. ' :. . . ." " '. .
~. 'ct .....
.. -~ :.....~:/
..' " .
11"
(TYP.)
PROPOSED 4- WOE SINGLE
SOLI) LINE N t/ /1ft SICP
PAINTED MITE
'~,':, ~" .,....~:..
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;. . . ,'. 4.;.
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78.87'
~~Y SAW arr, ~
YAlQt PROPOSED aJRB 10
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PROP. .. weE awN
LN< DOUa[ s-.o At.
GATES.' ~
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a -
8
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RE'lrlBNTJrON ():>~
AREA ~~I
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PROP. " ~ ot~ UN<
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PROPOSED " HIGH STOCKADE
PRESSURE 1REAlED M)QI)
FENCE (nP.)
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D 0-0
44.00'
12.8r
28.00'
--....
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REMCM: DIST. SPUT RAIL FENCE FOR
LII1S CF PROP. STOCKADE FENCE
--
--
~
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32
.,' .
80.34'
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GlBNlEmAlL SITlB NO".lrlBS
1.
FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO.,
SEE SITE SURVEY SHEET.
CONTRACTOR IS RESPONSIBLE FOR PROTECTION Of ALL PROPERTY
CORNERS.
CONTRACTOR SHALL UA TCH PROPOSED CURB AND GUTTER, CONCRETE
AND PAVEMENT TO EXISTING IN GRADE AND AUGNMENT.
THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL
BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND
SPECIFlCA TlONS.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL
BUILDING OIt.tENSlONS; PORCH, RAt.tP c!c OO~SPOUT LOCATIONS; DECORATIVE
UETAL FENCE/GATES; AND SPEClFlCAllONS FOR PAVEMENT ADJACENT TO
ALL BUILDINGS.
2.
3.
4.
5.
~
~
41
6. BUILDING Dtt.tENSlONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR
REFERENCE PURPOSES ONLY. WHEN LAYING OUT THE PROPOSED BUILDING
FOUNDA llON, THE CONTRACTOR SHALL USE THE ARailTECTURAL AND
STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
CONSTRUCTION SHALL COMPLY Vt1TH ALL GOVERNING COOES AND BE
CONSTRUCTED TO SAUE. .
7.
8.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO
ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS. BUT NOT
UMITED TO, DRAINAGE, UTlUTlES, PAVEMENT, STRIPING, CURB,
ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING
, CONDITIONS.
DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC)
WHICH INDICATES BACK OF CURB.
10. SlGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE ~TH M.U. T.C.D.,
F.D.O. T. AND CITY OF Vt1NTER SPRINGS REQUIREMENTS.
9.
11. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN CONSTRUCllNG
IN THE VICINITY OF TREES TO BE SAVED. CONTRACTOR SHALL a.OSEL Y
COORDINATE CONSTRUCTION NEAR TREES TO BE SA \lED WITH THE
LANDSCAPE ARCHITECT. CONTRACTOR SHALL PRUNE ROOTS TO BE
CUT PRIOR TO DISTURBANCE IN ORDER TO UINIMIZE STRESS ON
TREES TO REMAIN.
box
t~v.
box
.cable
CtJ
~
.
CO
~
Ctj 40
~ wood fence
SE'lrl8ACKS
N. SIDE: 20' MIN.
S. SIDE: 1S' MIN.
E. SIDE (REAR): 6S' MIN.
lLlBGlBND (]pROP.)
4r\
r\
=~~~
....
-
SWSL/4 "
= HANDICAP SIGN (FTP-25)
= STOP SIGN (R1-1)
= SOLID WHITE TRAFFIC ARROW (THERMOPLASllC)
= SOLID WHITE STOP BAR (THERMOPLASllC)
= SINGLE WHITE SOLID LINE / 4" WlOE
= 12" STABILIZED (LBR 40) EMERGENCY VEHiClE ACCESS
c
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PROP. ELECTRICAL TRANSFORMER
= PROP. PAVEMENT PER ARCHITECTURAL PLANS
= PROP. CONCRETE SIDEWALK
Ct)
39-
6' wood fence
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Jund oLd
SECTIOII
SECTIOII
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h GRAVI,Y WALL
~ NOn::
THIS DETAIL 15 SHOWN FoR REfERENCE ~s OHLY CONTIlACTOfl5HAU. ReFe~ 1t)
F.l'-a T. f(OAUWl,Y ~ TRAFFIC DESI6H StANDARDS ClATEST EOlTfON) fOIl'TDTAL DeTAIL AMO
~ tI101'D.
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PROP. 1r Ra' S10RM PH AND M.E.s.
10 BE CONS1RUCTED BY SElJMU COUNTY
AS A PART OF RE1EN1ION POND --
~' ~=r:u~PER
SDINOI.E COUNlY CONS1RUC1ION PLANS.
80.5 ~ i At L !.. c..f\ 'l~
f,(}~ '0 n~~'J ~ ~"." ~ PROP. nPE . aT FENCE (rIP.) I.' . '58.5
- {;~!;;:;))~:';~,::;;.~:;'>.!_,.::.:~::. ~ ~///~-:/ / /77 / / //77 / / .- . ./ II,. S 850 ,~ 9 '03" E
1_0 ~';<'-::~~::i':~;~:.'.:.~;',::');..;t~.f " ~Z_ 7 . ///' //"/ ~ V. '>i~ ~'~~7:/7//'r' /, / ~.&'l ~ / / ; / , / / _ / ,,_ ~
""0 .',.,..':,' '-. .. ".' ...,.:~~ .",>>~. /, ~~/ . / / / / / / / / / / / / / .F X. / / / /. / / , ,.
" . .. .'>";',':'"r'.~:.,~.~~ ~;~:~ ~ 11"7/ "7 / . / / // / / / / / / / '/ //7'/V7 / /-/777" ~~---=-)(__
~ :. ~- - _ --:--::- . / //)'///.2>7~;; ..
DIST. Ilr- ~ ~ r - - - -_ _ - '"":--- ~ -:.7 / .
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lBROSlION AND SlBii)]:~y~1:R~r:rATION
CO~lL NOlL]~
-;7
PRIOR 10 ~Y .7 110N AC1J\4TY THE CONTRACTOR SHALl INSTALL
EROSION At<<) TAllON CONlROl MEASURES SHOWN ON THE PLANS
AND PRO, VIDED~ IN FOOT INDEX NO. 102. AS CONSTRUC11ON PROGRESSES.
1HE CONlRAC SHALL PERIODICALLY CHECK 1HE SEDlMENTA 110N CONTROlS
AND REPAIR AS NECESSARY 10 KEEP THEM IN 0000 ~ ORDER.
1HE TOR SHAU.. ALSO PROlECT INLE1S ~~ SllE APPURTDWICES
FROU TATION USING PROlEC11ON AS DET~ FOOT INDEX NO. 102. .
lIE ~ L TtlR SHALL CONDUCT GROUND ST.rA91RES (PAWIG.
_._~.L:. UULa.G AND SODDING) AS SOON AS FOLl.CMNG ANAl
fS lIE SI1E.
fA .1-.c.. COWPLE11CN aF CONS1RUC11ON ANDE ST~11ON OF
POlQiiiAi EROSION AREAS. 'DiE CONlRACTOR REMOVE SEDlMENTA 110N
CONlROL _MEASURES AND CLEAN N<<> REPAIR ~ AfFECTED BY 11iE
TION AC'n\111ES.
, .
-
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,
THE DISTANCE TO ~E NEAREST FEMA 100- YEAR flOOD ZONE IS 1 700 FEET
WEST OF THE SllE ZONE A). 1HE BASE flOOD ELEVAl10N AT lHIS'POINT IS
4-4.23 FEET PER CI Of WI~lER SPRINGS STORMWA 1ER MASTER PlAN.
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--=:tr--
T8P OF CURB ElEV.
EDGE C1F PWT. 'ElEV.
PROP. FLOW DlRECllON .
---lm-- PROP. CONTOUR ELEVAllON
PROP. STORM SEWER PIPE
--4 PROP. ROOF DOWN-SPOUT
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\
GlBNlBRAlL OlRA]D)][N"G NOTJES
1.
CONTRACTOR SHAlL ADJJST AND/OR CUT EXlSllNG PAVEMENT AS
NECESSARY TO ASSURE A SMOOtH FIT AND CON11NUOUS GRADE.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIF'YING ALL U11UTIES AND NOllFY-
ING THE APPROPRIATE U11UTY COMPANY PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL VERIFY HORIZONTAl AND VERllCAl LOCATION OF ALL
EXISTING UllUTIES PRIOR TO CONSTRUCllON. AND N011FY ENGINEER OF ANY
DISCREPANCIES WITH THE SUR~Y, AND THE ENGINEERING PLAN.
2.
3.
4.
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
IMPROVEMENTS DURING CONSTRUCllON, SUCH AS, BUT NOT UMITED TO,
DRAINAGE, UTlUTIES, PAVEMENT, STRIPING. CURBS, ETC. REPAIRS SHALL BE
EQUAl TO OR BETTER THAN EXISTING CONDlllONS.
FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS.
ALL DISlURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR
PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, 500, MULCH AND
WATER UN11L A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER-
WISE NOTED ON PLANS. SEE LANDSCAPE PLAN.
CONSTRUCTION SHAlL COMPLY WITH ALL GOVERNING COOES AND BE
CONSTRUCTED TO SAME.
THE CONTRACTOR IS SPECIFICALLY CAUllONED lHAT THE LOCATION AND/OR
ELEVA 11 ON OF EXlSllNG U.llU11ES AS SHOWN ON THESE PLANS ARE BASED
ON RECORDS OF THE VARIOUS UTlUTY COMPANIES AND, YttiERE POSSIBLE,
MEASUREMENlS TAKEN IN THE FIELD. THE I NFORM A liON IS NOT TO BE
REUEO ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL
THE APPROPRIATE UTlUTY COMPANY AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE
THE RESPONSlBIUTY OF THE CONTRACTOR TO RELOCA lE ALL EXlSllNG
UTlUTlES WHICH CONfliCT WITH 'THE" PROPOSED IMPROVEMENlS SHOWN ON
THE PLANS. CONTRACTOR SHALL FIELD VERIFY DEPTH OF U11U11ES AND N011FY
ENGINEER IF 36- MIN. COVER WlLL NOT BE MAINTAINED ONSllE.
5.
6.
7.
8.
9. PRE-CAST STRUClURES MAY BE USED AT CONTRACTOR'S OPTION.
10. ALL CONCRETE TO HA'IE A MINIMUM 28 DAY COMPRESSION STRENGTH OF
2500 P.S.I. UNLESS OTHERWISE NOlED.
11. EXISllNG DRAINAGE STRUClURES TO BE INSPEClED AND REPAIRED AS NEEDED
AND EXIS11NG PIPES TO BE CLEANED OUT TO REMOVE ALL SlL T AND DEBRIS.
12. ALL EROSION CONTROL MEASURES MUST BE INSTAlLED PRIOR TO ANY LAND
DISlURBANCE AC11V111ES.
13. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKI@} SIDEWALK, DRIVES, ETC.
CLEAR AND FREE FROM ANY CONSTRUC11ON AC11V11 T AND lOR MATERIAL TO
ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TR~FFlC.
14. STORM PIPE SHALL BE AS FOLLOWS AND NOTED ON PLANS:
A. R.C.P.... CLASS III PER AS1l.4 C- 76
B. POLYVINYL CHLORIDE (PVC) PIPE PER ASnA 03034, RATED SDR 35. PIPE
JOINTS SHALL BE INlEGRALL Y MOLDED BELL ENDS IN ACCORDANCE WllH
ASTM 03034. TABLE 2, W / FACTORY SUPPLIED ELASTOMERIC GASKETS
AND LUBRICANT.
C. POLYVINYL CHLORIDE (PVC) 8-IN. THRU 30-IN. DIAMETER SMOOTH INTERIOR, OPEN
PROFILE GRA VllY SEwER PIPE SHALL COMPLY WITH ASTM F794 &: UNI-BELL UNI-B-9.
MANUF AClUTERS: EXTRUSION TECHNOLOGIES. INC. .UL TRA-RIB. OR APPROVED EQUAL.
~ 15. PROP. FINISHED FLOOR ELEV A l10NS ARE BASED ON SITE BENCHMARK.
@
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SClHDEDUlLlB
J:\ e 12'" )( 12'" I#IE.A DRAIN WI BLAQ(. ,
L:. ~ CAST IRON. 1RAfF1C 8EARIC. LOCKING GRA lE
(ACO OR APPRCMD EQUAl) ,
lOP ELEV. - 81.8
'rtPE -,- CURB N.ET
PER FOOT JI)E)( NO. 210 .. 201
THROAT ELEV. - eo.lO
N. Fl - 57.15
205 LF N 12'" Rat . o.as
a.EANOUT
TOP ELEV. - 10.4
E. Fl - 57.15
100 LF - r S10RM PH . 0.24.
S 12- )( 12'" NfE.A DRAIN WI BLAQ(.
CAST IRON. 1RAFF1C IEAMIG, LOaCING GRA lE
(ACe OR APPRCMD EQUAl)
TOP ELEV. - 11.8
12'" )( 12'" NfE.A DRAIN WI aAaC.
CAST IRCN. 1RAFFlC IEAMtG, l..OCICING ORAlE
(ACe OR APPRO\U) EQUAl)
TOP ElD. - 10.3
~~ <9
12'" )( 12'" NfE.A DRAIN WI aAa<.
CAST IRON. 1RAfF1C IEAMIG, lOCICING GRA1E
(ACe OR APPRO\O EQUAl)
TOP ELEV. - 11.8
s
12'" )( 12'" MEA DRAIN WI aAaC.
CAST IRON. 1RAFFIC IEAMC. L.OCKINC ORAlE
(ACe OR APPRCMD EQUAL)
lOP ELEV. - 10.3
nPE .,... MANHOLE PER FOOT INDEX NO. 200 .. 201
IIlH SlDTlED CXMR
nJP ELEV. - 81.so
"Fl.-$1.JO
s. Fl - 57.30
N. Fl - 57.30
S 70 LF N 15- RCP . o.sox
e rtPE -f:' N.ET PER FOOT II)E)( NO. 232 .. 201
w/ S1EEl RE1'IaJlK 1WAFfIC BEAMIG GRAlE
1(p ElEV. - 10.5
E. Fl - 5&.15
S. Fl - 5&.15
w. Fl - 51.15
@ 12'" )( 12'" MEA DRAIN wI 8I.AQ(,
CAST IRON. 1RAFFlC BEARING, LOCICIG GRAlE
(ACO OR APPRCMD EQUAl)
TOP ELEV. - 81.80
E. Fl - 58.00
<!:!> 12'" )( 12'" NfE.A DRAIN WI BLAQ(.
CAST RON. 1RAFFIC BEARING. LOCKIIG ORAlE
(ACe OR APPRCMD EQUAl)
TOP ElEV. - 81.15
N. Fl - 58.00
<E>
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I~TJR']['lB~ m (~] ~
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2S LF - r S'1tJRM PPE . 1.00s
1'I'PE .,... MANHOLE PER FDOT INDEX NO. 200 .. 201
lOP ELEV. - 81.80
.. Fl. - 51.55
S. Fl. - 51.55
E. Fl. - 51.55
S 105 LF ... 24- Rat . G.2.-
S rtPE -.r CON1RCI.. S1RUC1URE PER FOOT INDEX NO. 200
.. 201 W/lRNFlC 8EAMIG MilS .. CCMRS (SEE DETM
~. - 81.70
.. Fl. - 51.70
S. Fl. - 51.70
E. Fl. - 5&.10
N. Fl. - 52.5 (1r S'U-OUT 10 PROP. LJIIE)
IEIR Fl. - 51.5
. Lf' ... r S'1tJRM PIlE . 0...
12'" )( 12"' NfE.A DRAIN WI aAaC.
CAST IRON. lRNFlC 8EAMIG. LOaCING ORAlE
(ACe OR APPRIMJ) EQUAl)
lOP ELEV. - 11.8&
8>
ClEAN OUT
lOP ElEV. - 81.80
No Fl. - 51.10
12'" )( 12"' I#E.A DRAIN w/ BLAQ(.
CAST IRON. 1RAfFIC IIEARING, LOCICIG ORAlE
(ACO OR APPRO\tJ) EQUAl)
TOP ELEV. - 8US5
a
8
<@
'WIERED DID SEC1IQN PER FDOT INDEX NO. 272
w/ FlOW DlSSPA'RJR (SEE DETAIL. SHT. C-7)
Fl. 51.5
183 Lf' - r S10RM PFE .'.eMS
35 LF - 24- Rat . G.2M
to Lf' - 12'" S10RM PIPE . ~
8 135 LF ... 1r RCP . 0.1~
8 rtPE"'" IIWIHOlE PER FDOT INDEX NO. 200 .. 201
w/ '"IRAmC IIEMIIG ... .. CCMR
lOP ELEV. - 11.3
.. Fl. - 57.1'
E. FL - 57.11
12'" )( 12'" MEA DRAIN wI BLAa<.
CAST IRON. 1RAFFIC 8EARIIG, LOaCING CRAlE
(ACO OR APPRCMJ) EQUAL)
TOP ELEV. - 11.8
8 10 LF ... 1r ~ . 0.1~
&. 8 10r )( 12'" ~ wI aAa<.
CAST IRON. BEARING. LOaCING CRAlE
(ACe OR APPRCMD EQUAl)
lOP ELEV. - 11.8
s
8
&@
<S
<S
<@>
nPE .,- CURB N.ET
PER FDOT INDEX NO. 232 .. 201
TOP ELEV. - 10.10
E. Fl. - 57.2S
S. Fl. - S7.2S
nIlE -f:' INLET PER FDOT INDEX NO. 232 .. 2DI
W/ S1EEL RE1ICUUNE 1IW'FIC IEAMI8 GRAlE
lOP ELEV. - 11.2
E. Fl. - 57.tO '
nPE .,... MANHOLE PER FOOT INDEX NO. 200 .. 201
TOP ElD. - 11.80
N. Fl. - 51.70
8
10 Lf' ... 12'" S10RM PH . o.ms
8
8
nPE .,... MANHOLE PER FOOT INDEX NO. 200 .. 2101
nJP EI.EV. - 81.30
E. Fl. - -.so
N. Fl. - ee.1O
.. FL - ee.tO
100 LF N r S10RM PH . 1.00s
12'" )( 12'" MEA DRAIN WI 8I.AQ(,
CAST IRON. 1RAFFIC IEARIIG, LOCKING (ItA lE
(AOO OR APPRCM1) EQUAL)
TOP ELEV. - 11.8
n'PE .,... MANHOLE PER FOOT INDEX NO. 200 .. 201
nJP ELEV. - 11.80
.. Fl - 58.10
S. Fl - 51.10
N. Fl. - 51.10
130 Lf ... 15'" STCRI PH .o.8D
<9
@
8
<8
85 Lf' ... r S10MI PH . 1.GOS
CUM OUT
nJP EI.EV. - 81.aD
S. Fl. - $1.15
35 Lf' - 12'", S10Mt f9E . OMX
IiI1EMD DID src1ICN PElt FOOT INDEX NO. 272
w/ flOW ~1OR (lIE DETAIL. SHT. 0-7)
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OPEN-CUT EXIS1ING PA\9EN AM)
CUI8tG 1HE ...... ~ REQURD
FOR CCNSTRUC1ION OF . .,_ _ ~
SAIITARY SEIER. R61(R.~
aJIBIG AM) PA\9ENT SEen"
EQUAL 10 OR 1It.111:J( 1HAN
CONDI1ION.
32
lBLlB<C1'llUC I ']['JBJLlB]P>lHIONlB SlBRVlIClB
LlBGlBND
CONTRACTOR SHALL COORDINATE CONNECTION OF
ELECTRIC &: TELEPHONE UTILITY SERVICE TO PROPOSED
BUILDINGS WITH THE APPROPRIATE UTILITY COMPANY. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY REQUIRED UTILITY
IMPROVEUENTS WITH THE UTILITY COMPANY AND PROVIDE AS NEEDED
UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS.
-$-
= PROPOSED SANITARY SEWER UNE
- PROPOSED WATER UNE
= PROPOSED FlRE WATER UNE
-= PROPOSED ELEClRlCAL lRANSFORMER
- PROPOSED UNDERGROUND ELEClRIC
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-FW-
~
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1.
CONTRACTOR IS RESPONSlBU: FOR REPAIRS OF DAMAGE TO ANY
EXlS11NG UTlUTY DURING CONSTRUCTlON AT NO COST TO THE OWNER.
THE MINIMUM HORIZONTAL SEPARATlON BETWEEN'THE CLOSEST TWO
POINTS OF THE WATER AND SEWER UNE IS TEN (10) FEET, OR
MINlMUW ~TlCAL SEPARATION BETWEEN THE CLOSEST TWO POINTS
OF nfE WATER AND SEWER UNE IS (18) INCHES. UNLESS SEWER
IS DJ.P. OR OTHERWISE TREATED PER SPEClFlCA TlON NOTED ON C-1
2.
3.
THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS
SHALL MATCH FINISHED GRADE. THE TOP ELEVATION Of' MANHOLES
· CONSTRUCTED IN GRASSED AREAS SHALL BE 4- ABOVE FINISHED
GRADE (UNLESS NOTED OTHERWISE).
t)
SEE SPECIFICATIONS FOR BACKFlWNG AND COMPACTION REQUIREMENTS
ON UTIUTY TRENCHES. SEE COVER SHEET FOR A UST OF UTIUTY
COUP ANIES.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS
FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY
SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WA TERSERVlCE,
ELECTRICAL. TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL
COORDtNAlE INSTALLATION OF UTlUTlES, IN SUCH A MANNER AS TO AVOID
CONFUCT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS
COORDINATING WITH UTILITY COMPANIES FOR REQUIREMENTS AS TO LOCATION
AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONSTRUCTION AND
CONNECTING TO EXISTING UTILITIES.
CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO
SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT TO
ENSURE CONNECTlON IS WATER TIGHT.
CONTRACTOR SHALL. ON ALL UTILITIES, COORDINATE INSPECTION WITH
APPROPRIA TE AUTHORITIES PRIOR TO COVERING TRENCHES DURING
INSTALJ.ATlON.
CONSTRUCllON SHALL COMPLY WITH ALL GOVERNING CODES AND
REQUIREMENTS.
THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE
SATISFACTION OF THE RESPECTI~ UTlUTY COMPANIES AND THE
oWNEJrs INSPECTING AUTHORITIES.
10. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LA TEST
ST ANOARDS Of' OSHA DlRECTlVES OR ANY OTHER AGENCY HAVING
JURlSDlCTlON FOR EXCA VA TION AND TRENCHING PROCEDURES. THE
CONtRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND
OTHER MEANS OF PROlECTlON. THIS TO INCWDE BUT NOT BE UMITED,
FOR ACCESS AND EGRESS FROM AlL EXCA VA TlON AND TRENCHING.
CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE ~ CRI TPRI A
FOR OSHA.
4.
5.
~~
~
6.
'\
7.
8.
9.
11. ALl FlLL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE
INSTALlATION OF' PROPOSED UTILITIES.
12. THE CONTRACTOR SHALL NOTIFY THE UTlUTY AUTHORITY INSPECTORS 72
HOURS BEFORE CONNECTING TO ANY EXISTING UNE.
13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE
STRENq1H OF 3000 P.S.I. AT 28 DAYS.
14. DRAWINGS DO NOT SHOW ALL EXISTlNG UTlUTlES. EXISTING
UTlUl1ES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /
OR ELEVA TlON OF' EXISTING UTlUTIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
pOSSIBlE, MEASUREMENTS TAKEN IN THE FIELD. lHE INFORMA TlON IS
NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
SHALl FIELD VERIFY EXISTING UTlUTlES PRIOR TO CONSTRUCTION AND NOTlFY
ENGINEER IF A DESCREPANCY WITH THE CONSTRUCTION PLANS EXISTS. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTlUTY COMPANY AT LEAST
, 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTIUTlES. IT SHALL BE THE RESPONSlBlUTY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTlUTlES WHICH CONFLICT WITH THE PROPOSED
IMPRO'JEMENTS SHOWN ON THE PLANS.
16 . CONlRACTOR SHALL CONNECT TO EXISTING WATER MAINS ONLY AFTER DISINFECTION
TES,..G AND APPROVAl OF PROPOSED WATER UTlUTY IMPROVEMENTS BY THE CITY OF
WINTER SPRINGS AND ClEARANCE IS ISSUED BY FDEP. ALL NECESSARY INSPECTIONS
AND/OR CERTlFlCA TlONS REQUIRED BY COOES AND/OR UTlUTY SER~CE COMPANIES
SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND ANAL
CONNECTION OF SERVICES.
17. SANITARY SEWER PIPE AND MANHOLE SHAlL BE AS FOLLOWS: - 6- c!c
8- SEWER PIPE SHALL BE $OR - 35 PER AS,... 03034 SUP JOINT
(GASKE1ED) PVC.
18. CONlRACTOR IS RESPONSIBlE FOR PROVIDING TRENCH, BEDDING.
BACKFlWNG AND COMPACTION FOR CONTRACTORS SHALL PROVIDE
ALL APPURTENANCES, SUCH AS CHECK VALVE, BACKFLOW PREVENTERS, ETC.,
AS REQUIRED BY GOVERNING AUTHORITIES.
39
6' wood fence
.
19. SEE SHEET C-1 FOR WA TERUNE SPECIFICATIONS.
20. ALL WA lERUNES AND SANITARY SEWER UNES SHALL HAVE A MINIMUW OF 3' OF COVER.
21. DElECTABLE UNE MARKING TAPE SHALL BE USED. ON ALL UNES. WATER
UNES SHALL HAVE TAPE MARKED .WARNING WATER UNE-. SEWER UNES
SHAll. HAVE TAPE MARKED .WARNlNG SEWER UNE-. All. TAPE TO BE
PlACED A MINIMUM Of' 18- ABOVE UNES.
3'
.095
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1'-d oLd 1/4"
Fo~n
~elephOne
/ ~~
38
-J
22. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION
SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96,
LAWS OF FLORIDA). ANY MATERIAL. CONSTRUCTION METHODS. OR MATERIAL
COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE
CONlRACT.
. ~O~23.~ WATER MAINS SHALL BE 6- P.V.C. OR DJ.P. DEPENDING ON
't. · v .t'~ARAnON FROM NON-POTABLE UNES. .
24. CONlRACTOR SHALL PROVIDE FlTTlNGS AS NECESSARY TO FUlfiLL UTlUTY
DESIGN INTENT AND CONNECTIONS TO BUILDING SERVICE LOCATIONS.
~ 25. FIRE HYDRANTS SHALL BE INSTALLED PER CTY OF WINTER
on pole SPRINGS UTILITY DEPARTMENT SPEClFlCA TlONS.
JP>ROIPOSlBlD SANlIT ARY
SlBWlBR SCIHIlBlDUlLlB
o
@ 85 LF. rv 6- SANITARY SEWER P.V.C. 0 1.00X
o SANITARY SEWER SERVICE CONNECTION POINT
CLEAN OUT INV. 57.75
o 185 LF. rv 8- SANITARY SEWER P.V.C. 0 0.4X
@ SANITARY SEWER MANHOLE
RIM ELEV. 51.80
N. INV. 57.00
W. INV. 56.95
@ 230 LF. rv 8. SANITARY SEWER P.V.C. o 0.41 X
@ SANITARY SEWER MANHOLE
RtW ELEV. 61.80
S. INV. 57.95
E. fNV. 58.00
55 LF. rv 4- SANITARY SEWER P.V.C. 0 1.OX
CORE BORE AND CONNECT TO EXIST.
MANHOLE WITH A RESlLENT SEAT
CONNECTOR (KOR-N-SEAL OR APPROVED
EQUAL) AT N. INV 55.4
@ 110 LF. rv 8- SANITARY SEWER P.V.C. 0 0.4X
,
@ SANITARY SEWER MANHOLE
RIM ELEV. 61.50' (FIELD VERFlY)
N. INV. 55.95
S. INV. 55.88
@
@
39 LF. rv 8- SANITARY SEWER DJ.P. 0 0.4X
SANITARY SEWER MANHOLE
RIM ELEV. 61.50
N. INV. 56.20
S. INV. 56.10
E. INV. 56.20
93 LF. rv 6- SANITARY SEWER P.V.C. 0 0.78X
@
@
@
SANITARY SEWER CLEAN. OUT
INV. 56.9
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PLANS FOR LOCA 110N
r4- WHITE PAINTED STRIPING
-
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rITE PAINTED HANDICAPPED
PAVEMENT SYMBOL (TYP)
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HANDICAP PAVEMENT SVU80L
HANDICAP PARKING MARKINGS
N. T. S.
~ROP. 15 TO 20 LB. STONES
SURROUNDING DISSIP A TOR ON
3 SIDES
{'6- NOTCH 6- (TYP.)
\ 1112-14 BARS
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W.W.F. 6x6-W1.4xW1.
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EVENLY SPACED (TYP. OF 2)
~ WOIX\YAVJ
NOTES:
COMPACT SUB-GRADE TO 98" MAX. DENSITY PER AASHTO T-180.
CONCRETE TO BE 3,000 P.S.1. PRECAST OR IN PLACE.
SHOP DRAWINGS REQUIRED.
FLOW D][SSJm1> ATOR DETAlDL
N.T.S.
AI
r ... - CONCRETE
/ SLAB
I
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· L 4- P.C. CONCRETE
2- SAND
SECTION A-A
MINIMUM 2500 P.S.I.
CONCRETE REQUIRED
NOTES:
1. 3/4-x4- PREMOLDED EXPANSION MATERIALS AROUND P.P.. OR OTHER STRUCTURES IN WALK.
201 EXPANSION JOINTS MAXIMUM DISTANCE == 100', USED 3/4 -x4 - PREMOLDED EXPANSION MATERIAL
3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2- DEEP AND FlLL WITH HOT POURED SEALER.
4. SAW CUT JOINTS WITHIN 24 HOURS.
CONCRETE SIDEWALK. DETAllJL
N. T.S.
CL
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OR 2-1/2- WIN. DlA. I
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LBS/FT. MIN.)
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ELEVATION
SECTION
TYPE.m SILT FENCB
~T INDEX NO. 102
N. T.S.
p
&
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"ill LiT l"i""'ijill f.~' I ~ ~TTOM REINF'...-rW
- GROUND SURFACE - - I . -
II - II ;" WIRE - II
U U CONCRETE U
-- i- ---r PIER -
L3.
CORNER
POST
#2 BARE CONDUCTOR
A TTACHED TO CORNER
POST
.-
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-
-
10' -0- MAX.
GROUND ROO 3/8- X 10-
COPPER CLAD (TYP.) ALL
CORNERS OR CHANGE IN
FENCE DIRECllON
10' -0- MAX.
TOP RAIL
I-lIlT
NOTE: BRACE CORNER POSTS IN BOTH
DIRECllONS ALONG FENCE UNE.
CHAIN UNK FENCE
F ABRle
UNE POST
TYPICAL CHAIN LINKlFBNCE DETAllJL
N. T.S.
48"
00
.q-
to
n
36"
36"
I
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<0
<0
n
~(TYP.)
JPA VENIENT MAR.iONGS
N.T.S.
I ~
If.
, . 4S .
...
COMPACTED BENEATH PROPOSED
SIDEWALK AREA TO 98" MAX.
DENSITY PER AASHTO T-180.
4'
."V,
..
..
" /
~ ~ t
SAW-CUT EXIST. ASPHALT
PVMT. AND REt.40VE PVMT.
IN PROPOSED ~DEWALK AREA
.~
,., .
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A .
.. 0
.,'.~ t
.-
EXIST. ASPHALT
PAVEMENT
,
"<( k' " " '"
6-
INTEGRAL CURB & SIDEWALK
N. T. s.
~
10'-0-
OPTIONAL USER ENTRY
(SEE SITE PLAN FOR 4. -0"
ORENTAnON)~
~/~
~
r"
PROVIDE 1- DIA. - 6- LONG GAL f!.
PIPE EMBEDED IN CONCRETE I
FOR CANf;BOL T.
18 GA. PAINTED METAL
GA TE (BOX RIB OR
EXPANDED METAL)
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PLAN VIEW
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5-X 5-X 1/4- STEEL
TUBE EMBEDED 12-
INTO FOOTING.
WALL FTG. BEYOND
(SEE SECTION -A-)
6- THK. P.C.C. PAD W/ 6X6-10/10
W.W.M. ON 6- AGG. BASE" 12- WIDE
FTG. AROUND PERI MER OF SLAB
ELEVA TlON
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NOTE:
STORM SEWER
MAIN
EXERCISE CARE WHEN DRILLING INTO MAIN, SO
THAT PIPE IS NOT CRACKED OR FRACTURED.
INSERTA TEE DETAllJL
N. T.S.
@
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1-1/2- TYPE S-III ASPHAL llC CONCRETE
WITH A MINIMUM -MARSHALL FIELD STABILITY
TESI OF 1,500 LBS.
8" UMEROCK BASE COURSE COMPACTED TO MAX.
DRY DENSITY OF 98" PER AASHTO T-180 W/A
MIN. LBR OF 100"
12- STABILIZED SUB-BASE (MIN LBR 40"). COMPACTED
TO MAX DRY DENSITY OF 98" PER AASHTO T-180.
~@
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~v-- 6.x6. DOWNSPOUT
~
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SQUARE TO ROUND F1TTlNG
GAUGE 124 STAINLESS
STEEL OR APPROVED EQUAL
I
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~
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SITE CONTRACTOR
~
~
-
PROPOSED PVC LATERAL TO
STORt.4 SEWER MAIN
DOWNSPOUT DRAIN CONNECTION
N. T.S.
NOTE: FITTINGS SHALL BE PAINTED TO
MATCH THE DOWNSPOUT
ASPHALT lPA VB:MlBNT SECTION
N.T.S.
1/2- DIA.X 8- BARREL BOLT LOCK (ONE GATE)
1- X 18 GA. METAL DECK
J-X 4-X 1/4- METAL ANGLE~
FRAME 4 SIDES EA. GATE
2 PAIR McKINNEY T4B3781~ '"
HINGES EA. GA lE. ~
f
/
/ /
- -
METAL SCREED
STUCCO ON METAL
LATH~
S.X S.X 16. ~~~~
C.....U. WAll. ~ ~
3/8- DIA. BAR 8-X 2-~ ~i~
WELDED TO STEE~ %~
TUBE 16- C.C. J 'i' /X7"7~
V
/ '\
1/2. DIA. X 12\
CANE BOLT
ONE GATE
5-X 5-X 1/4- STEEL lUBE
W/ 5-X 5-X 1/4- CAP PLATE
EMBEDED 12- INTO FOOllNG
1 1/2-X 1 1/2-X 3/16- METAL
ANGLE DIAGONAL BRACE
JAMB DETAIL
NOTE:
STUCCO MAY BE OMITTED
IF C.M.U. IS SPLIT
FACE BLOCK, SLUMP
STONE BLOCK. OR
FLUTED BLOCK.
SOUD GROUT ALL
CELLS.
.. .
I..~ ..
.
" ;< ,. :.::., ,..';,;. '.,:.< .::. .,.: '.,. ~8. ALUMINUM SKIM...ER _ ...:: ~ ",
- (t. RCP ,; 44~{~,';,.::r 24.~CP() - B~TT~iFEJe:058.0 ~~ ~ .'ELE~I;8.S;"
t . ,., I <,,_~:.. f') ,
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CO", .. .' .. _ WALL ';'.,
, . - ././ V ./ ^-. ./ .; ~. 24 RCP
.... ././ ././ ~ ~:, r6- WEIR WALL BOTTOM ELEV. 56.60~,... FL. "
- ... ~ ~ - S H /S. ALU...INU... SKI......ER r\ .70 ·
..~' ~r~;:'~ :':. ~E BOLlED TO INLET } ~~~. ;
'.;:..,:;..j>-. ..,: ':..'.:.,u!~~.:..-:: ....-
..: . ... ".:.' ,.' ".. : .~;' :.... :. ~ '......."'.f, .\. .' "
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~ ~ , '.. ,.'. . ': ~. ': .'~.... .... ..-
.
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~t,4ANHOLE RING & COVER
(lRAFFIC BEARING)
. F"I F"V 61 70
t. ..', 4 .' J 24- [.,,:
'-.;. .;j ...;., '.. :
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PLAN VI~
.
CS8
IS BARS 32- O.C.
. .
. .
18 GA. CLEANED, PRIMED
f:PAINT INSIDE TO MATCHHf;& PAINTED METAL GATE.
, BLDG.- EPOXY PAINT (BOX RIB)
12' -O-
J I /
J.f
#5 BARS--... l
VERTICAL ,,~
32- O.C. i
t
ft -, ,~
84
PROJECT STUCCO
& STRIKE
8-X 8-X 16- C.M.U
WALL W/DUR-O-WALL
EVERY SECOND COURSE.
STUCCO & PAINT TO
MATCH BUILDING.
6- THK. P.C.C. SLAB
W/ 6-X 6--10/10
PAVEMENT SURFACE I W. W.M. ON 6- AGG.
. AS SPECIFIED ~ : .~: ~ :-?": ~ ::~ ~ BASE. -
'\ "..# A. . t>.
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: : 'I~.: .::':. .;.' W~U,V
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15 BARS CONT. TOP ~ . ~r:.~. ~.'. :i> ~
& BOTTOM '" . 4. ..A ... . . i>-
/ 1'-4- i'-
" .
/'
SECTION " A"
DUMPSTER ENCLOSURE DETAR,
N.T.S.
82
8C
58
5<5
SE:CllON A-A
CONTROL STRUCTURE (S-19}&
N.1.5.
NOTES;
PRECAST COMPANY TO DESIGN THE STRUCTURE & DETERMINE THE
REQUIRED STEEL REINFORCEMENTS IN THE SlRUCTURE WALLS AND TOP.
SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL
If.
PROP. 6' HIGH PRESSURE TREATED WOOD j .
STOCKADE ,FENCE
PROP. SILT FENCE ~
PROP. 6' HIGH I .
CHAIN LINK FEN7IX EXIST. DIRT PILE "-
(SEE ARCH. PLANS) ~.
\
APPROX. EXIST. GRADE \ \
X \
\ 0 t
\
'" rl PROP. 10- STABIUZED (LBR
-620-" :\ 40) TOP OF POND (TYP. OF
. -...; BOTH SIDES)
Ir;~
lit
3 ,*,. V PROP. GRADE
1 Jl I
PROP. BLDG \
(SEE ARCH.
PLANS)
X
· I /61:8
1= r.~~.15 ~,.'"'
~',~-'I
l... ~
~
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u 25 YR/24 HR MAX STAGE 59.41- 4
u MEAN ANNUAL MAX STAGE 58.97 \11
-
WIER ELEV. 58.5
TOP OF POND ELEV. 61.0
PROP. SIDEWALK
(SEE ARCH. PLANS)
ALL SIDE SLOPES TO BE SODDED
(TYP. )
1-
ml
1-
~TlONAL POST
POSITIONS
20.:t:. . PRINCIPLE POST
POSlllON (CANlED
~ I 20. TOWARD FLOW)
; I
/
~ RLlER FABRIC
/I~~
POND BOTTOM ELEV. 57.0
SECTION "A"-"A" &&
(H) 1--20' (V) 1-=2'
o HIGH SEASON WATER TABLE ELEV. 55.0
-
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::'H~~/~L.! ~('D{;:~:j:{}: 3{(/t::.. ";:'~~):'::2'::;::~~,'T:.f:.~:'1,::i':.i:r/ j.::}':/r~]
~ OR FRP
UNING
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RESTRANTS
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~ TOP Of . I':! ~,~.. UNK-S[AL
- BENCH \ .;.;~.~~.
~. ~~~~9<r
I!:::.::::s:: ",:.:.', BEND AND
:I;:;Z;;:.J:HU?)}.&i;C;id1tj8 SPOOl PC.
\SlOPE TROUGH
TO WATCH EXISTING
FLOW UNE
FORCE MAIN CONNECTION
UNK SEAL OR
A-LOt< CCNlECTOR
DROP UANHOLE CONNECTlQN
NOTES:
1. PENETRATIONS INTO EXISTING MANHOLES SHALL BE CORE BORED.
2. DROP MANHOlES SHAll BE REQUIRED WHENEVER ~ INFlUENT SEWER UNE ENTERS A MANHOLE
24 INCHES OR MORE N3fNE THE MAIN INVERT FLOW UNE.
STANDARD MANHOLE
CONNBCTION DETAILS
TO MEET Ullurrs
ST~DARDS
I
I
I
TO MEET PUBUC
SAfETY STANDARDS
r 0:& 7;;V1 ~
rr.. =~
~ ~ 1=='- ~ /'i~ ~ ~I
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/y/N/N,Z 'FY'~ '. ~H/H/H/H/H/H/H./'~' " /'FFY'~'FY'FY/A
2; -'
~ 8 .~~ PRO~~,,~ FOR ~~~
.an
Iml rl-
"Vu
RESTRAINED MECHANICAL JOINT
FlT11NGS AND PIPE
DOUBLE DBTBCTOR CIIBCIC
~SSBMBLY
NOlE: 1. ALL PIPE & FlT11NGS ABO~ GRADE SHALL BE FLANGE ENDS
2. BY-PASS UElER ASSEMBLY NOT REQUIRED ON tAONITERED
FlRE SPRINKLER PROTEC11ON SYSTDAS
INSTALL TRACER WIRES IN A
LENGTH ~- PYC PIPE
THRU CO (AlTACH
C/tP ON EXPOSED END)
FOR PROTECOON
TINNED WIRE CONNECTOR
AT EACH VAlVE BOX AND
AIR RELEASE OR VACUUM
/ RFJJEF MANHOlE
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AT 12 O'ClOCK
No. 12 ~ / ON PI'[
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PIPE DBTBCTOR WIRB MARKBR
TAPS INSTALLATION
,
0.0. + 24-
..:.;.~...~ .:.: ~.~.
cl-.
TROWEL-FlNISHED ~
CONCRElE BENCHING ':: ~
WllH 3/4- PER .- )\\SLOPE
FOOT SLOPE l-... .
i " / ~
(T II , "'4-V 1 I r "Tl
L_II. ..L I J t J
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:...-
--
CONCRE1E BASE
1::....
FLOW CHANNElS SHAU.
HA~ A WINIMUM SLOPE Of'
0.30 FEET PER 100 FEET. NO
STANDING WATER WILL BE
ALLOED.
FLOW CHANNEL DBTAa
SET CO~ FLUSH \
IN PAVED AREAS
AT ElEVA l10NS
SHOWN IN
UNPAVED AREAS.
~,
/ / 2'-0"
25-3/4-
r-11/16-
-t I 1-1/4-
· tgaaaa~a
IfD~DD :-D DDD
SANITARY
( Da~~~aa )
aaaaaaaaa
~~.'V'
~'"
COVER TO HAVE
~-PENE1RA llNG
'II PICK HOLES
r2
T~
(I)
""
~
5- min.
4'-0-
24-
l
I J
'\
SEAL COA llNG-
PER COUNTY
STANDARDS
JOINT- ~'\
(T'tP.)
8- in ti (I)
m. ~ _""
-.... ~
CONCRETE -- ..' ~ 0 >
FlU - -----Ioo.'.~;..., CD
BENCHING r:-. ~. ':
, 1 : .... .,..
~- ~.'-. '~,.. -~
~ ~"
COMPACTED~ ~
OR CRUSHED STONE
CAST-IN-PLACE PRECAST CONe. BASE
CONCRElE BASE INlEGRAL Yt11H BOTTOW
ill
I I
36-
I
ci
~f3
~
27"
SANITARY UANWnI J:
AL rrRNA TE: PRE:-CAST TOPS:
1. ECCENTRIC CONE
2. FLAT SLAB TOP (6- MIN. lHICKNESS)
FRAME AND COVER TO BE TRAFFlC
BEARING U.S. FOUNDRY 1227 OR EQUAL..
STANDARD COVER AND ~ OFfAL
tmlESi..
1. FRAME WEIGHT TO BE 220 l8S.
2. COVER WEIGHT TO BE 190 l8S.
3. COVER TO BE MARKED:
SANITARY
~
4. WEIGHTS TO BE STAMPED ON
FRAME & COVER.
5. FRAME ae COVER TO HAVE
MACHINED SURF' ACES.
SANITARY.MANBOLB
2- WE1ER
r DOUBlE CHECK BACK FLOW
~11ON ASSEWBL Y
/SCH. 40 GALVANIZED
. PIPE" FlT11NGS.
PROVIDE TEWPORARY
L"it SUPPORTS AS REQUIRED.
% L~ ';1;. '
.r-r~T1 I T ~
'X":h ~ ----- 3/4- HOSEBIB
W/ VACUUM BREAKER
~ 1r 10 ;)0- ~ 'J:' SDR9 Pa. y
ABOVE. ~ OR SCH. 80 P.V.c.
GRADE r. ~
\; ,.,,, ",?,,,~,, ~,"~ I ./,'~~ 2- BALL rt'PE
CURB STOP
WllH LOCK Yt1NG
I{ 2- CORP. STOP
. (T'tP.)
~~ I~ WATER
If ~ J
~
~
COUP ACTED ~~\
SELECT
UA TERIAL
i~
~V3034 ~
rFlNISH GRADE
, I~I)' 1:;::;::;:111:-:-:-1 U'TiIIITi'i:III~1 11==1 I
~. ClASS I 1 ~WATER WAIN
. : .. : ~;"';: : ~.: jFORCE WMl
.. . . . . )
. 11>..
. .. .. -I--.. . 0
. .' I..' ... I
~l== 6- 45. BEND
s-xe- WYE
6 PLUG
-
II " ~
\.- 8" PVC UNOERDRAIN
---
I ,
~DlP FlTI1:0.
SANITARY ,. ......-.
SEWER MAtN I I · ........
~Lj 1
~
6" aEAN-OUT ~
'"'''~:, :.:.J
'''C/~/~ . .-. .,
r12-X12-X4-lHK.
CONC. COllAR
W/ f4 BAR
: . -._ e. : : 'L'<'
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1
. ::.0. 1
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- ----
51 UIN.
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10'
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/PAVEWENT J I c.o.
1 CUR-/ r~
J
-7
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C.O.
-
CONCRlBTB BNCASBMlBNT
DBTAl[L
TYPICAL CLBAN-oUT
I .......,~ Vto
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to "....
~::::r---
, 1
......
./"
3034 ~
N. T.S.
(WA TER MAIN CROSSING SEWER UNE WITH LESS
THAN 18- VER11CAL CLEARANCE)
SANrrARY
SEWER MAtN
.~
~ SURFACE REPLACEUENT TO BE CONSISTENT
WI EXlS11NG ...ATERIAL AND OF EQUAL
ll-IICKNESS, BUT IN NO CASE LESS THAN
2- TOTAL ASPHALT THICKNESS
I TRENCH WIDTH (W) + 4' I
I \ SURFACE REPLACE"'ENT I EXIST. ASPHAL 11C
CONC. SURFACE
f. .1, 1/~'/./0E-':" '(' ',./, ./')%~././l..,., ,'.
I ./. 2T 12 MIN. ./ /~
Z ~ ~ ~1~I~r
~ 1.5' (W) 1.51 REPLACEMENT BASE
. I TRENCH I...A TERIAL TO BE .
", WIDTH UUEROCK OR PUG
...IX
y n ~ TRENCH WALL
SURFACE ~ L- ~
TO BE ~ ~v ~ ',.V):)~ U11UTY PIPE
MECHANICALLY ~ W"" "'/
SAW CUT 12- VARIES 12-
~ROTATE BEND :sa
WAX. SLOPE TO
TERWINAL DEPTH 1.00x
PROFILE
BEDDING AND TRENCHING NOTES
1. Be = PIPE 0.0.
Bd = TRENCH WIDTH AT TOP OF PIPE
MAX. Bd = Be + 24-
MIN. Be = "'AX. DIM. OF BELL + 8- (UNSHEETED TRENCH)
MAX. DIM. OF BELL + 12- (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHAlL BE
AS REQUIRED TO REACH SUITABLE FOUNDA 11 ON FOR NON-
CUSHIONING MATERIAL, DEPTH SHALL BE 6- BELOW BOTTOM
OF U11UTY.
3. SHEE11NG SHALL BE DRIVEN BELOW THE UTILITY INVERT IF
REQUIRED FOR LA lERAL SUPPORT OR UNSUITABLE "'A TERlAl
REMOVAL WHERE DRIVEN BELOW PIPE INVERTI SHEE11NG SHALL
BE CUT OFF A UININIUUU OF 12- ABOVE TOP OF PIPE. OR
HIGHER AS AUTHORIZED BY ENGINEER, AND LEFT IN PLACE.
IN NO CASE SHALL SHEE11NG LEFT IN PLACE EXlEND HIGHER
THAN 30- BELOW SURFACE GRADE UNLESS SPEClFICAU. Y
APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED.
4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER
DEPTH OF COVER IS LESS THAN 36-.
5. BACKFlLL TO BE COMPACTED TO 98" DENSITY OF AASHTO
T -180 MODIFIED PROCTOR IN AREAS TO BE P A ~D AND 95"
IN OlHERS.
NOTES:
1. BACKFILL SHAll BE PLACED IN 6- LAYERS FROM BENEATH THE
HAUNCHES OF THE PIPE TO 'HiE BASE AND COUP ACTED TO 98X
DENSITY PER AASHTO T -180 MOOIFlED PROCTOR.
2. BASE UAlERlAlS TO BE PLACED IN TO OR THREE LAYERS ROLLED
AND TAMPED TO ABOVE SPECIFIED DENSITY.
NOTES:
1. LATERAl.. INSTALlATION SHALL BEGIN AT ReES SEWER CONNECTION POINT
AND SHAlL BE CONSTRUCTED TO WITHIN 5 FEET OF THE BUILDtNG AT A
SLOPE SUFflCIENT TO YIELD A F'LOW VELOCITY OF 1WO FEET' PER SECOND.
2. A BUIlDING SIDE CLEAN OUT SHAlL BE INSTAUEO WITHIN FIVE (5) FEET
OF BU~.
3. BENDS WILL NOT BE PERMfTTED BETWEEN THE ReiD SEWER AND THE CURB
SIDE CLEAN OUT.
4. THE PIPE SECTION BElWEEN THE CURB SIDE ClEAN OUT AND THE BUILDING
CLEAN OUT SHAll. BE INSTAUEO WITH OUT BENDS.
5. THE CURB, SlOE CLEAN OUT SHALL BE FORMED USING A WYE AND A 45.
ELBOW. THE CLEAN OUT BElWEEN THE 4S' ELBOW AND THE SURFACE SHALl
BE STRAIGKT WITH NO, BENDS OR ANGLES. TEE CONNECTIONS WIll NOT BE
PERMITTED.
STANDARD LATBRAL
SlBWBR CONNBCTIONS
STANDARD ROADWAY
OPEN CUT DETAIL
Bd
(SEE NOTE 1) r-
Be Bef4
---== (6 MIN.)
C".. COMPACTED
BACKFlLL
Bd
(SEE NOlE 1)
r--
I COMPACTED
z BACKFIll
~
~ SURFACE REPLACEUENT TO BE CONSISTENT
WI EXlS11NG ....A lERIAL AND OF EQUAL
THICKNESS
I 'TRENCH WlDni (W) + 41 I
I SURFACE REPLACEMENT 1,/ EXIST. CONCRElE
SURFACE
. .
I. .1, I....., ",~. · :t..,,:, '.' :". -:.' ..' '" It ..^ '.........1
z I ~'.///,12- "IN.'.////~
~ 1.5' I (W) 1.5' I --- REPlACEUENT BASE
. r TRENCH . UA lERlAL TO BE
", y.,DlH SAME AS EXIST. BASE
~
(f)
::1-,~
OC(OC(m
~o_
::J:~~
OLaJO
Z>Q.
w(f)(f)
J!:oc(oc(
Be
r.
\
-~~,. /.~T ....--Be/4
· Z ""./ ~~
NI: %/ ,. _~ (4 "'IN.)
-I.-E ./ . / ./ ~./ L. .. . ·
././~ ~/ ~ .. .
~~ 7 "~.'. CONCRETE
Be/2 - · '.. \:. ~ ~::::l:::::::::::::::~ 1<r UNDISTURBED
, '"'- ~~~.. ,'. ~
Bc/4 - _ · · ~- Faf.:,::'~(:'L> ~ SOIL
(4 UIN.)- ~"'^"
~COUPACTED GRANULAR
B( ef4 BEDDING tAATERIAL
6 UIN.) PIPE BEll
CONCRETE CRADLE GRANULAR BEDDING
z 'it)
~
~ z_. ~././~' t%'r%'./ ~./~ ~ ~
.... ./X.//../ ./ ~~ "X,.;(. ....
- 2 "//~~v~ 0/
r ~~r~~~
" ~.~ ~'" ..J::.:::::t::::::::::::~ ~ ~ Bc/2
~~~ISTURSED ..I) ,y~~ ~':7::',:~,,:,:::,;~:,:, ~ ~ SEE NOTE 2
0.6 BeT "\::~ACTED GRANULAR
TOTAL BEDDING MATERIAL
NORUAL TRENCH GRANULAR BEDDING
',y:>
.. :'(/'
12- VARIES 12-
/')."~,, t
DOUBl.E STRAP SAOOlE
EXlSllNG WATER UNE 7 ... ,
-~ ~ ==
~ ..rt] ~
. I
llE-IN VAl~ MUST BE a..OSED AND
REMAIN LOCKED. COUNTY TO PROVIDE
LOCKING WEOfANISM. VAlVE Yt1Ll BE
OPERATED BY COUNTY PERSONNEl ONLY.
-'
oc(::J:
~O~!)
0::: -'
~ ~
~
~ j
t'- TRENCH WALL
~
~ UTlUTY PIPE
PIPE BELL
SURFACE \
TO BE ~
UECHANICALL Y
SAW CUT
BACICFnL METHOD A
FOR ASPHALT
BACICFnL lMDBTIIOD B
FOR BARTH
NOTES:
1. BACKFIll SHALL BE IN ACCORDANCE Wlni SEC110N 125-8
OF lHE FOOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSlRUC11ON, LA lEST EDITION
2. BASE UATERIALS TO BE PLACED IN TWO OR THREE LAYERS, ROLLED
AND T AUPED TO SPECIFIED DENSITY FOR BACKFILL.
TBMPORARY JUMPER
CONNBCTION DBTAmL
NOTE: LOCATION TO BE DETERUINED AT TIME OF
PRECONSTRUC11ON CONFERENCE WI U11UTY.
REDUCED PRESSURE DEVICE
SCHEDULE 40 GALVANIZED PIPE
AND ATllNGS. OR TYPE K COPPER
PIPE AND AT11NGS, OR SCHEDUlE
80 PYC PIPE AND AT11NGS
UNION,
1. X-
'DI rn
--
UNION
No.12 THHN COPPER
SINGlE CONDUCTOR
DETECTOR WIRE.
ATTACH TO PIPE WITH
N"tl.ON CABlE TIES PER
~ 1~ '; L~~.
TAPEl<ING~_ -12-
'~I
[- % j
I1n~
~ ~'-
-'
PROPERTY UNE
· ~~~~ 1
WRIl ." TO 8", \
CT~"~ ~ '<<~
aJRB STOP [J S ....
(LOCKING T'IPE) - rLr ~"u ' · I.J
SOR 9 POlY - ...~ II;;A
~ 30'" !
FlNlSHED "\ GRADE
GRADE \
,'<.{,'<.{0.. ,<<-, '<6." '({,,<<-,,,,-~ y, 'X..{,,<<,7'
Cb
CORP.
STOP OOUSLE STRAP SADDlE
~ r- WATER WAIN
~
NOlES:
1. A POSIll\f: DIELECTRIC CONNECTION SHAlL BE MADE BEn1EEN
ALl GAlVANIZED AND BRASS COMPONENlS.
2. WE1ER SHAlL BE INSTAUfD BE1YIEEN SlDEWAlJ( AM> CURB "ERE
APPUCABLE. OR AT ~TY UNE AND IN NO CASE SHALl IT BE
INSTALLED IN SIDEWALK OR OnD PA\€D MUS.
3. USE PRIMER SUllED TO BASE WA TERIAlS. FINISH YlI1H TV<<> COAlS
OF FOREST GREEN EX1ERIOR ENAMEL.
4. ON NEW lNSTAU.AllONS. 1HE BAa<FlOW PRE\f:NllON DE\1CE SHAll
BE 1ES1ED ACCORDING TO SDINOl..E COUNlY REQUlREMENlS BEFORE
1HE WETER INSTAI.LA 110N CAN BE APPRO\€D FOR USE.
3/4", 1", 1-1/2" & 2" WATER MBTBR &
BACKFLOW PRBV~'l"H.N
COMMERCIAL, INDUSTRIAL, AND MULTI-FAMILY SERVICES
BACICFnL lMDBTIIOD C
FOR CONCRlBTB
PUMPER NOZZLE
FACING STREET
NOTE: HYDRANT TO BE PAINTED
WI DUPONT 7744A OR EQUAL
OPERA llNG NUT
SET TOP OF VALVE BOX.~ [18- SQUARE CONC COLLAR
TO FlNISHED GRADE IN UNPAVED AREAS ONLY
f4 BARS AlL."
AROUND I
I I
EX1ENSION SlEW Yt11H 2- SQ. YtRENCHl ~nrr:~- ~ 'Tf .
~ NUT AND UPPER GUIDE REQ. ... - "'"':'
FOR WORE lHAN 4' DEPlH. S1Et.t SHALL I ~ ~ SCREW TYPE ADJUSTABlE
BE PNED IN PLACE. > :s VALVE BOX WI CAST
BOX SHAlL NOT REST ON VALVE OR ~~ j!:iI IRON COVER
PIPE " SHAlL BE CEN~EE }~} NUT ~ Q. C
~^V~ . ~
~~9 .' 4 ~ 8-VALVE (TYPE AS SPECIFIED)
, . - II _ == _
~'. + -f 1f II 1.1 II ~ t
WATER MAIN ~ ..,,'. ~ ....'~ I 'I(}',:,",. :.'. '~~
~~~ ,~~'<i ......,,..,,.,,..,,. 'H ,
''\::. STANDARD CONe. CONC. FOUNDA 11 ON BlOCK'
niRUST BLOCK MIN. nilCKNESS OF 3-
FOR FULL WIDTH OF VALVE
18- DIA. OR 18- SQUARE
CONCRETE COLLAR IN
UNPAVED AREAS ONLY
ROAD SURFACE }
.
. /;FlNlSHED GRADE
~ I SIDEWALK
\ -2.I=lI
I ~~ r:r (~~~:
~ ,,y n'" ~ COMPACTED BACKFILL
z _~ r
2 ,,/
I ~
M.J. lEE 7 ~ 6- ~- UNDISTURBED SOIL
~~ . - II _ ~ _\ _E=~ )
. . ~ -f :: ~ ~::: \ ","kilN. r ~- WAStE OPENING
~ L.' - II -, -- t
WA 1ER MAIN ~ ... .. . . .:. . ~
M.J. GATE "
VALVE J 8 CU. FT. Of' GRA\n.
OR CRUSHED STONE
5/8- GAlV. 11E RODS FOR DRAIN SUMP
EACH SIDE (WIN. 2
PER CONN. PIECE)
STANDARD CONC.
lHRUST BLOCK
FIRB HYDRANT SlrlTlNG
V ALVB & V ALVB BOX DETAR.
NOTES:
1. ARE HYDRANTS SHALL BE PER CITY Of' WlNlER SPRWGS SPEQFlCA l1ONS.
2. F1RE HYDRANT TO BE LOCATED 4' TO 8' FROM EDGE Of' PAVEWENT IN BETWEEN THE CURB AND SIDEWALK.
3. IN ORDER TO KEEP PLACEMENT Of' FlRE H~T BElVtEEN CURB AND SIDEWALK, CONlRACTOR MAY NEED
3DDITIONAL. FlTnNGS SUCH AS ElBOws. ETC. FROM 11iE MAIN TO 1HE HYDRANT.
4. VALVE BOX SHALL BE SCREW TYPE ADtJJSTABlE AND COVER SHALL BE MARKED: WATER.
5. FlRE HYDRANTS CANNOT BE LOCATED WITHIN THE RADIUS OF STREET CORNERS.
NOTES: 1. COVER TO BE MARKED .WATER", "SEWER" OR -NPW".
2. VALVES SHALL NOT BE LOCATED IN STREET CURBS.
R-~~ Ii
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I ::::::::::{::::::::f:::::::::\::::: · ~ ~i'~ , 1~ l~O .' ..'. .... ~ .-' ~ TRIP ..nAK ~1.6 ~~3 'I I~ len_hone box
(I "H'H>>Hi>>>>HH4{ . A A ~~?\' . 1-2.. \ ,loJ ,......... > I -
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~""v ~ .. ..... .::::::::::: :::::::::: ~ . . ~ em lWJ ~ -"11> h
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JPlLANT lLlIST
ear ANICAL. NAr-E
cot11ON NAME
QTY.
~ ~1'CCTED
2e OMCIJ
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ILEX x ATTENJATA -&A6T PAl..A11(A1
GI.ERCU6 VlIlf6lNIANA
~INGTONIA ~I6TA
VleufIINI1 ODORATIe6M.t1
EA6T PALA11<A ~y
eouTI-EfIiiN LIVE OM<.
l1IA6WlNGTON PALM
8UIiET VleufIINI1
&T. AlIGII6TINE SOD
3f) GAl...., 1tD-12' Uf. x 4-&' ~. 4' C.T.
IEP
CN
u.R
~vo
.
14
2**
~
13"'PALM
0*
11 'OAK
3tD GAL... 21 CAL. ""-12' WT. X 41-&' ~.
121 C.T.. MATa-ED, l-EAVY TRNC6
241 WT. MIN. X "1-241, " OJ;,.
9'OAK '1
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601.ID 600, CGlNT'fUCTOR TO ~ QTY.
o
7'CAMPHOR
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<GrlBNEJRAL NOTlBS
~
l lhsl ~~II~actoreha~1 ibis For all tnawlal6 and
E a6 cal~ For on ths Plant and In the ~
1f1c:a~~;1-1n the eve'lt or varia I~ betIUeen 5tte& thoU\ on
let aRo4 va Iant, the ~Iant thall control lhs
actor thall ~If'y all ~ltI. and report c1":I d1 I.
at the tlM or bidding. -
2. The work. thall be coordinated with other tradee to ""event
c.onf'lletI. Coordinate the t>lant.lnCllUlth the IrrlGatloh ~ tQ alU'S
avallablll~ and proper loCation l1f 1n'lgatlort It'8n6 c1nC:J pIcft6.
3. AII.,1ant. tnaterJa=1I craded florida No. I or better " outlined
~ Grac:ta me For tVaeru PIant6 Dlvl610n or Plant
Induttrs State or F I or AMrI~ &l'aftdard' For ~ &todc..
4. The L.andtcal'e Architect (Jr au.. wll have the rkit. at ~ 6t.aQe
or the ot)er'.ttl~s. to re~ ." and all work and ....lale uIIc:h II'
hl6~1n1On1 do not IIISSt with thI requlreMnt6 of Uwee
tpeclncatlOnt.
S. Sod ehall be certfned to be f'ree or the~ f'lre anl &od
~=~~=L~~'~M at6~~=
All tod thall be r==zed &t ~Ine ataml .... plan ror
Iltnltl. It thall be the Iblllu.~ the LanGftc:~ Con\ract.or to
meaMl'e and c:tetennrne exact 1tnCU1t r~Jred 'Thl6 atIOWtL ehllI
be verlned with the Oun!r or Landtc:ape Nc:hItect beFore lnltallatlon.
6. t1J1ch - All plant bec::I6 and tree....1ch rlng6 thall be top cU,eed with
21-31 pine bctrk RlId1 or a6 apeclned, (or approved equal).
'.In'~tlon . AIlIand6ca~ehlthalll be a~nledbu an autDlnatlc:
In' tton ~.teIn t:'rovld a"'ftDl)t, coverage and ehall'be eq,alpped
w requlr.-d ralrt 6entor leet.
"
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PROP. 6' 14161-1 ~8eUI'iE Tfii!EA TED
WOOD &TOCKADE FENCE (TYPJ
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REINF'tRXD RUIIER tIJSE
VHlTE FLAG AmvE ~aa..E
.10 GMJGE VIRE \lITH GM.. VANIZED
TURNBUCICI..E MJN, nEE "-ACES
MINIMUM ~ MULCH
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RDDT JW..L IF ~ ON MJ.. SIDES
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NIl
'TIe ~TlON NOT!S
~ AL.1ERATIa{ AM:> CQ&6TfaJCTI~ ACTMTE&, IT e.w..L eE
iron I.I(AItlTO FEMCM: VEGETATICN BY ~ OR TO PLACE 60IL
DEF06IT5, DEeRI6, 5Ol..VENT6, CQ&6TfaJCTIG'N MATERIAL, t1AQ.IN!Rr OR
on.ER EGlIIFt1:NT a: ANY t(N) I1I1'WIN 1lE HHtu1 SETeACX a: A mEE
TO Ie1AIN ~ &ITE IN..E!6'01leUSE ~ BY 1lE CITY.
2. ALL 1'RI1'Hi t.N)ERI' AICEN CN A mE PROTECTED BY 1lE ~
a: Tf.E LAND ~ CODE e.w..L ee N ~Ata lIITH 1lE
NATIa.L6.l ~T Ae6OCIA~ lNAA) ~trS &T.6HD~.
3. ALL ne: ROOTS EXlSTtrS urrwtI ~ ~ I#EMJ AN:)
ORIGK4ntS ~ A PROTECTED TREE, e.w..L eE ~ ClEAN AT n.E
Lt1IT& a: 1lE FW:eERvED NiIEA INDICATED CN 1lE PLAN.
4. nE IRRIGATIG'N &Y&TEM e.w..L ee DE&IGtED TO HN11ZE ROOT
DI6'T1J1eAta TO EXI6~ TJi&6 AtI:> 0J1.ER VEGETATIG'N TO eE
RElAtED.
s. IN AODIT~ TO 1lE 1R: ~ PLACE &1 LAYER a: t1I..CU
ARa.N) 1lE BASE, EXTEM:>trS TO ne ORIPLtE, a: ALL TJi&6 TO
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