HomeMy WebLinkAbout1998 11 23 Regular Item E1
COMMISSION AGENDA
ITEM E 1
Consent
Information
Public Hearin
Re ular
xx
November 23, 1998
Meeting
MGR. 11~ /D~
REQUEST: Community Development Department, Land Development Division, requests
Commission approval of an alternate Preliminary EngineeringlFinal
Development Plan for Kash n'Karry/Courtney Springs Apartments.
PURPOSE: The purpose of this Agenda Item is to request Commission approval of the
alternate Preliminary EngineeringlFinal Development Plan for Kash n'Karry/
Courtney Springs Apartments. The project is located south of State Road 434,
east of Creeks Run Subdivision, north of Howell Creek Reserve Subdivision and
west of Vistawilla Drive.
CONSIDERA TIONS:
The developers ofKash n'Karry and Courtney Springs Apartments (Contravest)
have submitted an alternate set of plans for the project that meets all Code
requirements and requires no variances or special considerations of the
Commission.
The engineering and landscape plans will be available at close of business on
November 19, 1998.
RECOMMENDA TION:
The plans as submitted meet Code requirements. Staff has no alternative but to
recommend approval.
A TT ACHMENT:
- Preliminary EngineeringlLandscape Plans
COMMISSION ACTION:
November] 9, ]998
To:
Mayor
Commission
City Manager
City Clerk /:;:)
Land Development Coordinator ~
.~
- '^
t) (t/\p
From:
Re: Commission Meeting November 23, ]998
Agenda Item E-l
Attached are the preliminary engineering/landscape plans for Kash n'Karry/Courtney Springs
Apartments.
Building Division ,
.Memo
To: Don LeBlanc, Land Development Coordinator
From: Don Houck, Building Official ~
CC:
Date: 11/19/98
Re: Kash - N - Karry and Courtney Springs Apartments Review Comments
No further comments
Page 1
MEMO FOR RECORD
November 19, 1998
From: Land Development Coordinator
Re: Preliminary Engineering
Kash n'Karry/Courtney Springs Apartments
I have reviewed the above referenced preliminary engineering for Kash n'Karry/Courtney
Springs Apartments and have no further comments.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
DATE:
November 19, 1998
TO:
Land Development Coordinator,
Donald LeBlanc
FROM:
City Engineer, /h/ -r!/J
Mark L. Jenkins, P.E. cr--
SUBJECT:
Kash n' Karry and Courtney Springs Apartments
Preliminary Engineering
A review of the subject Preliminary Engineering plans finds them to be in general
compliance with the Land Development Code. I recommend the subject Preliminary
Engineering, received by the City on November 19, 1998, be fOlwarded to the City
Commission for their approval.
If you have any questions, please let me know
cc: Community Development Director
CITY OF WINTER SPRINGS, FLORIDA
Code Enforcement
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6288
MEMORANDUM
DATE
November 19, 1998
FROM:
Don LeBlanc, Land Development coordinato~
Jimette Cook, Code Enforcement Specialist ~
TO:
RE:
Kash n'Karry and Courtney Springs project
I have reviewed the revised plans and find that they meet the standards of the New
Development Area for landscaping.
MEMORANDUM
TO: Don Leblanc, Land Development Coordinator
FROM: Glenn Tolleson, Bureau Commander InvestigatiOn~
DATE: November 18, 1998
SUBJ: Kash n' KarryjCourtney Springs Apartments.
I have reviewed the plans submitted on November 17, 1998. I have no other
comments on these plans.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708
Telephone (407) 327-1800
November 18, 1998
TO:
Don leBlanc, land Development Coordinator
FROM:
Kipton lockcuff, P.E., Public Works/Utility Director
RE:
Kash n' Karry Shopping Center/Courtney Springs Apartments
We have reviewed the revised preliminary engineering for the Kash n' Karry Shopping
Center and Courtney Springs Apartments signed and sealed November 16, 1998 and
recommend preliminary engineering approval.
File
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Community Development
MEMORANDUM
TO:
Don LeBlanc, Land Development Coordinator
FROM:
Thomas Grimms, AICP Comprehensive Planning Coordina~
DATE:
November 17, 1998
RE:
Kash-n-Karry/ Courtney Springs Apartments Projects
The concerns I had expressed in my earlier memo of November 17, 1998 concerning the
Kash-n-Karry/Courtney Springs Apartments projects, have been addressed and conform
to the requirements of the City Code - S.R. 434 New Development Area Design
Guidelines.
Specifically, the height of the entrance sign to Courtney Springs Apartments is now
indicated at maximum of eight (8) feet in height; and only one entrance identification
sign is indicated thereby eliminating the need for a variance to the minimum two hundred
(200) feet separation between identification signs.
WINTER SPRINGS
FIRE DEPARTMENT
102 NORTH MOSS ROAD
WINTER SPRINGS, FLORIDA 32708
lliLEPHONE (407) 327-2332
FAX (407) 327-8514
MEMORANDUM
To:
From:
Date:
Subject:
Donald leBlanc, land D. evel.opm. e. n..t ~.o... ordinator if !t-it- _
Timothy J. Lallathin, Fire Chief-.j~ J. tf~~
November 1~ 7, 1998 ". .." ::. ..
Development Review' Committee, "\. ""~"
Preliminary Engineering -.: Kash.Q\K:ar:rY~1 Courtney Springs
Apartments .~}>/~(;;'. :: "
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The Fire Departmept has(-revievled the plans on the a.bOVe;tefe~~~ced 1property as
submitted and seal~d datl3d November)6: 1998.' N~9;~dd,tidnal',cdfnments are required
at this time and there are no objections to ,the proposed~developments;
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PLANT LIST
Utln and Common Nam.. Size Space Qty.
R.O.W. LINE/FENCE LINE. CHAIN LINK FENCE (typ.
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(D.O.T.) Tree, . Palm'
POWER POLE TJOCATION (typ.) . - lIex 'Nellie Stevens' Platanus occIdentaIIs 12')(6'; 2-112" Cal.; A.S. 4
65 Gal.; 10'xS'; A.S. 8 Sycamore Uniform, Matched;
Nellie Stevens Holly 3" Cal.; Full to Pot Nursery Grown
PROPOSED 5' SIDE\VALK Lagerstroemla Indica 'Natchez' 30 Gal.; 8'llS'; A.S. 17 Quercus shumardll 65 Gal.; 12')(5';
White Crape Myrtle 1-1/2" CaJ.; 4' C.M.T.; A.S. 4
(DIO.T.) Shumard Oak 3-112" Cal.; 5' C.T.
Matched
LlgustnJm lucldum 8')(6'; 3' C.M.T.; A.S. Quercus vlrglnlana 65 Gal.; 12')(6'; A.S. 114
15 Live Oak 3" CaI.; 4' C.S.T.;
L1gustnJm Tree 1-314" CaI; 3-4 Major
Tnmks; Matched Matched
Magnolia grandlflora 65 Gal.; 12')(6'; A.S. Ulmus parvlfolla 8'xS'; 2" Cal.; A.S. 8
7 Drake Elm 4'C.S.T.
Southem Magnolia 2.112" CaI.; 4' C.T.;
Matched; Unlfonn; Full
Shrubs, Ground Cover, . Sod
Juniperus parsonll
Dwarf Juniper
3 Gal.; 15"x18";
Full
24" O.C.
550
LIgustnJm lucldum
Japanese Privet
3 Gal.; 30"x24'
36'0.C.
650
Llrlope muscarl 'Evergreen Giant'
Evergreen Giant
1 Gal.; 9 P.P.P.;
Full
18" O.C.
650
Raphlolepls Indica 'Alba'
White India Hawthom
3 Gal.; 1Slx18";
Full
24' O.C.
200
Stenotaphrum secundatum
St. Augustine 'FIorltam'
Sod; S.F.
A.S.
TraChelospennum aslaticum
Texas Longleaf Asian Jasmine
1 Gal.; Full
12" O.C.
200
Vlbumum odoratJsslmum
Sweet VIburnum
260
3 Gal.; 3O"x24"
36" O.C.
PROJECT SIGNAGE (typ.).
Z ENTRANCE WALLS; 1 SIGNF'ACE . EAST WALL LOCATION
SMALL TO MEDJUrvt SIZED TREES.
(ELM, LIGUSTRl.M, REnaUD)
CRAPE MYRTLE
S.R. 434 BUFFER TREES: 1 DECIDUOUS TREES EVERY 50'.
REMAINDER OF TREES IN THIS AREA TO BE
95" EVERGREEN, 5% DECIDUOUS
S, R. 434
LANDSCAPED ENTRANCE FEATURE
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INTERIOR TREES: LIVE OAK/
. SYCAMORE SHADE TREES
WETLAND AREA
WETLAND AREA
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A..C.O.E. nJRISDICfION LINE SJRWMD JURIDICfION LINE
, WMD BUFFER
CONTINUOUS SHRUBS (to be 3' in height one year after planting)
EARTH BERM/LANDSCAPE BUFFER (ALONG EAST PROPERTY LINE)
ONE TREE EVERY 75'
CONTINUOUS SHRUBS
NOTES:
1.
2.
,3.
4.
SIDE AND REAR PROPERTY LINES: ONE (1) CANOPY TREE SHALL BE PLANTED PER 75 LINEAL FEET.
ONE CANOPY TREE WILL BE PLANTED PER ISLAND.
THE PROJECT BACKFLOW PREVENTOR AND ALL A/C UNITS SHALL BE SCREENED WITH PLANT MATERIAL
THE SITE COMPA~OR SHALL BE SCREENED WITH LANDSCAPE MATERIALS AND A MASONRY WALL
CONSTRUCTED ON. EACH SIDE.
-.
EACH BUILDING ~HALL BE LANDSCAPED WITH FOUNDATION SHRUBS, EVERGREEN GROUNDCOVER, AND SIlADE TREES.
AREAS OF THE SiTE THAT ARE NOT LANDSCAPED SHALL BE PLANTED WITH ST. AUGUSTINE SOD.
ALL VEHICULAR USE AREAS AND PARKING AREAS SHALL BE SCREENED WITH LANDSCAPE MATERIAL FROM ROAD
RIGHTS-OF-WAY.
OVER 25% OF THE SITE SHALL BE PLANTED WITH LANDSCAPE MATERIALS.
ALL LANDSCAPE MATERIALS SHALL MEET OR EXCEED STANDARDS FOR FLORIDA NO.1 PLANTS AS SPECIFIED IN THE
CURRENT. GRADED AND STANDARDS FOR NURSERY PLANTS, PARTS'I AND II PUBLISHED BY THE STATE OF FLORIDA,
DEPARTMENT OF AGRICULTURE CONSUMER SERVICES. . .
IRRIGATION SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS. .
t. SOD
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MEDIUM SIZED EVERGREEN TREE
I.ICU'J11M'ot. D.M
NOTE:
THE S.R. 434 FRONTAGE WILL BE PLANTED WILL WITH MEDIUM TO LARGE SIZED
TREES TO AVOID A CONFLICT WITH THE OVERHEAD POWER LINES. THE DENSITY
OF THE TREES WILL BE WITHIN SUBSTANTIAL ACCORDANCE TO THE VISION
. COORIDOR PLAN. FOR TREE TYPES TO BE PLANTED, SEE ABOVE TREE LISTING.
(SEE LETTER TO PLANS REVIEW STA~F DA'tED 10/22/98 )
EVERGREEN SHRUBS.
UGUSTaUM. VIBURNUM.
INDIAN HAWTHOIlNE
5.
6.
___ 7.
GROUNDCOVERS
JUNIPER. JASMINE
EVERGREEN 51: .\DE TREJ;
UVE OU. 51'CA.MO.~'.
8.
9.
--
10.
AOCENTSHIMIS
PROTOTYPICAL BUll.DING LANDSCAPE PLAN
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Dwg.: TUS4BASE6.DWG
Released For: Date:
Owner Review: 11/18198
Bid Purposes Only:
Construction:
Job No.: 98002
Drawn Bv: SO
Desianed BY: KV
Checked By: KV
Scale: 1-=50'..0-
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SIGNAGE DESIGN
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CON TR AVE ST
COURTNEY SPRINGS
... "WINTER SPR1NGST FLORIJ)Ai:
. ~_. 1-".-" >
58' _ Oil
1+1 _~It
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PRECAST CONCRETE BAND!
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PRECAST CONCRETE CA.PS.l
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STUCCO.. SIGN WAll:
ELEVATION;
SCALE: NOT TO SCALE
1611 X 1611 TILE PANELS i
RAISED SIGN FACE i AREA! .....
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TILED BACKGROUND i
RAISED PLANTER i
RAISED LETTERING i
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GROUNDCOVER PlANTlNGS.
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ccnln aSSOciatES
Urban & Environmental Planner. · landscape Architects
500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040
C"TE J03 '.lUMBER
8'4.~e ~~0l5'2,...
COPYRIGHT (C) 1998 CANIN ASSOCIATES, INC.
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CIlY OF WINTER SPRINGS
STATE ROAD
434 &
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NO
CONSTRUCTION TRAFFIC IS PERMI1TED
ON VISTAWILlA DRIVE
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VISTAWILIA D
KASH nl KARRY SHOPPING CENTER
OWNER I DEVELOPER :
WAYNE STUBBS
ZIMMER DEVELOPMENT CO.
111 PRINCESS STREET
WilMINGTON. NC. 28402
(910) 763-4669
ARCHITECT :
ARCHITECTURE PLUS INTERNATIONAL
2709 ROCKY POINT DRIVE. SUITE 201
TAMPA. F'LORIDA 33607
(813) 281-9299
LANDSCAPE ARCHITECT I SURVEYOR I ENGINEER :
JOSEPH F'. KOLa. P.E.
DOUGLAS P. DIERLICH. R.L.A.
BOWYER-SINGLETON .. ASSOCIATES. INC.
520 SOUTH MAGNOLIA AVENUE
ORLANDO, FLORIDA 32801
(407) 843-!S120
PREPARED FOR
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TABLE OF CONTENTS
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SHBBT NO. DBSCRIPTION
I COVER SHEET .J'
2 GENERAL NOTES
.3 OVERALL SITE PLAN
4 SITE PLAN
5 HORIZONT AL CONTROL PLAN
6 PAVING.SIGNN;E & STRIPING PLAN
7 GRADING & DRAlNKlE PLAN
8 UTILn-Y PLAN
9 PAVING & DRAINAGE DETAILS
10 RETENTION POND & DETAILS
/I SEWER & WATER DETAILS
LD-I LANDSCAPE PLAN
LD-2 LANDSCAPE PLAN
LD-.3 LANDSCAPE DET AILS
THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND
SPECIFICATIONS AS CONTAINED HEREIN WERE DtSIONED TO APPLICA8LE
STANDARDS FOR DESIGN. CONSTRUCTION AND ~INTENANCE FOR STREITS I ~
:::N:;:::A::"S:: :::::R~: ::EF:::;::LD::A::~~ ~1:::::PORTAtION.~ i~;
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S.R.434
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KASH n' KARRY ;
SHOPPING CENTER
SITE LOCATION
........,.. · PU..... . ......,.. . '."'."_fAL
520 SOUTH MAGNOLIA AVENUE I ORLANDO. F'LORtOA 32801
407-843-5120 . FAX 407-649-8664
OCT08ER I 1'1
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COURTNEY
SPRINGS APARTMENTS
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KASH nl KARRY
SHOPPING CENTER
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THE NEAREST 100 YEAR FLOOD PLAIN (16.7' NGVDJ AS INPUTIFICA SY FEMA IS APPROX.
700' WEST OF THE SUSJECT PROPERTy (P.NEL . 0005Cl
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DATE
FLORIDA
OAT[
O[SIONEO
CHEaCED
SCALl
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WINTER SPRINGS
Bo GLETON
& ASSOCIATES, INCORPORATED
BY
DESCRIPTION
Lh REVISED PER CITY Of wt4TER ~S
DATE
10-16-98
OVERALL SITE PLAN
TUSCAWILLA PARCEL 15, TRACT 1C
kASH N' KARRY. SHOPPING CENTER
........... ., .u....... '...1.'.. . ...,.......'A..
520 SOUTH MAGNOLIA AVENUE : ORLNIOO. FLORIDA 32801
407-843-5120 . FAX 407-t49-8884
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'"/ '~I FUTURE EXPANSION I I I
~.~ DRY RETENTION !! I 9.650 SO.FT. :,' ~ - - - - - - - - - - - - - ~ - - - , - , - - - , - -,.. -! (
""" """ ,,~. POND I, I I HC HC I
~ _ - - WffH UNDERDftAlN " . ' '
" " :/-/ - TRICT A I I I - I
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\ \ \ \ KASH Ii' KARRf I He He I
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\ \\ \ \\-~ \\\\ \. "/~! !, ~ U; :::. n tl - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - . .....I! (
\\ \ \ ....-.-.-.-.-. ..... U i ... ... ... :
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\ ~ \ ~ \ COMMERCIAL USE ' I I ' I
\\ ~ ' \ \, \ 1.IiD N:.! I ~ ~ ~ I
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Storm IIIH ,,~ " ~o.~ ~ ' , I a , I' I
::~~ ,,~~ ',~"'~~~', I i a RETNL..II' ! I
1,.,..,.29JO ,,~' , 6 " ....' , I srORE l. I I I
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" ~o. ~ ' ~ ~ ....CO.o ..... , .... , 'I \. ~ 9~60 SO.FT. I' Ot.ff PNfCEL I I
, ~ ~ " " ..... ') I ',I COMMERCIAL USE I
, ~....~ . '", h.. I 1.22 ~
, 6 ~ "" "', " ....... .... Il~j ,i......... I ,. ,I ' I
,~ '......., -.. ............ 1 l IrI \rI \rJ ~ I I' I
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I' ,..... ''--- . ~ ~ ~~- J ,.. .., · I
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.7 / -_ .:::::-~ '~J ::::::_,oWl!P 5~ f ~ : .
, -_.....;;:.:::::- .d '.... -:::::::_ -~'oS'/~ ... :y
- _ _ .:::::- .:::::- lJ . .... , - ::::: ::::: _ O/.t __ ~~ft Pole
_ " -- -- --. .J FJ..;II! -- - - - ~
- '-. --- - :::: -- --------=------ -::-.....
........ ........ ... ....... __ === :::: __ _ _ _ _ _ __ __ == == - 2' miami curb
......... ~:-o.... ... ------==~ ~---
Storm MH--- _ -=.::::::::. _ - - - _ '
fop J5.!50 ~ ___ - -:::::. '::::::. _ - . - . ,
I,.",.J/.'" L. - - - '::::::. '::::::. - - - - . - - -. - ~;:== = = =:or = =- ==... =- - -- - -= =-.... =-.... -d=- ~ I
Storm III""" _ _ - '::::::. ___ - - - - - _ __ _ _ . _ _ _ _ _ _ _ _ _ _ _ J_ _ _ + _ grass mlldlan ~ ..J
fop J5.49 Ex. - - _ - '::::::. ~ = _ ~ Ug;';POIe - - - - - - - - - - . - i.,ti Pole - - - oil- - - - - - - -
,,.,,,. J/.30 . It)- ~c - - - === - - ~~-----=---......---------- - == - - - ~ - - ../ I
',.",.J/.35 ....~ - -- - - =:: =:: =::-
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II II r1
II II
SITE PLAN
rUSCANILLA PARCEL 15. TRN:T IC
KASH n' KNfRf SHOPPING CENTER
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EX/STING
TUSCANILLA - TRN:T /5
PLAT BK.43.PGS.48 " 49
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SITE DATA
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CURRENT ZONING
PROPOSED USE
TOTAL SITE ARE A
OUT PARCEL I
OUT PARCEL 2
NET KASH N' KAR~
PUD
COMMERCIAL
11.26 IIC.
1.22 IIC.
1.60 IIC.
8.44 .Ie.
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AREA
PARKING REOUIREDrONEW PARKING SPlICE F'OR E.leH THREE HUNDRECIl300J SOUARE FEET OF FLOOR
SP,4CE IN THE BUILDING EXCLUSNE OF STORN3E SPN::E.
KASH N' KAR~ .46.295 SO. FT.
PARKING REOOIRED, 46.295/300 . 154 SPN::ES
KASH N' KARRr EXPANSION. 9.650 SO.FT.
PARKING REoolREo, 9.6!50/3oo . 32 SPN:ES
TOTAL KASH N' KARRr PARKING REOOIRED: 186 SPICES
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1,.,..,.27.68 '~
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RETAIL STORE. 9:760 sa.FT.
PARKING REOOIREo, 9.760/300 . 32 SPN::ES
-
TOT AL PARKING REOOIRED, 219 SPICES
TOT AL PARKING PR(AlIDEOr 263 SPICES (INCLUDING HANDlCAPPEOJ
HANDICAP PARKING PRO./IDED, 12 SPICES
7. IMPERVIOUS AlfEA .73
OUT PARCELS TO BE 75% IMPERVIOUS MAXIMUM
BUILDING SETBACKS
BUILDING FRONT
BUILDING SIDE
SO'
35'
GENERAL NOTES
I. NO PORTION OF THE SrrE IS WrrHIN THE FEMA DESIGNATED 100 YEAR
FLOOD PRONE AREA. (PANEL NO.I20295 OOOSCJ.
2. THE ON-SffE WATER SYSTEM WILL BE CMNED AND MAINTAINED BY THE
CITY OF WINTER SPRINGS. FLORIDA.
J. THE ON-SffE SANITARY SEWER SYSTEM WILL BE PRNATELY ONNED AND
MAINTAINED.
4. BUILDINGS WILL BE SPRINKLERED AND ItIONffORED
5. NO CONSTRUCTION TRAFFIC PAST THE SOUTH ENTRANCE ON VISffANILLA
DRNE IS PERMITTED
6. BUILDING PAD AREAS SHALL BE CLAERED & CRUBRED TO DEPTHS OF APPROX.12 INCHED TO REIIIO/E
ALL DELETERIOUS MATERIALS. THEN PROOF-ROLLED IN NXORDANCE wrrH THE GEOTECHNICAL RECOMMENDATION.
-"'"
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LEGEND
EXlsrlIKJ
--....(}---
PROI"OSED
DESCRlPT'ION
SANIT ARr SEWER SYSTEM
STCJIIfM $EWER SYSTEM
'IIATER SYSTEM
F~ HYDRANT
I'UJIII DIRECTION
SI"OT ELEVATION
~XISTIItG CONTOUR
<<TNt. REFERENCE NUMBER
-----1 r-----
-----I__i----
II
- - -i><J- - -
---~--
"",.
.7:17
i
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.777
-----~~-22-___
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. .. II 10 N I
OESCRPTION
WINTER SPRINGS
SUlUTT AI.
CfTY CIIt
CCIUIITY
.....0.
I'M.
1fIIIIIOV'"
.sn
DATE
Bo
Be ASSOCIATES,
DESCRIPTION
DATE
BY
DATE
BY
GLEION
INCORPORATED
PATE
BY
DESCRIPTION
............ . P........ . .....w'''' . ..V......II1A..
520 SOUTH MAGNOLIA AVENUE: I ORLANOO. F.LORtOA 32801
407-843.5120 . ,. AX 407-849-8664
..... T
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SCN,E, "-50'
FLORIDA
DAtt
IIISIllIU
MClCl:D
SC'Ll
MO.I[CT NO.
n.t....
ItCtT
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PT
NO.
01
02
03
04
05
06
07
08
09
10
I I
12
13
'4
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
6<4
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
8<4
85
86
87
88
81
90
91
92
93
94
95
9&
97
98
99
100
101
102
103
104
PAVEMENT GEOMETRf
NORTH
11929.86
11879.72
11835.49
11772.16
1 1552.90
'1741.50
I 530. IS
I 876.31
I 899.75
1 819.05
866.24
776.89
552.66
602.28
652.29
866.20
74"26
543.56
871.20
886.20
612.20
642.20
842.20
542.20
602.20
652.20
742.20
752.20
832.20
929.55
502.23
602.20
612.20
1642..20
1652.20
1742.20
1752.20
1832.20
1842.20
1542.20
1504.46
1537.20
1430.71
1527.20
1537.20
1437.20
1602.20
1612.20
1642.20
1652.20
11742.20
1 I 752.20
1 I 832.20
11842.20
I 349.30
I 437.20
527.20
537.20
602.20
642.20
652.20
742.20
752.20
'32.20
842.20
811.20
886.20
321.64
311 .45
87 1 . 20
886.20
642.20
653.20
742.20
752.20
832.20
8"2.20
362.47
39 I .45
642.20
653.20
7"2.20
752.20
832.20
8"2.20
642.20
653.20
7042.20
752.20
I 832.20
I 1842.20
1 1362.47
11642.20
11653.20
11742.20
I 1752. ~O
11832.20
11842.20
11871.20
1 1886.20
11871.20
11886.20
I 1642.20
I 1652.20
LEGEND
a
j
~
J
~
~
~
~
...:,
EAST
7925.:33
7975.19
7977.81
7987.93
7988.72
7990.24
7993.99
8005.17
8005.33
8010.82
8015. 10
8017.55
8018.72
8019.12
8019.52
8020.13
8020.24
8020.82
8025.24
8025.24
8029.12
8029.52
8030.57
8030.94
8030.94
8030.94
8030.94
8030.94
8030.94
8035.41
8041.47
8042.94
8042.94
8042.94
8042.94
8042.94\
8042.94
8042.94
8042.94
8045.94
8050.94
8050.94
8077. SO
8079.94
8079.94
8082.28
8082.94
8082.94
8082.94
8082.94
8082.94
8082.94
8082.94
8082.94
8084.33
8094.94
8094.94
8094.94
8094.94
8 06.94
8 06.94
8 06.94
8 06.94
8 06.94
8 06.94
8 25.24
8 25.24
8 29.06
8 30.94
8 35.24
8 35.24
8 46.94
8146.94
8146.94
8146.94
8146.94
8146.94
8/54.50
8154.50
8110.94
8170.94
8170.94
'/70.94
8/70.94
&t70.94
8210.94
8210.94
8210.94
8210.94
8210.94
82/0.94
8234.50
8234.94
8234.94
8234.94
8234.94
8234.94
8234.94
8235.24
8235.24
8245.24
8245.24
8274.94
8274.94
PT
NO.
105
106
101
108
109
110
I II
112
113
t I 4
115
116
117
118
119
120
. 21
122
123
124
125
126
127
128
129
130
131
132
133
134
35
36
37
38
39
40
41
42
43
44
415
46
47
48
49
50
51
52
53
S4
155
156
157
158
/59
160
161
162
163
164
165
166
167
168
169
170
171
12
13
74
75
16
77
78
79
80
8/
82
83
84
85
86
81
88
89
90
91
92
93
94
95
96
97
98
99
200
201
202
203
204
DETNL REFERENCE MJM/JER.
~
~
~
~
,
::::
DATE
BY
NORTH
t 1742.20
1752.20
1832.20
1842.20
16"'2.20
1652.20
1742.20
1752.20
1832.20
1842.20
1928.71
642.20
652.20
742.20
752.20
832.20
842.20
871.20
886.20
642.20
652.20
742.20
752.20
1 832.20
842.20
1866.20
1652.20
1832.20
1876.20
1898.71
1391.45
1409.36
1489.36
1391.45
1409.36
1401.4S
'4\04\.36
1489.36
1612.20
1659.30
1898.55
1494.36
1499.36
1593.30
1607.20
1649.30
1928.46
1467.70
1482.70
1382. 10
1381.70
1462.70
/392.70
1367.10
1392.70
'''62.70
138".35
1321 .64
1367./0
/ I 368. I 7
376.97
327.51
329.76
455.97
419.68
5/7.02
558.89
593.30
608.30
61 3.30
4S I .73
353.47
613.30
455.26
319.43
487.81
I 558.89
"482. "
/ 1563.89
11603.30
I 1366.63
1 13"6.23
11269.69
11484.29
1..94...8
1594.'0
/603.30
1478.71
1499.05
1589.30
1613.30
1476.17
1498.21
1513.61
1589.30
1364.00
1649.49
1613.30
1682.68
'582.91
EXlsrlNG
---{)---
-----, r----
-----1__'----
- - -t><J-- - -
---'~--
INN:.-
e7.77
-------22-___
DESCRIPTION
EAST
8274.94
8274.94
8274.94
8274.94
8298.94
8298.94
8298.94
8298.94
8298.94
8298.94
8331.03
8338.94
8338.94
8338.94
8338.94\
8338.94
8338.94
8345.24
8345.24
8350.94
8350.94
8350.94
8350.94
8350.94
8350.94
8350.94
8360.94
8360.94
8360.94
8360.94
8369.49
8369.49
8369.4\9
8379.49
8384.49
8389.49
8389.4\9
8389.80
8390.94
8390.94
8390.94
8394.80
8394.80
8395.94
8395.94
8400.94
8421.03
8444.80
8444.80
8449.80
8449.80
8449.80
8454.80
8464.80
8469.80
8469.80
8479.35
8480.63
8483.90
8489.47
8490.39
8496.73
8512.42
8514.05
8522.08
8523.80
8523.80
8523.9"
8523.94
8528.9"
8529.50
8533.02
8533.80
8535.65
8535.91
8536.91
8538.80
8541.23
8543.80
85"3.80
8544.47
8549.48
8552.01
8565.75
8566.83
8567.80
8567.80
8569.99
8572.09
8572.80
8571.80
8583.39
8587.38
8587.80
8587.80
8595.54
8596.61
8600.64
8623.04
8630.64
PROPOSED
II
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fop 35.50 to- ""- -- -::::. -::::. ..... 1l.L4 -- - -- . IOO.!KJ' I
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II U \ i
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II II '
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Storm IoIH
top 3/.74
1N.27M
19
26
27
663
664
1196
5092
5093
5094
5095
6007
6008
6009
6010
601 I
6012
6013
6014
6016
60.7
1018
6019
6020
6021
6022
6023
60~4
6025
1'610.2205&
11276.87891'
0969.1188'
604.51005
704.588<45
911...30..1
277.01607
189.65692
789. 7398..
913.53403
913.31197
810.76100
855.70578
837.85400
7704.52100
I 9 I 2. I 563.
DESCRIPTION
SAN". ARr SEWER SYSTEM
STORM SEWER SYSTEM
WATER SYSTEM
FIRE HYDRANT
FUM DlREC1"1ON
SPr1r ELEVATION
~XISTII/(J CONTOUR
854....6'.
15'.66159
628.66225
627. ...782
627.61827
621.87088
628.01350
628.21611
628. ..7872
854.'6713
.5....6975
855.07236
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7902.98328
8029.29737
8209.34502
8612.96032
8603.76440
8105."2708
7965.14337
7966.76631
7940.57644
79"0.96835
19'0.26392
79.0.12900
7"0.86435
7'92.62700
'002.74000
8376..26..7
6026
6027
6028
6029
6030
6031
6032
6033
6034
6035
6036
6037
6038
6039
6040
604'
I 155.21491
I 855. "1158
I 66\."2192
1 662.09874
1 912.09148
3"'.&"/00
3"2.79767
380.21148
313.53918
535.19428
55'.06'10
553.196<43
<428.37""
837.90887
874.726.9
875.5183<4
8375.'4389
1004.66837
8004.25682
8375.22525
'318.22554
1254.22586
8190.22618
'126.22650
8062.22682
8318.94418
8254.94450
8190.94"82
6042
60<43
6044
6045
60<46
6047
6048
6049
6050
6051
632. ". 779
631.7"3/3
631.'/418
1521.75~7
1522.6053"
1381.01'67
1351.19227
1327.89806
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1506.86970
DATE
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DESCRIPTION
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8062.1<45"6
8607.73085
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8127."1197
8121.53069
1013.98356
8001.23"11
'044.01770
100".01790
8061 .59333
7992.86880
1240./..281
7"0.14"06
8375.2<4108
8610."5195
8556.2<4011
8555.891"1
'285.89276
'511.79635
1<49'.84152
1554."3858
'420.27136
'420.79372
DATE
BY
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LEGEND
DESCRI"'-/ON
SNIff ARr SEWER SYSTEM
STORM SEWER SYSTEM
WATER SYSTEM
FIRE HfDRNiT
FLOW DIRECTION
SI't1T' ELEVATION
EX/sr,N(; CONTOUR
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DESCRIPTION
PAVINGSIGNAGE & STRIPING PLAN
TUSCAIIILLA PARCEL 15. TRN:T IC
KASH If ICNfRr SHOPPING CENTER
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DRAINAGE
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407-843-&120 . FAX 407-84Q-8884
BOTTOMS
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COItrItN:TOIt IS 1f€SI'OItSIlJLE FOIt IUlMTElfNIU AS I'OU.IJIitSI
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FLORIDA
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INCORPORATED
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. TUSCMIl.LA PNfCEL 15. TRN:T 1C
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THICKNESS.
TRENCH WIDTH (W' + 4'
SURFACE REPLACENENT
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TRENCH WALL L VARIES
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SURfACE JOINT TO BE NECHANICALLY SAW-CUT.
NOTES
1. BACKF ILL SHALL BE PlACED IN 6" LAYERS FROM BENEATH THE HAUNCHES
OF THE PIPE TO THE BASE AND COMPACTED TO 98' DENSITY PER
AASHTO T-180 MODIFIED PROCTER.
2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND
TAMPED TO ABOVE SPECIFIED DENSITY.
STANDARD ROADWAY OPEN CUT DETAIL
SU.. co. 7-96
OPERCUT
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4"1
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EXTENSION STEM WITH
2" SQ. WRENCH NUT
AND UPPER GUIDE
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BE CENTERED ON THE
lTYP~::A:~::'~:D)~ ~
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BE CENTERED ON OPERATING NUT
r
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d
\
NOTES
1. COVER TO BE MARKED WATER, SEWER, DR RECLAIMED WATER.
2. VALVES SHALL NOT BE LOCATED IN SnREET CURBS.
3. FOR RISER EXTENSIONS SEE REOUIREMENTS IN SECTION 2.3 leI.
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1. INSTAlL rll.L LIMO'" JOINTS WITN TO'Al ....It OF JOI,", IGIIAL TO lilt OItUTtIt TMIIN
5Hl*f III TN[ Uk( AND Flit Till TOTAl (OUIVALINT LlMOTll IlI:GIIIItID.
2. ... ''''' lilt .... FlYTIIlCS All[ TOOlTlll1t UK FITTINeS ..lOt YiElD Ttl[ OItUTUT lUMlt OF
IlI:STIIAIIllD JOINTS.
3. CONTltM:TOIt SHM.l. "'IT Flit It(VIIW MID CGIIIENT6 DltAwllIIOS FlIIt IlI:STIIAIIllD JOINT SYSTIII.
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DATE
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Be ASSOCIATES, INCORPORATED
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Revisions:
Oat9 DssCflptlon By
. (J16/~1I ""'0 v n 4nc. I/. '0
I,'*k/_ ",
R..".. l10nd At....
8/24/98 It.., Entl tndflf10 SAM
g/tll/98 :r~J:&/.' (tonl SAM
11/13198 1Z,:.t4'!J;~,:':." SAM
R<<nov. Sulf., W4I1
Along 8. * Prop Ln.
11/"198 R.vf.. ,1., atr. SAM
Comm."t.
-~
Notes:
-
-
ROA
North
RETEN'1
PONL
o 30' .30'
Scale: 1":30'
Scale: - '.z3CY
Date: 8/4/98
Design: BJD
Drawn: 8JD
Checked: OAP
Dwg FilII: LNDt-C.DWG
--4
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FILE: KNK 1 '
Sheet 01
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Dat9 I
1/6/911 z"
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IfII3/98
;;;;;;;s .
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Notes:
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Scale:
Ii
Scsle: rz30'
Oat#}: 6/4/98
Design: BJD
Otawn: BJD
k"l. OAP
Chflc ev. . WQ
Owg File: LND2-C.D ,
LO-2. '
FILE:.KNKI
01
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,. . G' IlNDc"'C.D\.Ju
Nl<IIPLANNIN .._ .
2lANDIK '. .
LANDSCAPE SPEC/FICA TIONS
PART I - GENERAL
1.01 WORK INCLUDED
a. Plant Materials: With reference to rnethclj of cultivotion. root
5 ys t ems tat '..I S. e t c ., P I ant s for , and s cop in g s h 0 II be c I 0 S s i fie dun -
jer the following designations:
a. Excayation of Planting Beds and/or Plant Holes:
4. Contractor is responSible for protection ogalnst mechanicol
damage that :ncludes providing protection from vehic~es. in-
CIUijing the posting of approved Narnlng signs and barricades.
as might be necessary. He shall repair. restore or reploce
any plants or plantinll creas which might become dal'l1aged as
a result of any negligence by him in compiling with these
requirements. As a specific requirement of these conditions,
the Contractor shall be responsible far assuring that 011 plants
at the time of. final inspection exhibit the characteristics and
qualifications required for the grade of plant as originally
specified.
1. 'Nhere e<cavatian encounters moterials which ore unsuitoble
for plant grONth. 011 unsuitable material shall be remO'.ed
and replaced with topsoil. meeting the requirements of
paragraph 2.01-C herein, or as othrewise directed by the
Landscape Architect.
A. Tne work included in this Section consists of furnishing, planting,
Natering. fertilizing and mulching ell prants and lawn areas of
species, size anlj <.Jualityn the locations indicated on the draw-
ngs or os directed by the Landscape Architect.
1. Boiled and Burlopped: Plants so classified sholl be duq with
firm naturol root bolls of earth, of sufficient diometer and
depth to include most of the fibrous roots. The root ball of
these plants shall be properly Mapped With burlep sack ma-
~erial and remain protected and Net until they are planted.
fhe plant shall be handled only by the earth boll and not by
tre plant itself. All balled and burlcpped plants whch can-
not be planted immediately upon delivery shall be set on the
ground end sholl be weil protected with sod, I't'et moss, or
other acceptable materiol. The plants sholl be set with the
burlap cover intact and with the burlap showit"1g, until :nspec-
t:on. At final 'inspection the burlap is to be cut aNay to
ground level or' as otherNise specified and then completely
covered Nith soil. An y addit ion al plastic or n J'~ on strapp in g
or tNine is to be completely removed from rootboll prior
to ~nstallation.
B. Inspections and Fina' Acceptance:
2.
1.02 DEUYrRY. STORAGE AND HANDLING
The plant hole exca'.ationS" shall be roughly cj1indrical in
shope. with the sides oppro:(imately 'Jertical. Plonts shall be
centered in the hole. Nith the trunk .Iocotion os shONn in the
p!ons pro"ided. Bottoms of the holes shall be loosened at
least 6 inches deeper than the required depth .of e:<ca'.atien.
5. Contractor shall be responsible fer any aejditional wotering re-
quired If irrigation prO'.8S to be inadequate far freshly planted
material.
A. Transportation ond Inspection: P!ont transportation shall comply
Nlth all federal and State re<]ulations.
1.03 GUARANTEE
C. Protection of E:(istinq Trees: The Contractor shall protect eXlstiniJ
trees from dam age. Nhere damage does occur, the Contractor
shall remove the damaged tree and replace it in kind and size in.
accordance Nith the instructions of the Landscape Architect and
the appropriate specifications. 011 at no additional cost ta the
ONner.
6. Except as otherwise specified. the Contractors work shall con-
form to accepted hodicultural prdctices as used in the trade.
A. The contractor shall guarantee all planting work for a period of 12
months and all sod for 3 months after the date of final accept-
ance. During this period. the Contractor shall continue the obser-
.ation of plants and guaranteed work. The Contractor shall sub-
mit monthly obser'.ation reports to the Owner with a copy to the
Londscape Architect during. the guarantee period. The purpose of
these reports is to state any malntenonce deficiencies observed.
It is the Contractor's responSibility to report these to protect his
guarantee. Failure to submit reports eliminates any claims that
the guarantee is not valid due to improper maintenance by the
Owner.
2. Container Grown Plant~:
D. G r a des: It s h a II bet her e s p 0 n sib i lit Y 0 f the Lan d s cap e Con t r 0 ct C r
to finish (fine) <jrade 011 landscape areos elminating (JII surface
~rregularities. depressions, sticks, stones ond other debris .to the
sotisfaction of the Landscape Architect. After the grode has been
established anlj cornpocted to the reqUired Ijepth, no sod shall be
!oid until the IJrade has been appro'.e1j.
1. The Landscape Contractor is responsible fOf' coordinat"ng
per:adic inspection meetings with the LrJndscape Architect.
Inspection meetinqs are to be scheduled at 50%. 90%, 100%
of londscape construction. A.II insufficiencies and mo(jifications
os :dentified by the Landscape Architect or O....ner rJt the time
of the inspections are to be completely oddressed prior to
nspectlon cppro'.al and scheduling of the ne:(t periOdic inspection.
Upon completion of all work, including maintenance, the Con-
tractor shall arranqe for a final inspection. TiJe landscape
Nork may be rev:ewelj for acceptancen .pads. prOVided the
Nark comprises one full unit or area of suOstantial size.
o. Conta:ner grown plants shall ha'.e been grONn in a con-
ta:ner large enough and for sufficient time far the root
. systern to have de...elopedNell to hOld its soil together
I.rm and....hole. No plants shall be loose in the contain-
er. Plants which ha'ie become pot boun<j or for which the
top system is too large far the size of the container will
not be acceptable.
'\
B. Replacement of Defective Plants: Any dead plants or plants shaw-
.ng indication of probable non-survival or lack of health and vi-
'Jor, or Nh ich do not e:<h Ib it th.e ch aracter i st ics to meet spec ifica-
tions. shall be replaced within two weeks of notice from Owner or
Landscape Architect. The replacement plants shall be furnlshed/
.nstalled at no additionol cost to the Owner and shall be guaran-
teed for 6 rno?ths from time of installation and acceptance.
All replacements shall meet original specifications.
.3.02 PLANT1NG
Setting of Plants
2. Date ot Final Acceptance shall mork the beginning of the
Guarantee Periad.
b. All containers shall be cu~ and opened fully :n a manner
such a SN ill not damage the root s Y15 tern . Container
grONn plan t s sh all not be remo'.ed from th e con tainer
until immediately before planting, when all due care sholl
be taken to prevent damaqe to the root s,stem.
1 . 't,!h en I ON ere din tat h e h 0 Ie. the p I ant s h a II res ton 0 pre p c: r e Ij
hole bottom such that the roots are level Nith, or slightly
above. the le...el of their pre'.ious qraNth ond so oriented such
as to present the best appecronCI3. The Contractor, .when
set r n g p I ant sin h 0 I e.s. s h a II m I] k e 0 I , 0 w I) n C e '3 tor an. y ant i c i --
pa~ed settling of the plants.
2. The backfill sholl be rnode With prepared topsoil os spectfielj
her€'1nbefore and sholl be Lrmly radded ond I't'otered In, so
th ot no oir pockets rem a in. The quan t it Y of Noter <Jppl ied
mmediately upon planting shall be sufficient to thoroughly
moisten all of the backfilled earth. Plants shall be kept :n a
moistened condition for the duration of the planting period.
D. Unless otherwise approved. the Landscape Contracto" is responsible
for removal of all tree staking and guying systems at end of
I]uarantee period. unless it is determined that the support systems
should ren:ain in place for an extended period of time.
C. Guarantee Inspection: At the enr] of the quarantee period, inspec-
tion of plants will be mClde by the Landscape Architect. Upon
Mitten notice requesting such inspection, submitted by the Con-
tractor at leost 10 dl)Ys before the anticipated inspection. All
defects discovered shall be repaired or replaced by the Contractor
at no co'st to the Owner unless otherwise approved.
C. The Contractor shall notify the Owner and Landscope Architect ten
Ijays pr ior to the end of th e guaran tee period and such quoran tee
shall be extended until notification is recei'.ed.
.3. Bare Root Plants: . No bOte root plants shall be used.
D. At the end of the guarantee period. all plants that are dead or in
unsatisfactory growth shall be replaced Nithin two Neeks.
C. Planting Materials:
,1. Topsoil:
1.04 JOB COt'~DITlONS
A. Protection: The Landscape Contractor shall protect all materials
ond work against inJ-uy from any causes and shall provide and
maintain any necessary safeguards for the protection of the public.
He shall be held responsible for any damage or inj.Jry to person or
property I't'hich may occur as a result of his negligence in the pro-
secution of the Nork.
0, fopsoil shall be a friable loam. typical of cultivated top-
sods locally. containing at least 5 percent of decayed or-
qanic matter (humus). It shall be taken from a well
ejrained. arable site. It shall be reasonably free from
I't'eeds. subsail. stones, clads. sticks. roots or other ob ;ec-
tionable extraneous matter or debris. It shall not con-
tain toxic materials and shall have an aCidity ronge of
pH 6.0 to 70. Topsoil from nut or torpedo grass infested
Nill not be acceptable.
A. Cleaning Up the Site: l.Jpon completion of any landsca'pe project
the Contractor must thoroughly clean up the project site. In
addition to removing ail equipment. unused materials, deleterious
moteriol. and surplus excavated material, the Contractor shall
fin e grode all distu rbed areas and th e oreos od jacent to the new
plantiniJS to provide a neot and uniform site. All damaged or al-
tered existing structures, as 0 re~l..Jlt of the landscape work. shall
be corrected.
3.06 ADJUSTMENJ AND CLEANING
B. Stoking and Guying: It is the responSibility of the Contractor to
m 0 i n t qi n a II p I ant sin a p I '..I m b , '..I P rig h t po sit ion u n t i I the end 0 f
the guarantee period. Staking shall be the option of the Lendscope
Contractor, unless oth€rwise directed by the Landscape Architect.
All damaged plants resultinq from the lock of proper. stekinq IJn<1
IjU ling shall be replaced by th e Con tractor at no e:( pen se to th e
ONner. All tree guy wires shall be flagqed ....ith yellow safety ribbon,
or approved equaf.
B. ElClstrng Condltrons:
1. The Landscape Contractor shall exercise care in digging ond
other work so as not to damage eXisting work including un-
(jerground pipes and cables, and the pipes and hydrants of
Natering systems. Should such overhead or underground ob-
structions be encountered which interfere with planting, the
Londscape Architect shall be consulted to recommend adjust-
ments to the plant locotions to clear such obstruction. The
Landscape Contractor shall be responsible for the immediate
repa:r of any darnage caused by his work. (See Section 3.01)
b. Any required sail testing shall be the Controctor's respon-
Sibility.
c. Soil Preparation: Prior to 'placing mix and backfill. or
commencing Nith planting, rototlil ony or all areas that
hove been previously compactelj o"e' 90 percent for other
con3truction purposes.
C. Pruning:
PLAN T 'LlST
1. All broken or damaged roots Shall be cut off smoothly and the
tops of ell trees sholl be pruned in I) rnenner complyinql't'lth
standard horticulturlJI practice. At the time pruning IS com-
pleted, all remaining wood sholl be oli'.e. All cut surfoces of
1 inch or more in diameter, above the I]round, shall be treat-
elj with an cpproved commercial tree paint. Fine pruning for
tree shape and appearance shall be (jone only un,jer the dir-
ection of the Londscape Architect.
93
2. Should minor amounts of ob jectionoble rnaterials such as old
concrete. asphalt, or other debris be encountered during planting
operation, they shall be removed from the site by the Landscape
Contractor. If it is determined by the owner or Landscape
Architect that the amount of debriS is excessive. a further
rjetermination of responSibility for removal will be made.
2. Fertilizer: Fertilizer shall be a complete fertilizer. of which
part of the elements shall be deri'Jed from orl]anic sources.
It shall contain the following rninimum percentages by weight:
S ecificQ tions
Crepe ~yrtle
, h..sco.roro.'
Lo.gerstrcer1l,o. indico.
'T 'J sc o.r ora.'
B'-10' HT. X 4'-5' SPR, He..llti-Tr'.~^k, Min 5 Ma.ln
Trt..r:ks, Fr...H Hea~y ROVided Canopy, No
Scar red T r '...f'./.< 5, Kin 5' C. T.
12'-14' HT. X 7'-8' SPR, Slngh~ S~raiifd: TrUl1k,
FI..-\! Hea'.y ROUllded Carlopy, MIN. 3' Cal.,
5' C.T., Sp~ciM~n Quality
12'-14' HT. X 7'-8' SPR" /in. 3# CQt., 5' C.T,
S;"gh~ S~rQ~t f runk, No Lo. Cro~ch. rl...H
Rowded ForM, Hea.'i Co.nc
12'-14' HT. X 7'-8' SPR, Min. 3' CoJ, 5' C.T.
Slng{~ S~raj~t Trunk, No La. Crotch, FuH
Rou(1ded ForM, Hea~y Co.ncpy
See P{a(ls for C.T. Hek;hts, Batted, No
SCQrre,j TrtJ.nks, Trick Cal;per, Min. 9 Froods
per Head. rlJI Heads
1l),-12' HT. X 6'-B' S~R.. Sili9~~ Str(ljght Trt.ll'J<,
f"uH Hea.~y ROlJl1dro Canopy, M"in. Y Co.t..
5' C.T, SpeCiMen fltIa,lit
LI
o. Nitrogen N - 6 percent
b. Phosphorous P - 6 percent
c. Potassium K - 6 percent
d. (Or other anal,sis os may be approved by the LIJn(jscape
'\rch itect).
If. In addition. the recommended micronutrients must be
present In the guarcnteed analysis.
Southern
Mo.gnolia.
MG
3
Ma.gnolio. grandifloro.
2. Any prunin<.} resultin<J in the decline. Ijieback. or ml)lforrnation
of the installed materiol, wll be the responSibility of the
Landscape Contractor, Gnd will result in the replacement of
materiol at no additional cost to the Owner.
QL
Laurel Oak
QuerCIJS lo.urilfotia.
50
1.0~ aUAUTY CONTROL
A. Tne Landscape Architect shall have the right, at any stage of the
operations. to reject any and all work and materials WhiCh, :n his/
her opinion. do not meet with the requirements of these specifica-
tions.
QV
50
Live Oak
Quercl.,AS ....irginiona
D, Mulching: Within one week after the planting. mulch material shall
be uniformly applied to a minimum loose thickness of 3 inches
over the entire IJrea of the backfilled hole or bed The mulch
shall be maintained continuously in place untl the time of final I
nspection. Mulch shall be premium grade pine bark mlni-nugl]ets
fu r n ish e d : n 3 c u / f t bag s 0(' in b u I k . A II m u I c h r) reo S 0 r e t 0 b 13
thoroughly watered in and raked to a uniform depth IJnd appearance.
Based on exist ing sail conditions. "M ilorgan ite" fertil izer ma y be
substituted and/or supplemented as directed by the Landscape
~rchitect ot the folloHing .rotios:
(1 Cup = .345 Ibs.) .
(2.9 Cups ::w 1Ibs.)
So.bo.l
Poln
UlMOS
Parvifolio
Sobo.l
Po.lMet to
Dra.ke
E{M
SP
23
B. All plan ting shall be performed by personnel fam iI iar with plant-
ng pracedure and under the supervision af a qualified planting
foreman. An English speaking landscape formon shaH be on site
at all time during landscape or hardscape in stallation.
UP
25
14.5 cup, / Palm
8.7 cups / 12'-16' Material
5.8 cups / 8'-12' Material
2.0 cups / 6'-8' Material
1/2 cup / 3 Gal. Material
1/4 cup / 1 Gal Material
5.0 Ibs. or
3.0 Ib9. or
2.0 Ibs. or
.69 1bs. or
:19 Ibs. or
.10 Ibs. or
E. Wotering: The Contractor shall continue Noter:ng for as long as is
necessary to property establish the new plantings. Core shall be
token to prevent staining of new construction where temporary
...ell water is used.
138
Itex vOMitoria
'Nono Schellings'
Min. j GQI. 12' HT x 12' SPR. ruH Rounded
rorM, Pr'.Jt'\Ii~d into SYl"uwtrica.1 rQ('M, 24' D.C.
SHRUBS
C. All I't'ork shall comply Nith applicable cades and regulations for
the particular j.Jrisdiction of the project. It is the direct
responSibility of the contractor to familar;ze himself with such
regulations prior to initiation of Node
D'Na.rf Schellings
Hatty
Southern
Red Cedor
IYN
t. Pest Control: Prior to Final Acceptence, occurance of scales. bor-
ers, foliar feeders. aphids. mites, leaf-spot and dieback, nema-
todes and canker-producing fungi, shall be treated Nith appropri-
ote pesticide. .
G. All plants shall recei~e fertilizer during the planting period.
consistant Nith Section 2.01 c. 2
Pit tosporUM
.
Pi t tosponm tobira.
.
Min: 3 GQI, 24' HT x 24' SPR, r,..Iu
RO'Jnd~d ForM, D€ns~ roi{a.9~, 3D' ac.
Juniperus
siliClcolo.
M'1n. 10 Ga.l, 5-6' HT ,( 3-4' SPR, F"lil
D€ns() r ol~o.ge to Bose
D. The Nork shall be coordinated with other trades to prevent sched-
'.,i1ing conflicts with regards to irrigation. grodin<J. l..Jtility work, and/or
demobilization af equipment.
JS
22
1.06 aUANTIT1ES
4. Watering Agent: All trees, Palms, and large shrubs are to be
'planted Nith terra-sorb or approved equal similar in composition
unless speCifically waived by the Landscape Architect. Terra-sorb
(.3 oz. Pacs) are to be provided at the fallo....inq ratiOS:
1 Pac / Tree - 36'. Rootball
2 Pacs / Tree - Over 36'. Rootball
1 Pac / 20- 25 Gal.
5 Pac / 7-10 Gal.
25 Pac / 3 Gat. *
12 Poc / 1 Gal. *
685
PT
89
.3.03 BERMING
Pit tosporuM tobira.
'Va.r(ego. ta'
Vo.riego. ted
Pit tos onm
Indio.n
Hawthorn
SNeet
ViburnUM
ViburnUM
So.ndonkwo
Min. 3 GOoI, 24' HT ;( 24' W~, ruH
ROl..<<1ded F"Q('M, Den5~ rOl(ag~, 3D' ac.
Mh 3 Gal, 12' HT :( IS' SPR, ruH
Ro~ed r Qt"M, 3D' o.c.
M"n 3 Ga,l, 24' HT )( 24' SPR, ruLl rOI{age>>,
ruH RQf.;.flded Appea.rWl(~, 36' D.C.
Mln. 3 Ga.l; 24' HT x 24' SPR, ruH FOilaQli?,
rull ROUllded AppeararlCl:", 36' ac.
PTV
71
In the event of a conflict between quantities shown on the plant
list and plans, the plans shall control. Any additions of materials
required shall be submitted in writing and approved by the Land-
scape Arch itect prior to installation.
A. Fill dirt shall be locally obtained material from naturally drained
sources. free from dry, organic Ijebris. stones lorl]er than 1 Inch
diameter and other materials harmful to successful drainage ond
plant growth. Soil shall be well mixed and contain no more than
25 percent muck.
RI
648
Rhophiolepsis indica
ViburnUM
odoro. tissir1IJM
YO
549
B. Grade areas ~ndicated with uniform levels or slopes with no more
thon 4: 1 maximum slope. Unless otherwise denoted on the plans
provided. . Berms shall be qently rollinl) end porobolic ond shall be
smooth~d Nith a bo)( blode tractor prior to plonting. Finish grading
shall be I)ccomplisheej by hand unless on olternotive is otherNise
approved by the Landscape Architect.
PART 2 - PRODUCTS
2.01 MATERIALS
'IS
ViburnUM suspensuM
A. Genera':
*lnstalled only at direction of Londscape Architect
'..Inless otherwise specified.
ANNUALS AND GROUNDCOVERS
Juniperus
Parsons Juniper chinensis
'Parsonii.
Min. 3 GQI, 12' HT xiS' SPR, 4-5 RI....iners,
r'Ju ROlJl1ded ForM, FuH rOI(aQli?, 30' ac.
1. Nomenclature: All trees, shrubs and plants shall be true to
name as established by the American Joint Committee on
Horticultural Nomenclature publication '.Standard Plant Names".
The designr)ted authority for the identification of all materials
sholl be the two publications of L.H. Bailey, '.Hortus III" and
"'Aanual of Cultivated Plants", and all specimens shall be true
to type, nome, etc., as described therein.
C. Con tractor shall repair and re- establ t-3h grades in set tied. eroded,
ru t ted. or otherwise damaged areas.
JP
g87
5. Planting. Mi:(ture: Planting mi:(ture shall consist of appro:(i-
mately four parts of acceptable natural topsoil and one part
pul...erized peat or sterilized manure, and to each cubic yard
shall be added on,] incorporated by thoroughly mixing. four
pounds of commercial fertilizer having an onal,sis of 6-6-6.
Evergreen
Giant .
L:riope
Asia tic
.JasMlne
Liriope Musco.ri
'['Jergreen Giant'
T r~chelosperMuM
Asia. tiCUM
D. Acceptance: All berminq is to be :nspected ot'ld approved by the
Landscape Architect prior to any plant materiol instcllotion.
866
Min 1 Go.L, 18' HT, F"uH to f..dCJ~ of Pot,
.18' rrc.
LlR
2. Grade Standards and Quality: All plants shall be nursery
IJrown and shalt comply with all required inspection. grading
standards and plant regulations as set forth in the Florida
Department c)f Agriculture ,oGrades and Standards For Nursery
Plants", Ports 1 and 2 including revisions.
o. Acceptable artificially prepared planting compost materiol,
approved by the Landscape Architect. will be permitted in
lieu of the pulverized peat or sterilized manure. in the
prepared natural tOQsoil mixture for use os bock fill ma-
terial.
· NOTE: PAL:MS TO HURRICANE CUT ONLY IF APPROVED BY O'.JNER.
GeneTS/ Notes:
Liner Koterio.l, r'.JH Fo(icQ~, r'..IH rorM,
IS' O.c.
3.04 SODDING
TA
1.213
A. The sod shall be of firm, tau1jh te~ture having a compact growth
of qrass Nith (Jaad root development. it sh<1\l contoin no Bermudo,
Centipede or forpedo gross . Needs or onJ other ob jectionable
The soil embedded in {he sod shall be 900 clean eorth. free from
stones and debris. Tne sod .shall be free from fungus, ';ermin and
other diseases. Final turf shall ho'.e no areo (~reater than 12 square
nches of unsodded area.
o. The minimum grade for all trees and shrubs shall be
Florida No. 1 unless otherwise indicated and 011 plants
sholl be sound. heolthy and vigorous. well branched and
densely foliated when in leaf. They shall have healthy,
I't'ell developed root systems and shall be free of disease
ond insect pests. eggs or larvae.
6. IAulch: 'Nood mulch shall be premium qrade pine bark mini-
nuggets. unless otherwise directed. All mulch to be clean ond
free of weeds, moss. sticks, and other debris.
1.. All proposed Ma terial shall be Florida til or better.
2. All trees to l:le plo.nted Nith 'Terra. Sorb' or o.pproved equa.l
in three one Ol..mce handy Po.ck. COMposed of synthetic
Acryla.Mide CopelYMer, PotassiUM AcylatV Particle size of lOf"M
TOMM o.nd absorbtion rate of three hundred tiMes its~elght
in NO te...., appl Y d....y
3. An autoMa tic i....riga tion systeM to. kJe provided far all landscape areas.
7. Water: Suitable water for the irrigation of the new plantings
during the prO(jress of construction shall be provided and paid
far by the Contractor, who shall also furnish adequate Nater-
rng equipment.
B. ~olid sad shall be laid with closely obutt:ng joints I't'ith IJ tomped
cr rolled even surface. It shall be the responSibility of the Con-
tractor to bring the sod edge in (j neat. clean manner to the.
edge of all paving and shrub oreas as shol't'f1 on the pi ens.
/dter the sod is laid, a top dress~nq of clean sondl't'ill be evenly
applied over the entire surface and thrcrouqhly Noshed .In. ,i
determined necessary. Peg sod 0[\ slope? as required to pre...ent
sl~ppage. Fertilize 011 sod; 1 pounlj of ~~itrogen per 1, 000 square feet.
.3. Measurements: The minumurn acceptable size of all plants,
measured after pruning, with branches in normal positions.
shall conform to the specified sizes as sho...n on the plans.
Sizes specified are minimum stondards. Plants shall be equal
to or larger thlJn all categories (height, spread. caliper) of
size specification. Substontial deviation3 from these measure-
ments must be approved by Landscope Architect. Coliper of
tree trunks sholl be measured one foot above root ball, unless
otherwise specified.
8. Stakes and Ties: Stakes and tree ties shall be provided in
occordance with the requirements of Paragraph 3.02.8 herein-
after
4. No sUl:lstitutionsNltl be accepted NithOI...lt the~rii:ten o.pproval and
o.cceptance by the Landscape Architect.
S, All Nork shall proceed in a professional Manne.... iQ accor-dance Nlth
sto.rida.rci nl....i....se....y and installation practice.
6. Quantities as shONn on the plant list are for"" convenience only.
Landscape Con trac tor is ....esponsikJle for"" all plants shown on the
pla.nting plans. If dest....epencies arise bet~een the plant lis t and
planting plo.ns, the plan3 a....e to over....ide the plant lis t in all cases,
7. Lo.ndscape Cont....a tor is ....esponsible fo.... locating all existing and proposed
uneJergrouncl utllites, infras tuctu....e and irriga tlon lines prior to digging.
8. G....ound covers and shrubs to be laid out in Q consistant Manne.... as speified
in the plo.nting specifca tion~ and details.
9. No doubte ar"" Mt..1 ti-t....unk t....e~5 tmteS5 otherwise specified.
PART .3 - ExtcunON
.3.01 PREPARA T10N
.3.0~ FIELD QUALITY CONTROl
A. Maintenance Prl0' to Fino' Acceptance:
4. Plant Protection: Plants shall be protected upon arrivol at
the site by being thoroughly Natered. kept moist and proper-
ly mainta:ned until planted. All measures should be taken to
properly sucure the plant material end protect from theft.
Replacement of mGterial NIII be the sole responsibility of the
landscape contractor.
A. Under~ound Obstructions
1. 'Aaintenance sholl begin imme1jiately after eoch plant is plant-
ed and shall continue until Final AcceptIJnce. PIIJnts Shall be
I't'atered, mulched. weeded. pruned. sprayed, fertllize1j. cultiva-
ted and otherwise maintained and protected for the period of
time stated Qbove. Sod shall be mOl't'ed os reqUired.
1. Upon request from the Contractor, the Owner shall provide
plans showing locations of underground utilities and/or 'Nill
fJssist the Contractor in securing underground locations from
other public IJtility companies. such os telephone, electricity,
cable, fiberoptics, etc.
2. Settled plants shall be reset.. to proper qrode positian. planting
saucer restored and dead material removed. Guys shall be
tightened iJnd repoired os necessary.
2. In the event that rack, underground construction work. utility
lines or obstructions out of the ordinary ore encountered in
ony plant pit exca"ation, alternative loclJtions shall be select-
ed by the Lcndscape Architect. 'M1ere locations connot be
chonged and the obstruction3 may be remo'ied. the obstruct-
ions may be'revoved, the obstructions shall De removed to a
depth of not. less than J feet below grade IJnd no less than
6 inches below bottom of balls or roots when plant is proper-
ly set at the required grade.
.3. Defectlve work shall be corrected as soon os pOSSible oHer it
becomes apparent and weather permits. Upon completion of
plonting, the Contractor shall remove from the site e:(cess soil
and debris, and repoir an y domage to structu res. etc.. resul ting
from plan t in g operations.
10. All 8' t....ees to hQve 0. MiniMUM 4' clear trunk.
All 12' t....ee to have a MiniMUM of S'clear t....'...lnl<, unless othe....Nise noted.
11. Contractor is to verify thu t the irriga1ion systeM or zaY'1E? is f'...llly opero.tlonal
prior to plan ting. The Landscape Contractor NiH aSSUMl:? all ....esponsibility for Materia.l
r-eplaceMent due to Mate....ia.l decline or.l05S due to tack of 'Nah?r"".
12.
.,
~ I
All plantiY'1g beds to receive a 3' deep loyer" f"\fY'1i piY'1l:? bar-K f"\u(ch
unless an o.l terna tivl:? Mutch Is speCified on th~ approved plans p("ovided,
All Sabol PalMS to be planted a. MiniMUM. of 8' troM bock of curb unless
othe....Nis~ shoNn an the pla.n.
Landsco.pe Architect to be iMMedla te~y notified of any descrependes
fOl..Hid in the fi~ld,
Landscape Contrac tor"" to notify Landscape Architect 3 do.ys pr-lor to
in~tallation of Material.
Plant Ma teral to be field Qcljusted as necessary to prQveryt tonfllct Nith
exisHng and proposed utilities a.l'id irrigation QquipMent.
n'e Landscap\? Contractor is solely responsible for a.ll soit testrl'ig Qn~
o.Mel'iOMents to provide suitable fertil\? growing MediUM for all fns"tallecJ ptantings.
13.
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Landscape Detoils
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· 91RUBS & GROUND COVERS TO BE
SET AT 5lMILAR GRADE AT l"VHICH
IT WAS PREV'OUSL'( PLANTED.
Y SAUCER
)~ OF" SPECIF1ED
MULCH EXTENDED
BEYOND SAUCE.R
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SUBGRADE _
PLANTING SOIl
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CO~PACTED SOIL MIX
SETTING BED
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A. ALL SHRUBS a. GROUND COVERS TO BE OfF"SET THE MINIMUM SPACING DISTANCE tROM
EDGE Of" SIDE\/ALKS AND BACKS Of" CURBING.
B. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED BEDS SHALL BE PLANTED IN RO\JS
W'HICH FOLLOW' CURVES.
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C. SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR-
SPACED IN ROIJS" PARALLEL TO THE STRAIGHT EDGE,
PLANTING LA YOUT DETAIL
NOTE:
· PLANT SO THAT TOP Of ROOT
BALL IS E~N 'MTH THE
F1NlSHED GRADE
. fRONDS AND TERMINAL BUD
ARE TO REMAIN T1fO
· DO NOT ALLOW NNlS TO PENETRATE
PALM
· PALMS ARE TO BE PROTECTED DUR-
ING INSTALLATiON TO PREVENT
5CARR1NG
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IV13/ga Rllvf8. pllln, coun, I/AAI
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CommMt.
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Notes:
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3-2.X4- PRESSlJRE TREATED PlNE
SUPPORTS NAilED TO PINE SUPPQRT
ON PALM (EOOAl SPACED) ~
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BE.YOND SAUCER
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STAi<ES - TOP Of' STAKE
6. A80VE GRADE
PLANTING SOlI.:
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COMPACTED SOlL ~I
SETTI~jG BED
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PALM PLANTNG DETAIL
NOTE:
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SPREAD
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· P1...ANT so THAT TOP OF ROOT
BAtL IS rV(N '~m~ TI-<(
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DR AS NECESSAAl' nJR rIRM
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I'.RAPS fR()U TC4' '/1 CI ROOTBAU..
REMOV1: AU NOO-6100f:~OABU
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FILE: LND3.DWG.:'
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CIlY OF WINTER SPRINGS, FLORIDA
NO CONSTRUCTION TRAFFIC IS PERMITIED ON VIS11\WILlA DRIVE
TABLE OF CON~rENTS
SHEET NO. DESCRIPTION
I COVER SHEET
2 GENERAL NOTES
3 OVERALL SITE PLAN
4 SIT E PLAN
5
6-7
8
9
10
II
12
13
BOUNDARY & TOPOGRAPHIC SURVEY
GEOMETRY PLAN
GRADING & DRAINAGE PLAN
SEWER & WATER PLAN
PAVING & DRAINAGE DETAILS
SEWER & WATER DETAILS
LIFT STATION
LIFT STATION DETAILS
COURTNEY SPRINGS
. APARTMENTS
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COURTNEY SPRINGS APARTMENTS
OWNER / DEVELOPER :
BILL SHALLCROSS, P.E.
CONTRAVEST CONSTRUCTION, INC.
250 INTERNATIONAL PKY. SUITE 220.
HEATHROW, FLORIDA 32746
(407) 333-0066
/ / ;:J
ARCHITECT : F\if~( ~.~. \ '-rt-, ( -t L) f,J Ar'J\ L .
CHARlAN BROCK 8c ASSOCIATES
2600 MAITLAND CENTER PKY. SUITE 260
MAITLAND. FLORIDA 32751-7208
(407) 660-8900
LANDSCAPE ARCHITECT
KARINA VEAUDRY, R.l.A.
CANIN 8c ASSOCIATES
500 DELANEY AVENUE
ORLANDO, FLORIDA 32801
(407) 422-4040
SURVEYOR / EN~GINEER :
JOSEPH F. KOLB. P.E.
BOWYER-SINGLETOIN 8c ASSOCIATES, INC.
520 SOUTH MAGNOLIA AVENUE
ORLANDO, FLORIDA 32801
(407) 84.3-5120
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ORNE
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SITE LOCATION
BOWYJER-SINGLlIE;IDN
a{ Ass (0 (c IT ATE S~ li ~J (C ((} IR IP 0 JR A T JE [)
INa'NII"'NG . 'lANNING . IU"YIVINQ . INVINONMINTAL
52 0 SOU r H MAG I'J 0 LI A A V E N U E : 0 r-< L At'J 0 O. F LOR I D A 3 2 80 1
4 0 7- 8 4 :3 - 5 12 0 . FAX 4 0 -; - 6 4- 9 - 866 4
ir~ f~ i:"-~ f1;:::J .~/.:r- '.ir~'
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Lf ~ '.5cPM
NO V 1 ~3 1.998
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('T1'lI. '.f
DAlE: SEPT. 1998
JOB NO. TUS4
FILE: tus4pcv.OOl
SHEET lOf 13
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I. All construction fo conform wIth CIty of WInter S/ylf)(}s standards
& specifIcations. unleS$ otherwIse waived by fhe CIty.
2. The Enelneer cernfles fhOt all roadways went desIgned to fhe ap-
pllcabl8 standards. 0$ set forfh by fhe CIty of WInter Sprl()(}s and thtJ
Fla. Deparfment of Tron,sportatlon Manual of Uniform Standards for
DesIgn. Consfructlon. and MaIntenance for Str86t$ and HIgfway$.
3. The ContracfOf" shall coordInate all WOf"k within exlstlnq road
rlgft-Of -ways wIth CIty of Wlnfer S/yln<;$.
4. If will be the responsIbility of 1h8 Contractor to acquIre the
necessary Rlf)ft-Of-Way Permlt(s) and prCNld8 fOf" the safety and
contrOl of locol traffIc durIn<} construction.
5. The Contractor sholll>e extremely cautious when WOf"klng near trees
wtlch ar8 to be saved. whether sf'c.Nn on clans or desIgnated In
the fIeld.
6. The ContractOf" shall be resf)Of?slble for locaf/f'1(} and verIfyIng
(horIzontally & vertically) all exlsf/(}(} utilIties f)rlor to construcf/on.
and fOf" noflfylnq tM varlou.s utility companIes fo make the
necessary arranqements for 01'0/ relocation. temporary dIsruptIon of
servIce. or clarIfIcation or acffvlty reqardlflfJ sold utilIty. The
Contractor shall exercIse caution when cro.sslfl(} an underf)round
utility. whether sf'c.Nn on tf'te.s8 plans or fIeld located. All utilities
which Interfere wIth the /Xoposed construcffon s/)OII De relocated
by the resf)8CflvfJ utilIty COh1/X1nles and too Confractor shall cooperatfJ
wIth them durIng relocation of)6ratlons. Any delay or Inconvenle~
of the varIous utilIties shell De IncIdental fo too contract and no
extra COtnf)fJnsatlon wIll be allClNed.
7. The locations of' all exIsting utilitIes. storm dralna()e systems. and
tOf)QfJraptic features sf10wn on the f)lans have l>een determIned from the
best available Information and ore f)rovlded ror the convenIence of the
Contractor. Tf1tJ EnqlfH1J6r assutn6s no responsIbIlity for theIr
Inaccuracy. ShOuld 0 dlscre/Xlncy arIse between th8.58 tJ/ans and actual
fIeld conditIons. wtlch WOUld appreclatJly arfect the execution of these
f)lans. the Contracfor wIll naif construction and notIfy the EflfJlneer
Immedlafely.
8. The Contracfor shalll>6 res{X)l?sltJle for tn6etlne all Inspection criterIa
and schedules. and for slonlng for sold Inspecflon.s.
9. Water and wasfewater servIce shall be /Xovlded by CIty of WInter SprIngs.
The water dlstrllJutlon system $f'c.Nn on these f)/ons shall be Installed by
the Contractor and shOll conform wlfh too ClfYs standards.
10. All dlstur/)(!Jd areas shell tNJ seedfJd and mulched as dlrectfJd tJy thfj
fIeld eng/~r.
II. The Contractor shall not 8xcavattJ. remcN8. or otherwIse dIsturb any
materIal. structure. or /X1rt or a structure wfich Is located outsIde
thtJ lines. f)rades or f)radlnq sections establIshed ror ftls project.
exce()f where such 8xcavatlon or re('('1(Nol Is provIded for In the
contract. f)lans. or sf)6Clf lcatlons.
12. All work and 011 maferlals furnIShed shall /)(J reasono!Jly close In
conformIty wIth the lInes. grades. f)radlf)(} sections. cross sections.
dImensIons. maferlal requIrements. and fe:stlfl(} requlrernent.s tnat are
specIfIed In the contract. Clans or sf)6Cfflcatlons.
13. ProvIsIons for the maIntenance and management of the common areas.
walls. and landscoplf1(} facilIties will be by fN-Iner.
14. The Contractor slloll furnIsh. erect. and maIntaIn alllXJrrlcades.
warnlf}(} slf)ns. and morklnc:s ror hazards necessary to protect the
public and the work.
15. FIre protection sllollbe crovlded by the CIty of WInter Sprl()(}s FIre Oef)f.
()ef)Orfment. All fIre 11/drant Insfallanon specIfIcatIons wIll 1:>6 /YCNlded
tJy the WInter Sprlnes UtilIty Def)O,tment.
16. Com()Oct all utility trenches wIthin roadways to 98X of the Modlrled
Proctor MaxImum DensIty and wltt/n other areas to 95X.
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17. After fhe roadway has l>een constructed to sutx;rade. It slloll be
proof ~ro/l~ fo assure that /YoptJr com()(Jctlon has been attaIned. T htJ
proof . ro/l IrtfJ and com(Xlcflon O()6ratlons slloll be Ins/J6Cted and tesfed
by 0 FlorIda II~n.sed Soils Ef)(}lneer to assurfJ that thtJ specIfIed
compocflon Is maIntaIned and 011 deleterIous maferlal has been
removed.
18. In other areas wtlch requIre fIll materIal. the Contractor wI/I strIp
or otherwIse remove 011 vegetation such os brush. heavy sods. heavy
f)rCNIth of r;ra.s.s. decayed v(}(J8tatJle maffer, rutJlJlsh. and any other
deleterIous materIal ()(Jrore em/)(]nk~nt Is star fed. Immedlafely IXlor
to tf18 f)/aclng or fIll maferlals. the entire area upon wNch fIll Is to
l>6 f)/aced shall be scarIfIed In a dIrection al>f)roxlmafely /Xlrallel to
the axIs of fIll.
19. The Contractor slloll famIlIarIze Nmself wIth t/)(J polIcIes and f)ulde-
lInes establlsfllJd by fhe CIty of WInter SIXlngs. FlorIda for fh8
preservation of 011 putJllc and IXlvate property. Tf18 Contracfor shall b6
res/JOl'),5ltJle for all dama()e or Injury fo /x0()6rty or any character.
durlnq the prO$6CUflon or the work. resultIng from any act.omlsslon.
neeleet.or mIsconduct In tis manner or method of executing too
work, or of anytime due to defective work or materIals.
20. Sanlfary sewer Shall be P.V.C. SDR. 35 or DJP. Class 50 (DJP.
shall /)tJ f)OIyethelene-llned).
21. Tht!1 Contractor shall sfake alllmprCN6f716nts uslnq th8 plot. The Con-
tractor shall confIrm with the Enelneer fhOt the f)lat Is current prIor fo
construction. If Is the Contractor~s sole responsIbilIty to COfflf)lete/y
stoke and cheCk 011 Imf)rCNements fo Insure adequatfJ posItionIng, /X)fh
horIzontal and vertlcal.lncludlng mInImum bulfdlf)(} setlJocks prIor to
tl'1e Installation of any Im/Xovement.
22. 't wllll>6 1m responsIbIlity of tfle ContractOf"( sJ to Insure that 011
requIred permIts are ot>talned and ore In nand of the JOO sIte IXfor to
the commencemenf of construcflon. The Contractor shall abIde by all condlflons
confalned thereIn. PermIts Included (but not nece.ssarlly limited to) ore,
-Water Manag~nt Olstrlct.Manocernent and StorO<}e of' Surrace Wafers
.F .DE P. Water dlsfrllJuffon and F.DE P. Sewer dlsfrlbuffon
.Local rlgft.of '"Way use
.Local uMerground utilities
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23. All water maIn fIttIngs. valvfJS. re.stralnts. couf)/Int}~. f)lpe. and In
general tflos8 materIals requIred ror InstallIng th8 water suf)f)ly
system, sholl comply wIth mInImum moterlal standard~, raflngs and
classIfIcations esfa/)/Ished by CIty of WlnttJr S/ylnt}s. Hydrosfaflc testing
and dlslnfecflon to be f)6I'formed as per AWWA sfandards.
24. Th8 F DIJ.T.Roadway and TraffIc Deslf)n Standards (booklet dattJd
January /992) fo b6 used ror draInage structures. Station Off sets
are to tM C/L of the Inlet or manhOl8 fop.
25. Install vaNe ooxes with all valvtJs. VaNtJ l>oxtJs under /X1Vement shall /)(JVtJ
traffIc t>earlfl() CO<Ier.5. No valves shall /)6 located In /XlVernent or curb areas.
26. Water. Sewer.R8Use & Storm CrosslflfJS'
A Where wafermalns must cross forcemeln$. storm and sanitary sewe'rs. and
reuse watermalns when 0 minImum clearance of I~ and a mInImum COler
of 3'-(Y cannot /)tJ maIntaIned. the water maIn shall be constructed 01'
mechanIcal Joint duCflffJ Iron fJ/fJ6 f)fOlldlf1fJ a mInImum or Z-6- fXN8r and
6- mInImum clearance !Jetween fh8 water moln and the otfter utility. lOne
fulllenqth of ductile Iron fJ/f)6 sholl b6 centered of the point of'
cro.sslng. Ductile Iron fJ/f)6 sl>oll contlnu6 until a mInImum of 3'-0-
CfNer con ()e affalrwM by fJ/fJ6 defl6Cflon.
B. When there Is no alfernaflvtJ to sewer fJ/pes crosslf1fJ CNer 0 waf8r
maIn. tf'16 sewer shall b6 CQfMtructed of meenanlcal jolt"1t ductile
Iron fJ/f)6 ror 10' each sld8 of the wafer maIn crossIng. PrCNlde for
a minImum of 10- clearartCfJ between water and sewer. One rull lerKJf'h
of ductile Iron fJ/1J6 sha/llJ6 cenfered of the point of crossIng. NO
CONCRETE ENCASEMENT wllll>6 a/ffN-Ied.
C. Thtl laferal s(J/X1ratlon IJetween rorctJmOlns. sanItary and storm sewers.
and watermolns. shall not be less tllon 10 reef. If ttls separation
cannot be maIntaIned. then 6lther of th8 two fJ/J)tJS slloll be constructtfJd
of ducflle Iron fJ/pe wIth pressure--tlgft Joint. NO ENCASEMENT
of th8 sanitary sewer or water wIll ()e alfONed.
D. Wher8 ductIle Iron fJ/f)6 1$ rtJqulred for water maIns. It shall conforrm
fo ANSI/AWWA A2/51. IJmlnlmum ffickl16SS of Class 50 f)fJr ANSI/
AWW A shall 1:>6 sUpplfed.
E. R8US~ wafer maIns shalf maIntaIn 0 5~ (center to CfJnter J separation.
or .J feet edo&-tO--edge. and an IEr vertical clearance from domestic
water maIns. When the vertical and horIzontal clearances cannot tJ6
maIntaIned Jh!J wotermaln $hollbe constructed of mechanIcal Joint
ductile Iron fJ/pe.
F. Under no cIrcumstances shall water maIM 00 allCNIed to COt176 In contact
with or ()OSS tlYOU()h 0 storm or sanitary structure.
21. All ReInforced Concret8 PIf)6 (R.cPJ sholl /)(J mInImum Class III.
All R.cP. Joints fo b6 wraf)f)6d In Mlrafl.
28. Pavement markIngs snail be f)/0C8d as stoNn In fhe tJ/ans and
F .on.T.Roadway and TraffIc D6slf)n Standards.fBOOklet doted
January. 1992).
29. The CIty of' WInter S(Jrlngs wIll manufacture and Install traffIc
r(}(Julatory slf)ns alld /)111 the OtNelOf)6f.
.JO. All f)ravlty S6'Ner maIns and laterals sholl tJ6 televISed and a copy of the
vIdeo taf)t!J (JrCNlded to the CIty prIor to ~rtlf Icatlon.
.J/. Watermolns shall comply wIth AWW A standards alld 011 plpe.:5 :sholl
l>ecr th8 NSF logo and all PVC fJ/pe sholl /)(!I C900 ~ DR. lB.
ReclaImed water maIns ~ and lart)er shalll>6 OR.18 and fhe ReclaImed
wafer moln" servIces shall be f)Urf)/e In color.
32. All storrnwater fJ/f)t!J 16()()flls Include mitered end sections.
33. All excavations wIthin 10 reet or tf16 travelfed roodway must lJ6 fl/fed
within 24 hours.
34. All watermalns to be laId wIth 0 max. of' 36- cover. Any deeper cut rnu$t
be Of)()f"CNed by thfj CIty or WInter Sf)flngs.
35. The Contractor shall sul>mlf all sflOp drawIngs to fhe Ef7(}lneer for
fInal conformance wIth fhfj standards.
36. Thfj Contractor sholl comf)ly with all federal. state and loeallaws and
requlatlon..s confrOlllng f)OIlutfon of the envIronment.
37. The Contractor shall confrol lis opt!Jratlon.s and those of tis sul>contractors
and 011 SUP/>llers to ossurtJ th8 180st Incorrvlenence to fhe trave/lng publIc.
Too Contractor Sholl maIntaIn fr66 and unolJ.structed movement of veticular
trarflc and shall limIt tis optJraflons ror the safety and cortVttnl6f'1C6 of'
the travelfng J)Ubllc. Under 011 cIrcumstances. sarety sholl 1:>6 tM most
Important consIderation.
38. PrIor to commencing work thtJ Contractor shall rurnlsh.erect and maIntaIn
alllXJrrlcades.warnlng slgns.and morklngs for hazards and the contrOl
of traffIc. In r(J(Jsono/)/8 conformIty with fh8 Manual of Unlrorm TraffIc
Control DevIces for Streets and Hlgtways.or os dIrected by t/)8 CIty of
WInter Sprlf)(}S CIty EflfJlnefJr and PollctJ 06()1..such os to efrectlvely
f)revent accIdents In tJ/aCf'JS where the work causes OOstructfons fo th8
normal trafrlc or constitutes In any way 0 hazard to 1m /JU/)(Ic.
39. The Contractor shall vlslf fm slttJ and famlllarlZ(j fim.5elf with tJxlstlflfJ
condItions tJrlor to bId.
40. All wafer servlCtJs referenc<<J wIth -DR9 S8rvlCtJ f)()Iy- shall hov8 a PPJ.rotlnt;J
of PE.J408.and DR9 (PC 2(0) for f)QIy6l~/ene tut>lf't(} per AWWA C901.
41. No Inspection on wt16ktJnds or ofttJr 4,00 PM.Mondoy.Frlday. Burled lines
sholll>e opened fo Insure proper Joint connectIons.
42. Inspecff()().$ must /)(J scl'ledultJd wIth 48 flOurs advanc6 notIce.
43. AlI/yfJssure II()(JS sholl /)(JvtJ 12 gouge tracIng wIre taptJd to tM sldtJ at
rlV8 roollntervals.Locotor tafJ6 slloll b6 placed one fool alXNe 011 water.
sewer.and reclaImed water malnsflve rOOllntervals.
44. Offsets for In/ets artJ fo tM Inl61 CfJI)ferll()(!J f)er F nD.T.lndex 210.
45. All strfJ6ts are prlvattJ.
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46. TM Con/roctor sholl /)1fJ r6spcnsll>l6 for tM malnt(J()(}flC6 of all landscof)tJ
!)Uffers.retentlon and d6l6lltlon racllltles until the work f'tas been occetJ/ed
by fhe Owner.1V1 dlsturt:H!Jd areas slloll /)(J returflfJd fo fhelr orlf)lnol
COIld Itlon.
47. The Contractor shOll comply with all lfJ(Jal load r6Strlctlons In the houllfl(]
of meferlals In publIc roads tJeyond thtJ limIts of tM work. A sf)6Clal
permit wIll not relieve the Contractor of Ilal>lllty for fhe dama()e wtlch may
resulf rrom the fflfNlf1fJ of meterlal and equlf)tr'fent.
48. ThtJ Contractor shall Insure t!)ot prOf)6r soil dtJnsltfes artJ ocNeved for
f)/acement or all h8<Jdwa/l/endwa/l fOOlIf'K}s.refalnlnq wall footIngs. and In
()eneral.any fooflfl() sUPf)Ort descrltJed on thtJ..s8 tJ/ans.1t wIll also /)6 fh8
respons/tJlllty d t/)(J Contractor to Insure that sufrlclent soils fe$tlnt} hos
tJ6en f)6rformed f)rfor fo flnollnstallatlon of' Im/YfNernents.
49. DurlflfJ constructIon. no dlrtJCf dlscllorge of water to dONnstream recelvlflfJ
waters wIll /)(J a/f~6d. The Contractor Is rtJ.5f)Of)sll>l~ ror maIntaInIng water
qualIty. and shall route dl..schar(}8 water In such a menner to adequately
remcvtJ sIlt prIor to runcl'f from tM slttJ.
so. Retention & DettJntlOll ponds and Lakes are to b6 comf)l8fely sodded wIth
sand grfM' sod 3 fw below normal wafer ItNe/.wlth fhe exceptIon fhat no
sod materIal wIll /)(J placed CN6r underdraln fllftJr moterlal.
~/. ErosIon ContrOl
A. PrCNlde efftJeflvtJ temporary and f>(Jrmanent tJroslon contrOl rollfN-Ilng
the requIrements In Section 104 of the Stafe d FlorIda De/JCrtfnfJnt of'
Transportatfon Standard Speclrlcatfons for Road and Srldf)e
Con.struetlon. 1991 EditIon (FDn.T.SecflOll 104).
B. Coofrol featurtJ.S. methods and condltfons Included In ttis contract
IncludtJ the fOlIONlng as IndIcated by x In lJIank,
I. &. Coordloote construction d temporary erosIon contrOl features
wIth f)6rmonent tJroslon control features.
2. d Control operations wNch may result In Water Pollution.
(F .Dn.T. Section 104-.J)
3. &. PrCNlde schtJdultJ for Clearlf)(} and t)rublJlflfJ. earth.vork
O()6ratlons and constructfon of' permoMnt erosIon control
features and prO()OSed US8 d temf)Orary erosIon control
reatures (F .on.T. SectIon 104.5).
4. - Umltatlon d 8xposurtJ of' erodIble earfh without temporary or
IJ6rmanent erOSIon control fectures Is 750.000 SF.
(F .on.r. SectIon 104-6J).
5. t!.. Temf)Orary GrassIng (/04-6.4.2J
6. ;1 Temporary Sod (/04-6.4JJ
7. ~Temporary Mulcting (/04-6.4.4)
8. _ SandOOWlng (/04-6.45J
9. _ Slope DraIns ({04-6.4,E)
10._ Sedlf176nt BasIns (104-6.4.7 J
II. _ArtifIcIal CCNerlf)(}S f104-6.4.BJ
12._8erms (/04-6.4.9)
13. ~ Baled Hay or Strow (104-6.4JOJ
14.~ Temporary Slit F6I1C6s and Staked SlIf BarrIers U04-6.4J/J
15..t! Floating SlIf BarrIers (/04-6.4J2)
16. ~Remove femporary erosIon control ffJ(]tur(JS (F DIJ.T. Section
104-65)
17.~Malntaln ()6rmonent and ftJmporary erosIon control features
(F Dn.T. Section 104-7)
lB.&. Tlis corrtract desIgn hos I>e6n aCIXCNed by tM ONNER and
r8(}ulatory (}(}encles havIng an Infere.st In erosIon control
abatement. In Its flool form the desIgn meets or exceeds
mInImum standards. IVI temporary erosIon control features
requIred durIng construction shalllJ6 consfructed tJy the
Contractor. and t/)(J cost thereof Included In the Contract Sum
as 0 reqular oI>IIgaffon IncIdental to th8 Work.
C. Ourltl() construction the Contractor Is fo Install a turl>ldlty screen
olOf1(J f)Ond areas abufflflfJ Conservation Areas.
D. The Contractor Is resf)Of)sl/)/e ror molntalnlfl(} 011 erosIon /Xotectfon.
eSf)6Clally In tht!1 ConstJrvatlon Areas. durIng tf1tJ entlrtJ construction
pr0C6ss.lncludlng repalr$.(!J/c..to prevent any sllfaffon from
enferlng fh8se areas.
~2. Th6 Contractor Is responsIble for gradIng all f)OVements to draIn
f)OSlffvely. InterSecflOll$ .shall 1>6 translfloned to /XCNlde smooth drlvlflfJ
surface wtlle maIntaInIng posltlvtJ dralnog~. SftOuld areas of poor
draInage be Observed. ContractOl'" $0011 notIfy f/)(J EnglnfJer (Jrlor
fo f)OVlnq so tllof rtJCOmmendatlons for correctlOll tn(]y l>6 madtJ.
~3. Ouonflffes and lengths or met8rlals s/)()Wn on th8 plans shOuld /)(!I
verIfIed by tM Confractor. Any discrepancy betw66() ca/fout$ and actual
s~n In f)/an vIew Is fo b6 /JrOU<Jff to tha Englneer~~ attention by the
Contractor (Jrlor to IJIddlng./f Is the Ef)(}lnetN~S Intention fo buIld what Is
s/"t()Nn In the Con.sfructlon Plans.
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F iN .'4.
WPRO" At..
BOWYER"slNGLEIDN
&{ Ass (0 C IT A 1r E S~ IT ~J C (() IR lP () ~ A T JE II)
BiO Sf T
INGINIIIUNO · "LANNING . IUftY.VINO . INVI"ONMINTAL
520 SOUTH MAGNOLIA AVENUE: ORLAr-JDO, FLOr~IDA ,32801
407-843-5120 . FAX 401-649-8664
f<.S-BUll T
~4. MIscellaneous E()(}lneer NOIlflcatlOll$
A. ThtJ ContractOl'" sholl f)rCNlde fhtJ Efl(}InMr 24 hour adva~ notIfIcation
notlrlcaflon for fM fOlIONlflfJ construction and observation aetlvlffest
a. SanItary Sew8r Lamf)/f)(} and T.V.lnsf)<<:flon
b. Connections fo ExIsting SysttJm.S
c. T hru.sf Block Pours and RfMfralnt ConnectIons
d. Storm Oralna()e LamtJ/flfJ
6. Inlet Top Pours (Relt"1forclfl(] St661 ChtJckJ
r. Wafer & FOf"C6 MaIn Pres.5ure Tests
g. BacterlOlO<}O/cal Sampllf)(}
h. Base OtJ.servaflon & SOUndIng (TfMt reports wlll/J6 ..submItted to t/)(J CIty En<;lneer from
the testlnt) rlrm os soon as each ftJ.St Is comf)/etedJ
I. A5f)tKJ1t PIOCfJment
j. PrfJ-F Inallns/J6Cflon
k. Flnallnsf)6Ctlon
8. Th8 Contractor tjhall keep DAILY -As.Bull~ drawIngs and make tf'lem
readily OCCtJssltJIe.
C. PrIor to fhtl starf d constructIon tm Contractor shall prtJf)(Jre and
submit to the CIty EngIneer a project con.sfrucflon schedule (Bar Graf)l7J
and sholl ufX/afe sold schedule on 0 monftiy I>osl$.
D. Any fuel storOtJe areas shall have prIor fNlner~ s approval and
al>f)roprlaftJ rneasurtJS shall /)(J faktJn to Insure prOl8Ctlon d
grOUndwater and Soil re.sourCflS.
E. The Contractor sholl coordloottJ alllJockflll O()6roflons wIth fhs R6Sldtlnt
Soils EngIneer and sutJmlt T~t Reports to EngIneer prIor to /)tJ()lnnlng
work on tM next Item of work, I.e. sulX}radtJ f)rlor fo curb.
F. Tf'Ie Enqlf'lf!JtJr re.serves fM rlgft to rtJqulrtl 1M Contractor fo uf'lCO./er.
retest and/or perform any action f'l6C6Ssary to ensure that the
ImprCN6ments haY8 fJ66n construcftJd In accordanc6 with fm f)/ans and
tJ/>8Clf lcanons.
G. The Contracfor shall f)rCNlde 8.5A wIth 0 GOP/ of' the sanItary S6'Ner TV
results.
~~. Any sanitary sewer system built for {)/)Oslng d tftrtl /Yoj~f Sholl hove 0
10' stat>lllZed access road fNer fM 11rt6 and l>6 constructed to and
IncludlflfJ the next manl'1Ole with 0 10' utility (J(}sement cent6f'ed CNer
th8 fJ/f)6 and monhOltJ. This (Jrojecf wIll not be ()/)O.stJd.
!'SO. Any dIscrepancy lJefween tm dImensIons and measurements sfONn on ")6
f)lans and the actual fIeld condItions sholl ImlT16d 10 t61y 1>6 <<()U(}ft to
the Englneer~s attention. FaIlure fo do so and fo continue construction sholl
mak8 the Contracfor comtJ/ete/y IIalJltJ for whoftNer errors and/or /YoIJIems
fhot may sutJsequenfly arlS6.
~7. BIUfJ Refl6Cflvtl Pavement Markers shalll>6 plactJd In tl'ttJ center d tM
drivIng lart6 In fronf of all FlrtJ HYdrants.
S8. T/)(J Contractor Is to mInImize tm rerncvalof vtJgMatlon to f/)(J f)reatest tJxtfJl)t
practIcal.
59. NI roadwork to /)(J d()(1(!J In tM City d WInter SprIngs Rlf)ft~of'-Way wIll r~ulre
o Rlf)ft-()f-Way PermIt and alJlXOIal rrom Bulldlnt) Def)(}rtment
at least 5 days prIor fo comtnef?C6fn6nt.
60. It Is tf1tJ Contractor~s resf)O()SltJlllty to o/)faln 0 copy of' thfj 5011 Eng/~r~s
report ror ftis project from Bowyer-SIngleton and A4soclaffJ$.lnc. and fo
meef th8 Soil EngIneer's requIrements for /Xef)(Jrotlon on the sIte.
Too Contractor's Soil Ef)()Ineer shall cerflfy completion of all com(XJCt/on. roadway
COI7strucflon. and underdraln Installations. G6Ofecl?nlcal recommendations are
not thfj reslXJIlSlblllty of' BONyer-SlfltJlefon & A.5soclat(J.S.lnc. Bowyer~SlflfJleton &
Msoclafe.s.lnc. has relied on fhe referenced gtJOtecMlcal report In fha f)feparatlon
of these plans. Arty conflIct tJetw8tJf) Information wlfNn tM r6port and fI't6se /)Ions
sllolll>e reported to the EngIneer/Owner. Bowyer-Slnel6fon & Msoclafes.lnc.
assumes no resf)OnSlblllty for fm correcfMSS. completeness or accuracy of tf1tJ
geotechnlcallnf ormation.
61. PrtJCO:st cIrcular $fructure.s shall fJ6 construCftJd wIth a mInImum
5- wall tNckne..ss.
62. Contractor sholl maIntaIn wfMlky monlforlnt} r(JfXJrts IJ6r general condItions of
tl'ttJ EPA.NPOES General Storrnwafer Permit.
63. Th8 Confractor Is to continually maIntaIn. of lis eXPfJllSe.any and alleroslon
prevention systems needed fo Insure that 1X0ject construction wIll not cause
any wafer quality degradation or vlolotlons to on-slte or off -tJlttJ waterlXJdI6$.
ponds. lakes or wetlands. ThtJ Confractor Is also r6$/X>flS/l>ItJ for ~t/ng
SJRWMD PtJrmlt Condltlons.tM EPA-NPOES GtJntJral Stormwaf6r PermIt
CondItions and CIty d WInter SprIngs Regulat/()(),!J.
64. Record DrawIng, AI ff'16 end of construct/on. thtJ Contractor prOllde 0Il6
set of' drawIngs ShoNlnt} ALL CHANGES marked In waferf)roof' red with
the fOllfN-Ilnq Contractor CertifIcation tJxtJCtjtfJ(j on EN:H SHEET,
T htJ Contractor
htJreby cerflffes to th8 ONNER fhat Impr0l8lYlfJnfs fXN8red by fNs drawIng
and the relafed detaIls hove I:>66n constructed 0$ Indlcafed or os
modIfIed by the f'ICItJ-S and f)raptics o$hoNn. AbstJnt 0 nottJ or f)raptic to
the contrary, fhe ImprCNements hovtJ b66n constructed meeting Industry
standard tolerances.
SIgned, OcftJ,
/Juthor I Zed Contractor's Represenfatlve
65. T/)(J Contractor tlholl /)(J responsllJle for protfJCflng 011 exlstlll9 survtly
tnOnUtn6ntatlon.DlsturtJed monurnentatlon sholl t>I/!J r~tored by 0 FlorIda.
lIcensed land surveyor .stJlecttJd tJy 1M OwntJr at th8 ContraCfor~!J
fJxpen.se.
66. All frafrlc control sIgns. markIngs. and streef SIQM to conform fo F .oD.T.
and CIty of' WInter SlXlngs CIty OrdInance.
67. SecurIty gate entrance.s shall comply wlfh all Pollee and FIre OtJpt.regulotlon$.
68. All" Release Valv(J$ sholl!JtJ requIred at all Ng" points In fM f)rOf)O$ed forCtJmOln.
69. T6stlng, TM Contractor to t6st 011 wafer maIns os f)6r fM follfMlng,
Hydrostatic test per AWWA-C600 (or M23) Sfandard. and DIsInfection
of wafer maIn per AWW A.c6SI.
70. All water byf)OSS8S sflOlI /:J6 consfructtJd of' ductllll Iron "'PI! and Sholl
b6 tlfJ-rOdded !Jock to 0 -dead.marf aflCf'tOr on tJoIh sldtJS of 1M maIn.
7/. All $tructurtJs.plf)6 and other construction In ffttJ F' .o.o.T. rlgft-o(' -way
wllll>6 performed accordIng to thtJ al>f)llcol>le F .DD.T. Roadway DesIgn
Sfandards and SJ)6Clflcotlons.
WINTER SPRINGS
FLORIDA
GENERAL
NOTES
--
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
"""-' .') i
SE P T 1991},
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SUBMIT TAL
WINTER SPRINGS
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FLORIDA DAH
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DESCRIPTION ,________ DATE
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REVISION S
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10-16-98 L~ f~EVISED PER CITY OF WINTEH Spr~INGS
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FIN.....
APP~ 0 " I>L.
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
BIO Sf: T
IMOINIIRINO · PLANNINQ . IURYIVING . INY'RONMINTAL
520 SOUTH MAGNOLIA AVENUE ; Or~lAJ'JDO, FLor~IDA 32801
407-843-5120 . FAX 407-649-8664
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I. NO PORTION OF TliE SITE IS NITlifN TliE FEJ.)/J., CESGN/l.TFD 00 rEN~
FLOOD PRONE ARE A (P/"VE L NO. '20295 CXXJ5(1.
2. TliE ON SITE WATER SYSTEl.,.( 'lilLL BE CWNEL) AND l.,.(,\/NTNVED Br TlfE
CfTr OF WINTEr? SPF?INGS. F LOF?/[JA
J. TUE ON-SITE Sj\NITM~'r SE.VEf~ srSTEM.V/LL eE PRi',1ATtU CWNED AND
l.,.(AIN T /J./NE D.
'l. BUILDING WILL BE SPRINKLEf~ED & l.,.(ONfTORE 0.
5. ilU APARTMENT BUILDING ARE TfiAEE STORlrS.
c-
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PNrK mG f~EOUlf~E 0:
80 !BEDf~OOM UNITS X 15 SPKES/UNfT - 12.0
132 2-BE CROOV UNIT S x 2.0 SPACES/UNIT. 2.64
40 3-BEDf~OOM UNITS x 2.0 SPKES/UNIT . 80
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BoWYER~INGrnTON
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520 SOUTH MAGNOLIA AVEI'JUE : ORLAI'JDO. FLORIDA 32801
407-843-5120 . FAX 407-649-8664
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COURTNEY SPRINGS APARTMENTS
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EXISTING LAXE
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LESS OUT
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'~11.'50 I
102.50'
'589''52' Y/E /50.00'
LESS OUT .,
(NOT INCLUD~OJ
150.00'
POB
LESS,.I
..'.L-, _~
C'='I",..H.,Cf) at trlf) ~iorthArJS~ corr'er of S'3cticn 8, To....nsr,ip 21 Soutr~,
r~Gnr.Je 31 E r],5 t, Sel,.,; "C! po C 1)I.nt j, F ,-:,r; rja, ~henco ,-un SOO~ 2,~' 55' E
(JI::r(.J tt',-~ E<Jst 1 ir.e nf t>-18 ~.0rH',e(Jst 1/,~ of .'30irj Section 8 for (J
Ij : S ~.,,' (: e 0 f 20";. C, h f n e. t ':;l Hi e ~~ r f tho' 1 f r i (.J h t .- 0 f -... 0 f I i n e n f t rl 8
l~ Ji<f~ r~r.,'J"'n Brr]rl.:,n of H'I.l Sl3Jbor]rrj Coost L :"13 Roi Ir 000 (100'
rir.Jr~t-,:)f ,.,rJy'l; H~'ercp rUf' ~i 5'~"3'~ r::.,,' N {JIang soir] ~iortrerly
,'i r.Jr1t I',f ,.,0.1 I r'p "'r:or I] (.:1: 3tunre of 2'3 L 1'~ fP8t to a Doi nt orl (]
C,Jr.O <,orcovo Sr",~rl."ps'er!f ho.;n~ (] r.Orjil~S of 1'cl5'3.1'J feet onrj (]
cr~ord t,sr]rir'r] Of', 6b 056 0'3, N; tr',er"C(3 rl....n ~"crth...e'3terl1' olr)rir.J
t r, e '; r'~ 0 f S (J i rj . I", '-.' P '.:: r' cJ c::, (] ; rj N rf' t h IJ rOO f r; r.l" t - I.) f -... <J Y I; rl e
to the point n... tcnl.Jercn trer,ce run Ni'3 018'1'~ fii (J10flrJ sr]irj
~<ortr'IJrl'f ri(.lht-nf-""Jy 1:0,8 for a rjistonco of 691.25 feot to triO
poi r'lt of cur ".oture of 0 cur'.IO corcave SOuHI...e.ster I f hO\1 i n~ (]
r (] (1 ; u S 0 f 2 6 1 '2 . 0 q foe t; t " 0 n cor u n ~ i or t r, .... es t e r I y (] 1 on r~ t h f3 (] r C 0 f
soirj CI~r'.Ie r]nlJ Sr]irj ~,c,rtherlj riC:;ht-of-'MJj' 11ro trrour.lh a central
rJ'lr~lfJ of 110'~6 3B frjr 0 rjistor'co of 536.92 feat to HiO point of
tonf;e0c1'; tr,encn "...n SB80 "),,>'OB" 1'1 o lor",; soifj NorH1erly rif.lr,t-of-
H(] y I ire f or rJ (1 j 5 t C r 1 ceo f 1 7 8 . 1 1 fee t tot ~1 e '(; a 5 t (l r I y r i ~ h t - 0 f -
IfOY I :"8 of ',I istr]...i I If] O'-i'.IO; Hlf.H~CO n...n ~~10<ll2.3' 1'3 E
olonrJ SOi(j l'Ies~or Ij r ;t;ht-of-,.,Oj I ir"e for 0 rji'3tonce of 16.23
foet te' tro point of Clcrl.oture of (] cur,.jO concavo Soutr~.f)ost8r 11'
novin<) rJ r(]rjiU3 of r,~(I.O() feet; trience run (]Ior1fJ trie Orc of suid
C..J r ..j +3 rJ r' rj 3 a i rj{of est e r I f r; rJ r, t - 0 f - ,,(] 'j I i n.3 t h r 0 I...H; r~ 0 con t r (] lor (J I a
of 5 q , (] 0 1 8 for (] r1. s t (] fl C B 0 f 650. 35 fee t tot h, e poi 0, t 0 f
reverse cur".l(]tur-o of '; C:I~'\/O concove ~~crth""'IJsterly hovir<) (]
rOrjius of no.OO feH~t iJnrj (] chc,r""(j beori'l() of N71 #5'~.55" E.; tr,ence
run ~<0' tri(~Os ter I j (] I crt; Hie orc of 30 i (j cur.le onrj 90 i rj fiies tor I f
ri(Jht~of-"'Oj lir'o trr(~I,'(Jn rJ c8ntrol rJr'(JIO of 1.PS7'22' for (]
d i 5 t (J 0, ceo f 1 8 5 . .3.3 fee t tot hOP 0 I ~~ T C r f3 Eel ~~ ~i ] ~< G I the n c e I 0 (] '.j i 0, 0
sOirj "'e5~erly r:(..1r1t'Of-"'Oj I ino ~i 30"22'.39' W OIOfl(..1 a non-r(]rjial
linlJ for (] rjistor,co nf 356.04 fO'Jt; HlenCfJ run ~i8'3"'52'.39" {of for (]
(jistOrice of 2250.00 feet; Hience rl...n NCO"'0721' E for 0 di5trJnce
of 100.00 felJt; Hlence rL,n ~H 700,3-5'3' E for a (Ji'3tance of 232.'35
f e 0 t; H, e r cor u n ~< Ci I) 0 0 7 2 1" E for (] rj i ,'3 t (] n ceo f ,~O 0 . 0 0 f f3 0 t t 0
tho SCJuth r;(Jht-of-Na~.1 l:r',O of Stoto I~oorj ~jO. 3~.3 r60' right-of-
....Oy Ii Hlf3nco n.....n S8'305Z.3Q E Olonr)30irj south ri(J~'1t-of-....oy line
for r] (jistonco Of 15f~O.00 f'3Bt; thence run 58'3"32.22 E Olon()
soid 50I_drl rir)ht-of-,.,(jj I ;r.I) for 0 distance of 611.0B feet;
tho r c .J I 13 rJ '.I j n r)'3 0 i (j S 01.1 t h r i (J~""\ t - 0 f -... rJ y I i n e run S I) I)" 2 7 . 3 8 "fii for
(] d i ,0; t (] n ceo f 2 S . 0 0 f IJ 13 t; t ~i e n C 8 r I..... n S 8 '3 <II .3 2 ' 2 2 E 0 I on r) 0 I i n 0
25.0rJ fe':3t SouH"1 of r]nrj prJrol lei Nith soid South rif;ht-of-'oN01'
I ina for 0 distance of 395.00 feot to the point of curvotura of a
curve r::Of~ca',IO SouH~...ast by r'ovinlJ rJ rodiu'3 of 25.00 feet; ther1ca
run Southeaster 11' olon~ the orc of ~oid cur~e through 0 central
an 0 I e 0 f goo 00 ' 00' for a rj I " tan ceo f 2 3 2 7 f eat tot hap 0 1 n t 0 f
tonl.;Jer1C1'; tr-'ence run SOOO 27' 38" W (J I onl) the Woster 1 y r i r)t,t-of-woy
I i n e 0 f './ i'3 to....; I 1 (] 0 r ; '.j e for 0 rj i s t r] nee 0 f 2 1 4 . ') '3 fee t; t h a n car un
50'5"'15'00' E olonr..1 so;rj Westerly rIOht-of-....oy line for (] (jl3tonce
of 100.50 feet to (] point ~, a curve concave Northwosterly hov1nO
o rlJfjius of 710.00 f+30t anrj a cr,rXfj borJring of S.32"'25'55" W,
thonce run Sou trl....e 5 h3r I l' I) I one] tr~a Orc of ,50 I tj curvO and so i rj
rigt,t-of-,'uJ1' I ino thrOl..HJh (] contral (1(1010 of 53"'58'35" for 0
distonce Of 7'32.79 feet to tho POINT OF BEGIWiING.
LESS :
f H E I~ I G H T D F N A.f C F" S. f~ .
43~ AS DEFINED IN
fHE ORDER OF T AK I ~HJ OJ' TED MARCH 24, 1994,
IN OFFICIAL RECORDS BOOK 2747, PAGE 497,
PUBLIC r~ECOROS OF SE'..4I~WLE COU~H'(, F=LORIDA.
- S 8C7 49'07- E
/331XY
"J.EOOATION
$T A.6~!JA $Jf_ 4~.f
STA 29-77.20 VI$TMILLA ()ItNE
4
. . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . .- . . - . . ... . . - . .
..-..-..-..-..-..
6/'3
_ ..L. _
680
_ l_
-=~---=~=:=-~
! --1
PROPOSED (F .DfJ.T. ) RETENTION POND
o 1!3"MAPLE
o 19-M4PL E
\\. 2()"CPMM
~o IC/'A.J/l...PLE
""',
, · IS"PINE
/'~
/
/'
./
//
6' WOO.fj fence
cor.IA!. s('>uth
IICJW [~~ LL
C'f?[~EK
f) f~1 A,S E
.uw ALSO LESS: 11.11 J
COOlTenCfJ ot tre Northea~t corner of Section a, TO.Nn~hlp 21 SOUH~,
r~Qn(~o .31 a(J,~t. SemInal/) Co<,..Jf~ty, Flori<:l'JI tr,anca run SOO-2"'~S"E,
()lonO tra East IIna of the ~~orH16a5t 1/~ of ~oilj Section a, Q
Ijistonca of 20'5.'56 feat to Hil! HtYH10rly rir)t~t-of-..~)y line of the
Lr:::ka Ch'Jnn Brl)r,ch of H',tJ SO')bc<Jrd CIYJ'3t Lira Hoi IrO<Jlj (S.C.L.)
(100' r/'-)I t~',ence run ~..'S"-34 '57"W, olor,')~Oi,j ~..orH"erlJ' riot,t-of-
.,oy I ina, a ,ji~tonce of 2'33.14 faat to I) pOint Oon a curve,
car,co'..e SCl'l_dh..e5terly, hO'llnrJ a centrol (}r(Jle of 24"".'10" and 0
rarJiu~ of 1'3'59.1'3 featl thenc03 run No<rth.e~t'3"y 1)11j("1fJ tha ore of
~aid curve on,j 3al,j Northarl,. ri(,Jht-of-..~y I ina, I) ,ji3tonca of
84'5.83 feet to the point of ton',JenCYi tt1ence run ~O'J-1B'14".,
olon,,;! !,)l,j ~~iftherly r1ot1t-of--.,oy lir'e, fJ Iji:~tonctl of 531.26 feat
to the point of cur'..oture of 0 cur'..e, cor,cay!) SC>(.Jth..e~ter Iy,
hl)vinQ 0 central anole of 11-~5'.3a" ond 0 radiu~ af 2612.03 feet;
tranca run Nc.rth....e~tarly, 0101""\<; tt~9 erc of aold cur'.a fJond 1!ol,j
~.orther'j rloht-of-..~y lIne, IJ rjl'3tonce of '5..36.92 feet to the
point of tlJn'JencYI thenca rlJn Sea''S5'CB''Itl, OI'Yl'J 301(j Northarly
rl(,Jht-of-..~y line, 0 dl~tonca of 118.11 feet to the I'1ftl'Jterly
rjl,Jht-Of-",Oj I ina of "l~to'_i 11<..) orl'.6; H'enCfJ run N10-Z3'1g"E,
OIIYl(J 30i'j .eatarly rllJllt-of-.~y lira, 0 ,ji'Jtr)(ICO of 16.23 feat
to Hle point of curvOtur" of 0 curya, cOncoy", S~.Jtheosterll,
hovlno 0 central onQle of 63-00 16" ond 0 radius of '540.00 foeti
t~",ef1ce run N,y tl160:ster II IJ I '.)f"'J tl1<" ur c ,;;1 ,50 I U cur.." oll,j 1501 d
\(e'JterJy r;r,Jt't-of-WOj lire, I) ,ji5tonc", of 6'50.36 feat to tt''re
point of rever'Ja CI~rvotur9 of 0 curye, cc..,ca'.a North",estarly,
hovinQ 0 centrol onQI" of 1"-'57'22" onlj a rodius of 710.00 feat;
thallca run ~~ifthea'Jterly al':~<J tha IJrc of 'Joi,j curva 'Jfl,j 3ol,j
\(e,3terly riot~t-of-......JY line, I) ,jl'Jtonce of 1B'S...3..3 feat, thence
ler)'.Iino 'Joirj W'e'Jterll rIOht-of-';ltOj line, N:30'22' .39-., 1)lon,) I) non-
r Q,j i IJ I I I ne for a Ij i5tance of ~~6. 04 fae t; tt',anC9 run NB'3- 52' 39 "''If
fClf" a ,jlstQnt;fJ of 2100.00 felJt for a POINT ~ BEGHmlNGi H~ence
continue N69-'S2' 33"'W, 0 ,.)1 Jtance of 150.00 featl thence run
NOO"OT'21"E for a ,jl5tance of 100.00 feetl thence 58'P'S2' ..39"'[, a
,jl3tQf'1Ca of 1'50.00 faet; thence SOO'01'21 'W, 0 'ji'Jtonce of 100.00
feat to the POINT OF BEGINNING.
OEscr~IP TION
DATE
BY
R BVISIO N S
DE SCRIP TION
8'-(
DATE
04-18-97
04-24-97
06-09-98
682
- _1-
683
,-.J _
-zf2--
_ e~9_
6/1.08'
684
_ L-
6~5_.
_ _ _ -l61! I.L... _ _ _
S 8f732'22 E
ADDITIONAL R/W BY ORDER OF
(~ . . - . . .... . . - . . - . . - . . - . . - . . - . . - . . - . . - .
8 ~8"
~
~
~
l.()
.~
1.8
~
20"
. 15"
.
20"
.
._.._...~
20" PALM
. 14'PINE
I2"PINE .
I!'PINE
.
~
~
l.()
10
~8
t~
)! \, 8-. -. -, .. - . . - ,", -.. - · · -,. · - . · ..... · · - · · .... · · - · · -..If.. - . · - · . -
.~ l1"f';NE ~ 18"A.JAPLE _
II..V~LE (9 . 20"C.PI~LV S 8C749'07 E 80<l:/JQ'.PI1LM
.........." ~~<ro/v<, ;-;"VN'LE
~ ~ () II"O-V<
l<rC.P11L~,f 0
\ IS' JA t~PLE
'\,
\.
N Bg52' 3g- W
2250.oa
16"PINE .
17'PINF
.
H"PINE
.
I j"PINE
.
.
12"PINE
· 15"PINE
-
12"PINE
II"PINE IgPINE
2ClEJtiE... Jt . · 12"PINE
~/OUDO' I2"PINE . . . I2"PI
~./
J /
,"0
r.? J
(y
f... .
cP
e.
(fJ
,e.
6' WCXJd f etfCe
RE,Sr-~ RVE
ell\) E
AND ALSO LESSI (11"2)
~-------
I TREE LEGEND
. I2"PINE
-......................
-.y
COlltnenCe ot the NCIf"tt~erJ'Jt corner of Sactlon 13, TO'M'1~hlp 21 Sovth,
Ranr~e .31 eOelt. Seminole County, F l(Yi,jal thence run SOO-2.'5'5"E,
alOfl'J the ErJ~t line of the Nrytreost 1/" of~allj Section 8, 0
,ji,3tonce of 20'5.56 fefJt to the Nortt16rly riQht-Of-_oy lira of the
LOkfJ Chr;rrn Br(]nct~ of tha Seobo<)rd Co,ost Lira Rollroad (S.C.L.)
1100 r/.-'; thence run N54-34'51";W, alon'J sai,j Nc.......therlj rlot~t-of-
I/Uy line, a (jl.3tofica of 2'l3.'4 faet to a point on 0 cur'.Ia,
COfIC<.Jya SC~.Jth<<e5terly, tl<)lIinQ <) clJntral QnQle of 2.....4.10. and 0
ro,jiu~ of 1'3'S9.19 featl trance run North...e~terly olanQ the Grc of
~Ol(j cur"a on,j ,301,j Northerly riQht-Of--.,o)' line, a dl3tGnCa of
!!4~.B3 feet to tt1a point of t<JllrJencYI thence run ~19"18'14"W,
OII)l1(J .30Ir.) Niftt10rly rirJht-Of-....oy lIne, a dl~tonca of 691.26 faet
to the point of curyature of Q curye, cancolle Sout~-.,e~terly,
ho~in~ a centrol onQle of 1'-46' 3aw and a radius of 2612.03 feet;
H'lonea run Northri3tarly, OlonQ Hie arc of ~alrj cur..e rJn,j solr:l
NCIf"ttierly ri<Jht-of-.-~y line, f) dIstance of ~36.32 feet to the
paint of tonQeney, thence run See'55'Oe"., olonQ sold Northerll
rir.,Jt~t-of-""oj line, 0 Ijlstonce of 171L'1 feet to the Wasterly
rlr,Jht-of-'fIQj line of "j~ta..f1"o Drive; thence run N'O.23'13wE,
()ltj("1,) 30ld Westarly riQilt-of--.o:t I ina, a dlstOtlca of H;'23 feat
to ",e point of cur..oturlt of a curlle, cancove Southea5tar I y,
t1<.J....in'J 0 central onQla of 63.00'1e" and a radius of '540.00 feetl
"1~11r:.."
rUll
NO('" "1ews t er I j U I vOl) tt~a ur C Qf'50 I ,j cl,jr..e
!5uld
ond
.a.,terly rIOht-of-'tiOj line, 0 dlatonce of 6'S0..36 feet to the
po 1 nt of revar sa cur '.otura of a cur ve, concava Nor th.e.! ter , y,
hO'"lnr; 0 central onQllt of 14.~7' 22" ()nd 0 radius of 110.00 feet;
tt10nce run NCIf"theoster'y <)lonfJ tha arc of sold Ct,jrva an<j 'laid
\!tester I y r I <,Jht-of-~)y I' ne, a rj I 'Jtance of 1 a'!l...3..3 feet I thence
lerJ'.ino salrj \!t9starly riont-of-..Ot line, N:30.22'39"." alonQ 0 non-
ra<jlal line fClf" a dlstonca of 3'56.04 feet, thenca run N89''S2' .39"W
for 0 ,jtstanctJ of 22'50.00 feet, flt'ence NOO.07'21wE, 0 d'5tQ(~ce of
100.00 feet f(Y 0 POI~T OF BEGINNING; thefica run N41.0.3'~9"E, a
rjl'3tonce of 140.28 feet, thence 5100-07'21 "'If, 0 distance of 9'S.77
faatl thenca NS9-'!l2' 39"., <) (jrst,Qfica of 102.'S0 faet to the POINT
OF BEGINNING.
SUBMIT TAL
DESCHIP TION
elT.( OR
COUNTY
SVB
JAA
DLS
NJDED LESS '1 mo LESS '2
REViSE LESS OUT '1 AND '2
COPIED FROM tus2\tus2skt.001 ~ EDITED
W~D
FlNAL
N'PROV No.
810 $[ T
AS" BUIlT
DATE
--.--.--..-..-..-..-..
S 8ey- 49'0'" E
/3835)'
22'
. 24"
19" .
/9"
.19"
.22"
24"
,..
2Y
~ IBM
16" .
2<r .
16" 20'
.. 22"
18"
2<r.
20".
25" ..
2<r.
24"
..
21'
.
IB"
· 24"
· · I!"
II"
14"
... 2/"
... If)'
19"
.20"
18" ·
FOUR 12"C
o
.
.
19"
.
22"
22. .
--~~
~~
~
~,
16"
.
. If)"
20".
o 15'
19"
.
2.3"
.
I<r
O/,r
o 16"
12'" . .
18" ·
18"
16" .. 16"
.
)(-_.,-......... 16 .
'.'-'..X--.-.-_._,____ X--.._........
----
--....
--....----...........
12" 0
P /-\RC"E L
iI / C"' 1/
~)
Gf~OSS ARE I~
LE SS 434 ruw
LESS AREA -I
LESS N1EA -2
fAKING
<14..38 AC.
8.85 AC.
OJI ;.\C.
o.o! AC
- 05 'nd'cot~j
G - mople
ADJUSfED G/?OSS ARE A
35.-.5S AC.
~~
- polm
ALSO LESS: (1.13)
Conment;e at th,e Nortreast corner of Section e, TO...r\shlD 21 SO<..Jth,
Ran(Ja .31 a03t. Semlnola County, Florldal thence run SOO-24''5'5"E,
rj!onrJ tt~e East I ir',e of tha Norttlea~t 1/4 of 3ailj SectilY\ a, a
rji'Jtonca of 205.'56 feat to tt1e Northerlt ri'Jht-of-~y I ine of the
Loka Ch()rm Bronch of tha Soobo<Yd CO<.J~t Lln9 Roi IrOfJlj (S.C.L.)
(100' r/.-); thence run ~.j'54"..34''S7wW, olQ(lr) 50ld Northerly riQht-of-
<<Gy Ilna, a rjlatonce of 29.3.1. feat to <J point Q(l 0 curya,
conca....e South<<e~terly, ha'lin'J 0 centrol anOle of 24'44'10" anrj 0
rodlus of 19S9.13 faat; thafica run North",e~terly Olon,) tt"\e 'YC of
,3al,j curve ond sai,j NtYtr,erly rIOht-of-..~y line, a rjl,3tonca of
84'!l.B..3 feet to the Dolnt of tan<,JenCtl thence run ~n'J"1B.14"jIf,
OI(Yl'; !r..)ld Northerly rlfJht-of-woy lIne, a rjl'Jtonce of 691.26 feat
to the poInt of curlloture of a curlle, concoya South.e~terly,
hO'llnQ a central onOle of 1 ".6' :3Bw ond 0 ro,jiu~ of 2612.09 feat;
tr,ence run NCIf"th.-a3tarly, OlrYlO the arc of said cur'.a I)nd 'Jairj
Nortt~arl:t rl<Jht-of-ttO)' I ine, a dlstoncfJ of 'S.36.32 feet to the
pOint of tot1QenCII thance run see.~~'08"., oIOf~O soirj '~ortherly
ri(,Jnt-of-..oy line, 0 dl'Jtance of 116.11 feet to thl!! we~terly
rlQt1t-of-..oy I ine of Vista'tti 110 Drlvl)1 thence run N10"23' 1'3"E,
olonO aald Westerly rl<,Jht-Of-woy I ine, a dlstanca of 16.23 feet
to the point of curvoture of a curve, conco....a Southa<.J~terly,
hUIo"r'f,:! 0 central ()nola of 69.00'18" on,j a radiu3 of 'S~Q.OO featl
ttHjnC6 run NO('"tt~er..l5terly 01(.,1(10 tt~e U1"C of sul,j cl,jr..." (.}fHJ 5ulu
l'f8'Jterly rirJht-of-....Oy line, a alstanca of 6'50...36 feat to the
point of raver~a cur'lotura of a cur..a, concava North.e3terly,
t1o....ln'J a central Of10llt of 14-~1'22'" and 0 rodiu3 of T10.00 featl
thence run Northao5terly alonQ the arc of 'Jold curva Ofld ~ald
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ro<jlal I ino for a Ij13tance of 3'56.0. faotl thenca run
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South line, run ~WO-OT'21 "E, olanQ /Sold \(e8t lIne, a rjl3torce of
'00.00 feat; thence N47.03'59wE, a distance of 292.9'S feat;
H"',ance NOO-07'21"E, a C1lstonc8 of 18.20 feet for a POINT OF
BEGINNING; thance cOfytlntJe NOO.07'Z1"E, 0 dIstance of 170.91S
feet, H1"nce S2S-0'S'28"'E, a dlstonca of Ta.4e feat, thencfJ
N 8 '3 - '5 2' 3 9 "'If , 0 rj t 8 t anc e 0 f 1 6 . 17 f a at, t h afiC a S 2 1 - "T ' '5 0 ,. E , a
C1istonce of 7~.8:3 f~et, thence 5'S'!l-~8' 10"., 0 dl'3tonca of '58.a.3
feet to the POINT OF BEGINNING.
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LEGEND
NOV
1 9 1998
WINTER SPRINGS
DAlE
FLORIDA
BOUNDARY & TOPOGRAPHIC
SURVEY
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMeNTS
DE SICNE D
CH[Cl<.[ D
SCN..E
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TUS4
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WINTER SPRINGS
FLORIDA
BoWYE]f~.,sIl\TGLJE1DN
& ASS(OCllATES~ IT~.J(COIR1P(O~ATIEIl)
GEOMETRY
PLAN
INGINIIIUNG · PLANNING . IUftVIVINO . INYlftONMINlAL
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA ..32801
407-843-5120 . FAX 407-649-8664
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
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I I 5 () 7 . 27
I I '~9 3 . 2 6
I I S 1'3. 18
I 1560. 18
I I 51 1 . 06
11.371.20
I 1392.2 I
I I ,~ 1 I I I
I 1515. 18
I 1560. 18
11391.19
I I '1 1 6 . 8 6
I 1510.00
I 1'164. 18
1 I 5 12. 1 <]
11564.21
11566.33
I 1 ,~ 1 6 . 9 3
11397.15
I I '16 '1. I 5
11'161.50
1 1505.8 I
I I 591 3 1
I 1592. I 1
II 6 10. I I
I 1538.01
11558.01
11550.81
11500.68
DEscr~IP T ION
6120. ~~8
6120.55
6133..38
613.3.55
51313.33
613f3.31
61.38.S1
6138.61
5 16 I 10
6161..39
6163.21
6 7 6 9 . '~,1
6 7 1 ,1 . I 0
5 1 7 ,1 . ,1 0
6179.09
5 1 1 9 . ,~ I
6803.09
6 8 0 3 . '1 I
58CH3. 10
6808.39
6 8 I 3 . 4'~
6821 10
682 1~9
6822.25
6827.19
6 8 2 1 . 2 ,1
6f335.51
6835.61
b f3 ,1 0 . 5 5
6 8 'l '1 . 6 8
6 8 '1 ,1 . 7 9
6 8 '1 '3 . 5 6
6 f3 ,1 5 . 6 1
6 8 '1 9 . 8 0
68S0.31
6855.32
6 t~ 5 '3 . .3 6
6855. .3()
5 8 S '3 . ,1 '1
6 9 08. 1 9
5908.2,1
691.3.25
69 18. 19
6 '3 I 8 . 2 '1
6952.56
6952.60
6955..36
6955. '10
6rJ55. '1 '1
6 'J S 5 . '1 8
6957.55
6')60.35
6960.49
6961.(10
696' 14
6962.56
5962.60
6966.01
5955. 1.3
7008.19
1 0 0 8 . 2 ,1
1013.2S
1018. I 9
10/8.2'1
7 0 3 8 .3 4
7038.'16
7 0 '1 .3 . 3 3
7 0 '1.3 . 4 1
10'18.3'1
7 0 '1 8 . '1 6
705 1 .51
70SI.GO
1060.00
1063.06
706.3.05
1066.6S
7012.19
1012.2"1
707,1.02
7015.59
10 16 .1 ,
1011.26
7011.68
1071.15
7018.61
r019.0S
708 I .63
7082.08
7085.01
1 0 ') O. 2 6
7090.47
1093.90
1 () 9 '1 . '1 '1
7 I 00. I I
110.3.(37
7103.97
7 I 05. 06
1105.06
7110.98
11 12. 10
sum-AI T TAL
eIT '( OR
C04JNT'I'
w y.o
F"1Wt.
APPROV At.
810 Sf: T
A$-e-JllT
101
102
103
1 0'1
105
106
1 0 7
108
109
110
I I I
I 12
I 13
I 14
I 15
t 15
I 1 7
I 18
I 19
120
121
122
123
I 2 (~
12S
125
127
128
129
130
I 3 I
132
133
134
135
I 3G
131
138
I 39
I ,~O
I '1 I
I '12
1 4 3
I '1 ,1
I '15
I '16
147
148
149
150
151
152
153
I 5'~
155
156
157
158
159
160
161
162
163
I 5'~
165
/66
167
168
169
110
I 1 I
I 12
1 1 3
1 7 '1
175
176
177
178
/79
180
181
182
183
I 8'~
185
185
187
188
189
190
191
192
193
I 9 ,1
195
196
197
198
199
200
DATE
11505.33
11533.51
11507.03
11534.36
11568.01
115'~1.10
I I 5 0 '1 . 8 8
1 I '1 9 2 . 2 0
I I '1 9 3 .3 3
11563.27
11553.50
1 1551 .36
1 1 56 '1 . 93
11558. '19
11535.88
11520.89
IIS37.03
I I 5'~ 3 . '1 7
11509.68
115'16.9.3
I I 5 'l 5 . 9 6
1151'1.21
11594.53
I I 609.99
11591.18
1 I 5 9 ,1 . 5 3
11609.11
11609.16
11856.70
11810.10
11558.15
11512.09
I 1 f35 1 .59
11875.69
11893.69
\\S?O.91
1 1614.59
I 15., I .85
I 1602. '15
1162'1.82
I I 5 9 9 . '1 7
I I 574.3 I
11531.21
1 15 7 1 .98
I 162'1. 20
I I 60'1. 26
11609.70
11596.83
11603.28
I 1851.46
11833.'1.3
1 I 8 '1 5 . 4 3
11666.85
11656.59
11617.23
11731.23
11747.23
11824.2.3
11880.38
11893.38
11656.12
118.3.3..31
I I 8'~ 8 . 8 1
I 1 851 . 09
11875.36
11577.20
11737.19
I I 1'~ 7. I 9
11824.19
1 1 6 '1 0 . 5 6
11880.3"1
I 1893. .3'~
11633.02
1 I 1,' 2. I 7
11829.17
118,11.33
I 1552.53
11654.60
11688.60
11829.10
11841.25
I 1736. 60
11683.12
11824.09
I 15'1'3.00
11833.22
118'17.98
I 1102.06
11726.05
11583.11
I I 1 '1 3 . 0 5
11824.05
11126.05
I 1702.0'1
111.30.83
1168.3.85
111'~.3.93
11696.67
11671.92
1167.3.5"1
PAVEMENT
11 12.26
7 I 12.36
7 I 13.28
1 I I 3. 89
7 I 15.09
7116.03
7120.01
7120.09
7125.99
7 13 ,1 . 9 6
7 I '1 0 . 0 I
1 I ,1 6. 7 5
1158.28
7160.56
1 I ., I .01
7179.28
1182. 19
7 18'1..3<1
1185.08
7190.'16
1190.95
1193.96
1203.91
7203.97
7206.12
1209.'16
1209.51
1214.00
1231 . 7 I
7 23 1 . 7 6
7233.89
7236.07
7236.10
7 23 5 . 1 I
7236.8.3
72~4.29
1 2 '1 5 . 2 8
72'18.61
724<].'~9
7250.16
1256. 1.3
72S1.25
7 2 5 8 . '13
1253.19
726.3.53
1265.89
7 2 7 '1 . .3 0
7 3 o'~ . 61
1306.08
7309.02
1316.81
1316.92
7 3 2 I . 5 ,1
7329.12
7.32').11
7329.96
13 2 9 . 9 9
7330.2"
7335.79
7.335.83
1336.58
7335.87
7331.00
7'340.62
7 .3 40. '11
7.341.00
13'12.96
73,12.9']
73/13.2'1
13'15.71
73'15.19
7 3 '1 5 . 83
7345.52
73'1'.98
7 3 '1 8 . 2 5
73'18.29
7.363.80
7310.28
7371.88
7312.25
1372.29
1.372.55
7 3 7 6 .3 ,~
7.311.24
7382.22
7383.43
7383.48
7386.85
7386.93
7389.79
7389.98
7390.2<1
7390.35
7391.50
7395..36
7.395.56
7395.92
1396.51
7'~ I 9 . 0 0
7 ,1 2 8 . 1 1
201
202
203
204
205
205
201
208
209
210
21 1
212
2 I 3
2 I '1
215
215
2 I 7
218
219
220
221
222
223
22'1
225
226
221
228
229
230
231
2.32
233
234
2.35
236
237
238
2.39
2 '1 0
2 '1 1
242
2 '13
2 '1 '1
2 /~ 5
2/15
2 ,~ 1
2 '18
2 '19
250
252
253
25<1
255
256
251
258
2S9
250
251
252
26.3
2 6'~
265
266
267
268
269
210
2 7 I
272
2 7 .3
27'1
215
276
277
278
279
280
281
282
283
28"1
285
286
287
288
289
290
291
292
29.3
294
295
296
291
298
299
300
COORDINATES
I I 5 8 5 . "1 0
11681.92
I I 5 61 . 05
11132.67
11880.03
1189.3.03
11685.52
116113.91
I 187':>.0 I
11880.00
1189.3.00
11126.97
I 166 I .2'
I I 1 2 2 . ,~ 1
11832.95
118'15.9S
11850.92
1 16'19.83
11109.83
11649.75
11652.13
11930.88
11661.13
11653.12
11850.70
1155'1.69
11819.68
11892.68
11698.20
I' ro'). 68
11659.88
11855.68
11874.76
I 166'1. 52
11693. '18
I 1 8 0 7 .1 8
I 181 7.03
I I 900.1 8
11766.96
11721.10
117<11.0'1
11662.09
11667.58
I 1818. 16
I I 17 2 . 8 5
I I 8 '1 2 . 5 7
11882.56
11907.06
I I 758.36
I I 1 I 1. 00
1 I 1 '1 I . 0 4
I 181 ,~. 25
11778.31
11667.52
118<12.52
I 1652.0 I
1 882.51
I 9 01 . 02
I 162.83
I 1 I 1.00
1 7 4 1 . 0 "1
I 806.3'1
I 7 8 0 .3 6
16'12.29
I 648.93
I 838.8 1
I 889. '.15
I 900.65
, 843.51
I 807.95
I 8 2'~. 6 I
1 653.11
I 181.5"1
11631.'18
118"13.93
1 1701 .21
I 155 1.0 I
11834.57
1 1769.88
1187/1.'1?
I I 7 0 8 . 9 '1
1 I 7 6 2 . 9 '1
115'11.f33
11586.86
11879.39
11892.39
11843.12
116'~6.03
1156'1.41
I I 8 .3 8 . 5 '1
I I 81.) o. 09
11659.01
I 1708.9'1
I 1162.9'1
11930.55
I 1556. 1 3
1156.3.09
11688.96
11832.36
7<1.34.09
7 ,~ 4 0 . 7 0
1 4 ,1 3 . 2 5
1 ,~ 43 . 5 5
1 ,1 <1 '1 . 7 8
7 ,1 '1 ,1 . 8 3
"1 ,1 '1 6 . 0 5
1 4 '1 8 . 5 1
7'1'19.7.7
1 " 5 '1 . 7 8
7 ,~ 5 ,~ . 8 2
1'156.26
1 ,1 5 6 . 2 8
1<166.30
1470.43
7 ,~ 7 0 . 4 7
7"180.49
7509.0<1
1509.2.3
} 5 3 5 . 0 '1
75.35.04
75'10.02
7 5 ,~ 0 . 0 6
15'13.61
1552.77
'1 5 5 3 . 63
1553.78
1553.82
1555. 12
1555.15
7557.11
7557.78
7557.84
1558.27
1561.82
1569.20
7569.66
1569.92
757'1.98
7581.53
7581.6.3
158'1.75
1586.42
1581.29
158().85
1592.19
7593.87
7593.94
7 5 9 '1 . 9 8
7597.63
1591.63
1601.71
160.3.80
7605.33
7507.30
7G07.97
1608.86
7608.9"1
1609.30
7612.53
'1 6 1 2 . 63
1516.39
7620.'17
7622.93
7623.68
7 6 2 '1 . 0 2
7524.89
7624.92
7625.46
7625.68
7621.96
1 5 2 8 . 2'~
7629.79
7630.62
7634.98
1635.63
76.38.10
lEd8.26
7538.5'~
76.39.84
7 6 '1 I . 53
16'13.25
7645.25
1 5 '1 7 . 2 5
76'11.63
7641.57
1547.77
76'18.95
1649.05
16"19.59
7550.83
7652.5<1
1 6 5 ,~ . 6 3
765'1.63
7555.01
7555.32
1656.04
1656. 17
7 f, 5 1 . '1 8
BoWYJER-=E;INGillTON
&: AssocrrATES~ lil\rC(D~IP01RATlEJI)
-, --
INGINII"'NO · "LANNING . IUftYIVINQ . INY'''ONMIN1AL
520 sou fH MAGNOLIA AVENUE : ORLA1'~OO, FLORIDA 32801
407 - 84 3 - 5120 . FAX 407-649 -8664
301
.302
303
3 o'~
305
306
307
308
309
310
.3 I I
3 I 2
3 I .3
.3 I '1
315
316
3 I 7
3 I 8
3 I 9
320
.321
.322
323
324
325
326
'321
328
329
330
.3 3 I
332
333
33 ,~
335
336
.331
338
339
3 /~ 0
.341
"3 '12
.3 ,13
3 ,~ ,~
3 '15
3 '16
341
3 '18
349
350
351
352
353
35'1
355
356
351
35 f3
359
350
361
362
363
364
365
366
367
368
369
310
3 7 I
312
313
3 7 '1
375
3"16
317
318
379
380
.381
382
383
384
385
386
387
388
389
390
391
392
.393
39,1
395
395
397
398
399
'100
1 I 8 '1 5 .3 6
1 1636. 17
11699.34
I 165 I .83
11635.70
11586.63
1 158'1.37
I 1616. 18
I 1605.6 I
11600.3.3
I 162 I . <17
I 159 I 72
1 1613.38
11520.'15
11553.80
1 IS 71 .24
11516.25
1158S.09
f 1659. 18
11621.'1'l
1 1633.8 I
11'179.18
I I 5 8 '1 . 7 9
11526.53
I I '1 8 9 . 8 4
1 1 6 '1 I . 8'~
I 1 '17 I ,50
I 1491 .09
11634.63
11'189..35
I 1,182.48
118.32.08
11845.08
11819.07
11892.07
11850.07
1 1 508 . 05
11850.06
I I 8 14 . 06
11832.04
1 1 8 '1 5 . 0 5
11879.0'~
11892.0'1
II '196.98
11539.26
I I 5 3'~. 1 0
11553.36
11556.<13
I I 57'~ .37
11428.26
II '1'10. 78
114'14.20
I 18.3 I .79
118'14.19
11468.75
114'13.51
11424.82
I 18'19.77
11437.46
11833.03
I ,1 7 2 . 2 3
I 11 8 ,1 . 7 2
18'l9.15
1'181.54
I 506.18
I 8.39.87
I 816.29
f 500.02
I 529.87
I 533.38
I 875.56
I 891.70
11823.40
11543.97
I 1821 .95
I 18 7 1 .35
11879. .36
1 I 5'~'1. 95
116'11.95
I 1 5 5 '1 . 9 5
I I 744 .95
I I 462. 06
I 1<179.06
11526..32
11'17<1.97
11492.04
, 1531.20
11'155.51
I 1520.70
I I '1 9 6 . 5 3
I I '1 5 6 . 3 0
1 1 5'~ ,1 . 9 1
11496.34
11641.91
1155'1.91
I I 7'~ ,1 . 9 I
I 1 76 I .41
11'161.27
11'19134
11528.15
WINTER
7557.52
7657.77
7660.15
1 5 6 <1 . 6 '1
166<1.77
7669.18
7671.57
1678.1'1
1681.45
1685.38
1 5 8 5 . 8 '1
7586.9-3
1691.81
7692.83
7696.69
1 1 0 '1 . 5 2
1105.31
711'1.92
7 1 1 6 .3 5
7117.56
11 I 8 . '1 9
1719.93
1121.98
1723.96
7127.56
1129.27
1 1 3 I . ,1 9
7734.41
1134.66
7737.03
1738.50
77 <1 '1 . <1 8
., 7 4 '1 . 5 2
7747.53
7741.67
71/19.53
1152.28
7152.56
1752.61
1 1 5 1 . '~8
1157.52
1757.62
7757.67
1770.71
1171.16
1186.33
7794.00
1795.70
1800.82
7825.92
7830.56
7836.59
7837.48
7837.52
1838.07
78.39.22
7839.58
7842.53
7842.17
7 8 '1 '1 . 1 9
184'1. 30
1847.75
7849.39
7852.67
7852.59
1 8 5 '1 . 6'~
7855.1.3
1855. 16
If357.12
1863.33
7865.61
7865.66
1856.01
7866. 16
7872.9.3
1873.35
7885.59
7f395.99
1896.30
1896.3'1
7896.62
7899.57
7900.01
1900.53
1900.79
1901.29
7901.78
7904.15
1905.7S
1905.61
7908.40
1908.99
7909.18
7909.30
7 9 0 '3 .3 ,~
1909.62
7912.S0
1913.73
7913.82
7913.94
'101
,~ 02
'103
'1 0 '1
'105
,106
'10 7
'108
{109
410
'~I I
412
'1 I 3
,1 I ,1
,~ I 5
,~ I 6
'1 I 1
,1 I 8
'l 1 9
420
421
'122
'12 j
,1 2 '1
'~2 5
426
421
'128
429
,130
431
432
,~ .3 .3
43 '1
'~3 5
,~ 36
SPRINGS
115.39.90
11645.89
I 1 6 '1 9 . 9 0
I I ',~ 9 . 9 0
11755.09
11789.99
I 1796.9 I
1141.3.60
I I 178. 15
1141.3.59
1 1426.59
1/804.02
1 1 '13 I . 5 1
1/716.70
1 1596.26
11601.26
11618.59
I 1519.56
11526.26
11613.59
117'18.59
I 1 1 5 '1. 7 '1
I I 1 8 '1 . 9 0
"'~31.51
I 1519.5 I
I 1526.21
1 1596.2 I
I I 618 . 5 '1
II 14f3.5'1
1175'1.68
"'~61 IS
11'156.17
I I 'l6 I I 9
I 1 '1 2 5. 1 8
I 1420. 16
11'125.15
GEOMETRY
TUSCAWILLA
COURTNEY SPRINGS
7913.97
7914.31
7':31"1.32
1 '3 I 4 . 5 "1
1914.66
1922.49
.7 ':3 2 3 . 9 '1
7927.17
7':330.2.3
7930.57
7930.61
7934.82
79.35.63
7931.15
79'10.55
79'10.67
7940.91
19,11.26
79'11.28
7941.39
7 9'~ I 7 I
19'~ I. '.3
7 9 '1 9 . 7 0
7955.53
7'355.91
7',)55.93
7956. f 5
7956.41
1956.63
7958.65
5772.46
6761.48
6762.46
5762..35
6761.3.3
5712..3'1
PLAN
PUD
APARTMEN~rs
ilI'- jl 'c- r;"'o.. I;'::: ;; -,\ :~~.- :y, '"\
't 1I\;L 1"... .~.... ~y ~'L:~-Y
NO V 1 9 1998
C IT 'v' " f_ ,~"I
C, TY IN(;d\.F-l-'r..'
FLORIDA
1
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SEPT 1998" ,/
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N 7271.4390 E 11607.8340
TYPE D INLET
TOP E L. 29.0
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TYPE D INLET
TOP EL. 32.0
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TOP E L. 31..5
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BY DE SCRIP TION
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DE SIC NED
SUBMl T TAL
DATE
FLORIDA
DATE
SEPT 1998
----,._.~--_.-
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WINTER SPRINGS
BoWYER,sINGLETON
&< Ass (() C IT ATE 89 IT 1\1 C (() IR JP 0 JR A T 1E [J)
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TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
PROJEC T ~iO.
810 Sf. T
INQINII"ING · PLANNING . IU"YIYINO . INY'''ONMINTAL
520 sou fH MAGNOLIA AVEf'~UE : ORLANDO, FLOr~IDA .32801
407-843-5120 . FAX 407-649-8664
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TYPICAL FIBERCLASS LIN€R
INSTALLATION
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\ EXISTING ~ATERIAL AND CF EQUAL THICKNESS
\\ BUT H~ 1.0 CASE lESS TI1M, 2" TllTAL ASPHAL T
THICKf~ESS.
\
SE T
TOP OF VALVE BOX
TO F I~~[SH GRADE-
TRENCH "'10TH (lIfj + .~. -EXIST. ASPHALTIC
T -l -SURrACE REPL-ACE'.AU~T r CDt<(f1E TE. <;1~11r ACE
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CONCRFTE COLLAR IN UNPAVED
M~EAS ONLf ------------
.1 "
R E P LAC E \A{ Ii T 8 A S E
'.A A TER I i\L TO BE
L r o,4f ReC' ('[1
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1!Tll1TI PIPE
- -- S!, R r ACE .I (] I ~i T T ~ g r lJf C H ~ I~ I C ALL" S A /1/ - CUT .
VALVE
(TiPE AS SPECIFIED)
------.--...-
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6' BE DO II~G ROCK-GO:':: SHALL
f~EST rm f3EDD!NG fHJCK., NOT
[~~ 1,1 A L V E C R P [ P E MW S HALL
f'E rpnrPF[i (J~~ CPFfiAT1~~G NUT
p-
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C.F TI~E PIPE TO THE BASE M,O CC'APAC1EO TO ':l8't DU.S1Tr PER
AASH:O T-180 ....ODIFJEO PRCCTEli.
8 A S E lJ ,\ T E R I ~ L S T 0 8 E P LAC E 0 p~ T II 0 CRT H 11 EEL A ' FRS F. Gl t F 0 .U.D
T A 'Ar[ D T n ~ R (; v ESP F C I r I E 0 C F I~ c:. ! T y .
NOTES
114 BAf~ AL L
T~'T fIlCO M~11>lQ ~us Si'AH 0( Pl.JUttO AGAI..sT UNOISluPe(O
~;' ~ ~(:;~~( ~~ri~ (~t ~o~~ ~~~~i~ l;::n~! ~ ~CW 1 [ 'l L
(ll('C l~ST 8tOU "Al L(!llCI", r.:I rITTl~S. P-I.JT 8O~ 1"1 'Fl{)lolT
is P'\.~ 8€.foot ~I!IG (QN(.P(l[. ,01~1~ ~All '<<)T ~ Cel.-1:~f.D
a T !l1fIU~ T !k Q(. .
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IfI( U'tClrlC rll"~S AAll.l.~io4[~T.
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* OJI.Pt( HO IlT IH{ U.<ll....l~ I IUS(D OM All CO I ~ C~S 1 D(IlA! 101<;'
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0(~1~ C"''''II't SOIL T,Pt, Ol~l'" [$ (0,[111. T(ST P1'l{~S,"I'>(, LATI~G
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10. tU<<.~('( T~I 8e)(II>.o: ~Hl4.L HAV( A 1111"'. (lU'I'>(HlrjN SIP{~T..
(yF HOO P~ I .
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I 0 f'tl(S~'.JP III "'0 1 <<( , 1 H.
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ADJUSTABLE
VALVE BOX
WITH CAST
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, ""::::- 111::.:- ---= H.
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2' SO. ~RU~CH NUT
MW I..;PPEri GU I DE ;-
REOUIRED FOR l.ACRE
T H M~ ,~' 0 E P T H --
BOX SHALL ~WT r~ES T m~ ~
V A L V E 0 f1 PIP E AND S H 1\ L L
BE CENTEriED eN THE
CPE R 1\ T J ~~G ~w T ---~ -.---
LL
o
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THRUST BLOCK DETAilS
I[~. (0.
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1."
, .
2.
3.
COVER TO BE ~^RKED WATER, SEWER, OR RECLAIMED WATER.
V A L V E S S HAL L ~ W T E3 E L 0 CAT [ 0 INS Tf~ E E T CUR B S .
F(J[1 f115EI1 O::TU~SIONS SEE f1EOUIRE....E~n5 H~ SECT(m~ 2.3
( C ),
STANDARD
VALVE
BOX
& VALVE
ROADWAY
OPEN
CUT
DETAIL
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.~ OIH(~ P{IHl~~T ACH<CIES HAS e([~ R(((htD B' cln ~ '1"11[1'1 SP~I"('S !>
I"IS Jut.EEI'l CI.J,fo4(CTIOlol S/;HL AUO B( uSfD 10 IUI",I'I... A WI"'I""'"
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.l.D(C~_,,1[ TliPuST Bt.OC~ INC '-NO/C'" RESTIHII<TS SHAU e.{ ..RO"ISED
l~~~ ~~~ ~~ ~l"g~~r 1~ '~~...t~~iZ T~"""~I ~ifiE~WD (?~i~T t~
l i~; ~~~ A ~~ ~ 't'i \J~( ?e~.l.ri 1 [~I~; ~"'~~i ~~ I... I 161 B~O ~ 1~~D '-.~~~ ~
H 0151....UlfO B" <"fPATI"'G fJA suS81"'G PER S(CTIlJ1-4 II r,# UtA
C6'> 1 .~2
~'O'(: AS .(. Slllll'O.( (!L...T1 UT(1ll '-NO ~[1I(1ll 5'A.NCI..F<C1i
SANITARY SEWER SEAvlCE CONNECTION
"... co. , 16
ISlE i>CCI<l
TEMPORARY JUMPER CONNt:CT ION
101. to. 1 "
TJ'"~{_
SET TOP OflilUE BOX
TO ~ P~ISI<[O CP(lCF -
] [- _u c.mi( HE T E COLL.i'\. f1
11~ l ~,P i'\ V E 0 (\[i F (\ ~
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('.OJUSTAGLE r:I1ST lRC~~
_ L-~.'.. r - 'Ii'\L YE BOX
SEE ~.oTE 2 .l
~,J, PLIJGI~l.1E ~- -'-.., [g a1\\
'~I1STE'''''ATER '" ')5
r [.l1e [ ~A IN... - ~ -~,-
-f~-~-~-=-~
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80:( SHi'\LL fjEST ON
--BEDDING fjCCi< NOT
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M~O SHilLL BE
CU~TEREO eN
CFlPM ING ~jlJT
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/ ....... .... ,....,., IlCI
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DETAIL
SEM. co,
VALBO'.(D
7-96
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~. 1_( !.I<(~ (ix.L~ ""T ,( 1"'~'AtllO ,~ TO 4" e(LO.. r 1015"(0 >~'O( lIT...
SOOO I "" O'Tt ~ 1 H( (C\. l ;.A
,. Cl(;.A......:r 9(111(['" ao1lC~ I~ e~'~ '-NO ',", 'Jf ~(... ('~l6P Y<All e(
" "'I~.
2 .4
(.
N()'(5,
6.
(ICE?T 'S R{CJlJIR{O 10 HU'!.H L I'''''' CI ~R(AI(~ lfofAJol S' IIi4
~bc~~(7~ i:: U6~i~ ~~~ i' II~'~; ~~~ 0~ I t~n(~C~III~At \Hr 7 I( -I ~
"Al"t: Si-lAU P{IolAI", LXHD (lO'!.[O I.,NTll IH( N(' S'~IE'" I.'S
B( (... (L ( .&.P( Sl f CJFl U!.( B T r D( i> .l.1~ .l.H 0 I k( ~ PHIT IN(", 1 AU't(: f S .
~()N R((( II'T is CLUJU.M(( rl.p 1)<,( rRfJW fD(P .l.kO AU f)TH(~
~1~~~~~ ~~~H(~~~Ti~;IU~~rC(;:~;'Am~'T~l~~ APE 10 af
(l O!.{ 0 .\.NO I>L uCGf. 0 _I TH 1 BP ASS p\ l;{,~.
AU I...ST.l.UAT IClN I.MO IUIMT(!O..I.I4(( '.I lfoI[ 1[l#tPA.Rr JLM'f..R
~ ~~6~~ ,,~~{ ~S€rc ~ ~ l~A~tr~~l ~~{ .~~ ~~~~ rre I C~ ~ n; 1>.(
C 1~11:UC 1(.fl.
FIRE HYDRANT ASSt:M8lY
7.
~r.... co
r I O'.l(ool T~
'f6
FINISHED GRADE -
4' II 2' HJ TEE--
MJTES:
1. P','C EXTE~.SIONS SHI'<LL NOT BE USED eN 1'~lfE BOX WSTi\lUHION.
THE {\CT\J{I\TING NUT FDn OHPER YiiUES SHi'1LL BE EXTENOfO TO
2. (eHE L.;P TO 4 FOOT DEPTH BELC\<f FINISHED CR~DE.
4' CPVC ~
-r-=-~- - - - ----=
PLUG
VALVE
AND
BOX
DETAIL
J j('2~:<'1
BY
REVISIONS
DESCI~IP TION
DE SC r~IP T [O~~
DA TE
BY
FIRE
DEPARTMENT CONNECTION
SUm-AI T TAt
DA TE
(1T'( OR
C DUN T '(
BOWYEIR,sINGLEfON
fl{ Ass (0 (c II A 1f JE 89 IT I\f C (0 JR lP (0 JR A T 1E [J)
WUD
r iN N..
APPRO'.' N..
BID Sf: T
aNOINlllUNO · PLANNING . SUIIYIVINQ
520 SOU TH MAGNOLIA AVENUE
407-843-5120 . FAX
AS' 8tJIl T
· INVI"OHMINTAL
ORL ANDO, FLOr~IDA 32801
407-649-8664
.s<f~'J"~~...ur.,
-E':'.. '., "'...
lI~iJi
T'fP.
F 'r11' I o(ll , I ~-'...
....AI
CAOSS '1 TM 110 ","""
""Of
~ _._~-
-----
~.
.
I'
"
1 ",~
10-'
I" L,,_
I I ----
I ./
1/
,
COlER
PLAN
"INI.ut llt.oTH (]I AI"AAINlO PIPI
TO 8[ I~TAU(O ()f (ACH 510€ r:I , I T1' ING
--~- ""~::;n__ E~_~~~d}~ "",:,;;;,~,~ -,,--:~
- -~:: :: U-l~'. :: :: :: :: :: - :-
u 111' al'<O 4 10 I! 'I
--~-~--'-- ~-,_._-
" "4' al..o 1
__~ ~~~f~~~~~ .. _~= ___:: :: :: :: _~:_ ~__; _
~.OT E S
, .
II.STAlL FlJt.l LENGTH JOINTS WITH TOTAL 1~~J...eER Of JOI/HS EOO"l TO 00 CREATER THm
SHeWN I N THE: TABlE ANO ,1)11 TI<E: TOTAL Ef)1J I VALENT L ENCTH REOU IRED,
ltl~[RE TW() CR lA'JPE FITTINGS ARE TOGETHER USE ,ITTINGS 1n-4ICHTIELD THE CRr.~TEST NU~[R OF
RESTRAINED JOINTS.
CONTRACTOR SHALL SC81.llT FOO REVIEtf M.O CO~NT, DRAWINGS rOR RE5TR.~II.[D JOIIH Sr5T[....
ENGH,[[R APPROvED S.;Of' CR"WINGS TIJ BE SIJB~ITTED TO THE COI;NTT.
THRUST BLOC~ AI<O RESTRAINING SEwfR ANO UH.R IiAIN SCf'EDUlES SHALL BE CCIot'LETED B'l' TI,E
ENGINEER, B4SED ON ALL DESIGN CONSIDEfHTIOl-oS JNCLUOI~~G BUT NOT L1\alITED TO THE FO""LOlllP.C:
PIPE TTPE, SOIL BORING CAPACITY, SOIL TrPE, DEPTH Of CO.ER, TEST PRES5IJRE, LATlr.C COt<DITIGNS,
SHETr FACTOO.
TI~15 CIH.RT us PREPARED BASED LPON THE 1'312 CIPRA l,(Af(UH FOR THRUST RESTlUHH Of
DUCTILE IRON PIPE. AS5L.:I.AH,G, (1 I 1'50 PSI lrO~I(ING PRESSURE, (2, I :3 rEfT Df CEPTI~, AND
13.1 LArING COt<DITICI. "'0. 3 'DR "iAr,O/c,ILT [UUFILL.
2.
3.
~.
'5.
r~~' ~p.~ ..- ~ -1~TTr-
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U.t4(P{ T( -, f,.L/ ~ T
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~ I~f ~Hl------ ~ SOil
k/4 ,,- 1111.... __-2 - --~ ~~~~(e.~~~'-A
---'J.b(ilUL..L&AClf...L tirA~ilw~H.
C",ASS -A- MOO INO-SPlC I AI. COG I T ICHS
(~H,(O a.c.., ILL
Y_:':;';':,'~\
:~:,~: ~"t"s:\-
,. 1111.... -----F\~-.:l-~=-~-.~- .~ i /"aRAC :~..
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1>-lIS f'I';JIlTlOM 10 ~
(IJl '-NO R(r.<<J'TtO -
SPeCIAl. OCTAII.
e"
-~: lLlfTr=:i----,~l!'~r'~ J ~-~]JTTi. Jll;r
j~~ ~ ~ '
· ::: - Il I --- -- C lW' A( H 0
~~~ ::1 I llQ ~ i -T1 e.v.UILL
" ... ... ~ ----- I I
..... 1, t' (r..rWP4'110
~ .'f?Z;-/ r~~ ~ ~~~~~1.~
~~~ ~L~~;) ~~~/ ~/;~//
~!1 I /)/I(f t/ /
I ,:4j ~_~ ~ _-- p--- ~/2
J'CIS1.>PBt~;;--- / 1 ~ =.:: r ~ ~(( ...ol( 2 ,
SOIL ~ J"' - -:A~ - L_
~I~( BUl / -HZ;H _-Ii -
o , ~ .r 10Hl~ 1-- ,';:";,, "mH'
a{OOI"":; Il.AHIllI.t
_-'!',.f<~ l~( 'l<..H. ~~\~_M~L'<';i_
MOOING AAO TR(N(HINO NOlIS
Be . PIP[ 0.0.
61 '" I~{N(>-l 'IDT~ AT 1ClP r:I PIPE
'U I. a 'j . a c . 2 ~ .
Wi"'. e,j '" ~.. 01101. r:I !HL . ,. 1 t.toS"U1(O IR{N(>-l'
IOU. 01101. r:I BHL . '2" I!.I<((HO IP(NCHI
~1'~~~~(~t:~V~~A~ ~~W1JttlJ~~~lt~ ;rAl~~
CUSI'lII~I",(j 1U1[IIlI.l.l, OEPIH ~>-lAlL BE 6- BllO. BOTT')W
r:lfUTILITr.
H'(~i ~~.:1Ri6At~ B~A f~Ja Ii4sN~g:1 It;.I,~~~ N :Bllr~l(J~ J Al
R(I.<<).....l. "',{P( DAlitt'4 ~LOW I'IP{ I"',(RT, $l<HTINC S".l.U
;~ ~~il"~~Z:D~~~I~ ~..:~;(~~C~I~rr 1:1~~lcr H:~'<~
CASE SH~LL S~H11'<C LiFT I'" p\.(( (11('.;0 ~lGH{1Il T~~I<I 30'
BHC. SlRrAU C.PADl I.N\.BS SPH If IOu T .l.P~C,ED.
allAC I ~ SI'AlL S( .l.PI'RO"tD AS R[Qoj I RID.
P?OT((Tj,{ CUNo(Rf.1( nAi3S .&.P( QEoolRED ~("'("(R
Dt,lH r:I CO,(R IS LESS 1\0(.1.'" ~I!l' .l.NO !F ARP?fJ,lD ~r IHE
uTILITT.
IHeH ILl 10 BE: ClJl,f'ACHD 10 1U D("'~ITT CI
AA$..;10 If!D \lOTlr[(o P~()(IUA I... "'('S 10 ar ~A'tD
.l..1~ Bl I'. 01H[I'lS.
T.
2.
~ .
ClASS -8- 8€ool~~ COHOITIM
~ .
PIPE
BEDDING & TRENCHING DETAILS
Hili WI"
fl(DI~{...
FINISIIED
GRADE -
SLOPE
TO COlER ----
.-----,
SLOPE
MATCH
TO-
GRADE
SLOPE
INST ALL AT/ON
P,v.c. -SCREW-TYPE- CAP
- PVC PIPE
- 45- PVC BEND
TERMINAL CLEANOUT
WINTER
SPRINGS
2112' X 21hl X 2' 2-\<fM
SIOEW'('<lk SIAMESE COW~. ~ ~
(ot,2: - j]
2' GS PIP[ ---- J ~ I
~------------ : t-- .--
C:I~~~- -
L - 2' CHHk Yi'\L VE
L~
~t
-~j~-~ ~~---= - -]
SEWER
FINISHED GRADE
P.V.c. -SCREW. TYPE. CAP
-- PVC
WYE
IN-UNE
~
~
~
~
~
S~~
CLE MOOT
CLEANOUT
DETAIL
\
FLORIDA
DATE
SEPT 19 8..
--'~-----
BSA
-----------
JfK
----.---.,.-----
NONE
~"-_.__._-
TUS4
---.----
tus...~.Q91_
11 Of 13
DE:StCN[D
8<
CHHI<ED
WATER
DET AILS
SCAlE
TUSCAWILLA
COURTNEY SPRINGS
PUD
APARTMENTS
PROJ[C T NO.
FlU Nt.M[
SHUT
1i,~ :E r:
t '~l~ ~~'.: ;.~
newpl.ref
NO V 1 9 1998
(~I T Y C I '... ., t
C! 1( l
'1\:'; ;"'.,.(
f-\
f;=1 .:.::>
\6 R' PllC r SnR ? 6 I@fi,jt-, ; 1..z'J1I1~,-118' -- ~~. .-~ H_~'~ -'- ~--- - -18' I-
I I~~-- - VAL VE 'I AIJL T
,~/-;:-1-;'-~, I [~~:~ CAPPED ~n PPLE AND VALVE
.~/~ I .~, ", ,~_._ --.r-J .... . __ ~ _~Ofi~lF SSUf1f WAGE .IT~P'~___n___
T -~~ ~-- --- .~ - .~. ~ /./' : ~ ((/~E'~.~)~~~<r~~! ~ ~;j~..~'u\ ~ -- --i}j~ ~ 1~--l-I~~:~jIP-;\,!~A~~- f), . "'{lllJ~ - - --- -- __n._ u_
Iw T - -- ~ . -/. ~ . t I \ ~ '~lE. J :~: E -- ~ '. - _1- I ()'\ @ _~ ~._)Jt ~ u_ r '" ~ ~ - - , - - ~ - - u _II -~ - - - -- -- - - -- - - - - - - - - ~- - -. - - - - - ,--
, I", {/TI~ 1--- r - r- - -- - - -*-~ y t -- --- ~ '>-~ .
/, : : '. I '~..~': " ::' it- _ n Stt---- - -r--- qr-- _ F3L"O'OGR, I I I 'l~// \~ C) ·
- --/ - 'l _ _ _ _II 1 - -....-_-=-.-._~-..+--I. . -. - -:-~ --- .-. t-- _-r- -. -._..~_ - = -.. ~ '.. - - Of'. 14 ! ~I II ~,A .,L, ':L
, " '. . . ,~, ~ " ~ q " I ~ - I ;,;'. ~ . ; -- -- ' -- -. - - - - - - -- - - -- - - - -- - - - -- - -' ~ - - -- - ~ - -- - - - - - - ~,
-- \ ' ,. ~: ..(r-.~..-.~..~~.~.~ ...'~~.r_'..EJ ;:~.' '~"'. '- 1ft!' ,- j -.lnjJ--,- "-~tt-lfr1=. ')\j.~. ~({lf~j ft, 0" . ~~ --:~ :::. fll(t~" , ~'~-Il}n~- nff[=~- -~~=~-~~V--J~) -, - -- Hf1-=--~~___::-~ =~:::--- =---i
\ ,~ :;d1/UF: :\\::;' J~/! jl[ F- , -, pI::!). f1\=::~lr~ It/A~l~ ~~-~- -----nut r -- - I lFU t .-- -~---- .1 :!!f)~ _!L__ Uu:-::- ~
~ un , ,. ~"~~r~~ n ~r'--~~j~/"// il. II ____ ~~~u~~ --, ,..~-:.j~ _ n~~=-~~~=-~ u .-~~-= _~m ~n~=_~~~~=-~=~ _==~~~_n~__n ...._u ~--=~ 'r
'"i ...-- /
T!, I ~~ E erA C C E S SOP ~ N ] ~ j r. -- / I' --- I __ ____~I ~ - - F L E ,~ ] B L E - n u - P LUG V A L V E
: I I COIJPLINGS
I r T l' P. ) -- - - n_n - -- n E ME f~ G U~ C Y PI; MP
I , COW~ECTlm~
I. I
~- --'-
J
-1 -
I
!
i
1
I
l..J.J I
!
i
. LI~____
o~_ _____
1__-
~
GENERAL NOTES:
I, ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR
EN A ME L P A I NT.
2, WET WE L L A ~J D V A L V E V A U L T S HAL L BE CO ATE D WIT H C 0 A L r A R INS IDE
AND OUT. (TWO COATS, 9 MILS EACH.)
3, BAS E AND F I F~ S r F~ I S E RUN I T rOB E CAS r MO ~J 0 L I r H I C .
4, V A L V E V AU L T S HAL L BE S I ZED TOP E R M I TEA S Y F~ E MO V A L 0 F C H E C K V A L V E
SP I NOLES WI TH MI ~J I MUM CLEARA~JCES AS SHOW~J FOF~ 6" DIAMETER PIPE
AN 0 SMA L LEn. C LEA F~ AN C E S S HAL L I ~J eRE AS E AS REO U IRE D FOR L A R G E R
PIPE SIZES,
5, V A L V E V AU L T S HAL L H A V ESE ALE D F L 0 0 F~ A ~J D 0 F~ A I ~J.
6, ALL L 0 CAT ION S W HER E PIP ESE ~J r E R 0 R LEA VET HEW E T WE L LOR V A L V E
VAUL T SHALL BE MADE WA TEF~ T I CH r WI TH WAl_L SLEEVE OR
N 0 ~J - S H F~ I ~J K G R 0 U T ,
1. THE F~ E S HAL L B E ~J 0 V A L 'IE S 0 R E LEe T F~ I C A L ,J U N C r ION BOX E SIN
WE T WE L L '
8, WET WELL AND VALVE VAUL r COVEr~s SHALL BE ALUMINUM WITH 316 S.S.
HAF~DWAr~E A~JD LOCK BF~ACKE T. SIZE AS F~EOU I RED BY PUMP MANUF AC TUF~ER
AND APPROVED BY THE COUNTY,
9. FLEX I BLE COUPL I ~JG SHALL BE SLEEVE TYPE,
10, PUMPS SHAL L BE:
---~-~-----~
PUMPING DIMfI~SION HEV. AT
S UTI ONS . _ CONS T.
01/J A 8"MIN
----- -tf-
.J2ltJ. B
DJY. C 1
DIY. D 1
---- ---- ---- ~--
DIY. E t
--.------
t
.Dl~_ ____
01/.4. G 1
---.--
01/.4. H 6' MIN
--- ---- -------
DIM. J 3' MIN
-- --
DI!.A. K 4'-8" MIN
---- ------
DIM. L l
-------- ----- -------- ----
DIY. M 12" MIN
---- ----
01/.4. N 1'-611
--- ~-_. --~- ------
DI!.A. P 1
~---- ----.
121' HI~I
o I !.A. 0 M 11
---- ---
DIM. R 1211 MIN
~;~-- -1O'MIN - -
--- ---- ---
.1LE~~ ____ 12.'1
ELE'.'. u 14.4
------- ------- ------ --------
ELE'.'. V 16.5
---- --------- ~-- ----
ELEV. w 17.0
~~_~-t n~ Jt . ~ .~
LIFT STATION DATA
(1)
. .-
MANUFACTURER: FLYCT : MODEL: CP-3102 : IMP: ~32
~~ M , S PEE 0 : I? 0 0 F~ PM: D I S C H A R G E S I Z E: <1 I ~ J.: VOL TAG E: 2 3 0
HZ.: 50 : PHASE: 3 : H.P,: 5,0
M I ~J. SOL I 0 S I Z E : ti 1 N.: CUR \j E : ~J / A .
OPE PAT 1 ~J G C 0 ~J [) 1 T I 0 ~J S S HAL L B E 2 0 5 G P ~,A A T 3 i3 FEE T T 0 H .
: OIA:
C M~ L E H ~ t_ R S H M ~ t~ [ ] T I
rT ; 1 E THE ! ~J ~ L r ~ JT L I ~ ~ f ; ~~
T H r M T N~ l l
r
v ^ L V E BOX S> HAL L B E U ~ L Mi C E D
IFF LOW ME Tl R fi E 0 U I f~ E [) (Jf~
P E r~ NOTE · /11
II. ALL HAF~OWJ\RE IN '/-IE T WELL A~JD VALVE BOX TO BE S fAl NLESS STEEL,
12. CO~JTF~ACTOF~ ~i1A,( INSTALL A "P" rRI-\p BETWEE~J THE VALVE VAUl_ T A~JD
WEr 'NELL AS I-\~J ALTEF~~JI-\rIVE TO fHE FLO(lF~ DRAI~J SHO'lJN,
..
~
i
~
~-
PLAN VIEW
~L T .S.
l PEr~ MANUF I\C TURES r~EOtJlr~EMENr
f~
___ ~ - ^ L U M I ~~ IJ MAC C r S S HAT C H 'If / L 0 C K SET
M m R E C E SSE 0 H MH! L F (S t E ~w TE 8)
PUMP DATA
~~!~i_~~ R3_E~~_ _~p~~_E_LrJ1_~~,lY~Q____
IVPELLER NO.: 481 NO/.4H~AL SIZE: 4.0 in,.
---------------- .--- ~---------------
~_EEQ_:___ 1750_!'o,"-,-_ lJJ~Ji.ARGE ~I_~~_il~~_
vOLTAGE: 230... 60HZ. PHASE: .3
---.----------- r-.-- --
HORSEPC~[R: 14.8t,p. MIN. SOLID SIlE: 2.125 In.
____ ~____________L_______~__~__._
CPERATI~~G CC~WITIONS SHALL BE 200~PIJ 86 FT. TOH.
I.AIN. SHUT OFF HEAD 97.0 FT.
______ _____ ____n_ ____
i~' J. !. ,P n N] 1 H 'I UP (~,\F'--
'~l'ill.q~~I\) 1\:_:crr,S l11\TU1 N
I~~j:1 Pf f n ~IM,r, r
-~
L',_ KeitT
EXIST. GR~OE
- f <...:<r - - r
~<-<-~ ,~- / ~ : ~
-- -7.~.:!'~<~7'7 r or.' ~:-' "" ./.:....1 I
.' . '! f .... . .- .
! ~ I
I
I
P (iN [r~ C ,\ H Ie E
i" [I; 1\ . H. ,Hi
SL~!~H_E~S:-)TEU
F]PE -- --- ---
~~ I ~ L " / 8" H [- ,\ V 'r U [I ir
~ T i\ ! ~n Err) S T H L
l!f Tl~l~~ C~1,\]~J. --
is
'"1
1.)
.~
- ~------..-
56' 8" PVC (SOH 26) ~ o.n n_/
2i~ ';l0l T f:"LOAT llCUlo
L~VEL c(J~nr~CL s ---- -
[D
,
',)
I
r--,
)
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/'
f)
1.)
Cj
'"
...:::.
c::
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~
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h-
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fl.
6
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t:::
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)
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(').
't
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:2
/'
't
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2
/'
- t +
I
~
I
-- + -
4 II PVC ForiCEMA~~]
4" OF BEDD U~G ROCK WI TH ---- L I MI TS OF S I fE TO BE
POLYETHYLENE FILM LINER DEDIC^TED TO ORANGE COUNTY
UNDEf1 'lOCKI_'-~_=--':-== _ _ _ __ __ _ _ _ .f::: ':!.M-'--T~ OF ..u.T~ I TY EASEMENT
I /- CONTROL PMJEL
BLArl~K VIINYLFE rE -r--. _ .5~~I,~~,_~t. _._ _/~__. (SEE DE,TAILSl
CH^ N L NK ~L -- ~!lr' I
I ~T M;JI.'(MI ~ M. I I
'',,'{M"!\,AfM" I ~n.... i I
I l "<.~~ -[ r -- ~~: ~ I II W ATE R
~ '" ;'~-5'TO 12' L I <J _l_:_ MAI~~
VAL VE_l I -?f~ I~-~; : I
V^IJL T I _ _ _ _ __.:~. _ _1~IiO~ol;d~ ~ ~._.~.~_ -.-~. - -;-. liE T I'ltIIL
I V 1=--1 -lOl~ ~t:I=dO) 5' ,
I /,.- b-- ~ r~ ---- -, I
I ~ ~ - ~-=--=- - -----"--~- - -- (~11 ~ J.) ~
I f :-.~-.J:~ lfl' JIOF :
I "'"' MI~~ z ~--=-- i
1;1 I, ~ ~SPH~L T I
I II <J f z ~ OR ,
R /W I I I ~ CONCf~ETE I
- - - - - - - - - - -II -- - - - '":" :- J..:: ,..-=-- - ~ - - - - T - - - ,r.......:= ~ -. .-.:...~ - - - - - - J - - -
5' (MI~U --I~ ~II ~ J' " 1\ / -l
r- I " / \ /
~ Y v--- --f----- 2 b' SWHJG GA TE
~"--- - - ---
__ 1_ ___1 A G"y U M~_~ _____________E1I~:_~ $
q G~L". CL IPS
2'-0' MAX.
SPI'\CING --~
FOS T ((\P ----- - ~~
10'0' TO CENTER (MAX)
-
TOP RAIL "\
~~~~TCf1ER~ ~..;~~ ~@-''11 TIE '_IRf:S
~~ --.;1 ::~- lZ'OC
~ F ABf~IC ]/8' ROIJNO <: . .
J TRUSS BARS f----L1NE POST
(SEE NOTE !)
GRr<OE: ~__l 2'-L- TUHM3U(I<LE _ L.L/. TENSION ~IRf
- vr.. 'l.s."_r~.J)i I rJ?Jf/j~'(:;:7l-"y)l...t~~JJilll!f!l1--'Jl'?J.P;~"'" . r" . "'F. -
~~l f/fii' r!J:;;7N/t<J~~d/;I~LfJiJjt!}f.:':L' ~~ _.IV,
f~ . f--- 25~0 P(~I (ONCRE TE . ~. :~
__ ._ . _1L' ___ _
---- --(6' G' J --
--JI2' L- -J Ii' -
FENCE OET~IL
POST
(CRNER -
..---....--- .,.
"""
CD
---------[/L - STPEA~;1VIEW-WAY- ----
SECTION VIEW
3/8'ADJ.
CAlf P':l rC:rE CORNER . 1:~'~S5 ~~S )\CAlE F,R~
---:m' ~~R~::::~ ,~~ .A.
~ ~~~ ~ <6~ ~.
-~ ~~~~~~~~Ir.: ~
~hJ~-25~~ P,S,I, ..CE.N1ER, SlOP, LlJ f.....
J 1--1 fONfRE TE 12 · 12 · 12 r-J I
12' i--tG' - - 6'.1- '-12'
DOUBLE S\.J1NC CATE DETAIL
6. THIS DIMENSION SHALL BE
EOU^L TO THE DEPTH OF THE
WE T WE L L .
C~TE POST
----
N. 1. S.
f-~
t--- REUSE 'fJM - ---~
PUMP STATION DETAilS
PLANS. SECTION. AND NOTES
(FIG. 3(1)
NOTES:
I. TRUSS BARS Mf: REOUIRED FOn EACH GATE SECTION AND THE
F 1115 T SPf\N ON EACH SIDE OF A CORNER POS T ONLt.
2. Cf{fiIN LINK FENCING, POST ~ RAILS TO BE BLACK IJINYL CO~TED.
ENGINEEI~ SHALL PROVIDE A SCALED (I" , 20' MIN,) SITE SPECIFIC DETAIL
PUMP STATION SITE PLAN
CHAIN lINK FENCE DETAilS
~ :B ~! I ~ ION 8
'iJ
I))
_ __n__~_~_ ~________
i))
:: ----- ------ ---
SUBMI T TAL
DAT[
DATE
WINTER SPRINGS
FLORIDA
BoWYER,sJ1NGUE1DN
&( Ass (() C IT ATE 89 [~I C 0 ~ IP (0 JR ATE lD
SC,4t. E
C IT Y OR
COUNT.1
DE SlCNf: 0
CHECi<ED
W"'D
LIFT STATION
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
H.E NAME
----- ~---- --
r 1N,4t.
APPR 0 'I ,4t.
PROJECT ~cO.
BO $( T
INOINIIRINO . 'LANNING . IUNYIVaNG . INVIRONMINTAl
520 SOUTH MAGNOLIA AVENUE : Or~LANDO, FLORIDA 32801
407-843-5120 . FAX 407-649-8664
SHfET
AS- BUll T
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. .! l;.r ; r:" ;~J
IV 0 V 1 .9 1998
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veL T SIJf l Y.
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PUMP STATION CONTROL PANEL
INSULATION DETAIL
r :r., -';I,.,
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1. I;UTER 8(i( SIZE SHALL BE 14 '..l1'~:~AIJ1 CF 24'1.' ( ~,6'H .~ 1(~'O CR !'1S
AFFRO~EO By T~E COUNTy.
2. FOR STM!C~~S '..JITH PI..,~.~F~ RATEl':~ HP OR GGUdER. C'UTER 80'1. SlZE
SHi'\LI_ BE lt~"~ x '12'H X 10'0 (V,O ',Ht<LL H(;YE 2 l_i~TCHES Qli THE
DEAD F Iw~n.
3. CPA\<lI'~('S SI'(;LL BE rE~ISED FeR STMIOt~S '~ITH PU1P'3 RATED GREATEI~
H'M~ 47 I<P (V~fl cI:8HITTED Trl THE CUI.JNTi FeR MPROVliL.
DUPLEX CON-rROL PANEL ENCLOSURE
DEAD FRONT LAYOUT
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BY
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1. H~IN CIRCUI T T'~t<NSFr:F1MER REG1JIRrO FOR ~80 'f'Ol T
SUPFLi CW y,
DUPLEX CONTROL PANEL ENCLOSURE
SUBPANEL LAYOUT
JiG. ~~)
ABBREY,- ITEM DESCRIPTION
-- Wc-~-=== -- ~t~~-f!f1W;----=~----- ---___~~_______a~______._~_~
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PA ...~ PO\04~ iWAlIAf3[Elfwnjpt1J4JTRrD:T EALHPHASE)
--P~A-'-- - PUMP ~tHOMA nCA1.1IRNA lOR
______.fL =~-:: =E.~[IEI{L___ _________
PH .' PHAJUONITOR
-if------ --rELAY
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--- ~L~__ -P1JVITJQICA rOA
-RTs--. --PEGUYArOR TERMINAL STRIP
f~ -mH NAL-.s.fRIP
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~WTE:
PUMP STATION CONTROL PANEL LEGEND
fIG.. 300
sum-AI T TAL
DATE
- DA rE--r~-~(-- DESCRIP TION
CIT'1' OR
C OUN Ti
BOWYER~iNGlETON
ll( Ass (0 C HAT E 89 IT 1\1 C (0 1R 1P 0 IR A T 1E If)
'N J.f D
rlN.At..
APPR 0 'I At.
810 SE:T
INQINII"INO · ,t.ANNING . IU"Y.V'NQ . INV'''ONMINTAt.
520 sou fH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801
407-843-5120 . FAX 407-649-8664
AS-BUll T
r~1~SE 'i1II~;;iLr~ MCB~t-_"O M8 I<p' ~~SJ-~ ~~ PUMP I
---;~~--o ~O- 0 <5 __0----0--1 ~~fo-~ --111/11
T ----{ O--~i- {'O--~o-1 f--O~r~:=7\J 1
b ----=-------JtB<p,o.----r - MB ~~~d-~ r-oJvb1---~ PUMP 2
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----:fR~J----<.. PM J : 480V 120V :
--- 'b--.-~{_ F4(\
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NOTES:
I. fAlilN CIRCUIT TRtlNSFORMER RE01JIREO FOR ~8~ 'f'OL T SUPPL'r' OOlY.
DUPLEX CONTROL SCHEMATIC
1 ] G. 3a")
GENERAL ELECTRICAL NOTES
I .pnIOF~ fO PREPARINC TECH~JICAL SUBMITTAL. REQUEST USE OF
PRE F F E F~ E D t1 8 0 VOL T 3 P HAS ESE F~ V ICE F F~ 0 M L 0 C A L UTI L I f Y .
I F ~J 0 f A V A I LAB L E. D EVE LOP TEe H ~J I C A L SUB M I T f A LAC COR D I ~J G
f 0 A V A I LAB L ESE R V ICE VOL fAG E FOR f H E P F~ 0 ,j E C T L 0 CAT I 0 ~J S .
F 0 F~ C 0 ~J fRO L S . S TAR f E F~ S A ~J D MOT 0 R S .
2 . SUB M I T U r I LIT YAP P F~ 0 V E 0 SIT E P L A ~J DEL I ~J EAT I ~J G r H R E E P HAS E
SERVICE SELECTED AND APPROVED BY UfILITY. SPECIFY SIZE AND
UNDERGROUND ROUfING OF COPPER SEnvICE ENfRY CABLES AND
S C H E D U L E L~ 0 P V C C 0 ~J 0 U I T PER ~J E C .
3.PANEL SUPPLIER fO PROVIDE MOfOR STARfERS ACCORDING fO
P U M P H 0 F~ S E POW ERR E QUI REM E ~J T S LIS fED I j\J L 1FT S r A f ION P U ~J1 P
P L A ~J .
t~ . F U L L VOL fAG E ~J 0 N REV E R S I j\J G S TAR T E F~ SAC COR D I ~J G T 0 H 0 F~ S E -
POWER RAflj\JGS LISTED. OF~ HIGHER. WILL BE PEF~MI rEO. SUB,jECT
TO WRITTEN UfILITY AUfHORIZATION FOF~ PF~O,jECf LOCATION.
5.CONNECT AND OPERAfE LARGER PUMPS WI TH fWO WINDINGS PER
P HAS E. U S I ~J G F~ E D U CEO VOL TAG E. PAR f WIN 0 I N G S TAR T E F~ S. A C COR 0 I j\J G
f 0 S TAR T ERA i'J D P U M P M A ~J U F ACT U F~ E R 'S I i'J S T Rue T I 0 i'J S. USE 0 F
F~ E Due E 0 VOL TAG EST A R f E F~ S WIT H AUT 0 T R A i'J S F 0 F~ ~J1 E R 0 F~ MOT 0 F~ S
WIT H 0 i'J L Y A S I i'J G L E W I i'J DIN G PER P HAS E. SUB ,j E C T f 0 0 W N E R /
E i'J GIN E E F~ REV I E W A ~J D A P PRO V A L. U P 0 N R E C E I pro F DOC U MEN TAT I 0 ~J
VERIFYING EOUAL PERFORMANCE AND MAINTENANCE cosr DATA
SUP P 0 F~ T I ~J G T HIS S E L E C T I 0 i'J .
5 . CON N E C T ION D I A G RAM S LIS TED A B 0 V E A F~ E S C HEM A TIC I N ~J A T U R E .
INTENDED FOR EITHER TWO OR THREE PUMP OPERATION. USING A
D U P LEX 0 F~ T RIP LEX C 0 ~J T R 0 L. CON T F~ 0 L L E R SUB M I T TAL S HAL L
Fi E F L E C T PRO PER CON FIG U F~ A T ION Ace 0 R 0 I N G TOO ELI i'J EAT E 0 L 1FT
STATION PUMP PLAN AND APPROVED UTILITY VOLTAGE.
7 . THE A ~J TIC I PAT E 0 VOL TAG EAT THE L 1FT S TAT I 0 ~J SIT E I S 4 8 0 VOL T S .
HOWEVER. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
VOL TAG E P RIO R TOO R D E R I j\J G THE r H ELI F T S T 1-\ T I 0 i'J P U M F) S A ~J 0
ELECTRICAL PANEL.
WINTER SPRINGS
LIFT STATION DETAILS
TUSCAWILLA PUD
COURTNEY SPRINGS APARTMENTS
I"~ !f: <7<.......
, ,~ 'I', 0:. l~ , ,
.(,... ;. l/kt:j:>
No,! 1 .9
.1 T.' 1.9.98
N
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~
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DATE: MY
-----
DE StGNE: D OMS
CHECKED 'J[J
-~----
SCALE NONE
-~-_._--
PROJEC T NO. TUS2
r It [: N AM( TUS2PtS.Q03
SHUT 13 OF" 13