HomeMy WebLinkAbout1999 05 24 Regular Item B
COMMISSION AGENDA
ITEM B
Consent
Information
Public Hearin
Re ula r
xx
May 24. 1999
Meeting
MGR.
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 Plan/Preliminary 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 Plan/Preliminary Engineering for the proposed St. Stephen's Catholic
School. The school will be located to the rear of the existing St. 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:
(]) Identification of the present owners and developers of all land included in the
development.
May 24, 1999
REGULAR AGENDA ITEM B
Page 2
(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,
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.
May 24, ] 999
REGULAR AGENDA ITEM B
Page 3
h, Areas to be conveyed or dedicated and improved for roadways, parks,
playgrounds, school sites, utilities and other similar public or semipublic
use,
i, 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 of open space and recreation.
(10) Specific recreational facilities and improvements,
(] 1) 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,
(]4) 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.
May 24, 1999
REGULAR AGENDA ITEM B
Page 4
CHRONOLOGY:
January 26, 1999
- Final Development Plan/Preliminary Engineering
submitted
March 23, 1999
- Development Review Committee convened
April 7, 1999
- Project present to the Planning and Zoning Board
FINDINGS: The Staff has 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:
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 Plan/Preliminary Engineering
CITY COMMISSION ACTION:
.
MINUTES
PLANNING AND ZONING BOARDILP A
APRIL 7, 1999 - REGULAR MEETING
I. 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 Board/Local Planning
Agency Regular Meeting Minutes
"MR. CHAIR - I'VE REVIEWED THESE AND I WILL MOVE TO APPROVE
THE MARCH 3RD, 1999 P&Z/LPA BOARD MINUTES AS CIRCULATED BY
MAIL". MOTION BY BILL FERNANDEZ. SECOND BY ROSANNE KARR.
DISCUSSION. THE MOTION TO ADOPT THE MINUTES OF MARCH 3, 1999
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.
MINUTES
PLANNING AND ZONING BOARD/LPA
APRlL 7, 1999 - REGULAR MEETING
PAGE20F4
Mr. LeBlanc and Mr. Peter Sutch, the Engineer of Record, with CPH 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 ofthis 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 A venue; 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 A venue and Shore Road.
"I WILL MAKE A MOTION TO RECOMMEND TO THE CITY COMMISSION
THAT THEY FAVORABLY APPROVE THESE PLANS CONTINGENT ON THE
MARCH 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 1/Side 2
· Discussion with the City Attorney on the Draft Bylaws/Rules of Procedure for
the Planning & Zoning BoardlLP 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.
· A meeting with the new Parks and Recreation Department Director, once
appointed, perhaps in June or July.
MINUTES
PLANNING AND ZONING BOARDILPA
APRIL 7, 1999 - REGULAR MEETING
PAGE40F4
The Board briefly mentioned the upcoming Board Appreciation Dinner, 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
APPROVED:
TOM BROWN, CHAIRMAN
PLANNING and ZONING BOARD/LP A
DOCSlboards/pJanninglalll/minutes/040799,doc
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GENnUL PAn.1I:'~T DATA
FOR 1OEN11F1CA TION OF' CON1RAClUAl AQREEMENTS, 1HIS SET OF' DRAYINCS IS DA lED
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1HE LOCA 110NS OF' All. DOSTINC U11UTIES ~ ON 1HE PLANS HA\f: BEEN DE1ENINED
FROM lHE BEST N'ORMATION AVAI.NJtE. AHO ME. 01\0 FOR THE CON\UENCE OF' THE
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10 THE START OF' ANY CONS1RUCTION ACnVITY. IT SHALL BE 1HE CON1RAC1'OR"S
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ARRANGEMEN15 FOR AHY RELOCA lIONS OF' THESE U1IJ11ES .lH 1HE 0INEJt OF' 1HE
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unuTY. YIHElHER ~ ON lHE PLANS OR LOCAlEO BY lHE U11UTY COMPANY. ANY
unul1ES. WHElHER SH<MN ON nESE PLANS OR NOT. ntAT INTEJRRE V1'H 1HE PROPOSED
CONS1RUC1ION SHALL BE a..osEl Y 000R0lNA lED II1lf 1HE ENCND AHO lHE RESPEC1M:
U1IUTY COMPANY FOR RELOCATION OR PROPER INS1RUCl1ON. DELAY OR 1NCON\f:N1ENCE
CAUSED 10 lHE CONTRACTOR BY lHE RELOCATION OF' VARIOUS U1IJl1ES SHALL BE
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SOLS "\DTIGA nONS FOR 1HE SllE WERE PRCMDED BYNOOMSE AHO ASSOCIATES. INC.
THE CONTRACTOR IS 10 OBTAIN A COPY OF THAT SOLS REPORT FOR RE\1EW PRIOR 10
CONS1RUC1ION; AHD 1HE CONS1RUC1ION IS 10 CONf'ORM 10 1HE REOOMMENDA11ONS ..
THAT REPORT.
EN\1RONMENTAl/CONSERVA11ON INYES11GATIONS PREPARED BY L01'SPEIai AHO ASSOCIATES. INC.
SURVEY N'ORMATION PREPARED BY LOOIRANE.
PEJU15 AV~ 10 CONTRACTOR:
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STORMWA 1ER: ST. JOHNS R1~ WA 1ER "ANAOOtENT DIS1RICT
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WAlER/SANITARY SEYlER: F'DEP. aTY OF' ..1ER SPRINGS
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AS-8UIl15 SHAll. BE PRO\1DED BY 1HE CONlRACTOR 10 1HE ENGINEER nw> WEEKS PIIOR
10 FINAL ItSPECTION. ALL AS-8UILT DATA SHALL BE PR<MDED BY A FlORIDA UCENSED
SUR\COR. SIGNED. SEAU1) AHO DAlEO BY 1HE RESPOh-.E PARTY. SEE INDMDUAl
SEClJONS (pA\€MENT. WAlER SYSlDt. E1C.) FOR ADDITIONAl AS-BUlLT REGURMENlS.
PmUlTS AND PDIUIT ..ftlIIIII:'UI:'WTS
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N1EMCY PEJU15 AND LOCAL AI1lMCY PERWIS. 1HE CONlRACroR SHAU.. BE OPECTED 10
RE\1EW AHO A8DE BY ALL 1HE REQtR'MENTS N#I) LllTA110NS SET FORnt .. THE PERMITS.
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REQtHD BY 1HE PERMITS. THE CONTRACTOR SHALL BE FURNISHED A Ct1PY C1F 'lItE
N.P.D.E.S. N011CE OF' "lENT APPlJCA1ION AHO REPORT -.af WAS f'URN8tEI) 10 EPA BY
1HE CNNER. nE CONlRAClOR SHAU. REVIEW 1HE CON1ENTS OF THAT ...-rTAl
INa..lJDtNG CONSTRUClION ~T AHO CESSATION DAlES AHO ALL 01HER
ELaEN15 OF' 1HE St&ITTAL HE SHAll. EXECUlE AND FI.E AN N.O.I. 10 EPA AS 1HE ENnTY
RESPOh-.E FOR 0PERA11NG AHO MAlNTAINItG lHE EROSION PROlECTION S'VS1Dt DURING
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n.atEN15 OF 1HE ORIGINAl. Sl&ITTAL HE SHAU. Sl&IT 1HIS At LEAST 41 HOURS PRIOR
10 COWUENCING CONS1RUC11ON. 1HE CONlRAC'roR SHALL ICEEP 0NSI1E A copy OF 1M[
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INSPECTION REPOR15 AHD CURRENT PLANS. INaJJDlNC AHY MOOFICA1IONS RE~. HE
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RETENTION PONDS SHAU. BE EXCAVAlEO AS SHOIN ON 1HE 00NS1'RUC110N PLANS. .. 1HE
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1HE POND. 1HE CONlRACTOR SHAU.. IUUEDIA1EL Y NOlFY 1HE 0<<aBR FOR INSPEC1lON OF
1HE "A lERIAlS.
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MtEDlA1ELY FOL.L.Ow.c FINAL GRADINC. CONTRACTOR SHAU. WAlNTAIN lHE STABlUZA110N
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NEEDED. at FOR REMOVAl. AHD DISPOSAL Of' EXCESS "A 1'ENAlS.
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10 ~T aF CONS1RUC1ION. 1HESE MEASURES NIE. 10 BE INSPEClEO BY THE
CONlRAC'IOR ON A REGULAR BASIS N#I) ME. 10 BE MAINTAINED OR REPAIRED ON AH
MEDlAlE IASIS AS REQtRD. REFER 10 ST. .otNS RM:R WA1ER "ANAGEMENT DISTRICT
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AT NO . SIIAU. 1HE CONTRACTOR IlISIURB __ PIlClPE.h.... ClIl1llAVEL ON
-- PROPERTIES W1HOUT I1WnEN CONSENT FROM 1HE PROPERTY 0ftD. ANY
REPAIR eM AECCNs1RUc11ON (6 DAMAGED AREAS .. __ PROPER11ES SHALl BE
REPAIREI) IV 'H CONlRAClOR ON 1M IMDIAlE BASIS. All. OOSlS' FOR REPARS SHALL BE
'H ~ OF 1HE OON1RAcTOR AHD NO EX1RA ooaRHSA1ION SHAU. BE
PRO\1DED.
.t. CON1RAC1OR SHALl. NOT USE \BtAlatY COMPACTION .,... 100 FEET Of' EXlS11NC EM.DINGS.
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10 AT
8[
.t.
..1HE...-i .A IE IJIlm1ID. AT 1M[ END OF EAQf DAY. 10 HA\f: 1HE Sl'E GRADED
...ft.="~ NOT c-. Nf't AIMRSE .N:T FROM RUNOFF OR SILTATION 10 AHY
~r aTAlION IMJIIDS IHAU. BE MAINTAINED AliI) REPAIRED ..
REQ...D ArM OF bat ___DAY.
GRADM . ON 1HESE PI.MS _........ 1HE CON1RAC'roR 10 DfWSS 1H[
GENE1W. ... IN1E.NT OF ntE PftQJECT...~ "AU. BE DPEClID 10
GItADI: H Dn1RE SIlt 10 PRCMDE POII11W DRAINAGE .. AU. NfE.AS 1HROUGHOUT THE
9TE. .-001H lRAN81IONS SHALL IE MO\aD BmIEEN 00N10URS OR SPOT ELEVA1IONS
AS -- ON 'DE PI.MS 10 ~ 1HE GRADIIG "TENT. ALL SLOPES SHAU. IE
STA8IJZIIlMMEOIAlELY Af1EJt FINAL .... HAS IEEN COUPt.E1ED. CONlRACroR SHALL
NOlIFY -- AND ENGNEIt PIIOR 10 ......lZAlION aF CRADINC EcuauENT 10
~ 1HAT lHE ~ IN1INT HAS BEEN ACtIE\tD.
PAW'UnIT
~/ftIInAmR
ntE EN11TY 1HAT -.L OIN. 0PERA1E AND MAINTAIN 1HE 0NSI1E PA\DIENT SHOtN ON
THEE PLANS IS 1H[ CAlHOUC DIOCQE OF CIUNDO. lItE CON1RAClOR SHALL BE
DKCTED 10 MEET AU. 1HE -ro-eens OF lHAT EN11TY.
~ ~ IlIbIr
ALL PA \1NO IURFACES .. IN1ERSEC1IONS N#I) AD.IACENT SEC1IONS SHALL BE GRADED 10
DRAIN ~Y .. THE DIEC110N lito. BY 1HE FlOW ARROWS ON 1H[ PlANS AHD 10
PRCMDE A SI<<)01HL Y lRANS1IONED DRMNO SURFACE FOR \INCUS .lH NO SHARP
RAKS .. MADE. N#I) NO UNUSUAU. Y SlEEP at RE\OIE CROSS Il.OPES. APPROACHs
10 "1ERSEC'''''- /tH) EN1RANCE ". DIT GRADES 10 "1'ERSEm0tS 1U. HAVE 10 BE
STMED .. 1HE f1ELD AT Dfi'ERDIT GRADES 1HAN THE C8I1ERUNE GRADES SHOtN ON 1HE
PlANS. .. 1ttESE MEA$. IT MAY ALSO IECCM: AIMSAILE 10 MAleE UItOR LOCAL. FIELD
ANJSTMDnI .. 1HE C8I1ERUNE GRADES 10 AOCCIRJSH 1HE PUIIPOIES 0U1UNED. IN
ADOmON. 1HE STANDMD caoIN -.L HAW 10 IE awIGED .. ORDER 10 DRAIN POSnM1.Y
.. 1HE Ala C1F ..1I.JtSEClk.ls. IT IS .... CON1ItAClOIrs ~ 10 AOCCIRJSH
1HE MaVE.lMD lItE ENGlER SHALL BE OONSUI..lED so THAT HE WAY MAleE ANY AND ALL
REQlRD II1ERflRETA1IONS OF 1HE PlANS at GM stJIPLOtENTARY INSTRUCTIONS 10
ACCOUPt.8f 1HE "TENT OF 1HE PLANS.
YA1'RII~ ~1MIftW ~-A~
WAlEJItIAlS AND CONS1IIJC11ON WE1HOOS FOR 1HE ROADWAY CONSTRUC11ON SHAU. BE IN
ACCORDANCIII1H 1HE flORI)A DEPT. OF 'IRANSPORTA11ON STAHDARO SPECF1CA1IONS FOR
ROAD AND R)GE 00NS1RUC1I0N. LATEST EDmON.
PA~ ~ B"t)I~
CONS1RUC1ICIN OF THE ASPtW.11C CONCIIIE1'E PA\QtENT SHAU. BE 1r OF STA8IUZED
a.IAIE ... A....... IILQOCI( BEMNO RA1IO(lBR) OF 40JI COMPACTED 10 THE
UOOFIED fIROC1OR MAXIllIU DRY DENSITY OF .. PER MSH10 T-1eo. r OF LAtEROCK BASE
COURSE STIAJZI.'D 10 A...... UIR OF 100Al. COMPAClED 10 ntE UODIF'IED PROCTOR
UAXIUIt DRY DDBTY OF .. PER MlHlO T-180 AND 1Z,- nPE 1-111 ASPHAl11C CONCRE1E
"'ACE CXJURIE .... A ...... MAItSHAU. STAIIIUTY OF 1.eoo L8S. IUICRADE
PREPARAlIGN N#I) ~AYDENT INSTAU.ATION SHAU. CONFORM 10 FOOT STANDMDS AHD
SOlS RIPCM A(~1IONS.
~1At
SIDEWAUCS ME. 10 IE 00NS1RUC1ED .. 1HE AREAS AS ~ ON tHE CONS1RUClION
PLANS. 11<< Sl)EWAlJ( SHAU.. I[ 00NS1RUC1Q) OF 4- OF 00NCRE1E .lH A 28-0AY
CQUI...... S1REN01H OF 2.!00 PSI. .lOInS SHALL BE EllHER 100LED OR SAWQJT AT A
DISTANCE (IF fl. HANDICAPPED RAMPS StAU. IE PRCMOED AT 1HE LOCAlIONS SHC*I ON
ntE PlAN AND I[ .. ACCORDANCE lint STAlE REGULATIONS FOR HANDICAP ~ ITY.
PAWUftlT ~ / "'MS'
PA~T IlINI<ItCS AHO SIQNAQE SHAlL BE PRCMDED AS SHOIN ON 1HE CONS1RUC1ION ,
PlANS AND SHAU. WEEr 1HE RECIR:MENlS OF 1HE CMD/OPERAl'OR. SIGNAGE SHAU. BE I'
.. CONf'ORUAHCE VIH UlJTa) (LATEST DIllON). A 14 DAY PA\QENT CURING ... ... ~.'
PRO\1DED PRIOR 10 APPlICATION OF ntE PA\t'JlENT UARICINGS. {
~ CON1ROl
A ...... OF 2-WAY ONE LANE 1IWf1C SHALl . MAINTAINED .. 1HE WORK SI1[ N1tE.A. ILL
CONS1RUC1ION WARNNG SIGNAGE SHALL IE .. PLACE PrIOR 10 ~ aF
CONS1RUC11ON AHD BE MAINTAINED 1HROUGHOUT CONS1RUC11ON. ACCESS"AU. BE
CONlINUOUSlY MAINTAINED FOR AU. PROPERTt OIMERS SURROUNDING 1HE WORK SIlt
AREA.
a--.c
~ SHALL BE 00NS1RUC1ED ... N01ID ON 1HE CONS1IIJC11ON PLANS. 00NCRE1E
FOR QIR8S SHALL I[ DEPARlMENT C1F ~A1ION cuss -1- CCNCRETE 111M A 8-DAY
COMI ~ S1RENCmf OF 2!00.... AU. a.-. ItWJ. HAW: SAW CUT CON1RAC1ION
.JOInS AND SHALl BE CONS1RUC1ED AT IN1ERVALS NOT 10 EXC&D 10'-0" ON CDnEIt.
CONS1IIJC11ON OF CURlS SIW.L IE .. CCNFCIWMCE ..... FOOT STAHDARD
SPECIF1CAlIONS FOR ROAD AND __ CONS1IIJC11ON (LA1EST EDmON) SEC1ION 120 AND .
DETAI.S PROVIDED ON 1HE CONS1RUC1ION PlANS.
~IW RB1mU.1ION
All. NIIE.AS ..... THE RIGHT-oF-WAY SHALl. BE FNSH GRADED .1M A SMOOnt 'IIWamClIi
INTO DIS1IeC GROUND. AU. SWALES SHALl. BE STAIUZED 1MDIA1D. Y AFTER F1NAL
GRADING. ALL DIS1UR8ED NfV.S SHAlL BE STAIIJZI1) (SOD) AF'1ER FlNAl 0RADItQ ..
ACCORDANCE W1H 1HE CONS1RUC1ION fUNS PRIQR 10 hW.. ...EC11ON. AU. ~
~b.SHALl BE MAINTAINED BY 1HE CONTRACTOR UN1l. F1NAL ACCEPTANCE BY ~
AS-..'B
lHE CON1ItAC"roR SHAU.. PROYI)E 0ItD AMI) 0MiW&R PA\EISIT AS-IU..TS. ....TS to.'
SHAU.. CONTAIN AT A ....... BUT NOT IE LII1ID 10. PA\DENT -lHS. PA\tIBT ..' '
SLOPES AND DItAINAGE DIEC1IONS II1H ... PaInS DELlEA1ED. SEE -GDOAL AS-IUI.'f'
REQ~ FOR ADDI1IONAL Rm--...s. !
SMlTARY __ !rt'S1I"U
~A1M i
-. Dl111Y lllAT *L _IE AID M*TAlN 1HE -- _ _ ON .:;:S., ";.'
· 1HE CA1HQUC DIOCESE OF OIUNDO (ON-~ Me lHE aTY (IF '1N1ER .. ..SI1E).
1HE ~ SHALt. . DPEC1ED 1b a&T AU. 1HE REQlIIQtENl$ aF 1HEK '.'4ji
1M ....AI.~I
AU. SNIt. 'IIrt. ' SEIER fIIlE ItW.L IE ~. lEe IIR:. OONfIQItMlJO 10 AS1M. D3034. ','
1fIT1f.LA1IOII Gf ~... fIN ItW.L QOtIfORU 10 AS1M 0UIt. lIE M1M C-12.
...... Pat 'CONS1RUC1ICIN ..........., FOR IACICFIUND.' ... ... IE.AS .... ,I
ON .1HE DlTAI. stEEr.' "
....... .. ,faA. , \frY .....,PR., Me'" fl1'1INOS IHAU. . ELASTOUERIC ..... IUiI4
0AIICl'II .... CXJNfUII JD,:.... '477. ,
',,;" "
~.,.;
'MY
'-IE
APNOWDEClUAl. '
EX1'ERICIt SURF_
";,. .~ EQUAl. APPld AT'
.......
t~iEiu~~..=tJ_..
CDR. Y II1H AS1M C44J AND AS1M C>>23 N#I) ~ fIF EPOM N#I) B.AS'RJMIM
10 BE JDlSTAHT 10 OZCNE. ItAlHER D.DENT. aQICALS. INCWDINC AaDS, ~
ANIW. AND \UETAItE FA1S, au ANO PE'IROLEUU MoDuCTs FIItOU SPI..J.S. AU.
S1!EL D.DIEN1S OF' 1HE CCIIIEGlOR IHAU. IE tOTALLY NON Ml'GUETIC SERa 31'
STAN.ESS. ~ 1HE .... SCREW FOR 11GtfTENItG 1HE S1EEL 8NI) ~ H
PIlE 1HCH SHALL BE 'roRQUfD BY A BREAKAWAY 'TORQUE WNQf AVNA.NI/U. ..... 1HI
PRECAST MANHOLE SUPPlD. AHD lET FOR 10-70 IDVUJS. 1HE CONNEC1OR IH/lU. . "
INSTAU.ED .. THE MANHOlE WALL BY AClNAlINC lHE DPANDINO MEaWIIM If I'RICY '1
AOCORDNfCE .nt 1HE RECOUUENDA11ON OF THE CONNEC1OR UANtWAC'IURER.
~~
1NSTAU.A11ON OF GRAVITY SANITARY 8DD SHALL BE .. ACCORDANCE '"" 1HE
"ANUF'A.C1URER's AND aTY OF' .-mt SPRINGS SPEaf1CAlIONS.
POL~ WRAP USED FOR COMQQON PltaENlION ON DUC1I.E RON fIR: IHALL
CONFORM 10 THE REOUI1EWEN1S OF AHSI/ASNIDt2.... 1HE..........w.. _;
SHAU. BE 0.001 ... (I lIaS). IISTALLA1iON aI POLWIRAP SHAU. I[ .. AOCORDNfCE ..
A_A~~ , ';
1'RENQtItC AND BAa<fU SHAU. BE PER DETAILS PRCMDED IN THE CONS1RUC1IGN fIUI& '
COUPAClED BAa<FU. SHALL IE 10 .. awauuM DENSITY AS DETERUID BY AAftfR) T- t
FOR UNDER PA~T. AU. 01HBt caMPAClION Of' BAaCFl.l. StW.L IE 10 .. awMIII
DENSITY AS ~ BY MSH10 T-tlO.
M'WA 'I'mINO
.. THE E\9IT ntAT WA1ER IS ENCOUN1ERm IXNIC ntE CONS'IRUC11ON OF'1HE INITAIh
SEIER SYS1'EM. DEWA TERINC SHALl. IE CONDUC1'ED. 1HE CON1RAC'Iat IS ICIA Y
RESPOh-.E FOR 1HE DESIGN. lNSTMJ.AlION. 0PERA1ION. AND !lIBSEQUENT IBIOYAL t11 it
DEWAltRIfC SVSTEMS AHD lID SAfElY AND CCNFOIU1Y .nt LOCAL caoa AND
REGUlAlIONS. f' DEWAlERIC ~ t&:Dm EXCEEDS ANY OF' 1HE ~ ,1
e- PlIF WWlE: 2) 100.000 GPO mAL 24 ~Y) DEWA1EM<<J. All); I) 1.
GPO ptM) ~AIJTY. THE CON1RAC1at SIWJ. IE 10 PEJIIT H ......'
II1lf 1HE UWD. 1HE ENQNDt AND/aR OIlER SHAU. BE 'N01FIEJ) IMDIA1El.Y .
OF 1HE ABOVE 1HRESHOLDS _ fXI. ECm
AT AU. 1MS DURING CONSTRUC1ION. ICEEP EXCAVATIONS FREE FROM STANDING ....
SUMPS. .. REQURED. SHAll. IE LOCA1ED 0U1II)E OF LOAD BEARIC MEAS so 'lItE ~
SURFACES '1U. NOT BE DIS1UI&D. WAD PUMPED FROM THE EXCAVAlION IHAU. .
DISCHARGED 10 PRE\f:NT RE-ENlRV 1110 1HE SOl. SlRATA 8EINO DEWA"fERED. WA_
CONTAIH*C Sl.T" SUSPENSION IHAIJ. NOT. PlMIID IN10 IDER LN.'S OR AD.WINT.. ~..'.
S1REAMS. 1HE UE1HOO OF' DISfIIOSItG OF WAD PUUPm FftOU THE EXCAVAtION 8WL. '.
APPItCMD BY M ENGINEER. PRIOR 10 ACIUAL DISPOSAL. '
PH: -~
SAtlTARY SDER PIPE WUST BE IEDOED 'tRUE 10 UNE N#I) GRADf .1H .-aw AND
CON11NUOUS l.ONOI1UOINAL SUPPORT FROM A ,.. lASE. . OCICINO MUST NOT IE U8 ,t
-.c 1HE PIlE 10 GRAD[. PIlE lED IHAU. BE UNDIS1UI&D EM1H AND. If 1HE
CMREXCAVAlION. THE CONlRAClOR SHALL REPLACE MATERIALS II1H MA'IEIIALI
BY mE ENQNEER AND CCMtAClED 10 A DI!NSITY EQUAl 10 1HE NA1M: SOL
AT ALL LOCAlIONS ... PIlING IS 10 IE INSTAU.ED .. AN N#E.A .... MUQ( WAS
IN ntE SOLS TES11NG OR AT ANY 01HER LOCA1IONS ~ MUa< OR. ClROMIC IOU
ENCOUNlERED. 1HE 1RENCH SHAU. IE CMR-e:xcAVAlED 10 REIitCM ALL MUQ( OR
SOLS AHD a.EAN fINE SAND fIl.ACED N#I) COMPACTED IN 1HE 1RENCH I01'nJM 19 1NE
ELEVAlIONS AND LOCAlIONS HOlED ON 1HE FlAHS. 8ACICfIL NEEDED 10 ... WNQf
lHE PROPER GRADE SHALL BE COMPAClED 10 A ...... DENSITY C1F _ (6 1HE ~,.
T-180 UA)CIUI DENSITY.
..'
t1F 120 __
PIa '.
>
InuuAsnc
PER CMLLON""
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I
1'RENQt OR EXCAVAllON BOTTOM STA8lJZAnON MATERIAL
A. SAND
SAND SHAU. BE EJ.. GRADED. ORGANIC FREE. DURABLE. GRANULAR "A 1ERIAL. AHD
SHALL PASS A NO. 4 SIE'.E NOT MORE ntAN 15 PERCENT SHAU.. PASS A NO. 200 SIEVE.
B. PIT RUN CItA\tl.
PIT RUN GRA\tl. SHALl. BE CRONIC FREE AND SHALl. PASS A 3/4-1NQi SIEVE.
C. GRANULAR"A lERIAL
GRANULAR "A 1ERIAL SHAU. BE E.L GRADED. CRONIC AHO SOIl. FREE. DURABLE
AOOREGAlE AND SHAU. PASS A 3/4-1Nai SIE\f:. NOT WORE ntAN 15 PERCENT SHALL
PASS A NO. 200 SIEVE.
~
.....1RA lION TESTING OF' THE SAtlTARY SEIER SVS1Dt WIU. BE REQUIRED 10 BE
PERF'ORUED BY 1HE CONTRACTOR. INF1LlRA11ON SHALL NOT EXCEED 50 CM.LONS PER DAY
PER t<<:H OF' DIAWE1ER PER I&E OF LENClH. .. 1HE EW:NT THAT CItOUN)WA lER IS NOT
ENCCUnERED DlJRIC SANITARY SOlER 00NS1NJC11ON. OR F 1HE GROUNDWAlER
ENCCUnERED IS NOT 24- A8CM: THE TOP aF PIPE. EXFI.1RATION lES1INC OF 1HE SANITARY
samt S'I'SlEM WILL BE NECESSARY. 1HE TES1INC ML BE 1HE ~TY aF 1HE
CONlRACTOR. BUT -.L. BE WINESSED BY 1HE ENGINEER AHD 1HE U1IJTY
REPRESENTAnvES. EXFl.lRAllON SHALL NOT EXCEED 50 CAl.LONS PER DAY PER IOf OF'
DlAMElER PER WILE OF' I.ENC1H. INaJJDlNG MANHOLES.
UNE LMI'INC -.L. BE REQURED 10 BE PERfORUED BY 1HE CONlRACTOR AND .1NESSED
BY 1ME aTY C1F ..lER SPRINGS . ENGINEER AND OINER/OPERA lOR.
1HE COtnRAclOR SHAU. PROWlE AT tIS 0YtlI EXPENSE ALL NECESSARY lEST PUUPINC
~T. WAlER. WAlER WETERS. PRESSURE GAUGES. AHO OlHER EQUIPMENT. MAlERIAl
AHD FAaUlIE$ REQlRD FOR AU. TESTINC. CONlRACTOR SHAU. CONTACT 1HE ENGINEER.
.a/OPERATOR AHO aTY OF IINlER SPRINGS IN YftTTEN FORW. FORTY-EIGHT (41) HOURS
.. NJVNfCE. OF PROPOSED 1ES11NC. lHE CONTRACTOR SHALl. PERFORM SA1ISf'ACTORY
PAE1ESTINC PRIOR 10 NOlIflCA TION.
~-"'''T DRA~
1HE CONTRACTOR SHALL pROW)[ VER1ICAL AHD HORIZONTAl -~T" WORWA11ON
RELAlM: 10 AU. CONS1RUC1ED U1lITIES AND SlRUC1URES.
AS-IULT 1tnIWA'RON SHAU. INa..UDE. BUT NOT BE LIlTED TO. 1HE F'OI.1..OIINC:
1. LOCA1IONS AN) IMRlS OF AU. CltAVIlY SDlIER UNES. "NItOlES. aaN-OUTS. AND
SER\tCE LA1!RALS AHD .. ELEVATION OF ALL MANHOlES.
2. HORIZONTAl AHD WR11CAL DATA FOR ANY CONS1'RUC11ON ..,.. DEVlAlES FROW 1HE
APPR<MD ENCJNEERING PLANS.
3. DISTANCES OF SEWER lINE LAID FROW WANiOlE 10 MAtIiOLE AND/OR CUAN-OUT
.lH lIES 10 LA 1ERALS.
1RENai SAfETY
lItE CON1'RAC1'OR SHAU. REOOGNIZE AHD All)[ BY AU. OSHA EXCAVA110N SAFETY
STANDARDs. INQJJOINC THE flORI)A 1RENat SAFETY ACT (10-18. LAWS OF' flORI)A). ANY
MA1ERIAL. CONSTRUC11ON ME1HOOS. OR 'MAlEIIAL COST 10 CiCUIlY W1H 1HESE LAWS
8WJ.. BE INCIDENTAL 10 _ CONlRACT.
POT~~WA. /,.~
~/OPmA1!)II
THE EN1I1Y tHAT WILL ... OPERAlE AND MAINTAIN lHE WAlER SYS1Dt SHOIN ON THESE
PlANS IS 1HE CA1HOUC DIOCESE OF ORLANDO. 1HE CON1'RAC1'OR SHALL BE DCPEC1ED 10
WEEr AU. 1HE AECMROtENlS OF 1MAT Dm1Y AHD 1HE aTY OF Wf1ER SPRIfGS.
PR )U~
~ AWWA C800
fEE
POLWIN~ CH.ORIDE PLAS1IC PIPE (~.) 4--12'" SHALL CC>>FORM 10 AWWA C-IOO PLASnC
fIFE. ASlW 1714. T'tPE .. GRADE .. 4006 PSI DtSIGN S1RESS, AHD BE NATIONAl. SANlTA110N
FEDERAl10N (NSF) APPR<MD. 1HE PIlE SHAU. BE a..ASS 150 (DR11) .nt "ARKIfGS ON EAai
SEC1lON SHOWING CONFORMANcE 10 1HE MfNE SPEClf'lCA11ONS. JaN15 SHALL BE RU&R
GASI<E1ED ~ 10 A_A ClOG. AU. PYC PIPE SHALL IJEAR 1HE NSf LOOO FOR
POTABLE WATER. ALL F1Tl1NG$ SHALL BE D.L .. ACCORDANCE .nt PARAGRAPH 2.01.
am
JOInS FOR PYC PIPE SHAU. BE RU88ER GASICE1ED PUSH-ON ....15 USING CASKETS
APPRO\tJ) BY lHE ENGINEER. lHE BElL SHAU. IE IN1BIW. W1H 1HE PIPE AHD OF EQUAl.
OR (MEAlER PRESSURE RAlINC. M BElL OF PIPE AND FlllINOS USING PtJSH~ JOIN15
SHALL HAW: AN tnEGRAL GROCM: 10 RETAIN THE GASKET .. PLACE.
PRCNDE ADAP1ERS AS REQUND TO JaIl ~ PIPE 10 PIPE. F1T11NCS N<<) EQUlPWENT OF'
01HER MA 1ERIAl.S.
DUC1I.E IRON PPE (DIP) SHALL BE ...... PRESSURE cuss 350 (4- - 121 N<<) OONF'ORU 10
NfSJ/AWWA C1:5O (LATEST EDI11ON). ALL DUC1I.E IRON PIPE SHAlL HAVE A STANDARD
1HIaCNESS OF MORTAR UNINC AS SPECIFIED If ANSI/AWWA C104/A21.4 (LAlEST
mmON). PFE JOInS SHAU. IE Of' 1HE PUSH-ON RUBR CASKET nPE ~ 10
Nf!I/AWA C111/A21.11 (LATEST EDllION).
F1T11NGS FOR DUC1l.E IRON PFE AHD PYC C800 PIPE SHAU. BE DUC1I.E IRON AND SHAU.
CONFOII.t 10 AHSJ/AWWA ~10/A21.10 (LATEST EDlnON) AND SHALL BE CEMENT UNED ..
CONfORUANCE .nt AHSI/AWA C104/A21.4 (LATEST EDmON). .
POL ~'4ENE MAP USED FOR CORROSION PREVENTION ON DUC1I.E IRON PIPE SHAU.
00NFaW 10 'DE AEQUl&tENl5 OF NfSJ/ASlM 012.... THE...... NOUIW. 1HIaCNESS
SHALl BE 0.001 It (I lIaS). INSTAU..ATION OF POlY IRAP SHALL IE .. AOCOROAHCE VIH
AWIIA ~05.
PIPE INSTALLAlION FOR PYC PIPE SHALL IE .. CONFORMANCE 111M AS1M 02774-13 (LATEST
EDITION). INSTALLATION FOR DUC1I.E IRON PIPE SHAU.. BE .. OONF'ORMANCE W1H A_A
ceoo-u
-.a
VAlWS 1HREE (3) INCHES AHD LARGER .. SIZE: GAlE VAlWS SHALL BE RESIlENT-SEAT AND
SHAU. OONFORU 10 AHSI/AWWA a508-M VIH HANDIHEB. OR .oat NUT. EXlENSION
S1EMS AMI) 0110 APPURlENAHCES AS REGRD. MANuF'AC1URfJt"S CER11FICA11ON Of' THE
VAl~ COUPUANCE W1H AWWA SPEaFlCA110N asoe N#I) 1ES1S LISTED 1HEREIN WILL. BE
REQRD. VAl\f: BOX PADS SHALL IE 1r x 1r x 4- 1HIQ( CONCRE1E .nt 14 REN'ORaNC
BARS. PAD 10 BE SET AT FINISHED GRADE. VAL._ SHAU. IE a.ow. WUE1J.ER. KENNEDY. ..
AI H. AMERCAN. OR APPROVED EQUAL
All IlI=n'._ VAl ~
AIR RELEASE VAL\O SHAU. BE PLACfD AT tIGH POWrS OF 1HE ~}tSI1ISSION MAIN 10
PERMIT ESCAPE OF' 1RAPPED AIR.. THE VAI.\f: 9ZE. LOCAlION AHD UE1HOD aF INSTALLAlION
SHALL I[ 1OCA1ED ON 1HE DRA-.GS. OR AS DIRECTED BY 1HE ENatUIt. AIR M1.EASE
VAL.\U SHAU.. BE CRISPIN PRESSURE AIR VAI.\f: T'tPE No /#CO. OR VAlW: AI PMER CORP.
~e'ftlt ~ VAL\E
DElEClOR atEac VAL\O SHALL BE AS UANUFAClURED BY HERSHEY. fDOO OR WATIS.
INSTAUAlION. VAULTS. ETC.. SHAU. BE .. CONF'ORUANCE II1H THE aTYOf' wnm SPRItes
REQtRMEN1S.
@[fd1JiJ
~~
(lIB......... III.
POIT~___
- .. flUL1CN awn
~ ~ 117b-..
~
8-5717
I-MM: :.NET
FAX: (401) .....
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~
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-
VAl\E ~
VAl\f: BOXES ON BURIED POTABLE WAlER SHALL BE AlWSTABLE. CAST IRON CONS1'RUC11ON.
Wlnt A UNUUU "TERIOR DIAWETER Of' 5- VIH COYERS CAST .nt THE 1NSCHP11ON ..
LEGIBLE LETTERINC ON lHE lOP: WATER. 8O)C[S SHAU. BE SUTABLE FOR THE APPUCA8LE
SURFACE LOAI*G AHO VAL\f: SIZE. AHO SHAU. BE ..ANUFAClURm BY WEIJ.ER COIIPANY.
WODEL 103M. OR APPROVED EQUAL.
fIR[ H~AN~
SHALL CC>>FORM TO 1HE LATEST EDITION OF AWWA C502-14 AM) SHALL BE fURNSte)
COUPLE1E .nt MENCH AND OlHER APPUR1ENANCES. MANUFAClUREJrS CER1IF1CA11ON
Of' coaAJANCE II1lf A_A C502 AND lES1S US1ED THEREIN a.L BE REQUIRED. All.
HYDRANl5 SHALL BE OF BREAKABLE nPE. W1H 1HE BREAKAItE. SEC110N LOCAlEO SlJOHll Y
N)OVE 1HE FHSH GROUND UNE. HYDRANl5 SHAU. CONTAIN 1WO-TWO AND A HALF INCH (2- '
1/21 HOSE CONNEC1IONS AND ONE-F'OUR AHD A HALF' -=1Jrl STEAMER <XNJEC11ONs
WllH NATIONAl STAHDARO FIRE HOSE COUPLINC SCREW FlvE AHD ONE QUAR10
IOf (5-1/4' VAl\f: OPENNC. SIX INCH (8'") DIAME1ER WEaWICAL .JOIn' N.ET. ONE AHD ONE-
HALF INai (1-1/2") PENTAGON OPEJtAlINC NUT. SHAU. OPEN COUN1ERa..OCkWSE. SHALl. BE
FIRE HYDRANT RED .. AN APPRCMD MANNER II1lf THE PRIWER PAINT IEJNO KOPPER'S
-CI..AMORl'fJr NO. 822 RUST PRIMER AHD THE FIISH PAINT 8EIIC KOPPER"S -CLAMORlEX'" NO.
314. WETY RED. AHD SHAll. BE EI1HER UUEW:R CENlURION (1RAFFIC UOOEl.. A-423).
AMERICAN-DARLINC 8-14-8. OR ICD4NEI)y K-I1A FIRE tn'DRANT. NO SUBSnlUlES.
1. II.UE PAVEMENT REFlEC'roRS (CAT EVES) SHALL BE PlACED .. 1HE CEN1ERlJNE OF'
THE DRMNG LANE DlRECll Y IN FRONT OF 1HE FIRE H'tDRANT.
.& 2. CON1RAC1OR SHALL PROVIDE A POST-CONS1RUCl1ON F1RE FlOW TEST .1NESSED
AND APPROVED BY THE ENCINEER AHD OWNER/OPERA TOR. tm)fWflS SHALl DElMR
A ...... OF 1250 CRt II1lf A RESIDUAl. PRESSURE OF 20 PSI.
3. 1HERE SHAU. BE NO TREES. SHRUBS. ETC.. PLANTED AROUND 1HE FIRE tf1DRAN1S OR
IN AREAS DESlCNA lED AS FIRE lANES.
WArm 9DI~
utUSS OlHElnlSE HOlED .. lHE PLANS. lHE aTY OF' lINTER SPMIGS SHAll. PR<MDE AHD
INSTAU. WAlER WE1ERS. OON1RAClOR SHALL CONS1RUCT WAD SEJMCE 10 1HE CORPORATION
SlOP AS ~ ON 1HE CONS1'RUC1ION PLANS.
POl ~ (PE) PRESSURE PFE FOR WAlER SERVICES 1- 1HROUGH ~ SHALL CONFORM
10 AWIIA C801-N. (PE34Oe). ...... PRESSURE CUSS IS 200 PSI. ORe.
COPPER 1\8fG FOR WA lERifJIE1tW:E.S SHALL BE "nPE K'" S[.&UI ~ COPPER l\8C.
AU. SERYICES SHALl. "a..uDE lHE F~ aJR8 SRPS. UNIONS AS REQUIRED.
OORPORA11ON SlOPS. M!ER\1CE SHALL BE COUPLE1E 10 1HE CURB STOP AS .... ON
ntE DETAIL SHEET. AND SHALl BE OF lHE nPE REQUIRED FOR COUPA18J1Y II1H 1HE
SERVICE LINES SPECIFlfD. AHD SHALL BE AS MANUFACTURED BY 1HE UUEIJ.ER CORPORA lION
OR HAYS OR FORD.
1HE CONTRACTOR SHAU. CUT V IN lHE 1QP CURB OF EAai 'AlER SEIMCE AHD A 'V' AT All.
VAlVE LOCAllONS. CUT W'S AHD Vs SHALL BE HICHJGH1ED IhH auE PAINT.
~ YFlHms
PIPf: ~AlI. TION
PIPE INSTAU.ATION OF' PYC WAlER MAIN SHAlL BE IN CONF'ORM~ .nt ASlM D2n4
(LA1EST EDITION). 1NSTAl.LA11ON OF' DUC1I.E RON PIPE WAlER IMAIN'SHAll. BE IN
CONFORMANcE II1lf AWWA C8OO-U '
COMPACTED IAaCFU SIW.L BE 10 ea MAXIMUM DENSITY AS ~ BY MSHlO T-180
FOR UNDER AU. PAWMENTS. 01HER COMPACnQN OF IAQCfU.;JHALL BE 10 .. "AXIMUM
DfNSITY AS IlE'1E-..m BY MSH10 T-11O. SEE STAHDMD "AI..S.
...... CCMR CMJt AU. PIPE SHALL BE :sr. FROM lOP OF PIlE 10 FNSHED GRADE.
SEPARATION OF NON-POTABLE AHD POTAILE WAtER UNES
MDE POTABLE WAlER AHD SANITARY SDER MAINS CROSS WItt LESS 1HAN EIGH1EEN (11)
IOES \011CAL a.EARANCE. THE SEWAGE ..AIN SHALL BE 18TY (20) FEET OF El1HER
DUC1I.E IRON PIPE. CONatE1E ENCASED ~ PIPE OR ENCASED .. A WATERlIOHT CARRER
PIPE. CENtERED ON 1HE POWr aF CROSSING. A....ue HORIZONTAl SEPARAlION C1F TEN
(10) FEET (~ 10 EDGE) BETWEEN POTABLE WAlER MAINS AND SEWAGE MAINS SHALl. IE
..AlNTAINED .0 PRAcnCAL.. .0 1HE APPROPRIAlE HORIZCNTAL SEPARAlION CANNOT
BE MAINTAINED THE SEWAGE MAIN SHAU. BE EJ1HER DUC1l.E ItCH PIPE. CONCRE1E ENCASED
Vl1RIFED a.AY PIPE. CONCRE1E ENCASED PYC PIPE OR ENCASED .. A WATER1lCttT PIPE
CARRIER.
PIPf: 1DDI1'IF'It'~ lInN
II.UE MAGNElIC lOCATOR TAPE t<:'UrM TAPE _nt - r. LET1ERING - 1- ........) SHAU.
BE BURED .. 1HE TRENCH TWO ABOVE lHE WA lER ..AIN.
~1ION Mm ~
AU. PIPE SHAU. BE DlSNEClED IN ACCORDNfCE. .nt AWWA STANDARD C851-92, OHR AHD
aTY OF "lER SPRINGS REQUIREMENTS.
AU.OWABLE LEAKACE FOR DUClU IRON PRESSURE ..AlNS WI.L IE .. ACCORDANCE W1H
AWWA CIOO-I3. CMet AHD aTY OF lINTER SPRINGS REQUIRDtEN1S.
ALI..OWAaE LEAKAGE FOR PYC PRESSURE MAINS -.L. BE .. ACCORDANCE .nt AWWA~
OItER.AHD aTY OF ..lER SPRINGS. I
lHE OON1RACTOR SHAU. PRO\1DE AT HIS 0YtlI EJCPENSE AU. NfXDSMY lEST FUiPINC
ECUlMENT. WAlER. WA10 WElERS. PRESSURE GAUGES. AHD 01HER EatFUENT. MATERIAL
AHO FAaUlIES REQtRD FOR AU. H'tDROSTAnc AHD LEN<AGf; 1D1ING. CON1RACTOR
SHALL CONTACT 1HE ENCINEER. OWNER/OPERAroR AHD aTY'CF -.mt SPRIICS ..
WRITTEN FORM. FORTY-ElGHT (48) HOURS .. ADVANCE OF PROPOIED 1ES1IC. 1HE
CONTRACTOR SHALl PERFORM SA11Sf'ACTORY PRUbl1r4G PRD 10 NOTFlCAlION.
1HE WAlER SVS1Dt SHAU. BE TESTED FOR lEAKAGE AT 150 PI! FOR nw> (2) HOURS. II1H
AU.OWAII.E LEAKACE .. ACCORDANCE VIH A80VE STANDARDS.
CONlRACroR SHAU.. OBTAIN A COPY OF 1HE FDEP WAlER S'1S1EM PERMIT N#I) pw.
BAC1ERIOl.OOICN 1ES11NG SMA.ES FROM 1HE SAMPlE POIflS SPECF1ED .. THE PEJUT.
lWlIW'~11mIS m ~ WArm ..~
.
PRIOR 10 1HE CONNEC11ON 10 NfY ~ MAIN. lHE PROPOSED WATER MAIN SHAll. BE
DISINFEC1ED .. AOOORDNU .1M aTY aF ..-rER SPRINQS ... ~TS, HA\f:
ENGIEER APPROVED PRESSURE 1ESlINC AHD HA\f: FDEP a.EMWICE. REfER 10 F'DEP
POUT FOR ANY ADOI11OtW. REQUlD94ENTS.
A~,T DRA-.GS
lHE CONTRACTOR SHALL PROW)[ WJt1ICAL AHD HORIZONTAl -AS-IUI.T" N'ORMAllON
RELA nYE 10 ALL 00NS1RUCTED U1IJ1IES N#I) SlRUCnJRES.
AS-BUIL T INFORMA lION FOR ntE WA 1ER SVS1EU SHAlL INQJJD[. BUT NOT BE LII1ED 10. lHE
~
1. LOCA11ON Of' All. VAI.\O. FIT11NCS. H'tDRAN15 AND SEIMCES.
2. LOCATION OF 1HE WAlER ..AIN lED HORIZONTAU.Y 10 1HE BAa< OF' CURB OR EDGE
OF PAVEMENT.
3. CERTFICA TION AS 10 1HE SYS'I'EM UEE1ING lHE ....... OCMR REQUREMENTS.
4. HORIZONTAl AHD ~TICAL DATA FOR AHY CONS1RUCTION WHIai DEVlAlES FROW 1HE
APPROYm ENGNERINC PlANS.
ACllV1TY
mil )8Y:
~.~ IY:
loMeI' ~~ B:
~~ IV:
~AllC N NO.:
NAME
DATE NO. DA 1E
1fgg J. ~ UII
1 fgg J. ~ ~JII
1 f99 J. ~
1/98 J. ~
1&
,.K. .
..K. .
~.J. t.,
""t.., CI(-JOHN SUTCH.
10052115
!J~h JP} Iff
f J
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. VlICXNll'lrY MAP
SCALE: 1- - 2,000'
OWNER.
MOST REVEREND NORBERT M. DORSEY
NOT INDI\1DUAU. Y BUT AS BISHOP Of' lliE
DIOCESE Of' ORLANDO AND HIS SUCCESSORS
IN OFFICE .
421 EAST ROBINSON STREET
ORLANDO. F1.ORIDA 32802
(407) 246-<4800
lBNGlrNlBBR.
CPH ENGINEERS. INC.
500 WEST FULTON SlREET
SANFORD. F1.ORIDA 32n2-2808
ATTN. PETER-JOHN F. SUTai. P .E.
(407) 322-6841
ARCHJrJrJBcr
RICK s.1SHER ARCHITECT, INC.
2693 WEST FAIRBANKS A ~NUE
MNTER PARK. F1.ORtDA 32789
ATTN. RICK SWISHER. P.A.
(407) 844-3003
ST. STEPHENS CONTACT:
ST. STEPHEN'S CA lliOUC CHURCH
575 lUSKAWlLLA ROAD
WINTER SPRINGS. F1.ORIDA 32708
A TIN.: GORDEN MANN
(407) 696-0464
FAX (407) 696-0307
SURVEYOR.
LOafRANE ENGINEERING. INC.
201 SOUlH BUMBY AVENUE
ORlANDO. F1.ORIDA 32803
ATTN.: R. MICHAEL J. CAVALERE. P.LS.
(407) 896-3317
urwrnJBS
WATER
AND
SEWER:
aTY OF \WNTER SPRINGS
UnUTY /PUBLIC WORKS DEPT.
110 N. FlAMINGO ROAD
WINTER SPRINGS. F1.ORIDA 32708
ATTN.: KIPTON LOCKCUFF. P.E.
(407) 327-2669
GAS: PEOPlES GAS
600 WEST ROBINSON STREET
ORLANDO. F1.ORIDA 32802
ATTN. ~M McKENNA
(407) 420-6644
TEL:
8EU. SOUlli
450 NORlH GOlDENROD ROAD
ORlANDO. flORIDA 32807
ATTN. ~M FARREL
(407) 273-5084
ELEC.: FLORIDA POWER CORPORAnON
2801 W. S.R. 426
O\1EDO. F1.ORIDA 32765
ATTN.: BEAlRfCE MAYS
(407) 420-4420
PElRMll'lrTXNG AGBNCllBS
aTY.OF _TER SPRINGS
1126 EAST S.R. 5.R. 434-
WINTER SPRINGS. F1.ORIOA 32703
ATTN.: DON LEBlANC
(407) 327-1800
ST. JOHN'S RIVER
WATER MANAGEMENT DlSlRICT
618 EAST SOUlH STREET
ORlANDO. F1.ORIDA 32801
ATTN.: RUlH GRADY
(407) 897-4300
FlORIDA DEPARTMENT OF
EN\1RONMENTAL PROlECnON
331 g MAGUIRE BLVD. SUITE 232
ORLANDO. F1.ORIDA 32803-3767
(407) 327-1800
POTABLE WATER:
ATTN.: JOE McNAMARA
(407) 839-3300 '
SANITARY SEWER:
ATTN.: H. LEE MIUER
(407) 894-7555
][NDEX OF SHBBTS
C-l
C-2
COVER & GENERAlL NOTlBS
BOUNDARY AND TOlPOGlRAPmC
SURVEY
OVBlRALL SITlB 'PLAN
SITE DlIMlBNSION PLAN
GRADING & STORM DJRA][NAGlB
PLAN
COMPOSITE 1UTlIlLITY PLAN
GENERAlL DlB'r An, SHlBlBT
UTlILITY DBT An, SHlBlB'r
LANDSCAPE PLAN
IRRIGATION PLAN
C-3
C-4
C-S
C-6
C-7
C-8
L-l
L-2
REVISION
PER em PIEUII. .. --.....
... CI1Y INGIt. ~
~nreOVED SCAlE:
,.IS
M
NlS
DATE: JAN., 19ge
JOB NO.: 57501.00
RLE: COVER
SHEET NO.
<C= Jl
I DATE
, j/W99
.-
NO.
REVISION
CH/JNGE SC/JLE
lSUD MID AlMMATItWS,
. ~ "'*
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! / / / 22 / /I:::r~ /t~~- ___ Fva"L) ____N 85''''45- W / ",,0 -= - --- --;T"!-"-L.... _~ ~-~- 0- -or~ .0' ..'" <It/ HiH) ':f:'-";-:'-:i'- 0 HSH. ~~. ,/ ,e : I
./ (~ / / /// ~=23 / S//.PO' / - --- t-':;:'- \..; 4; :..,.... d-:"n_*_~~1""ttJ~2'COG 'jl ,. ZElfr E,sATION'062.Df ~/ 0 c:9 A~' : I s
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:' \ \ _~~, / ~ / / I 24 I " u>IIICUC, " -=ro- t _;;;;\.-__ ; \ C"":l). ---- .. , ~
,I \ .... SNlfTAlffMMIH<<E I I I " ,25 " I S LJJ' old f.,. ~N'. - 15t:>~ SA' ( ~~ ~ 0 , -11- A
\ \ .... ..... ~ ~ lflii fU,V<<J/JIJ _ _ _ _ _ I I I . " I I " - - ~ c.c;...., D) 1 I ... ~~ ../'" 0 \'J" ~ I .,.- + - - - --
/ \ \ _ _ _ _ _ N _ / ~ , / I , I!IrtIDE urlllY _ D/IJIJi<< / I 26 11 " : I e FElICE CIJIl - ~iifcEc" -r -r --, - "oat '. ~ .~ K_ . - · - · \ \.,~HERR;~ ""f~,~ephon' QIl pol.
, \ \\ _ E ~ /', I I , fASEIIE", PER TUSCIl/lIiifs'UA- , I' , ~ ... S 0.75' I .. - - I.'~'E~~~ '- 'J;.~ .,.~
r _ , s _ / 1?1" / -FENCf CIJIl - - ..! -~~ -- - -.'t- - - II,*'fT'J ~'IIE"" PER '1'1__,. ... ... ...11 I
\ \ _ , , , " , I '-~ (J/f/T .. PUiT B1JO<< 1M' 32 , JJ , , , " 28 I I · I.IJI' / ~ ~ - ~ 6. M ~ 1'1.....;..;;: JJ ~ I 38
\ \ .... ""'1 " / /,'f . I " I " ./ I .. 3/ FENCf IX1fl / ' , f.iJMD ..... CJI. -;..5/- OF TlJSclllflUA /J/(ff 6- - - - - - - - - - - - - I 1
\ \ I I I 11f I I I I J: S o.tf1 I , L.F. HEIIflICH - 'ISJ au. tJ.PJt;ES 12 & JJ ..----'-~ .. - - -.-- - - I FQJIfD_
\ \ I ' I I It, I , , I /1 I I' ~ FENCE COR // V.HENRICH RLS I~
\ \ I'" G* '- . _ .... ' II , " , " " ,.j. I ,~. 5 0.J5', II 1.28' /
\ " ~ _ .... I I " I :""{ \ /5' lllDE I./TILJrY MID D/tNII/ISE 3 ~ /
\ ,_ _~ c ' I ./.,' I (t EASEJIDIT I'ER ,U5CJIfiW '" - /
\ \ ~, ""e- e-?- ' , , , / / / ' " TIJ SCIIINIu.A UNIT 6 I ' I I/-". : IJI(IT 6.1'U1T B1JO<< tf.PJOES JR & JJ /
\ \ 4y '-./ I , I / PLAT 18001( 21.PIIBES 32 & ,33 I I I '
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LSML DESCRlP1Ui
(PNtC~L AJ
COMMENCE AT THE sovrUi COIIfN~R OF GARDeNA I'~~~AS RECORDED IN
~ tJ(JOIC .. P/IGE. 'Z3 AND NBUC ItECORDS OF SElltN{JfJ!; COUNTY.
FtDRIDA,ItuN N05'()!J'!J(;-E THE EASTERLY UNE OF SAID QNtDENA
I'AlWS I'0I't ,A /)I$T'ANC~ 115," FEET' TO THE NORTH LJNE (Y A FLDI"IDA
fIOfIEIf ~1ON ~ 'IIEIIT (1001){) I"EE:T" WI<<J AS RDXJRDi!D IN <<ED
IIOOK ~P cc. ~ OF SElllNOLE CO/JItT'Y.FI.DRIDAI THENCE
f<<JN .,-ICY, N.tJNG SINl H UNE I'M A DIST AlICE 01' Z5/5.OI FEET TO
A 1'OINT ON THE $OI.IT""~ 1tlY UNE OF A FLDl't/OA ~ R AND UGHT'
COMPNfI' E~IIENT (110. F. 'ET WIDe) AS IfECOItDED IN ~ED IJ()()I( /93,
PNiE ZTS,THEIICE RUN ~""O.J"E 'Off A ()ISTANCE OF I(J()M FEET TO THE
='t'!f"TDn j).~ANllrcoXM rfF~~&J#rrY~ ZI.
T~NCE 1ffJN SOIITH ALIJIifI T~ WEST" UNE OF SAID TCJSCMlI.JJ. UNIT 6 I'OR A
OIST ANCE OF :I! FEU. TO A POINT BEIN(] UJ.2Il I'EI:T NORTHERLY OF (WHEN
WA$I.J1fED AT ANOI.4$ TO } THE NORTH UNEfI1 OF TU$CANIu..A UN'"
.. SAID /fIOIII'f INfJ THE f11O/f('f OF IlEGlNNINOt THEIICE I~ SOtJ'f'H
BSAlD WEST" LINE 'OR A ()IST.NiCE OF ~~~ TH6.IICE,.,N
. 'n, _HAu'l!J.E"r.g,~ "=:S. EJ~,. P:~lNt E~
ftItIHT~AY 01' TUSCMt' EI.J.A ROADtT NU,'E
M.DNfI SAID EASr~RLY ItIfIHr. .wN LINE FOR A tJI ~VJ ~ I'ED',
THVlCE NIt SMJ'ItYIIt'E AUJN(I A LINE THAT IS __ 1'14 'H 1tt.Y OF
NlDPAltALLEL wrrH SA/D IIOM"H UNE FOIt A DlST"MICE I~FECT TO THE
1'OI1IT OF IJEQlNNING.
TOQETH(R WITH,
(PNtCEL CJ
FROM THE SOlJrHEASr CORNEIt 01' QNtDENA I'AIW SUIIDN/SION.AS
RECORDED IN PLAT BOOK "tI' pMJE ~ AND Rtf.1"UIIUC IfECOItD$ OF SEIlINOLE
COIJIITY.FLORIDA.f1tUN THENCE ~ THE EAST.1ttY UN~ OF $/II() QNtDENA
= ~~OVcFl~= ~l~ r~~.~W"DA
= '?3l:ffNr~N~'::1&l~j:1~'f3 r- ~TH SAID
WESTEIfLY UNE OF ~/DA 'NMRco,r,.~lAsEIIEm:~D ~ D.B.I9J.
PI<<, HB~~E'tf.;rHENc OF N,!f.':J,'t11 3fi:r';:fr'M~'/o:f'5l
e:,t.NINfJ.RUN THENCE F~H6' NM/O'/ft _'flU/) FEET' TO T~ EASrERLY
'ftIl'iH 01' WA'LlNE D' THE TU!JCM/~",*, ~1IftJN THENCE
N.DNfJ SAID EASTERlY 1tJOI(f 01' WAY LINE ND'IJ)'(1T"E ...." I"ECT', TH€NCE
f.!!FKYlrE 675/10 FEET, THENCE StH4r4IfW 3lJODO FEET TO THE 1'OINr 0'
.,..'(JINIIING. CONT NNING 5.000 1CItE.$.
LESS,
tl-NfCEL DJ POND SITE ·
THAT PORTION OF THAT CEMA/II P.w:l:~D 1tCOltDED IN OFFICIAL
'S'fl,,rr"Jf1,~"&~ NA 'rMtll~fi~'':"U:~
~ .. ,-/JOES I?l-H N~~ OF UIllNOt.E ctJlJl'ffY. FLORIDA MORE
,-"", ICIJLNflY OE$CN<<D AS
D' AT A I'ONtT r THE '!~E_~ 01' TUSCAII/LV. UN'" "AS /tECORI)€D IN
IlE",.Bfif..JlJrtlf ~~~1ttYMIW ~~K?~~
t~ NOIfrH uN~ 01' SAlIf TUSC- "MJN~8W. $NO
WI~.'fItE.A DlST1f! (J' I!T. ~ 1I:NJ:x.1NG WE$r LINE;.
1;'fIt 06'1'?ctl8 A _ ()N H . .It':'~ J ~;~~,., . ~.u
111 pLAT, IJO()K 43"/ItIO ",-.,..,' -/lEC()N)$ >o;'st
OF ~~~=f~T~V?'. SAI~ StJ(IrH LINt A DlSTNIC
USS,
'(fi"I/tCEL EJ R/W DEDICATED TO SEMINOLE COUNTY
THAT 1'ORI"1ON OF THAT CERTAIN PARCEL OF LAND RECOIfDED IN
OFFICIAL 1tECOItDS IJ()()I( 2OJO.PNJE 45.PlJ8LJC RECORDS OF SEIlINOLE
CtJtJN'fY.FLJJItJ()A.ALSO BEING A PORTION OF LOT 67.GARDENA FAItfIS.
. AS ItECOI'tDED IN '-LAT BOO/( 6. PNJES 2-' . 24. PUBIX RECOItDS OF
S6II1NOLE COtMTY.FtJJRIDA IIORE PARTICfJLNflY OESCR/BED AS
F(JIJJ'JNS.
COM/IlENCING AT A 1'OINT ON THE WEST LINE OF TUSCMII.JJ. UNIT 6.AS
Rf.CORDED lit PLAT tJOOK 2J.PNJES JZ .3J N8UC ItECOItDS OF
glllllOLE COIJ1/TY.,tD/tIDA.IlEINQ UJ.zJJ FEET NORTHEftLY OF NlHEII
IIEAfUltED AT ,.,." NlGLES TO) THE NORTH LINE OF SAID TUSCMILJ.A
tJIiIf' I.fI1AJN 1III$TW41"'W. M..JJN(i THE SClJTH LINE OF TUSCIIIIILJ.A
pNtCE.t.Ia.AS IVCOROED IN Pf.A' <<JOK 43.PJGES 57 . !J&pUBIJC
~ OF SEMINOLE C(MJ1ITY.FL/)RIDAA DlST"NtCE OF IIJf()J)Z FEET
TO A NJIIff &DO FECT tvlHEN MEASURED AT RIGHT. N<<JLES TOJ THE
6A$"f'DtIJ'RJt;Ht.oF.wk UIIE OF TUSKMILLA !tOAD FOIt A POINr OF
_aWI/IIKJITHEIICE RUII ~:U:W.PNtA/.J.ZL WITH SAID EASTERa'
,.",......NUI#E.A DlST'N1C6 OF JJ879 FEET, THENCE NIJ5'08'41'ti.
AIJ)IIf$ND SflVT'H UIIE.A OISTNlCE D' 8M FEET TO A POIIf'f ON THE
f()U'f'H UNE OF THE I.NtD DE$CItI8ED IN OFFICIAL ItEOON>S 8OO/C R03O.
,..CNlJJJt: ,.COItlJ$ 01' SEMINOLE COlJIIT'Y.FLf)lUt)A TO A /I'OIIfT'
ON SAIl) e.AStI.N """.(JF"'IIK UIIE, THENCE Nuu~eE. ALDNG
$MD''''''~''AY UNE.A ~NICE oF ,JUg FEET TO A POINT ON
$ND sr:NrHtJIIE OF TU$C1llll1U.A I-,f/fCEL ~ THENCE U$'06'47"E.
NJ)NfJ THE $fJVTH LINE OF SAID TfJ$I(lIIIILLA PNt(:EL SIO.A ()ISTAllCE OF
&+I. FEET TO THE I'OINT (J' /lEQlNNINti.
(PNlCEL F) IVW DEDICATED TO SEMINOLE COCJNTY
F/tOM THE SCl./THEAST CORNER OF GARDENA FNtIlS SlJBDNISION.AS
RECOItDED IN ~U4T I!J(JOK 6.PNJES 2-' ... 24.PU/NJC ItECORDS OF
SEIlIIIOtE COUNT'Y.FUJRIOA,.IfUN N 05'09'!5UE.ALDNG TH6 EASTERlY
UNE OF SAID SUB~/SION ~'.06 F~eT TO THE SOlITH UNE OF A
FI...lJRlDA PONER CORPORATION EASEMENT' RECtJl'tDED IN DEED BOOK 193.
pNJE Z16.PUBUC RECOROS OF SEIlINOLE COIINTY.,LO/tIDAt THENCE
N 6S'KfII:"lt.ALONG SAID $Ol.IT'H UNE Z348.57 FEET, THENCE SOVTH 99J.2B
FEET, THENCE N 8!f'1O'12'W.1'~ FEET TO THE I"OHIT OF BEGINNING.
THENCE COIfTINUE N85'1O'1Z'W.26.:J6 FEeT TO THE EXISTIIIS EASTERLY
ItJGH1' OF WAY UNE OF TUSCMILLA . GABRIELLA fItOADt THENCE
II e3"2.O'(1rE.ALONG SAID RIGHT OF WAY LINE J/&.'!J6 FEET, THENCE S 85'1O'IrE.
~ FEET, THENCE S e:r2O'(1f"lt.316.36 FEET TO THE POINT' OF BEGINNING.
CONTAINING THEREIN OJM JlClltES ItIORE OR LESS.
SUBJECT' TOt PERI/ANENT DIUINNJE EASEIIENT
I. THE SURVEYOIt HAS t<<1r NlSTIfICTED THE ~EIfTY FOI' EASEItJEIITS fY
RECOItD.
2. VERTICN. DATUM IS BASED ON I!IIJ No.n MID I!IIJ NO.R4 AS SHOIfIt ON
SHEET ~ tY THE TVSCMILLA /tOAD PLMS ,.~,.NtED I'OIt SEItllNOLE
COUIIrY lit' BQlfYElt-SINfJlETON MiD AS$IOCIJ(TE$.$/TE tlENCH flAltlCS ME AS SHOf1N.
.:s. $OIL IIO/fING COI'tE SNI,.LL HOLES WERE STN<ED FIfOM IItFOItItIATION
SUPPUED lit' IIfICIC S1tffSC1f.ARCHffECT.flCorECHNICN. F/ItM HAD t<<1r
MADE 1If)ItINt;S AT THE TlflE OF THE SURVEY.
4. BEN'tJIt(;S AItE BASED ON THE DEEDS OF IfECOItD ftItOIlDED BY THE
CUE"'. THC NOffrH UNE 01' TUSCMILLA UNfT' 6 IfIEING NIIS1O'II!W.
" UTILITY SENIC€S IYlOIIDED tIr THE FOUDf1INGt
F lIJ/tIDA. fIIONEIf COI'tfIt()IfATION,
UMfT'ED T6LEPHONE,
SEMI/IIOtE COUNTY UTIUrIES.
,. EI..EVATfOItIS 0' WELL:../OENTIFIED FEATURES COIiTNIIED IN THIS SUlCVD' AIID
MAP HAlE kVl IIEASU~D TO AN CSTlflATED VEIfTICN. ~IOMAL
JiCCIJ/ItIC( OF ODI FEeT.
7. WEI.L-IDEIITIF~D FEA71.IItCS I. TII/$ SUNEY AND IIAP HAlE ".EN
flEASUR/!D TO Nt ESTIMATED HO/'tIZOIITAL ~IOItAL JiXUltICf 01' OJ FEeT.
8. TI'fN'FIC STIfIP/NtI NOr UXIfTED Oft SH(M1t.
.. SllAU..E1f TI'fEES. U1tDSCAPI/I/Q NiD IRJlU(JJ(T/OIt SYSTEfI WCRE /IKJr $UN~CD
()It SHt1WN.
~ ROORT.
TOfIETHEIt wrrH,
i~Al'tCEI,. r
/TROll TN. SOUT'HEASr CORNER fY f>>/tDEN,A FAltIl SJlBDNISION.AS
IfeCOl't<<< .' IN PLAT 6IJOK 6. ~~$ D . .",,-utJL/C RECOItDS OF SEIlINOLE
COIJ, JIT'Y. .'E'lDAlNN T~NU AI.J)N(; rlC~EItlY UNE 01' SAID GARDENA
,NWS I$ION 1IO!FOII'tJt?6 " " TO THE NORTH UNE OF It.
/T~ . ~R ~AT.IOII 1fT. ORDED III OFFICIN. IlfECORDS
"J.' 'IOE B6.N8LIC ItEl Otr 'M/NOLE COUNTY. F~ ffUN
r;:r~ ~~D Hi!'.~-:;"'L/NE.. N8!J'I()'I2'W Z!JI5.09 FE.ET' TO
A POI'" " THE W 'EI'UY UNE OF It "'~JDA 1'OIIER ... UGHT COMPNiY
tJlAS ~ IN OFFICI *- /!KJOI( /lUPKJE IJO.F'CJ8UC ItECOItDS
OF cou.'F~tOItr_HE~soroe'WE 100..5' FEET TO rHE
HI/, ~"rlROI' U. R~'" UN'" So AS ~CORlJeD IN PLAT
.xJK AI' SEIlINOLE COUIiT'Y.,/.J:JNOA,
TH~Nf% 'fit NID ~ ~ tHE tJ(JIJNDNf( UNE OF SAID
ruJC~ U"IT f . 1'OL.U:MIIIG ,NN S()(fTH lSfILIJ FEeT' TO THE
1'OIIIT .~ _(/INN/. lICE H 301m FEET, THENCE
'IO't . 712:10 , , T. DNIfY U OF
!fie.. "J CIN~Jt2 ~U t:1If'HENCE'J~'RJ'/~E 747-"
~ rH€ ~ _..-. '/IIIIJNiI THEf/It:/N WiJ M:f/lt:S ~
THAT I'OIfTION OF THAT CERTAIN PAlfCEL OF LAND RECORDED IN
OFFICIAL RECORDS BOOK 2030. PKJE 45. PlJ8L1C RECORDS OF SEMINOLE
CCJUIt/1'Y.FtDftlDA.ALSO BEING A PORTION OF U1T'S 156 AND 61.GAltDENA
FN'tIIS.AS RECORDED IN PLAT BOOK 6.PNJES U' 24.PU8UC RECORDS
OF SEll/HOLE COlJNTY.FLD1tIDA.IIORE PARTICULNtLY DESCRIBED AS
FOUJ1II$I
COMMENCE AT A F'OINT ON THE WEST UNE OF TUSCMILJ.A UNIT 6.AS
ItECOItDED IN PLAT BOOK 21.PNJES JZ . 3J.PU/IUC RECORDS OF
SEII1NOLE COlJNTY.FLORIDA.SAlD POI1fT' BEINt; UJ.u FEeT NOIfT'HEltLY
OF (WHEN IIEASURED AT RKJHr ANGLES TO}THE ItOIfT'H LIME OF SAID
TClSCMIUA UNIT fH THENCE RUN N6S'OS',g-w.ALJ)NQ THE SOIft"H UNE
OF TVSCIIIIILJ.A PAlfCEL SIO.AS RECOItDED IN I"LAT tJOOK 4J.PN;ES 57 .
5II.P<lBUC RECORDS OF SEMINOLE COUNTY.FtDltlDA.A D/STAllCE OF
3O!SIJO FEET. THENCE DEPAlfrING SA/D SCUTH UItE.1ttJN S<<10J'Z5'W. A
DISTANCE. 01' 15I)!) I'ECT 'OR A POINT' 01' IlEf;lNNINGr THENCE COIfflNUE
SfX)YJ,.~.ALONG SAID UNE.A DlSTNlCE OF I.OIJ7 FEET,THENeE
DEPAKfING SAID WEST UNE.RUN NII!f'(W41'VI.A DISTANCE OF 9tS70
FEU,THENCE. NUV'~#:6.A ()ISTNICE OF bD9 FECT,THENCE
S85'06'~E.,A OISTNlCE OF .,,.,, FEET TO THE POIIf'f OF BE(;INNING.
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PROP. r/ HIGH sroa<ADE PRESSURE
'!REA1ED WOOD FENCE
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MUI.:n-PURPOlE RECREA1ION FIELDS / GRASSED PARICIiG MEA
~. r CONDUI1S FOR NIlJO/YSW.
PROM SCHXL 10 CHUROt PER OIlER
/A RQFICA1IONS. CQN1RAC1OR SHALL MIICWE DI$T.
Lll IIIQ( PA\GS FCIt COtDIT ttSTAU.A'IICIL DIST.
... PA\OS SHALL . Mw:D rut RI-llSTAl.LA1ION.
CQN1RAC1OR SHALL PMPARE 1I11GRADE 1M) REltsTAU.
PAWRS 10 MA1at OR IE IIET1ER 1HAN DIST. CQNDI'IIONS.
& CON1RAC1OR SIW.L DIREC1IONAL BQRE COtDIT
UNDER DIST. w.cRElE PAWMENT SEC1IONS
& CON1RAC1OR SHALL ocauNAlE EXACT COtDIT --,
SEIMCE LOCA1IONS AT CHUROt Ymt 0YftER
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PROP. SEMINCU COUNTY
lUSKAvaLA ROAD PHASE .
RE1EN11ON POtI) MEA
r- CON1RAC1OR SHALL RUN COtDIT .. L.AND8CAPE
1 NfI,AS ADdMBIT 10 EJRaIBIT CEN1ER INO. 1.
DIST. PLANT MATERIAL DAMAGED DURItO CCCIIUT
INS1'AUA1ION !HALL IE REPLACED BY 1HE
CQN1RAC1OR. &
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CQN1RAC'RIt SHALL VfIIIFY PROP. U1IJ1Y SEIMCE
ROU1ES 1M) CCNNEC1ION LOCA1ICN$,JflH) U1IJ'N
c:J:WAHY PRIOR 10 CONS1RUC1ION (Tt'P. &
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ZONXNG: P.U.D.
USlB: SlrNGlLJB FAMlIlLY
RBSIDlBNTIAL
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I lEE Nm REPLACE .-nt r CROSS ·
PROP. r GAlE VN.VE. &
PROP. 1ft' x r REDUCER &
PROP. 1ft' PYa WAD MAIN &
\
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COtfIRAC'1at SHALL CClIECT 10 DIST. 10- WA1ER
MAIN 1I1H 1crxttr TAPPING SLEEVE. AND VN.VE. ..
ACCORDANCE 1I1H aTY C1F WInER .)flU..
& Ral'tCA1lCltIS AND REX\UIlEMDllS.
DIST. 10" WA1ER MAIN 8FELD Vf1tIFY
PIIOR 10 CONS1RUC1ION
A WA1ER MAIN NOlES:
1. CON1RAcmt IHALL lIST. m_neT ,. 08T~~,,:? "aI. ~1IONS
~ .. ACCCJRDANCE WIlt CI1Y t1F ....51' .. . ,....,
",., .........-.s PRIOR 10 PLAaNO 1HE MAIN INTO IIJMCI.
2. ~ LOCAlE WAD MAIN RllU1E ~~ 11) ElCISl'.
1ES WIlD MA1ERIAL ,. MAINTAIN ALL ., .... ALL ROOTS .
'-'MMOYN. =. PIUD PIIOR 10 REMOVAL 1iJl)000RDItA1II. ....
1iiE ~ Mal . ALL PLMT MA1I1IAL _ IHALL . RI'PLACID VIM CDII'INIIH
MATIIIAL c:i11tE, WE nPE .. ACCOII)M(E 1I1H LAND8CAPE ...-:A-
I. CCIfIItM)'IVR...1H SHALL I&IR 10 SPEQACA1IONS,.. CCMR SHIIt.,.' ,~NI) ~.I.4IlI.U1IJTY tuN
FOIl ~ HOlD AND -~.d- 10 .... o-e FOIl CJIID
WAD MAIN ~ 10 . ,OH81E.
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777,944 S.F. (17:86 AC.:i:)
P.U.D.
CHURCH W/OFFICE & EDUCATION BUILDINGS
CHURCH W/OFFICE, EDUCATION BUILDINGS AND
ELEMENTARY SCHOOL (GRADES K-8)
TOTAL SITE AREA:
EXISTING ZONING :
EXISTING USE :
PROPOSED USE:
I .
ZONlING: P.U.D.
USlB: SlrNGlLJB 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 f: S.F.
2,606 :i: S.F.
52,906 f: S.F.
PROPOSED BUILDING AREAS:
& ADMINISTRATION
LIBRARY :
MULTI-PURPOSE :
& CLASSROOM BUILDING :
FUTURE CLASSROOM BUILDING :
TOTAL G.F.A.
.
2,700 f: S.F.
5,000 f: S.F.
14,200 ::I: S.F.
41,000 ::I: S.F.
12,659 f: S.F.
75,559f: S.F.
& TOTAL EXIST. & PROP. BUILDING AREAS: 125.859:;1: S.f. (NOT INCLUDING MAINlENANCE BLDG. IN THE LOCATION Of THE FUTURE
. FLOOR AREA RATIO (F.A.R.): 0.162 CLASSROOM BUILDING)
EXISTING IMPERVIOUS AREA : 198,115 :f: S.F. (25.5%)
EXISTING PERVIOUS AREA: 579,829 f: S.F. (74.5%)
/A PROPOSED IMPERVIOUS AREA : 277,903:i: S.F. (35.7%)
Lll PROPOSED PERVIOUS AREA: 500,041f: S.F. (64.3%)
. ESTIMATES OF PROP. IMPERV./PERV. AREAS ASSUME lHE MAINTENANCE BUILDING HAS BEEN REPLACED BY THE FUTURE
CLASSROOM BUILDING.
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PROP. r 1HIQ( CONC.
PA\GEHT (4.000 PSI)
PROP. CONe. SIDEWALK
PROP. NOSE ~
QJR8 (nP. EA. SIDE)
~~~,
.7.34'
I:'fd)POSED " liCIt awN ..
FDtCE. SEE DElM.. SHT. C-7
(m.)
~ " WI)[ awN IJNI(
DOl&.E .-.0 GAlES &
S
V)
GENERAL SITE NOTES
.
(D) (F)
1. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO.
SEE SITE SURVEY SHEET. '
2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY'
CORNERS.
3. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE
AND PAVEMENT TO EXISTING IN GRADE AND AUGNMENT. .
4. lHE EARlHWORK FOR ALL BUIlDING FOUNDATIONS AND SlABS SHALL
BE IN ACCORDANCE WllH ARCHITECTURAL BUILDING PLANS AND
SPECIFICATIONS.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL
BUILDING DIMENSIONS; PORCH. RAMP & DO~SPOUT LOCA TlONS; DECORATIVE
METAL FENCE/GATES; AND SPECIFICATIONS FOR PAVEMENT ADJACENT TO
ALL BUILDINGS.
PROP. 8' ~ CHAIN. UNK
DOUBLE s-.o GATE. &
41
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tEA1\. V SAW ooT, a REMCM:
DIS1ING CURB FOR CQNS1RUC11ON
C1F IMPS1ER ENa ~IRE NEA1\.V SAW CUT a REMCM:
DIST. PA\9ENT a MAlCH PROP.
a aJI8fG 10 EJCIST.
---
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ElCIST. IUllffFMNfCE -,
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12,lIlIti mG
S.F.
5T
CQN1RAClOR atALL PAIn
CNER DIS1ING SlRFlNG AI<<)
MESlRfIE AS SttOVt
11'
(TYP.)
PReP. ~ ~ awN IIfI<
DOl&.E ...0 GA1E.1A
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DIS1ING aJI8fG SHALL BE
PR01EC1ED a SAWD (nP.)
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MAlCH DISlINO PER FOOT
FOOT NJE)( NO. 300 (nP.)
, ~ ? '.' .'.
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. ':41 .
.. . 41, ..' . .'
~ SI)EWAIJ(
lint If1'EGRAL aJRB (SEE Mat. PLANS)
PROP. GRA\1TY WAU. II1H
AUAINUM PFE HANDRAIL PER
FOOT II)E)( NO. 520
, .
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~ ASPHAL11C CONCRE1E
10 (LIlTS'" HA'RHO).
~ COI1tMNS fOR CCNERED
WAU<WAV - SEE ARCH. PLANS. (nP.)
~ CROSS WALJ(.$lRFING
PER FOOT ItI)E)(. NO 17348
PROP. HANDICAP SPAfE..
SEE DETAI. SHEET C-7.
(nP.)
PROPOSED SIDEWALK. SEE MOt.
PLANS Fat SPEClFlCAnoNS
.. .'
MOL TI-lPlI11R1PoSlB
BU1DLlOllNG
8UI.OINc NO. 400
14.200 S.F.
.. ...
... .... ' . If
. .. .
!' 41 '.' ':".
: 41,'
PRCFOSEI)"LANDSCAPE PLANTER. SEE
ARCH. PUNS FOR EXACT' LQCA110N
AND H(fICA11ONS (lYP.)
C4sSJROOM
A BlI'pLJolfNG
lQ. .1 . '1UI.DfNO NO. _
.000. s.r. (1~: 2M) FlR.) ~
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PROP. ACaSSIBLE
RAMP 12: 1 MAX. SLOPE
(nP. B01H SI)ES).
'. ,41: 1.
. If -: .
:-
. . ..
PROP. CONCRETE SIDEWALK
(nP. Of' 801H SIDES)
CONS1RUCT ADomoNAL CUI8IG
AND IRa< WALK AS REQUIRED
10 CONNECT TO ~
IYPROVEMENlS. UA1ERIAL USED
SHALL MAtcH DIS1INQ.
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6. BUILDING DIMENSIONS SHO~ ON lHE CIVIL ENGINEERING PLANS ARE FOR
REFERENCE PURPOSES ONLY. WHEN LAYING OUT lHE PROPOSED BUILDING
FOUNDA TlON, lHE CONTRACTOR SHALL USE lHE ARCHITECl\JRAL AND
STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
7. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE
CONSTRUClED TO SAME.
8. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO
ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT
LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB,
ETC. REPAIRS SHALL BE EQUAL TO OR BETTER lHAN EXISTING
CONDITIONS.
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9. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC)
WHICH INDICATES BACK OF CURB.
10. SlGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE W1lH M.U.T.C.D.,
F.D.O. T. AND CITY OF WINTER SPRINGS REQUIREMENTS.
11. CONTRACTOR SHALL EXEROSE EXTREME CARE WHEN CONSTRUCTING
IN lHE' VICINITY OF TREES TO BE SAVED. CONTRACTOR SHALL ClOSELY
COORDINATE CONSTRUCTION NEAR TREES TO BE SAVED WllH THE
LANDSCAPE ARCHITECT. CONTRACTOR SHALL PRUNE ROOTS TO BE
CUT PRIOR TO DISTURBANCE IN ORDER TO MINIMIZE STRESS ON
TREES TO REMAIN.
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lLlBGEND (]pROP.)
S]BTlBACKS
N. SIDE: 20' MIN.
S. SIDE: 15' MIN.
E. SIDE (REAR): 65' MIN.
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= SOLID WHITE STOP BAR (THERMOPLASllC)
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PROP. 1r RCP SroRM PIPE AND M.E.s.
10 BE CQNS1RUC1ED BY SEMINOLE COUNTY
AS A PART Of' RETEN1ION POND _ oon ..
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CON~lUJlL NO.lL.~
PRIOR 10 AMY ~~11ON ACTIVITY THE CONlRAClOR SHALL. INSTALL.
EROSION AND TAllON CON1ROL MEASURES SHOWN ON 1HE PLANS
AND PRO~ IN FOOT INDEX NO. 102. AS COHSTRUC"ftON PROGRESSES,
, nE: COHlRAC SHALL. PERIODICALL. Y CHECK 1HE SEDlMENTA nON CON1ROlS
AND REPAIR AS NECESSARY 10 KEEP 'THEM IN QOOO FUNCTIONING ORDER.
'THE CON TOR SHALL '.ALSO PR01ECT INLETS 0 SllE APPURTENANCES
FROM TAllON UStNC PROlECllON AS D€T~FDOT INDEX NO. 102.
'THE --=Z.CTOR SHAU.. CONDUCT GROUND ST~ I~.MEASURES (PA\1NG,
ORA..~- MULCHING AND SODDING) AS SOON AS ~.."A8lE FOl1.OWING FINAL
GRNJiHP 'OF 1HE SITE. ~ '
Fnll ~G CCMU110N OF CONS1RUC11ON AND '~. STABlUZAT10N OF
POl1 'lw. EROSION AREAS. 'DE COH1RACTOR SttlILl-...-.. ,::IEOIMENTA 110N
. \Nn ~ MtASURES NI) CLEAN AND REPMt Nf ~ ~ AF1EClED BY 1HE
ACnVI11ES. ~ .
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FlLOOD PlLAJ[N
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THE D.ISTANCE' TO WE NEAREST FEMA 100-YEAR F1..00D ZONE. IS 1,700 FEET
WEST OF THE SllE ZONE Al: THE BASE FLOOD ELEVA110N AT THIS POINT IS
44.23 FEET PER a OF WINTER sPRINGS STORMWA 1ER MASTER PlAN.
32
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PROP. SILT FENCE (TYP.)
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TOP OF CURB ElEV.
EDGE OF PVMT. ELEV.
PROP. flOW DlRECTlON
----au--- PROP. CONlOUR ELEVATlON
PROP. STORM SEWER PIPE
--4 PROP. ROOF DOYItII-SPOUT
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GlBNlBRAlL GJRADXNG NO'lrlBS
1.
CONTRACTOR SHALL AOJJST ANDIOR CUT EXlS11NG PAVEMENT AS
NECESSARY TO ASSURE A SMOOtH FIT AND CON11NUOUS GRADE.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALl U11UT1ES AND N011FY-
ING THE APPROPRIATE U11UTY COMPANY PRIOR TO BEGINNING CONSTRUC11ON.
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERllCAL LOCA 11 ON OF ALL
EXlS11NG UllUllES PRIOR TO CON STRUC11 ON , AND N011FY ENGINEER OF ANY
DISCREP ANOES WITH THE SURVEY, AND THE ENGINEERING PLAN.
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
IMPROVEMENTS DURING CONSTRUCllON, SUCH AS, BUT NOT LIMITED TO,
DRAINAGE, U11LlllES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE
EQUAL TO OR BETTER THAN EXIS11NG CONDlllONS.
FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS.
ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR
PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIl. SOO, MULCH AND
WATER UNllL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER-
WISE NOTED ON PLANS. SEE LANDSCAPE PLAN.
CONSTRUC11ON SHALL COMPLY WITH ALL GOVERNING COOES AND BE
CONSTRUCTED TO SAME.
THE CONTRACTOR IS SPECIFICALLY CAUllONED THAT THE LOCA llON AND lOR
ELEVA llON OF EXIS11NG UTlU11ES AS SHOWN ON THESE PLANS ARE BASED
ON RECORDS OF THE VARIOUS UllLlTY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMA llON IS NOT TO BE
REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL
THE APPROPRIATE U11UTY COMPANY AT LEAST 72 HOURS BEFORE ANY
EXCA VA 11 ON TO REQUEST. EXACT FIELD LOCA 11 ON OF UllUllES. IT SHALL BE
THE RESPONSlBIUTY OF nfE CONTRACTOR TO RELOCATE ALL EXlS11NG
U11LlllES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS. CONTRACTOR SHALL FIELD VERIFY DEPTH OF UllU11ES AND NOllFY
ENGINEER IF 36- MIN. COVER WILL NOT BE MAINTAINED ONSlTE.
2.
3.
4.
5.
6.
7.
8.
9. PRE-CAST STRUCTURES MAY BE USED AT CQNTRACTOR'S OP11ON.
10. ALL CONCRETE TO HAVE' A MINIMUM 28 DAY COMPRESSION STRENGTH OF
2500 P.S.I. UNLESS OTHERWISE NOTED.
11. EXISllNG DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED
AND EXIS11NG PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
12. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBANCE AC11VlllES.
13. CONTRACTOR SHALL MAINTAIN ALL EXlS11NG PARKI~J SlD~ALK, DRIVES, ETC.
CLEAR AND FREE FROM ANY CONSTRUC11ON ACllVlI T AND OR 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 ASllA C-76
B. POLYVINYL CHLORIDE (PVC) PIPE PER ASllA D3034, RATED $OR 35. PIPE
JOINTS SHALL BE INTEGRALLY MOLDED BELL ENDS IN ACCORDANCE Willi
ASTM D3034~ TABLE 2, wI FACTORY SUPPUED ELASTOUERIC GASKETS
AND LUBRICANT.
C. POLYVINYL CHLORIDE (PVC) 8-IN. THRU 30-IN. DIAMETER SMOOTH INTERIOR, OPEN
PROFILE GRAVITY SEwER PIPE SHALL COMPLY WITH ASTM F794 & UNI-BELL UNI-B-9.
MANUFACTUTERS: EXTRUSION TECHNOLOGIES, INC. -UL TRA-RIB- OR APPROVED EQUAL
&15. PROP. FINISHED FLOOR ELEVA110NS ARE BASED ON SITE BENCHMARK.
@
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PROPOSED SJrOlRM
SClHIlBDUlLlB
) ~ e 12" )( 12" AItEA DRAIN wI ILAaC.
~ ~ CAST .... 1IW'F1C 8EARIG. LOa<ING GRAlE
(ACO OR APPRCM:D EQUAL)
lOP ELEV. - 81.8
jCVj
I~
,If/; I~~ l:!L,
~
c
c
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o
C
rtPE -,- CURB ILET
PER FOOT INDEX NO. 210 . 201
ntROA T ELEV. - 80.80
N. Fl - 57.85
205 LF ... 12" Rat . o.ax
a.EANOUT
10P ELEV. - 80.4
Eo Fl - 57.85
100 LF ... r STORM PPE . 0.24.
8 12" x 12" AREA DRAIN WI BlAa<.
CAST IRON. 1IW'F1C BEARING.. LOCI<ItG GRA'IE
(ACO OR APPROVED EQUAL)
TOP ELEV. - 81.8
12" )( 12" NCA ~ BL.AaC.
CAST IRaN. 1IWFIC LOaCINO GRAlE
(ACe OR APPRCMD EQUAL)
10P D.EV. - 80.3
~ ~ e 12" x 12" ND ~a.AaC.
I,:, ~ CAST IRON, 1IW'PIC LOaCIIG GRAll:
(ACO OR APPRCM:D EQUAL) ,
TOP ELEV. - .,.8
<8>
12" x 12" NtEA DRAIN WI BLAa<,
CAST IRON. 1RAFF1C BEARlNC, LOCICINC GRA lE
(ACe OR APPRCMD EQUAL)
10P D.EV. - 80.3
nPE .,. MANHCI..E PER FOOT INDEX NO. 200 .. JOt
lint SlDTTED CCMR
TOP n.EV. - 81.80
W. FL - 57.30
S. Fl - 57.30
N. Fl - 57.30
e 70 11' ... 15- Rat . o.aos
8 1ft -C" ILET PER fOOT INDEX NO. 232 .. 201
w/ S1EEl. RE11CULINE TRAfFIC IEARItO ORAlE
1CP ELEV. - 80.5
Eo Fl - &8.85
S. Fl - ea.85
w. Fl - ea.85
@ 12" )( 12" AItEA DRAIN WI BLAa<,
CAST IRaN. 1RAFF1C BEARING.. L.OCICItG ORA 1E
(ACO OR APPROYED EQUAL)
10P ELEV. - 11.80
Eo Fl - M.OO
<B>
e
<B>
&8
~8
2S LF ... r STORM PPE . 1.CDI
rtPE "P" WANHOLE PER fOOT INDEX NO. 200 .. 201
TOP ELEV. - 81.10
W. Fl - 5&a5
S.Fl-sa.a6
Eo Fl - _55
<8>
<8>
1ft -.r CONTROL S1RUC1URE PER FOOT INDEX NO. 200
.. 201 WI TRAFFIC BEARINC IllS .. COWRS (SEE DUM
SHEn).
TOP ELEV. - 81.70
W. Fl - ea.70
s. Fl - ea.70
Eo Fl - ea.80
N. Fl - 52.5 (1r S1UB-OUT 10 PROP. UiIE)
IEIR Fl - 58.5
105 LF ... 24- Rat . 0.24.
88 LF ... r S10RM PPE . 0...
12" )( 12" MEA DRAIN WI BLAa<,
CAST IRON. TRAf'f1C 8EARINO, LOCICINC GRA lE
(ACe OR APPRCMJ) EQUAL)
10P ELEV. - 81..
8>
a.EAN OUT
TOP ELEV. - 81.80
N. Fl - 58.80
12" )( 12" MEA DRAIN WI BLAa<.
CAST RON. 1RAfPIC 8EARINC. LOa<ING GRA 1E
(ACO OR APPR<MD EQUAL)
10P ELEV. - 81..
~ 183 LF ... r SlORW PIPE .1.04"
S 35 LF ... 24- Rat . o.ax
~ ..1EAED DI) SECTION PER FOOT INDEX NO. 272
~ WI FlOW DlSSlPAlOR (SEE DETAIl. SHY. C-7)
Fl_5
@ 12" x 12" AREA DRAIN W/Il.ACK.
CAST RON. 1RAFf1C IJEARIIQ, LOa<ING GRA lE
(ACe OR APPROw:D EQUAL)
TOP ELEV. . 81.
N. Fl - M.OO
<8>
~8
~8
<BD
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&8
<8>
<8
go LF ... 12" S10RU PIPE . ~
e 135 LF ... 1r Rat . 0.1 OS
8 rtPE "P" WANHOLE PER FOOT INDEX NO. 200 .. 201
w/ TRAFF1C BEARING .. .. CXMR
lOP ELEV. - 81.3
W. Fl - 57.11
Eo Fl - 57.11
D
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PROPOSlED lLlEGJEND
~
(E.P.)
..........-
12" x 12" MEA DRAIN WI a.AaC.
CAST RON. TRAFFIC IEARItO. LOaQNC ORA 1E
(ACe OR APPRO\ED EQUAL)
TOP ELEV. - 11.8
8 80 LF ... 1r Rat .0.1<*
12" )( 12" AItEA DRAIN WI a.AaC.
CAST RON, 1ItAFf1C IEARING. LOCKING GRA lE
(ACO OR APPRO\C EQUAL)
TOP ELEV. - 81.8
@
nPE -,- CURB ILET
PER FOOT INDEX NO. 232 .. 201
TOP D.EV. - 10.80
Eo Fl - 57.25
S. Fl - 57.25
nPE -C" INLET PER FOOT INDEX NO. 232 .. 201
W/ S1EEl. RE11CUUNE 1RAFfIC BEARING ORAlE
lOP B.EV. - 81.2 ,
Eo Fl - 57.10 '
100 LF ... r S"IORtlI PPE . 1.CDI
rtPE "P" MANHOLE PER FOOT taX NO. 200 .. 201
TOP ELEV. - 81.80 .
N. Fl - _70
80 LF ... 12" S"IORtlI PPE . 0.2&X
8
8
8
12" )( 12" MEA DRAIN WI BLAa<.
CAST IRON. 1IWFIC IENING, LOaQNC GRAlE
(AOO OR APPRCMD EQUAL)
TOP ELEV. - 81.8
nPE "P" WANiOl.E PER FOOT II)[)( NO. 200 ~ 201
10P ELEV. - 11.30
Eo Fl - ea.80
N. Fl - _10
W. Fl - ea.1O
rtPE "P" MANHOLE PER FOOT INDEX NO. 200 .. 201
TOP n.EV. ~ 81.10
W. Fl - .,0
S. Fl - .,0
N. Fl - .,0
130 LF N 15- S10RU PIPE .o.ID
<8}
8
8
e
15 LF N' r S'1'ORM PIPE . 1.CDI
a.EAN OUT
TOP ELEV. - 81.10
S. Fl - 57.~
35 LF N 12" S10RW PIPE . 0."
tII1ENJ) EN:) SECTION PER FOOT INDEX NO. 272
WI FlOW DtSSIPAlOR (SEE DETAIl. SHY. C-7)
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FIRE DEPAR1UENT CQNNEC1ION ~
~~ PER an OF WIER
SPECIF1CA11ONS (nP.)
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WATER SER\1CE UNE
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~ 1HE......... a& a.- -- REQUIRED
FOR CONS1RUC11ON Of' .. n_ -. -IH
SNlTARY SEYB. REStORE
a..-IG AND PAWMENT
EQUAL 10 OR at. I ItA 1HAN
CONDn1ON.
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32
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JBLBC1I1UC /JI'lBLJBlP>lHIONlB SJBRVllCJB
CONTR~CTOR SHALL COORDINATE CONNECTION OF
ELECTRIC &: TELEPHONE UllLlTY SERVICE TO PROPOSED
BUILDINGS WITH THE APPROPRIATE UTILITY COMPANY. IT SHAlt.
BE' THE CONTRACTOR'S RESPONSIBILITY TO VERIFY REQUIRED UTILITY
IMPROVEMENTS WITH THE UllL1TY COMPANY AND PROVIDE. AS NEEDED
UNLESS OTHER~SE NOTED ON THE CONSTRUCTION PLANS..
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LEGEND
= PROPOSED SANITARY SEVO UNE
- PROPOSED WATER UNE:
- PROPOSED FIRE WA 1ERt UNE
- PROPOSED ELEClRICAL, lRANSfORMER
- PROPOSED UNDERGR<X>>ND ELECTRIC
.
-
-
-
-
-
1~
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTlNG UllUTY DURING CONSTRUCTlON AT NO COST TO lHE OWNER.
lHE MINIMUM HORIZONTAL SEPARATlON BETWEEN'lHE CLOSEST TWO
POINTS OF lHE WATER AND SE~R UNE IS TEN (10) FEET. OR
MINIMUM VERTlCAL SEPARA TlON BETWEEN lHE ClOSEST 1WO POINTS
OF lHE WATER AND SEWER UNE IS (18) INCHES. UNLESS SEWER
IS D.I.P. OR OTHERWISE TREATED PER SPEClFlCA T10N NOTED ON C-1
2.
I )
THE TOP ELEVATlON OF MANHOLES CONSTRUCTED IN PAVED AREAS
SHALL MATCH FINISHED GRADE. lHE TOP ELEVAllON OF MANHOLES
~ONSTRUCTED IN GRASSED AREAS SHALL BE .- ABOVE FINISHED
GRADE (UNLESS NOTED OlHERWlSE).
SEE SPEClFlCA TlONS FOR BACKFlWNG AND COMP ACTlON REQUIREMENTS
ON UllUTY TRENCHES. SEE COVER SHEET FOR A UST OF UTlUTY
COMP ANIES.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PlANS AND SPEClFlCA TlONS
FOR ACTUAL LOCATlON OF ALL UTlUTY ENTRANCES TO INCLUDE SANITARY
SEWER LATERALS. DOMESllC AND FIRE PROTECllON WATER SERVICE.
ELECTRICAL. TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL
COORDINATE INST ALLA TlON OF UllL1TlES. IN SUCH A MANNER AS TO A VOID
CONFUCT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS
COORDINA TlNG WllH UTlUTY COMPANIES FOR REQUIREMENTS AS TO LOCA TlON
AND SCHEDUUNG FOR TlE-INS/CONNECTlONS PRIOR TO CONSTRUCTlON AND
CONNECTlNG TO EXlSTlNG UTlLlTlES.
CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO
SANITARY SEWER MANHOLES WllH NON-SHRINKING GROUT TO
ENSURE CONNECTlON IS WATER TlGHT.
CONTRACTOR SHALL. ON ALL UTlUTlES. COORDINATE INSPECTlON \\fTH
APPROPRIATE AUlHORITlES PRIOR TO COVERING TRENCHES DURING
INST ALLA llON.
CONSTRUCTlON SHALL COMPLY WllH ALL GOVERNING' CODES AND
REQUIREMENTS.
THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO lHE
SA TlSF ACTlON OF lHE RESPECTlVE UTlLlTY COMPANIES AND lHE
OWNER'S INSPECllNG AUlHORITlES.
10. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LA TEST
STANDARDS OF OSHA DIRECTlVES OR ANY OlHER AGENCY HAVING
JURISDtCTlON FOR EXCAVATlON AND TRENCHING PROCEDURES. Tl-tE
CONTRACTOR SHALL USE SUPPORT SYSTEMS. SLOPING. BENCHING AND
OTHER WEANS OF PROTECTlON. Tl-tIS TO INCLUDE BUT NOT BE UMITED.
FOR ACCESS AND EGRESS FROM ALL EXCAVATlON AND TRENCHING.
CONlRACTOR IS RESPONSIBLE TO COMPLY WllH PERFORMANCE: CRITERIA
FOR OSHA. ..
3.
4.
5.
~~
,
6.
"
7.
8.
9.
11. ALL FIll MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE
INSTALlATlON OF PROPOSED UTlUTlES.
12. Tl-tE CONTRACTOR SHAll NOTlFY THE UTlLlTY AUTl-tORITY INSPECTORS 72
HOURS BEFORE CONNECTlNG TO ANY EXISTlNG UNE.
13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTl-t OF 3000 P .S.I. AT 28 DAYS.
14. DRA~NGS DO NOT SHOW ALL EXISTlNG UTlUTlES. EXISTlNG
UTlUTlES SHALL BE FIELD VERIRED BY lHE CONTRACTOR PRIOR TO
CONS1RUCTlON.
15. lHE CONTRACTOR IS SPECIFICALLY CAUllONED THAT THE LOCA TlON AND I
OR ELEVATION OF EXISTlNG UTlUTlES AS SHOWN ON Tl-tESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTlUTY COMPANIES AND. WHERE
POSSIBLE. MEASUREMENTS TAKEN IN lHE FIELD. lHE INFORMA TlON IS
NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. lHE CONTRACTOR
SHAll FIELD VERIFY EXlSTlNG UTlUTlES PRIOR TO CONSTRUCTlON AND NOTlFY
ENGINEER IF A DESCREP ANCY WlTl-t lHE CONSTRUCTlON PLANS EXISTS. lHE
CONlRACTOR MUST CALL lHE APPROPRIATE UllUTY COMPANY AT LEAST
72 HOURS BEFORE ANY EXCAVATlON TO REQUEST EXACT FIELD LOCATlON OF
UTlUllES. IT SHALL BE lHE RESPONSlBlUTY OF 1HE CONTRACTOR TO
RELOCA 1E ALL EXISTlNG UTlUTlES WHICH CONfUCT ~ni lHE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANs.
16 . CONTRACTOR SHALL CONNECT TO EXlSl1NG . WATER MAINS ONLY glER DISlNFECl10N
TESllNG AND APPROVAL OF PROPOSED' WA 1ER unuTY IMPROVEMENTS BY lHE CITY OF
WINTER SPRINGS AND CLEARANCE IS ISSUED BY FDEP. ALL NECESSARY INSPECTlONS
AWJ/~ CERl1f1CA TlONS REQUIRED BY COOES AND lOR UTlUTY SERVICE COMPANIES
,+ ... _,'..,'. .SHALIJ BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND FINAL
, .' .. ""deRRECTlON OF SERVICES.
17. SANITARY SEWER PIPE AND MANHOLE SHALL BE AS FOLLOWS: - 6- &
8- SEWER PIPE SHALL BE SOR - 35 PER ASTM 0303. SUP JOINT
(GASKETED) PVC.
18. CONlRACTOR IS RESPONSIBLE FOR PROVIDING TRENCH. BEDDING.
BACKFlWNG AND COMP ACTlON FOR CONTRACTORS SHALL PROVIDE
ALL APPURTENANCES. SUCH AS CHECK VALVE. BACKFLOW PREVENTERS. ETC..
AS REQUIRED BY GOVERNING AUTHORlllES. .
.
19. SEE SHEET C-1 FOR WATERLINE SPECIFICA llONS.
20. ALL WAlERUNES AND SANITARY SEWER UNES SHALL HAVE A MINIMUM OF 3' OF COVER.
21. DETECTABLE LINE MARKING TAPE SHALL BE USED. ON All LINES. WA TER
UNES SHALL HAVE TAPE MARKED -WARNING WATER L1NE-. SEWER UNES
SHALJ. HAVE TAPE MARKED -WARNING SEWER L1NE-. ALL TAPE TO BE
PLACED A MINIMUM OF 18- ABOVE UNES.
22. lHE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVAllON
SAFElY STANDARDS. INCLUDING lHE FLORIDA TRENCH SAFETY ACT (90-96.
LAWS OF flORIDA). ANY MATERIAL. CONSlRUCTlON MElHOOS. OR MATERIAL
COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO lHE
CON 'TRACT.
. ~O~3.~ WATER MAINS SHALL BE 6- P.y.C. OR D.I.P. DEPENDING ON
~. 'J" .t'~ARATlON FROM NON-POTABlE UNES.
24. CON'TRACTOR SHALL PROVIDE FlT11NGS AS NECESSARY TO FULFILL UTlUTY
DESIGN INTENT AND CONNECllONS TO BUILDING SERVICE LOCA TlONS.
~ 25. FIRE H'VDRANTS SHALL BE INSTALLED PER CITY OF WINTER
on pole SPRINGS UTlUTY DEPARTMENT SPEClFlCA TlONS.
JFIROlPOSED SANlITARY
SJBWlBR S<ClHIlBDULE
o
o 85 LF. rv 6- SANITARY SEWER P.V.C. 0 1.00X
o SANITARY SEWER SERVICE CONNECTlON POINT
CLEAN OUT INV. 57.75
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. OO.4X
@ SANITARY SEWER MANHOLE
RIM ELEV. 61.50 (FIELD VERFlY)
N. INV. 55.95
S. INV. 55.88
o 185 LF. rv 8- SANITARY SEWER P.V.C. 0 0.4"
@ SANITARY SEWER MANHOLE
RIM ELEV. 51.80
N. INV. 57.00
W. INV. 56.95
@ 230 LF. rv 8- SANITARY SEWER P.V.C. 0 0.41"
@ SANITARY SEWER MANHOLE
RIM ELEV. 61.80
S. INV. 57.95
E. tNV. 58.00
@ 39 LF. rv 8- SANITARY SEWER D.I.P. 0 0.4"
@ SANITARY SEWER MANHOLE
RIU 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 0.78"
@ SANITARY SEWER CLEAN OUT
INV. 56.9
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CPH Engineers, Inc.
POST OFFICE BOX :;808
500 WEST FULTON STREn
SANFORD, FLORIDA 32772_2808
TELEPHONE: (407) 3n-6641
(~07) 831_5717
r.-MAIL: CPHSANFOMAG!CNET.NET
FAX: (-407) 330_0639
ViSIt sur wet. 6!te ot:
WWWoCpn(<;n&iflC'..r;re,OOn1
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APPRVDo
roJ.s.
PoJ.S.
PoJ.S.
"''''
PER CPH REVIEW
PER CPH REVIEW
PER CITY ENGR.
~~~'S;
~-~~~.
REVISION
c~~
NOolDATE
~ 2/1/99
.& . /19/99:
~ /15/991
&
&
~
DATE
,lL99
1L99
1/99
1/99
SUTCH
;(h~
NAME
PETER_JOHN ro
0052115
..i-7..-.g.~c
PoJ.S.
,,1.KoB.
P oJ.S.
~~
NO
iiJ
ACTIVITY
DESIGNED BY:
DRA WN BY:
CHECKED BY:
APPROVED BY:
REGISTRA TION
-,,"."'4.1t; ,*".0;;.
(1rJENJEJRAJL DET ATIJL SHEET
~~; ~~
S1ro S1rElPlHTENOS (~A1lHOL][<C
S<CHO())fL,
VVJrNTJEJR SJFVJf~]rN"GS, ]FJrJOJRKDA
SHOWN
1999
00
$7501
DETAILS
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Fl.l WITH ' ~:::': 'RESILIENT CONNECTOR
I :rr~ Xi /
~- \c iI:l~ OR.~;
"...\~-_r-
.~.1:j 316 55 CLAMP
?-t :;~X{r";:r"i :;~:';';:i ~'r.!,{.ts1
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.:; .....
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,.....: :~ RESILIENT
~ CONNECTOR
PYC OR DIP'
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FILL LOWER
QUADRANT .
WITH NON-
!=\
~ - -.......
~ :~.:
,: ,."
, : ::<':I:: ,';-.: :'. ~::.''':'/::~
:;.~'~. ~.?~ :i'. ;~;_:':. ::~';.: };:. .;. :.fR( ~~J
TYPICAl CONNE:cn~
AlTERNATE CON~~CTlON
~- ~I
l1:t. .\... · 1~
I' . n 'lII
~.'.~>-i:':~ ,
I ;~tNI.":~.'<:":::'
~~ '1 JU";'~f-":;: .
. .we' .. .... . 8
~_J>>.. t ::.::~ .' ~ ":'-;: ..., ...... ..... '. I MIN.
I.~~"'.',,:~ . ... . '0" . ,.. '.0
::L~~>i':!~(D{;:~~:j.~;: ~:~:~~:)r:*'~~~~:';B":~1,")f.!'~:.::i::1:Yf i.:}'Jr.~:.;
~_ srAL OR
A-LOI( CONNECTOR
P'JC OR FRP
UNING
STAINLESS STEEL
RESTRANTS
..~
=:1-
DIP
~ FQRCEYAIN
~ TOP OF '\ ":,::~,~ UNK-srAL
~ ~ :i(.)"~-SfAl
n-:/\ SLEEVE
~ : .~...':.. FLANGED 90"
, .~
'.';'~':'.:~ ~BEND AND
:}:'UDn;f':TUiNJ/D!;J1J.:;ifOOl' PC.
\su)pE TROUGH
TO MATCH EXIS1lNG
FlOW UHE
FORCE MAIN CONNECTION
DROP MANHOLE CONNECTION
NOTES:
1. PENETRATIONS INTO EXlS11NC MANHOLES SHALL BE CORE BORED.
2. DROP MANHOLES StWJ.. BE REQUIRED WHENEVER AN INFLUENT SEWER UN[ ENTERS A MANHOlE
24 INCHES OR MORE NMNE. THE MAIN INVERT FLOW UNE.
STANDARD MANHOLE
CONNBCTION DBTAnS
TO MEET unuTY"S
STANDARDS
TO MEET PUSUC
SAFETY STANDARDS
O.S & Y GATE VALVES
DBL DETECTOR
CHECK VALVE
~~~~
-
8Y-PAIS j)OU8LE
atEa< W/ISOlA11ON
. VALVES
YI':" .~:~..., j /~~~~/H/N/H~ ,I:" '1. ..... ~>
PROW)[ SUPPORT FOR . J
3- & LARGER
J
\
-
~. Ii==!
2 i 1
'k~ .
~/,ly-/A'/I'fk'
~ 8 ~~.
/:" f'INfSte> GRADE
:v
..... ,rc/N/N
~~~
RESTRAINED MECHANICAl JOINT
FlTnNGS AND PIPE
DOUBLB DBTBCTOR CBBCIC
ASSBMBLY
NOlE: 1. ALL PIPE & FlT11NGS ABOVE GRADE SHAlL BE FlANGE ENDS
2. BY-PASS UETER ASSEUBLY NOT REQUIRED ON MONllERED
FIRE SPRINKLER PROlECllON SYSTEUS
INSTALL TRACER WRES IN A
lENGTH OF 1/2- PYC PIPE
1HRU CONCRETE (AlTACH
eN' ON EXPOSED END)
FOR PROTECTION
j
,
TROEL-FlNISHED ~ p-
CONCRE1E BENCHING ';: :
WITH 3/4- PER ~ ~
FOOT SlOPE ~W'
, ~
, j...." / ,
IT -II I ~ + " 11-'11
( J I ] .II, J
~' A/) 1
. ...~~
CONCRE1E BASE -- __ ~ ,......-
--
acII(
'-1/3034 PVC
,FINISH GRADE
I I~I .. .111-;-;-;-1 Umlll-;-:-:III-:-:-:-II 1==1 I
-
6- a.EAN-OUT~ r12-X12-X4-lliK.
CONC. COllAR
W/ 14 BAR
..-.-.-.- ..-.-.-..
"''S'>...~~~~:'. : e.: :~r-- : . '.~ '. . :...."<<l\.."<L>o,.~..., '
.. - " I~ 6- 45- BEND
=~I, a..ASS I \ ~WA1ER MAIN
. .."" .. ~ -. .. . ;-'FORCE MAIN
.' .,......
. .' . . ,
. . ., . .. . . ." . ...,.
. ' . . .. )
., . .....,
'. --..
. ...'.. .... 10
~ , ,
LtDlP F1TTINGS ,
C.O.
SANrrARY 'Ti
SEWER MAIN I ,
~Lu
~
. .
t:....
I
. ::.0. I
.... TW' -,.~----
L ~.. .....
- ----
5' UIN.
6 PWG
FLOW CHANNELS SHAlL
HAVE A MINIMUM SlOPE Of
0.30 FEET PER .100 FEET. NO
STANDING WATER .u. BE
AlLOWED.
1
.,.-
.
o
6-X&- YNE
.' ..
. .
. .
-
I)
tD
11
-
II " ~
- "- 6. Pile UNDERIlRAIN
I:
I~
lI:
10'
10'
FLOW CIIANNBL DBTAmL
20'
~
.1
I
-
CONCRBTB lBNCASBMlBNT
DBTAlIL
TYPICAL CLBAN-oUT
SET COVERS FLUSH \
IN PA'fm AREAS
AT ElEVA nONS
SHOWN IN
UNPAVED AREAS.
,
/ / 2'-0.
25-3/4.
,.--11/18.
-J I 1-1/4-
,1ff: -u a U"~
aDDDDDD
DDDDDDDDD
SANITARY
t Da~aa
DDDDDDDDD
SANITARY
SEWER MAIN
C.O.
I
1'lI'\'V''UI
......
l ..~ 10- /"
3034 ~ ~::-r'" ~
I
/PAVEMENT II C.O.
I lf~
CURB r
N. T.S.
(WA TER MAIN CROSSING SEWER UNE WITH LESS
THAN 18- VERllCAL CLEARANCE)
~~
\ SURFACE REPLACEMENT TO BE CONSlSlENT
WI EXISllNG MATERIAL AND OF EQUAL
THICKNESS. BUT IN NO CASE LESS THAN
2- TOTAL ASPHALT THICKNESS
I TRENCH WIDTH (VI) + 4' I
I '\ SURFACE REPLACEMENT I
I. -1~II'///~~~'iT'{12"UIN.\'~'/~.w-!-"'" .'1
z I~'" .r:-" I ,,;;, ~ ~'J /.~
~ 1.5' (W) 1.5' REPLACEMENT BASE
. I TRENCH I MA lERIAL TO BE
", v"DTH UMEROCK OR PUG
MIX
t'- TRENCH WAll
~ UllUTY PIPE
"')'/ "
12-
~~.Y'
~
COVER TO HA~
NON-PENETRATING
_ PICK HOlES
.1:2
T~
~ ROTATE BEND 3<r
. SLOPE TO
TERMINAl DEPTH 1.00x
EXIST. ASPHAL llC
CONC. SURFACE
CI)
L&J
~
PROFlLE
BEDDING AND TRENCHING NOTES
1. Be = PIPE 0.0.
Bd = TRENCH v"DTH AT TOP OF PIPE
MAX. Bd = Be + 24-
MIN. Be = MAX. DIM. OF BELL + 8. (tJNSHEETED 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 UA TERIAl, DEPTH SHALL BE 6- BELOW BOTTOM
OF UllUTY.
3. SHEEllNG SHALL BE DRIVEN BELOW THE UTlUTY INVERT IF
REQUIRED FOR LA lERAL SUPPORT OR UNSUITABLE MATERIAL
REUOVAL WHERE DRIVEN BELOW PIPE INVERT. SHEETING SHALL
BE CUT OFF A MININIMUM OF 12- ABOVE TOP OF PIPE. OR
HIGHER AS AUTHORIZED BY ENGINEER. AND LEFT IN PLACE.
IN NO CASE SHALL SHEEllNG LEFT IN PLACE EXTEND HIGHER
THAN 30- BELOW SURFACE GRADE UNLESS SPECIFICAlLY
APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED.
4. PROTECllVE CONCRETE SLABS ARE REQUIRED WHENEVER
DEPTH OF COVER IS LESS THAN 36-.
5. BACKFILL TO BE COUP ACTED TO 98" DENSITY OF AASHTO
T -180 MODIFIED PROCTOR IN AREAS TO BE PAVED AND 95"
IN OTHERS.
NOTES'
1. BACKFILL SHALL BE PLACED IN 6- LAYERS FROU BENEATH THE'
HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98X
DENSITY PER AASHTO T-180 MODIFIED PROCTOR.
2. BASE MATERIALS TO BE PLACED IN TO OR THREE LAVERS ROLlED
AND TAMPED TO ABOVE SPECIFIED bENSlTY.
,. min.
4'-0-
24-
l
I I
~
L
\. J
'\
SEAL COAnNG-
PER COUNTY
STANDARDS
JOINT- - ~ \
(TYP.)
8- min. __ ~~
~TE ---....... _ .... 4.'~; ~
BENa-tING I ~ ~...:: .,-.
-L- r-: ..... ....~..
~
1/
~
I I
36-
Cl)P
~o
~
NOTES:
1. LATERAL INSTAllATION SHALL BEGIN AT ReES SEWER CONNECTION POINT
AND SHAU.. BE CONSTRUCTED TO WITHIN 5 FEET OF THE BUIlDING AT A
SLOPE SUFFlCtENT TO Y\El.D A F1.OW VElOCnv OF 1WO FEET' PER SECOND.
2. A BUILDING SIDE CLEAN OUT SHAl..L BE INSTALLED WITHIN FIVE (5) FEET
OF BUILDING.
3. BENDS WIU. NOT BE PERMmm BETWEEN THE ReIC\ SEWER AND THE CURB
SlOE ClEAN OUT. '
4. THE PIPE SECTION BE1WEEN THE CURB SIDE CLEAN OUT AND THE BUILDING
ClEAN OUT SHAll BE INSTAUED WITH OUT BENDS.
5. THE CURB, SIDE CLEAN OUT SHALL BE FORMED USING A WYE AND A 45-
ELBOW. THE CLEAN OUT 8E1WEEN THE ~ ElBOW AND THE SURFACE SHAlL
BE STRAIGHT WITH NO. BENDS OR ANGLES. TEE CONNECTIONS WIll NOT BE
PERMfTTED.
/
2'"
f3
~
FRAME AND CO\€R TO BE 1RAFFIC
BEARING U.S. FOUNDRY 1227 OR EQUAL
STANDARD COWR AND F'RAYf: DnAL
9-
~
1. FRAME WEIGHT TO BE 220 LBS.
2. COVER WEIGHT TO BE 190 l8S.
J. CO\€R TO BE MARKED:
SANITARY
iED
4. WEIGHTS TO BE STAMPED ON
FRAME & CO\€R.
5. FRAME & 00\0 TO HA~
MACHINED SURF' ACES.
STANDARD lLATBRAL
SBWBR CONNBCTIONS
STANDARD ROADWAY
OPEN CUT DBTAmL
COMPACTED GRAVEl
OR CRUSHED STONE
CAST -IN-PLACE PRECAST CONC. BASE
CONCRElE BASE INlEGRAL WITH BOTTOM
SANITARY "ANWnI_~
Al TERN A 1E PRE-CAST TOPS:
1. ECCENTRIC CONE
2. FLAT SLAB TOP (6- MIN. lHICKNESS)
SANITARY ,MANHOLE
r DOUBlE CHECK. BACKFLOW
PRE~NnON AssatBL Y
/SCH. 40 GALVANIZED
PIPE & FlTnNGS.
, PRO\1DE TEMPORARY
~ SUPPORTS AS REau.D.
';IE' 1V- -:
T::l ..r::r:.>Q\.._ I:I. I..J.... .,
'<b I~ ----- 3/.. HOSEBIB
-r--- W/ VACUUM BREAKER
12- TO 30.
I~ ",,~2-SDR9POl.Y
r- = ~~ OR SCH. 80 P.V.C.
"~"~"W~~I^"~ 2- BALl nPE
CURB STOP
, WllH LOCK WHO
I{ 2- CORP. STOP
DOUBLE STRAP SADDLE '(TYP.)
EXtSllNG WA ttR UNE 7 . . ~.
i ~,g _ I~ WATER
~ - H]- 00 R. J
Bet
~ (SEE NOlE 1) If-
~ Be Be/4
COMPAClED '\ ~ (6 MIN.)
SELECT C. COMPACTED
MA lERIAl .. \''''1 BAO<ALL
~ i'~~~.
-~
. . ~~~/ ~~ -Bel.
~ i %'/h '/;/) _ _ (4 MIN.)
.-:; / ././ ~'L' :....:.. . ·
/ /,1 ~~ ' """" .. .
~".- "-.'.'w CON CRE lE
. \.11 I J ~:,:'l,:".. ..:.~
Be/2 - ... \. "'" ~::.::}:::::::::::::::~: r- UNDISTURBED
Bc/4 - .. '>-! ~'\":':'~'i':) ~ SOIL
(4 MIN.)-I- \:''''^''
B ./ ~ COMPACTED GRANULAR
( cl 4 ) BEDDING MATERIAL
6 MIN. PIPE BELL
CONCRElE CRADlE GRANULAR BEDDING
Bd
(SEE NOTE 1)
2. MElER
Jr -- COMPAC1ED
~ BACKFlU.
:I
\SURFACE REPLACEUENT TO BE CONSlSlENT
WI EXlSllNG 'MATERIAL AND OF EQUAL
THICKNESS
I TRENCH WlDTIi (W) + 4' I
I SURFACE REPLACEMENT , /EXlST. CONCRETE
SURFACE
- .
I,' ,'f. I...... ".", · .~~:. ~. :.:.... .;,. ..' '" - .,ft ..J... " .-.
. 1~////12- UIN.'/// /~
~ 1.5' I (M 1.5' REPLACEMENT BASE
. I TRENCH I MATERIAL TO BE
", WIDTH SAUE AS EXIST. BASE
~
)
Be
(/)
::I~~
~om
:I:~~
~~Q.
.....(1)(1)
~~~
,
i....'
f'
,..
:i. .",
2
~~ ~%1'0:;~~~~~~1'0:/ N
-2 ~0/~"L/~~~
/ .// ~/ ,ry(, / //
; ~~" "W0
: //:;~, ):./!!::}:::::::::~. ~ ~ Be/2
UNDISTURBED ~ ':p.:':';'i,:,:,:,;~,,:, ~ l-- SEE NOTE 2
SOIL " 'HAH,
PIPE BELL T' ,\v A
0,6 Be v {~PACTED GR~ULAR
TOTAL BEDDING UATERlAL
NORMAL TRENCH GRANULAR BEDDING
/)."~,, t
..J
~:I:
oO(/)
~ffi::l
~~~
SURFACE ~ ,~
TO BE ~ \ .J
UECHANICALL Y ~ ,!<,/>y
SAW CUT 12- VARIES
t'- TRENCH . WAll
~ UllUTY PIPE
".Y)
12-
nE-IN VAL~ MUST BE Q.osm AND
REMAIN LOCKED. COUNTY TO PRO\1DE
LOCKING MEOiANISM. VALVE WIll BE
OPERA lED BY COUNTY PERSONNa ONLY.
BACKPILL MBTBOD A
FOR ASPHALT
BACKPILL MBTBOD B
FOR BARTH
NOTES:
1. BACKFILL SHALL BE IN ACCORDANCE WITH SECllON 125-8
OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCllON. LA lEST EDlllON
2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAVERS. ROLLED
AND TAMPED TO SPECIFIED DENSITY FOR BACKFILL.
TBMPORARY JUMPBR
CONNBCTION DBTAn.
BACKPILL lMDBTHOD C
FOR CONCRBTB .
NOlE: LOCATION TO BE DETERMINED AT TIME OF
PRECONSTRUCllON CONFERENCE WI UllUTY.
11NNED WIRE CONNECTOR
AT E'ACH VM.VE BOX AND
AIR REI.EASE OR VACUUM
RElJEf' MANHOlE
/
~~~~~"""" / .......~~~~~~~
).~y.h.;>hy.?>>>~ . I D'A~>Y>>y~
<<~ '- 'Y:. '(,{- ~'-'X/'-~~,. , " ,
y>>fi'W )7) >>Wh~)..~'
<AV<~ ~~ ~<<<<~~
>0 ~ / ~~)..'v
~V <~, K(('0C~
\:,~ 'n ~;,\:,)'\:,
.._---""
No.12 THHN COPPER
SINGLE CONDUCTOR
DETECTOR WIRE.
ATTACH TO PIPE WITH
N'tLON CABLE nES PER
~ /.SPECIf1CATIONS.
~
Ul1UlY ~
MAR~ 18- ,.
TAPE ~ ____I J
""', 1----
, I
6- I'Ve SlEEVE~
~
I
I
-~-
'M
VALVE
BOX
/'
~I-~
I ~ ~., "'.: '",.
i ~I ....' ''''.
I.. 0.0. + 24- ..I
. :.;~:...;.:"; ~,.
-
AlTACH UTlUTY,
MARKING TAPE
AT 12 O'Q.OCK
No, 12 _1HHN'\.. 7 ON PIPE
~ -) "",.._A ~ ~
~ .."'v"~ '- v~~~~~~~~~~~,'\." :),
..... l - - _____ . -,
C ..~~- -~ I c.. r- ~
j 2-:1: CABLE TIES AT EACH ~
PIPE END & AT t OF PIPE i
BEDDING
\.
j
~ ~ ~ ~""'" ,'-
. l
~.
-.
v..
-
PIPE TRACER WIRE TO BE USED ON NON METALIC PIPES ONLY
PIPB DBTBCTOR WIRB MAIUCiDt
TAPB INSTALLATION
..
1
.\i-
.. ~
SCHEDULE 40 GALVANIZED PIPE
AND flTnNOS. OR nPE K COPPER
PIPE AND FlTTtNGS. OR SCHEDULE
80 PVC PI'[ AND FlT11NOS
~~CED PRESSURE DEVICE
UNION, r UNION
s..X' _XJ
r[]JfD rr~l:I I Jill I""
- ~ - ~
- r---....
/;FlNISHED GRADE
~~~ · SlDEWAU<
-I
-
j,y;r.. a..
. ~', ~~~,
If') _ {&- COMPAClED BACKFIll
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.. +-i : 1;" :: U t=WCt WASTE OPENING
~ ..1 --. - J~ ,(
WATER MAIN -- .... . ':1 ,
J M.J. GAlE "
VALVE 8 CU. FT. Of GRA'JEL
5/8- GAlV. 11E RODS J OR CRUSHED STONE
STANDARD CONe. . EAal SIlE (IIIN. 2 FOR DRAIN SUIlP
1HRUST BLOCK PER CONN. PIECE)
,
PUMPER NOZZLE
FACING SlREET
NOTE: HYDRANT TO BE PAlN1ED
W/ DUPONT 77~A OR EQUAL
OPERA nNG NUT
SET TOP Of VAL~ BOX _
TO FINISHED GRADE [18 SQUARE CONC. COLlAR
14 BARS AlL IN UNPAVED AREAS ONLY
AROUND '\
I _\ I I
)' ~-f[. I-'~ .
EXlENSION STEM Willi 2- SQ. YtftENCH' I~ ' _ (j) I
VtftENa-t NUT AND UPPER GUIDE REQ. 4 !!! ~
FOR MORE THAN 4' DEPlli. STEM SHAlL ~ Z- SCREW TYPE AD"-JSTABLE
BE PINNED IN PLACE. :> ~ VALVE BOX WI CAST
~~ ~~1tR~~~::T ~ ~ ~~ IRON COVER
~'~ ~ ~~
~ b$' .' 4 ~ e~VALVE (TYPE AS SPECIFIED)
~ '. -- II _ = ~
,', +-t- 7f 1.1 I ~
WATER MAIN ~ .. .':~' ~.4' :.'. .. ~~
,.: . . - . ~ . b' , .)', H ,., ~/';
, ""V.\_,--o..''V
L STANDARD CONe. CONC. FOUNDA 11 ON BLOCK
THRUST BLOCK MIN. THICKNESS Of' 3-
FOR FULL 'WIDTH OF VALVE
PROPERTY UHE -
18- DIA. OR 18- SQUARE
CONCRElE COLLAR IN
UNPAVED AREAS ONLY
ROAD SURFACE ~
\
I I~
~ n
ME1ER BOX AND uo:~
TO BE FlUSH filTH
FlNISHED GRADE
CURB 4- TO .--
C::J~~
CURB STOP
(LoactNG nPE)
t :=0, =30" !
~ to-< ,~ ,,~ "'~ '<.{ ~ ,<<,,~,'<t', : "<{''6..' '
. $OR 8 POLY
~
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U- . 'U
, ME1ER
...
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(n
.CORP.
STOP
~
. (( ~
~
NOTES: '
1. A POSIll\4E DlELEClRIC CONNECTION SHALL BE WADE BEnEEN
ALL GALVANIZED AND BRASS COMPONOIlS.
2. YE1ER SHALL BE ..STAt..LfJ) 8ETEN SIOEWAU< MID CURl ...
APPUCAILE. OR AT PROPERTY LINE AND .. NO CAE SHALL IT BE
INSTAU.ED .. SIDEWAIJ( OR 01HER PA\t:D MEA$.
3. USE PRIMER SUllED TO BASE MATERIALS. F'NSH Ym4 1WO COAlS
Of FOREST GREEN EX1ERIOR ENAMEL.
4. ON NEW IISTALLA11ONS, JHE BAacFLOW PRE\tN11ON DE*[ SHAU..
BE 1tS1ED ACOOADINO TO SE.WO.E COUNTY REQlMEYEN1S '8Ef'OR[
'DE ME1ER _TALLATION CAN BE APPRO\tD FOR USE.
V ALVB & V ALVlB BOX DBTAIL
DOUBLE S1RAP SADDlE
:::.----- WATER MAIN
FmB HYDRANT SBTI'JNG
3/4". 1". 1-112" & 2" WATBR MBTBR &
'BACKPLOW _I'.RBVM u "IKN
COMMERCIAL. INDUSTRIAL. AND tAUl T1-F NAllY SERVICES
NOlES:
1. F1RE HYDRANTS SHAlL BE PER CITY Of WINTER SPRINGS SPEaflCAllONS.
2. FIRE H"1DRANT TO BE LOCATED 4' TO 8' FROM'EDGE OF PA VEWENT IN BETWEEN lHE QJR8 AND SIDEWALK.
3. IN ORDER TO KEEP PLACEMENT OF FIRE HYDRANT BETWEEN CURB AND SIDEWALK. CONTRACTOR MAY NEED
3ODI11ONAL FlTnNGS SUCH AS ELBOWS. ETC. FROM 1HE MAIN TO 1HE HYDRANT.
4. VALVE BOX SHALL BE SCREW TYPE ~STABlE AND COVER SHALL BE MARKED: WAlER.
5. FIRE HYDRANTS CANNOT BE LOCATED .THlN 1HE RADIUS OF SlREET CORNERS.
NOTES: 1. COVER TO BE MARKED -WATER-. -SEWER- OR -NPW".
2. VALVES SHALL NOT BE LOCATED IN STREET CURBS.
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c:oN'TR t=L.ORAT AMI
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<GrIBNlBJRAJL NOTlBS
l hi '~~~I~Contractorehall be riJetble for all Nterlal6 and
Ea. cal f<'l" on thIS Landeca Plane and In the Land6c:at:)e
l~tlOI'I6. this evS1t. c;>f varia Ion between c:&aantfU. thouiI On
af~andeha~ ~~'a~I:a~~ ~'~pel.
at the time of bldc:hns. -'";' epanc
2. lhs lUOr'k ehall be coordinated with other tradee to i:'I"event
confllc:t&. Coordinate the t)1ant.1nc:I with the IrrlGatloh work to alMl's
avallabll1t~ and proper Iotatlon l:Sf Irrigation m.. and plant&.
3. All r:>1ant. materia I ~I!~ ~aded Florida No. 1 or belter a. outlined
=~=~F~~~~~v~I~
4. lhs Land6ca~ Architect ()r Oun!r &hall have the rlett, at a~ .ta~
~f the ~cttl':l to reject 31 and all work. and ....Ialt uftc.h Ill'
;:rri"datr= meet with requfrS1nent6 of ths&e
s. ~ 6h!1I be aruned to be free of tN.~ nre ant.. Sod
of = ~~'= L~~ '~~r",,~':a:~~~=
All 60d &hall be ~~ &t =t1ne If'roratall' ~ fOr
~~~I~~th;'~~.~'ff
be verlned with the 0un!Ir or pe Nc:hItect before In6tallaUon.
b. tiJ2.~ - AJI t:)1ant. bed6 and tree ftJlc.h ring. &hall be top cteMed with
-.3 pine ~rk.1lKl1c.h or a. epeclned, (or approved ~I).
1. Irr~atlon - All 1and6ca~1na thall be a~nled bu an automatic
lrr tlon 6Y6.teIn i:'I"ovld a"ftDtDt, cov.age and 6ha1l"be equipped
wi requfrffd ralrt &en6OI" lese.
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WOOD BTOCKADE FENCE (TYPJ
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VHITE F1.AG ABOVE TURNIUCIQ.E
110 GAUGE VIRE WITH GAL VNGZED
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~ ALlERATIQI AND CONSTRJCTIa.! ACTIVlTE6, IT 6I-IALL BE
iron ~TO fe10Vf VEGETATIa.! BY ~ OR TO PLACE SOil
DEPOSIT6, DEBRI&, eoLVENT6, ~TRJCTIa.! MATERIAL, J1Aa.41NER'r OR
01l-ER EGJJIPt'ENT OF ANY KIND Wl1l-I1N 1lE MINIt1.t1 SET6ACK OF A lTEE
TOFe1A1N ON &ITC LN.E6& 'OTI-E~6E APPROYS) BY 1lE CITY.
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NATrow. AfEeORI6T AeeOCIATIa.! (NAA) PflNMi 6T ANDARDS.
3. ALL TREE ROOTS EXI6T~ Wl1l-I1N APPROYS) tIPROVeSrr AREAS AND
ORIGINAT~ FRa1 A PROTECTED ne, 6I-IALL BE &EvERED CLEAN AT 1lE
LIMIT6 OF 1lE ~ AFEA INDICATED ON 1l-E PLAN.
4.1lE,~TIa.! 6Y6TB16I-IALL BE DE61GNED TO MINIMIZE ROOT
DI6'1lJFeAta TO EXI6TIl(; TREES AND 011-ER VEGETATIa.! TO BE
RET AItED. .
s. IN ADDITIOl TO TI-E 1lEEE ~ PlACE 8' LAYER OF ttJlQ.l
ARDtH) 1lE eASE, EXTEND~ TO 1lE ORIPLN:, OF ALl TYEE6 TO
BE BAYED.
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