FLD2003-05023 (2)
FLD2003-05023
922 S MISSOURI AVE
AMSCOT FINIANCIAL
PLANNER OF RECORD: MHR
ATLAS # 296A
ZONING: C
LAND USE: CG
RECEIVED: 05/13/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
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CLEARW A TER, FL
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~ VINYl COlOR NOTE
a PAINT COlOR NOTE
CD fABRICATION NOTE
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S/F WAll SIGN
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FOR ADEQUATE INTERIOR ILLUMINATION FOR
AMSCOT REQUIRES;
ONE (11 96' HO FLUORESCENT LAMP
ONE (1) 8-4' HO FLUORESCENT LAMP &
TWO (21 CFL'S
POWERED BY UL LISTED AND APPROVED
BALLASTS;
ONE 111 256.296 MAGNETEC BALLASTS
ELECTRICAL LAYOUT
SCALE: 3/4"= l' _0"
r-
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20'. 0'
14'. 4 1/4"
TO GRADE
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9'. 7 1/2'
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FRONT (AMSCOT) ELEVATION
SCALE: 3/16"= l' _0"
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TOTAL SQ.,1T.= 17.66 ~
PART # -
ESTIMATE'
MATERIAL FOR S/f WALL SIGN
BACKS: 063 ALUMINUM
EXT IAUER: ,063 ALUMINUM
FRAMING 2"12"13116' ANGLE ALUMQ ~ o.c.
FACES: ,150 V1VAK . EMB
RET AINER 080 ALUMINUM
LIGHTING H,O. flUOREsaNT
WALL fASTENERS: PER ENGINEER
GRAPHICS: 3M VINYl GRAPHICS o GPS
COLOR FOR S/F WALL SIGN
FIllER BLUE PMS '288
RETAINER BLUE PMS '2BB
INTERIOR: WHITE
fAa BKGD: SULTAN BLUE '3632-157
FABRICATION NOTES
II 9 WATT at TOTAL OF TwaVE (121
21 \' ALUMINUM RETAINER -
31 x
,,\ x
5\ x
61 x
7\ x
81 x
91 x
10) X
11\ x
12) X
VINYL COlORS
II YELLOW 3632-015
21 BLUE 3632-157
31 X
"I x
51 X
61 x
7\X
81 x
ELECTRICAL SPEC/FICA TlONS
PlASTIC SIGH IAUASHtGH OOTM 100 IIA AT ~ VOlT 60 ItZ
LAMP MAX LINE MAX OPEN
BALLAST' OJRRENT CURRENT INl'\JT OROJIT
AMPS WATTS VOlTAGE
1 256-296 ,800 1.80 210 500
X X X X X X
X X X X X X
TOTAL 180 210
(1J 20 AMP./20 VOLT CIRCUIT REQUIRED
@ Underwriters
$ L laboratories Inc~
LISTED
ElECTRIC SIGN
COMPLIES TO UL 2161
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FACE REPL EMENT LAYOUT
AMSCOT OGO= STD. 1 SQ FT
SCALE: 1"= l' -0"
TWO (2) REQUIRED
FACE PLACEMENT
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PART #
ESTlMA TE ,
FACE REPLACEMENT
FACE TYPE: .150 VIV AK 0 EMB.
QUANTITY: TWO 121
RET AINER, SURVEY REQUIRED
. EXISTING 0 NEW
GRAPHICS: 3M VINYl GRAPHlCSI DIGIGT AL
FABRICATION NOTES
11 X
2) X
31 X
41 X
51 X
6) X
7) X
BI X
91 X
10) X
111 X
121 X
VINYl COLORS
11 BLUE 3630-157
21 YELLOW 3630-015
31 SUNFLOWER 3630.225
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Tol. (127) 12~_MU . F.. (1i'7I724 U~
THE CLEARWATER GROUP L TD,
6000 LAKE FOREST, SUITE 560
ATLANTA GA 10328
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Michael Reynolds
Planner,
City of Clearwater
P.O. Box 4748
Clearwater, FL 33758
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July 22, 2003
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Dear Mr. Reynolds:
RE: FLD 2003-05023,922 South Missouri Avenue
Please accept this letter as a statement of intent that the signage at this proposed site for
Amscot will comply with the currently approved Sign Conformance Program.
Specifically, this is an agreement to comply with the City of Clearwater Development
Order dated April 17, 2003 for FLD 02-02-06NSGN2003-02009 and specifically
Conditions of Approval 1 and 2.
Thank you for your continued attention and assistance.
'-
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II
~ SYMBOL TOTAL
'-
QUANTITY
E SP 15
0
N QV
I/) 15
Ol PE 20
0
.., UA 4
0
0 LA 17
N
IV 5
<D IIC 8
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c: SE 180
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C7' HR 176
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MISSOURI
AVENUE
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SITE PLAN ~PROVED?02.)
CASE # .ft- :LooJ-()!) <-
CASE TYPE
DRC DATE 7-/1-0)
COB DATE ft- / '1 - t1 ,J
~~~ATURE /ffj..-:;:_ ~)~
CLEAR
A TER,
FLORIDA
BUILDING
LOT
7
BET AIL
PREPARED FORa
THE CLEARW A TER GROUP, L TO.
Century Springs West
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GEORGIA 30328
PHONE: (404) - 943-0100
FAX: (404) - 943-9317
PREP ARED BYa
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENT ALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
LOCATION MAP
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PRD-ECT'LOCA11ON
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N.T.S.
PLANT MATERIAL LIST (PARCEL 5, 5A AND 2)
~<rs-/
RETAIL WENDY"S BOTANICAL NAME COMMON NAME SPECIFICATIONS
11 II SABAL PALMETTO CABBAGE PAUl, lWTH BOOTS 5 010' , 6 012', a: 4 0 IS' C.T. HEIGHTS
7 9 QUERCUS \o1RGlNIAHA UIIE OAK '14' HT X 8' SPO, 3" CAUPER, 65 GALLON
17 3 PINUS DENSA SOUTH FUlRlOA SLASH PINE '12' HT X r SPll, 3" CAUPER. 85 GAUON
3 UUlUS AlATA WINGED Eu.t 14' HT X 6' SPll, 6' CT, 85 GALlON
12 5 LAGERSlROOIlA INDICA LAVENOER CRAPE IImn.E 9' HT X 5' SPll, IIUL n-lRUNK, 30 GAU.
2 3 IIEX VOYITORIA VAUPON HOll V 8' HT X ;r SPO, WULn-lRUNK, 30 GAlL
8 0 IIYRICA CERlFERA WAX IImn.E 48. HT X 36. SPll, WULn-lRUNK, 15 GAlL
130 50 SERENOA REPENS SAW PAUlETTO 12" HT X 12" SPll, 3 GAlLON
116 50 ~W OOORA 1lSSUt.I SWEET Vl9URNUM 24" HT X 24" SPll, 3 GAlLON
73 98 HIBISCUS ROSA-SINENSIS RED 5I'lGU: Ht8lSCUS 24" HT X 24" SPO, 3 GAlLON
64 59 WYRlCANTHES f'RAGRN!S SlYPSONS STOPPER 24. HT X 24. SPll, 3 GALlON
145 0 PENNtSE1\JU SETACEUM WHITE FOUNTAIN GRASS '18" HT X 18" SPll, 3 GAlLON
205 0 RAPHIOlEPlS INlllCA OWARF ION! HAWTHORN 12. HT X 14. SPO, 3 GAlLON
325 495 URIOPE 'vARIEGATED GlN!r AZTEC GRASS 10" HT X 10" SPO, 1 GAlLON
357 lRACHElOSf'ERMUU ASlAnCUM WlNIWA JASUlNE 18" SPll, t.IlH, 8PPP, 1 GALlON
PROPOSED TREES PARCEL 5, 5A AND 2
15 - CABBAGE PAUlS 15/3 z 5 TREES 25" PALWS
15 - UIIE OAK 15/1 - 15 TREES 31" SHAIlE TREES
4 - 'MNGED Eu.t 4/1 .. 4 TREES 72X NAnVE TREES
20 - SlASH PINE 20/1 - 20 TREES 2llX FlOWERING TREES
5 - VAUPON HOll.V 5/2 .. 3 TREES
'17 - CRAPE IImn.E '17/2.. 9 TREES
TOTAL PROPOSED TREES 6'1 TREES
-
SITE
PLAN
SECTION 15, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
VICINITY MAP
SUNSET POINT ROAD
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DRAWING INDEX
TITLE
COVER SHEET
HORIZONTAL CONTROL, SIGNING AND STRIPING PLAN
PAVING, GRADING AND DRAINAGE PLAN
UTLfTY PLAN
MISCELLANEOUS DETAILS
SHEET
1
2
3
4
5
SITE DATA TABLE (LOT 7 ONLY)
PARCEL AREA
PROPOSED MIN. OR MAX. REQUIRED
0.69 ACRES - 30,150 SF 10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 30,150 S.F.
BUILDING HEIGHT:
(MEASURED TO MIDPOINT OF ROOF)
BUILDING COVERAGE :
(SQ. FT. ANDX OF GROSS SITE):
FLOOR AREA RAllO
19'-4-
6,300 SF - 20.9%
20.9%
PAVED VEHICULAR AREAS
(SQ. FT. AND % : ~~' SITE)
13,538 SF - 44.9%
OPEN SPACE
(TOTAL FOR THE :,.oT
SQ. FT. AND % OF SITE)
IMPERVIOUS SURr '-'.CE RATIO
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
7,417 SF - 24.6%
15% (MIN.)
75.4%
4,609 SF - 34.0%
6% (MIN.)
5 SPACES / 1000 SQ. FT.
31.5 SPACES
PARKING SPACES
31.5 SPACES
CONCRETE SIDEWALK
(TOTAl FOR THE LOT
SQ. FT. AND " OF SITE)
2,833 SF - 9.4%
EXISTING UTILITY EASEMENTS:
WATER MAIN. ETC.. EASEMENT(S) IN FAVOR OF CITY OF CLEARWATER. RECORDED IN O.R. BOOK 5371. PAGE 607.
PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
WA TER AND GAS MAIN EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN PLAT BOOK 124, PAGES 92
AND 93. PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 10631, PAGE 135.
PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
RECIPROCAL EASEMENT AND RESTRICTIONS RECORDED IN O.R. BOOK 9957, PAGE 1937, AS AMENDED BY INSTUMENT
RECORDED IN O.R. 10418. PAGE 340. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA,
SITE DATA TABLE (FORMERLY 2, 5 AND 5A)
PARCEL
PARCEL AREA
PARCEL AREA EXCLUDING FUTURE SITE
PROPOSED
3.59 ACRES - 156,256 SF
2.16 ACRES - 94,156 SF
MIN. OR MAX. REQUIRED
10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 94,156 S.F.
BUILDING COVERAGE :
(SQ. FT. AND% OF GROSS SITE):
PA VED VEHICULAR AREAS
(SQ. FT. AND " OF SITE)
OPEN SPACE
(TOTAL FOR THE LOT
SQ. FT. AND % OF SITE)
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
13,385 SF - 14.2%
62,900 SF - 66.8%
r:',(, "; .
15% (MIN.)
15,100 SF - 16.0%
0' ,r,,~ no
" i. ..,' j
"\"':" 6% (MIN.)
f.'L
5,400SF - 8.4%
.. f' "
PERMIT t BCP 2002 02676 (REf AIL)
PERMIT 1= BCP-2oo2-08742 (WENDY'S)
PERMIT I BCP 2002 02674 (VlSIONWORKS)
W'A R N I N G
CON1RACTOR TO CAU.. -SUNSHINE STAlE ONE CAU.-
1-800-432':"'4nO 48 HOURS PRIOR TO ANY a.EARlNG
OR CONSlRUCllON FOR EXlSllNG UllUTY LOCAllONS
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N.T.S.
THE Il8IMT\lRE OF THE 0UAL1TY
COImlOL 0fI'lCEJl IN THIS .w:E
INDlCATEI THAT AU. REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION II
AUTHORIZED TO COMMENCE.
~
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(98~ COMPACTION REQUIRED FOR FILL)
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1lT.S.
STRUCK JOINT DETAIL
N. T.s.
STRUCK JOINT
1lT.S.
1/2- X 4-
BITUMINOUS STRIP
PREPARED FOR.
11
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
N.T.S.
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
3;:
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7 4/15/03
6 2/12/03
5 9/12/02
4 8/14/02
3 8/08/02
2 7/23/02
1 3/15/02
NO. DATE
/
HANDICAPPED SIGNS
SEE INDEX NO. 11G
'"
CONe. WALK
RAAF ~
-
SEE INDEX NO. 10G
CONe. WALK
RAMP DOWlIt
SEE IiiiiEX NO. 10G
f;
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12'-0"
5'-0"
2Jj' -0-
NOTE:
All pavement markings to be thermoplastic.
HANDICAPED STALL DETAIL
N. ToS.
CfTY OF ClEARWATER PUBUC WORKS INDEX 1118
WHITE BORDER
ckSYUBOl
BWE BACKGROUND
t 1'-0- t
. ~ STANDARD PRE-PAINTED
'......... DlSABUD PARKING SIGN
I ~ 'ON 1/8- THICK SHEET
, ~ ALUMINUM
...
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PARKING BY
DISABLED
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BLACK BORDER
tic LETIERS
WHITE BACKGROUND
co
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tic LETIERS
WHITE BACKGROUND
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F.S. 318.14
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- ..1 _. ~I ~ APPROXIMATaY 1/2- ABOVE
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HANDICAPED SIGN DETAIL
N. T oS.
CITY OF ClEARWATER PUBlIC WORKS INDEX 1119
Sidewalk
Width Varies
.... _ Curb Type 0 Or Curb &0 Gutter
&0 Gutter Type F (Curb &0
Gutter Type F Shown).
I
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PLAN VIEW
REVISED PER OTY OF CLEARWATER C0t.4MENTS
REVISED PER CITY OF CLEARWATER C0t.4MENTS
ADDED DUMPSTER PER CITY OF CLEARWATER
REVISED SIDEWALK FRONT VISION WORKS
ADDED DIMENSIONS EAST SIDE PARKING AREA PER 8/6/02 CITY COMMENTS
REVISED YtENDy'S DUMPSTER I'
REVISE AS PER DRC COMMENTS OF 3/14/02
JOe NO.
180-03
F.B. . PG.
IKT.
DA'1'to u ,
. ,3/4/02 OF
REVlllIONI
APP'D
BY
2
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03: VERIES TO WENDY'S SHALL BE
80 'lrEN MIDNIGHT AND 6: 00 A.M.
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ST INLET
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GRATE EL 35.09.J5.a
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PAD PER DETAIL
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BEGIN CURB
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PROPOSED
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CURB INLET
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MISSOURI AVENUE S (F)
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NORTH BOUND LANES
DELTA
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SEE DETAIL "B" ,~
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SEE DETAIL "A"
8,1' ~
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TO BE DEMOLISHED
1-STY MAS SLOG
(VISIONWORKS)
BLOG AREA (OjA)
10,107 SO FH:
~
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ASPH
LOTm
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LA SCAPE
FUTURE ISLAND,
LOCA TION TO BE
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o 38,04'(L,F) I
\ S14"39'S2"E(L,F)
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18" RCP SE
EXISTING DRIVEWAY CONNECTION
TO REMAIN (NO WORK WITHIN DOT R/W)
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I
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Driveway )
I" 10'
---
POST ("""'"'' 2" , ." WOOD 1
OR 2 1/2- MIN. DIA.
STEEL 1.33 LBS/FT. MIN.) .
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RAW
CHEacm
OPTIONAL POST POSITION
12'
12'
19'
PARKING
19'
PARKING
6' MAX.
-_ 4:1 SLO
----!~~
--
4:'\ SLOPE t~) -
INClPlE POST
PATTERN (CANT-
ED 20 DEGREES
TOWARDS FLOW)
FILlER FABRIC
w
t5
~
t5
T
15- TO 18-
1-1/2- TYPE PC-1 ASPHALTIC
CONCRETE (SURFACE COURSE)
6- UMEROCK BASE COURSE
(PRIMED) (98~ T -180)
6- SUB-BASE (LBR-40)
(98~ T-180)
TYPICAL PA8l<l<<i SECTION
us
/ FILlER FABRIC (IN
CON~ANCE WITH
SEC. 985 FOOT SPEC.)
SILT FLOW
..
it)
8- ~
ELEVA TION
SECTION
ILTS.
T1lE SllNAlURE OF THE ClUAUTY
COMTItOt. 0fF1CER III 1MII SPaa
INDICATES THAT AU. REOUIRED
PER..ITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO CO....ENCE.
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENT ALlSTSI SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT AI GA 30328
-
:::
OPE tM~)_-
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I: 8".1 2'-(j'
TYPE F
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CONSTRUCTION NOTES:
1. ALL ELEVATIONS REFER TO NATIONAl GEODETIC VERTICAL DATUM.
2. THE LOCATION OF EXISTING UTIU11ES ARE APPROXIMATE AS SHOWf\.l AND IT IS
THE CONTRACTOR'S RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION OF THE
U11U11ES PRIOR TO CONSTRUC11ON IN THEIR VICINITY. THE CONTRACTOR SHALL
N011FY ALL U11UTY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTlUTlES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT (727)-
724-8422 FOR VERIACA TlON OF THEIR LOCATION AND ELEVATION. ANY CONFlICts
SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
4. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROl AND PREVENT EROSION AND TRANSPORT OF SEDIMENT
MATERIAL TO INLETS, SURFACE DRAINS, AND LAKE AREAS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THA T MAY BE REQUIRED.
5. THE CONTRACTOR IS TO CONTROl ALL FUGITIVE DUST ORIGINA 11NG ON THIS
PROJECT BY WATERING OR OTHER METHODS AS REQUIRED
6. ALL UNDERGROUND UTIUTIES INClUDING CONDUIT FOR ELECTRICAL AND
TELEPHONE CROSSINGS SHALL BE INSTALlED PRIOR TO PAVEMENT CONSTRUCTION.
7. ALL MATERIALS AND CONSTRUC11ON SHALL BE IN ACCORDANCE WITH THE CITY
OF CLEARWATER STANDARDS AND SPECIACA 11ONS.
8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED UNLESS OTHERWISE
INDICA TED.
SINGLE ROW OF BALES OF STRAW TO BE PlACED PRIOR TO THE
START OF ROUGH GRADES
PlAN VIEW
BALE TIES
2- x 2- STAKES
,- 101/2' TO 2'
IN THE GROUND
.
....
SECURELY BOUND
BALES REQUIRED FOR
DURA8IUTY
NOTE: TO BE USED WHEN CONSTRUCTING ADJACENT TO AHf
ENVIRONMENTAL PRESERVATION AREAS.
NDiORING BALES
N.T.5.
01
'D
GHAY MES
FILTER FABRIC
(MARAFI 6OOX)
PROPOSED GRATE
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~
FILTER FABRIC Y
(MARAFI 6OOX)
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N. 1.5.
LEGEND
= EXISTING ELEVATION
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PROPOSED ELEVATION @ CURB
PROPOSED ELEVATION NOT AT CURB
I'-~'
Seal
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7'2 Std.
6/1 Min. *
.1
Cone. Pav't.
L_ I"
~ '2 Exp. Joint And
Preformed Joint Filler
o
N
~
2'-(1'
Note: To be paid for os parent curb.
Note:
For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint, preformed joint filler and joint seal are required
between curbs and concrete pavement only, see diagram right.
cu:m DET AU -.=DOT N)EX :t3()(T
us
SANITARY SEWER AS-BUILTS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISED PER CITY OF CLEARWATER COMMENTS
ADDED DUMPSTER PER CITY OF CLEARWATER
REVISED SlOEWALK FRONT VISION WORKS
ADDED DOWf\.lSPOUT CONNECTION, REVISED ELS
REVISED AS PER DRC COMMENTS OF 3 14 02
REVISED PAVEMENT EL'S, ADDED NEENAH CALL
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.-
Se,al
Cone. Pav't.
~ f' Exp. Joint And
Preformed Joint Filler
TYPE D
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SHEET DESCRIPTION.
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PAVING,
RENAISSANCE SQUARE
(LOT 7)
GRADING AND
NO.
DATE
DROP CURB
B" TYPE D
JoTnt Seal 0
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Concrete
Pavement
J~ fExp. Joint And
Preformed JoTnt FT/ler 0
o AppITes to both hTgh and low sides of pavement. low sTde shown.
EXPANSION JOINT BETWEEN GUTTER
AVEMENT
JOB NO.
180-03
F.8. . P6.
3
IHT.
DATE.
AEVISlONS
APP1l
BY
3/4/02 OF
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EXIST, SAN. MANHOLE
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I.E.-26.15 (N)
ADJUST RIM TO
EL.=.35.08
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(TO REMAIN)
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A.DW
0,5' CONC CUR8(TYP)
CONNECT TO EXIST EX/S/. 8" s
SAt~ GRAViTY LINE AN/TARY
I.E. = 26,O:l::
CONTRACTOR TO VERIFY
ELEVA TION AND NOTIFY
ENGINEER PRIOR TO
INST ALLli\jG 6"PVC,
CD
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(VISION WORKS)
SLOG AREA (O/A)
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LOT 10
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SEE DETAIL "B~ 8 l'
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SOUTH BOUND LANES
2.2' CONC CURB (TYP)
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CONC MEDIAN
MISSOURI AVENUE S (F)
(STA TE ROAD S-595-A)
NORTH BOUND LANES
DELTA
89'51'17"
/
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STAN)ARD SEPARATION STATBENT FOR WATER/SEWER COtEUCTS
SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ftJ...WAYS CROSS UNDER WATER MAINS. SANITARY
SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE lAID TO PROVIDE A MINIMUM
VERT1CAl. DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE
WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18
INCHES VERTICAL. DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHAlL BE CONSTRUCTED OF ClASS 54 DUCTILE
IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAIlABLE IN THE SIZE
PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET
BETWEEN Nf( 1WO JOINTS. All. JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE lDK FREE.
AND MECHANiCALlY RESTRAINED. A MINIMUM VERllCAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRfTERIA FOR MINIMUM
SEPARATION OF 18 INCHES BETWEEN UNES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFUCTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE
CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
THE Sl8MT\lRE OF THE ClUAUTY
CONTROl ClFFICER IN TMIS SPACE
INDlCATEI THAT ALL REOUIRED
PF:RIIITS HAVE BEEN OBTAINED
AND THAT CONITRUCTION II
AUTHORIZED TO CO....ENCE.
A' MINIMUM 1 a-FOOT HORIZONTftJ... SEPARATION SHALL BE MAINTAINED BETWEEN AN( 1YPE OF SEWER AND WATER
MAIN IN PARAlLEL INSTAllATIONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBlE TO MAINTAIN 10-FOOT HORIZONTftJ... SEPARATION, THE WATER MAIN MUST BE
lAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELf LOCATED ON ONE SIDE OF THE SEWER OR FORCE
MAIN AT SUCH AN aEVAOON THAT THE BOTTOM OF THE WATER MAIN IS AT lEAST 18 INCHES N:J('NE THE TOP OF THE
SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL. DISTANCE OF 18 INCHES IN PARAUa INSTALlATIONS, THE WATER
MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAl.. DISTANCE
OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE 1BC'NE THE SEWER. JOINTS ON THE WATER MAIN SHAlL BE
LOCATED AS FAR APART AS POSSIBLE FROM JOINlS ON THE SEWER OR FORCE MAIN (STAGGERED JOINlS).
ALL DIP SHALL BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHAll. BE USED.
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - Fax. (727)724-8606
WA TER DISTRIBUTION NOTES
1. ALL WATER/FIRE UNE EXTENSIONS TO CONFORM TO CITY STANDARDS
2. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A BFPD (BACK FLOW
PREVENTION DEVICE) IF APPUCABLE. APPUCANT IS RESPONSIBLE FOR ALL ASSOCI A TED FEES
3. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE AWG SOUD STRAND
COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE, THIS
WIRE IS TO BE CONTINUOUS WITH SPUCES MADE ONLY BY METHODS APPROVED BY THE ENGINEER,
THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS, SEE AR11CLE 41.02(B)(2) PART B
TECHNICAL SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS
CI
36" RCP foJ-S
18" RCP SE
\..
CONe MEDIAN
~
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~
30
.1
60
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Max. 15' - WIn. 4'
1r WIn.
24" Max.
:r - 5'
~ Varlee
H~ EMatIan (_ pa.)
Back of CUrb
or
~_~_,
v~~
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2
T
lot
jliledl. oIoInt VoIw
AncItiMr Gate VoIw may be
,....,... (- pa.).
ONLY APPROVED
1I(.-cIy QoonIan No. K-81A
...... c.nturlon No. A-423
us. ~ IIetnlpoIItGn
'-"-b...... Jolnt (T)III.)
NOTES:
1. ~ ConnectIDn to f'_ s.r.t.
2. M Fh HJ*anl8 to haw 5 1/4" YaM Seat.
3. Fh H)Owil8 lIIlaI be Placed at str-.t eom..
or In tile R.o.w. Ad~ to SIde Lot LInee
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ADJUSTABLE ______
VALVE BOX _______
WHEN VALVE OCCURS IN ROADWAY,
SET BASE ON lO-COMMON BRICK. ~
/~
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MECH. JOINT VALVEJ
" ~ WATER MAIN
"'-- RESTRAINING JOINT
CI
6" PVC E
18" RCP \'I
TYPICAL VALVE 8ETTNj
(B)88-8E~
N.T.S.
1HE FOlLOWING JOINTS WST BE RESlRAlNED IN AlL APPUCA 11ONS:
1. BEND - INLET AND OUTlET
2. TEE - OUTlET BRANCH
3. OFFSETS - INLET AND OUTlET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHAlL BE RESlRAlNED AS DEAD ENDS
~L
..I ~ Megalug Restrainer (Typ.)
ON AlL TEES. A YlNlNutot Of 5' SHAlL BE
RESTRAINED ON EACH RUN LLG
L = t.tINIMUM LENG1H TO BE
RESTRAINED ON EACH SIDE Of AT11NG (ft.)
FIGURES BASED ON 30. DEP1H BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
NOTE: 1HRUST RESTRAINT AT FITTINGS AND VALVES SHAIJ.. BE
BY USE Of EBBA IRON MEGALUG RESlRAlNERS. 1HRUST RESlRAlNT
BEl'AEEN PIPE JOINTS SHAlL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
NOM. ELBOWS (deg.) VALVE DEAD
PIPE TEES
SIZE 11.25 22.50 45 90 BRANCH END
4 2 4 9 21 28 46
6 -:3 6 12 29 47 65
8 ~ 8 16 38 66 85
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N.1.S.
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NOTE: ClEANOUT PlUG TO BE
U.s. FOUNDRY 7621
OR EQUAL
nl=DI our ~ DETAL
NTS
PROPOSED CONCRETE
PAVEMENT
6- OR 8-- 1/8
I.E.-SEE PLANS
.IWIWI) 8EWEf' I.A~ IEl"AL
NTS
4. CONTRACTOR TO INSTALL ONE (1) SECTION OF DUCTILE IRON PIPE ON BOTH SIDES OF ANY
BACKFlOW PREVENTION DEVICE IN UEU OF PVC PIPE
5. WATER METER LOCA 11 ON FOR PROPOSED RETAIL WILL BE DETERMINED IN THE FIELD
FIE HVDRANr A88Of'I y
IllS
SHEET DESCRIPTION.
......'I\...l.:l
---.
,=
11II
ii
- ,
I
RENAISSANCE SQUARE
(LOT 7)
UTILITY PLAN
. I: ~'l \ t,
10
9
8
7
6
5
4
3
2
.101I NO.
180-03
F.II. . P6. 4
IKT.
DATE.
APP'D 3/4/02 OF
BY
REVISED PER CITY OF CLEARWA lER COMMENTS
REVISED PER CITY OF CLEARWA lER COMMENTS
ADDED RECORD DRAWING DATA
ADDED CHLORINA TlON AND SAMPLE POINTS
ADDED DUMPSlER PER CITY OF CLEARWATER
ADDED WATER DISTRIBUTION NOTES PER 8 6 02 CITY COMMENTS
CHANGED -REDUCED PRESSURE- TO -BACKFLOW PR~NTlON-
ADDED HOSE BIBB AT DUMPSTER WENDY'S
REVISED AS PER DRC COMMENTS OF 3 14 02
NO.
DATE
REVIIIONI
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DEIIGIIED
J. Burr
DRAWN
Threaded Corporation Stop
MUELLER H 15008
or approved equal
(Tap at 45. Angle)
r Curb Stop
/' MUELLER H14350
_ ~ Compression inlet
with Lock Wing and
or approved equal
Saddle if Required
See Note 5
"-
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I 'X'
~ / " 'j, It
~ .J
Water Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
WA1&I ~ $ERVICE CCNeC110N OETAIm
PER QTY a: a.EARWA1ER INDEX f401
N. T.5.
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111M
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Approved Bo.ckflow
Prevention Device *
'Wo. ter Meter Connection
/ Ford Regulo.tor Ado.ptor
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Ford Angle
Vo.lvE(Typ.)
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NOTEI
Device I'lUSt be InstQlled level.
. APPROVED R.P. DEVICES
Hersey-heco Model FRP II
'JQtts Model 909 or 009
ConbrQCO 40200
. APPROVED DOUBLE-CHECK VALVES
Hersey-heco Model FDC
'JQtts Model 709 or 007
ConbrQCO 40100
TYPICAL St<<I.E DEVICE
314. and ... MOQfJ $
~~
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~ 000
.....::::...
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VIEW
APPROVED BACKFLOW *
PREVENTION DEVICE (FLANGED>
FORD METER FLANGE
~~ "IJ!.~~: BRASS
. METER II ~
(FLANGED> 1
zw ~
~~ w
~~ t ~w
~~ D~
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~~
12' ~
~ \J U
FORD ANGLE
VAL VE (FLANGED>
NIPPLE
VJ
----
NOTE.
DEVICE MUST BE INSTALLED LEVEL.
* APPROVED R,P, DEVICES
HERSEY-BEECO MODEL FRP II
WATTS MODEL 909 OR 009
CONBRACO 40200
* APPROVED DOUBLE -CHECK VALVES
HERSEY-BEECO MODEL FDC
~ATTS MODEL 709 DR 007
CONBRACO 40100
~-'ER SETS WI BAa<FLOW
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N.T.S,
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CI1Y ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFrER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BElWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAlN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
lllE SI8MNRE Of' ntI: CIUAUTY
CONTROL OFFICER IN 1llII II'l\CE
INDICATES THAT AU. IlEOUIIlED
PERMITS HAVE IIEEN OIITAlNED
AND THAT CONSTRUCTION .1
AUTHORIZED TO COMMENCE.
Gro.de
10' -8"
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x 16"). Materials
used should be consistent with those used in the construction of and architectural style of the
principal building. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be made of the same materials as long
as they are made of approved opaque material.
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for
rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
2.) FOOTINGS
8"x16" concrete w/2- 115 continuous rebar imbedded.
CONCRETE MASONRY WALL CONSTRUCTION
H(Rl. WAll --../
REIflR:ING
.6"0.C. \OT.
3.) CONCRETE SlAB
Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with
fiber mesh reinforcing.
Materials, construction and quantity control of masonry sholl be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
EO.-
4.) CONCRETE FILLED CELLS
With 1-1/5 vertical rebar tied to footer steel at each comer and every 4' O.C.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
. 16 REBAR ...~
, 32" O.c. 'tOT.
lei wI SO H()(J(
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats
Inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter galvanized
steel post. (Gates and post constructed and installed per applicable building code by
licensed fence contractor).
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1 :6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16. O.C..
SnJCCO IRQ( ~
\tNEER ()'t{R '"
P: eo<<:. fl.0CK
-II"
12'
cleo.ro.nce
Min.
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1 ,900
PSI.
"I
s'
"
"--1-115 at 4' center
drop pin
( typ,)
- -
"'-- Swing go. te (typ,)
-
Gro.de
6" -
\
3000 p,s,f, Concrete slo.b with fiber Mesh reinforcing -
Monolithic, Mln 6' thickness, 6'x6' I 10xl0 w.W,F.
8. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~", mortar droppings or other foreign material. All cells shall be in
vertical alignment, and sholl solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1 /2" below the top of the
middle bond beam masonry.
tiQIES;
1. SAWN JOINTS CUT 2- DEEP EVERY 15' UAX.
EACH WAY, FILL WITH SIKA HEX OR EQUAL.
2. 4,000 PSI CONCRETE
I ...
concrete footing wI 2- #5 continuous
(typ,)
ELEVATION
14' -8"
27'-4'
Tie beo.M with
2-#5 rebo.r
continuous
~
" I
I .
. I
I
I · I
I
I · I
u
-
. I
I I.
.
f-
I r r. III. I I
u
I
I
u
I
I. /1
I' I. I
u
- 'j
- +oJ
v_
'I
...... ......
Cl)L.
O-CI)
00-
m
I
l6' dlo., Steel
bollo.rds
cone. Filled
.
( -
.
I--
/
f-D
(typ)v .\
,~
......1
......
CD
Q.L.
OCD
- 0-
m
-
I--
f-
-
.
I--
I--
6' dlo., Steel
bollo.rds
cone, Filled (typ,) 0
.
f-p
.
10' -S' ~
-
f-
cl--
U
C
o
U..Q
d
.. -
\0(1)
12'
cleo.ro.nce Min.
6'
f-
-
.
-
I--
r-
6'
12' r
Cleo.ro.n~ -
Mini'
00
48" f-
Max f-
-
cone. Slo.b
I--
.
GrnNP
12'
cleo.ro.nce
Min.
00
Swing go. te
(typ,)
f-
I--
48"
max I-
4'
min.
L
00
-II"
.
J-.
-
"~
~
f
-
I--
.,-- swing go. te
(typ.)
.
L..-
4'
Min.
L
/
j
v
'I
~
~
- Drop pin hole
(typ.)
o
PLAN
'--
drop pin
hole (typ.)
ELEVATION
v
v
"
o
o
00
PLAN
I.
st<<IJ: Dl.I.P8. &i DET AL
N.T.S. CITY OF Cl..EARWATER
INDEX 1101
4'-4"
-I
N.T.S.
,-
IJI: I AL
CITY OF Cl..EARWA TER
INDEX 1101
.
10
2r
3'-0"
2f
V-' Of Grate
I ~!
.
o
-
I
in
in
-
fSlOPE TRENCH
SlOES PER
OSHA REQUIRDIENTS
,,-
~~t6"
~ \..?" ./ & MIN.
~~A
\ ~SlOPE 1RENCH:rz::
S10ES PER SELECT
OSHA REQUIRDIENTS FlU.
~ INITIAL
~ IW:l<FILL
\Y )I~. HAUNCtflNG
,
~ 6"
~~.
1 :1
l I
, ~ ~ ~ffE'
HALF SECTION
.
co
8"
i+-<
.
co
I
.
8"
~
~I-
~
10 ;.,
.-, -
. ~
...
s: Q.
11) ~ I.--
SELECT
FlU.
...
- 0
~ a.-
d -g
z ~
3'-4" 2f
~!~ ~'-5~t:-1~:~.r1 r
1-
'-'
..
~
t
PLAN
2' -.f'
.. g:,~~~ .
~! I -1~1 ~JE
-
T-L
~ ~T
-L
~
)1 "" .. ,-
~ J- 2-_~!~
1f.J~~~~/;.
BEDDING
BEDDING
.c ~ ~
. 0 c: 'ii. 4'-4" i.
~ ; i i 5~k2r 3'-0" 2t~~
\: t Grate-A' (+- di=t
-h ~ Ct. 1 1'- Eye Botts
r ~I See ,- 201
+ ~ ;-'--..::::...:1' ____ ,. ....
o 12" ctra.
~
;/) ,
..e
i
i
:
.
.
I
.
FLEXIBLE PIPE: INCLUDES CORROGATED METAL PIPE,
CORROGATED POLYETHElENE PIPE AND/OR
POLYVINYL CHLORIDE PIPE
1. BEDDING SHAlL BE COMPACTED CRUSHED STONE
AND SHAlL BE SHAPED TO THE BOTTOM Of THE
PIPE.
2. SELECT FILL SHAlL BE NATIVE MATERIAl AND BE
FREE OF LARGE ROCKS, DEBRIS, AND ORGANICS
(3-+) AND SHAlL BE PlACED IN 8- MAX. LOOSE
urn AND COMPACTED TO 95X STANDARD PROCTOR.
3. HAUNCHING AND INITIAL BACKFILL MATERIAl
SHAlL BE COMPACTED, MATERIAL SHAlL BE ClASS
I OR II {REf. ASTU D2321 GRANULAR TO 95X
STANDARD PROCTOR
9
~
.
.
I
;,.
~
T:
:
1. BEDDING SHALL BE COMPACTED CRUSHED STONE
AND SHAlL BE SHAPED TO THE BOTTOM OF THE
PIPE.
2. SELECT FILL SHAlL BE NATIVE MATERIAL AND BE
FREE Of LARGE ROCKS, DEBRIS, AND ORGANICS
(3" +) AND SHAlL BE PlACED IN 8- MAX. LOOSE
urn AND COMPACTED TO 95X STANDARD PROCTOR.
11
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
J. Chamberlain
CHECICED
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727}724-8606
~
E. Mazur
:. ,
:~
-
. I 3'-4" I ~
~tf~' ~ ~ Jci}
SECTION
.
10
Recommendecl Maximum Pipe Size:
3' -0- Woll-24" Pipe
4' -6- WoIl-42" Pipe
Approx. Weight 235 Lbs.
Approx. Weight 465 Lbs.
--.
--
IJI: I .
TYPE 1:" CAST ftON GRAn;
PER FOOT NO f'lJ2
N. T.5.
TYPE .C' CAST RON GRATE
PER FOOT NO f'lJ2
N. T.S.
TYPE 1:" G8A]J: N..EJ DET-AL
PER FOOT NO f'lJ2
N. T.S.
N.T,S,
PREPARED FOR.
. \.' ...._. ( )" 1(,'
SHEET DESCRIPTION.
", ';, ' . 'J
~_ ' " 04 - I.,.)
THE CLEARWATER GROUP L TO.
6000 LAKE FORREST DRIVE. SUITE 560
A TLANT A, GA 30328
I. J 1'1
'C.
I '
DATE
ILL BLOCKS WITH CONCRETE,
fLUSH TO TOP
~'4 REBAR HORIZONTAL,
-' NTEL BLOCK, TOP
COURSE ONLY
v~
[,4 -
~~
~~
/1.(
~
I,.--EO.
VAlNT EXPOSED BLOCK INSIDE
~(
~
~~
/;1
....~
/
~:(1I
"-6"
OURSE CONCRETE BLOCK fROM
FINISH SlAB ELEVATION
I ~rlSH SLAB ELEVATION 6"
/ ABD\IE PAIlEUENT ELEVATION
"4 '. . ~~ ~~
\. 4---- ~ ~
· "---6X6XW29XW29 WELDED
WIRE UESH
.., ~
~,,'" r
- "- (2)-14 BARS T~ a:
BOTTCIiI
Dl.I.P8TBt DET ALftVPe.Jl
ILlS.
(WEN)Y'S)
12'
cleo.ro.nce Min.
1 -
,
Il')b
Clb~ ~
~-
.~
~C)
I...
.0
all...
~.
.~
00
~~
"<~
.~ oS
CI) ~ c: CD
CD--O:
__ -.c Q)
I... - CD I...
~~<t)~
\;
swing go. te
(typ,)
/
~1-#5 o.t 4'
center
Tie beam with
~f15 rebar continuous
12'
,- cleo.ro.nce
Mln,
14" I ~ . I
7 a"S?'6'
rebo.r
REINFORCED CONCRETE PIPE
/ ),
....'
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all
masonry in running bond with 3/8" mortar joints. Provide complete coverage / /
face shell mortar bedding, horizontal and vertical. S1UCCO ST~" ~
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size GRAII:"" ~ - - OJ:.
of 3/8", 8" to 10. slump, and a minimum compressive strength of 2,500 PSI at -II 1':::rr.!JJ.:-~.,-t.D ~.lli~ill;:::!!: :.
28 days. "~II=-' ISIEIIEII] 5 ·
-'~118~lll= -. 4
7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course -III~ IE.
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before 3"
grouting.
I
-'-
,
14"1 ~.I
fj a:,? 16' :~:rete
footing
wI 2- #5 rebo.r (typ,)
drop
pin
(typ,)
r:;ro.de
i I'~I
L 3000 p.s.l. concrete slo.b
with fiber Mesh reinforcing
- MonollthlcJ Mln 6'
thlcknessJ 6'x6' I 10x10
'W,'W.F,
I.
3'-4'
-I
~
{:.
~
2'-(f
2f
..
8"
-
..
-
I
~
!!'.
~
PLAN
?o
sf 3:~.f' 5f
1\11" 2 (f .1 rLr~
r Grot~J 1 I.~
H 2' C/. ~ ~ Eye Bolt
t -- ~I i ~ See Index 2f)1
-r ---. t ~ "'-- #4 Bars (j
12' Ctrs.
SECTION
Recommended MoxilOOm Pipe Size:
2'-0" WolI-lB" Pipe
3'-f Woll-2.f' Pipe
TYPE .C' ~TE ~ DETAL
PER FOOT NO f'lJ2
N.T.5.
IlEVIlIIOIlS
JOB NO.
180-03
F.B. . P8.
5
2/12/03 REVISED PER CITY OF CLEARWATER COMMENTS
7/23/02 ADDED WENDy'S DUMPSTER DETAIL
3/5/02 ADDED SERVICE CONNECTION
IKT.
DATE.
APP'D
BY
3/4/02 OF
5
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u;
tl
.:.l. TOTAL
"- SYMBOL QUANTITY
E SP 15
0
N QV
ll) 15
0; PE 20
0
r<} UA 4
0
0 LA 17
N
IV 5
10 NC 8
~
c SE 180
~
I/O 166
Ol HR '176
~
"'0
vi WF 78
<.> PS 110
r<}
0
0 RI 160
IX)
;;- LV 820
>-
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IX)
;;-
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MISSOURI
ISS
c
S
14
.
AVENUE
AND
DRUID
ROAD
CLEAR
LOCATION MAP
C)
~
~
~
~
~LOCATION
OLD TAMPA BA Y
~
lJ...
:5
~
N
N.T.S.
PLANT MATERIAL LIST (PARCEL 5, 5A AND 2)
~rE/ VtDIDY'S BOTANICAl NAME COMMON NAME SPECIFICATIONS
11 II SA8Al PAU.lETTO CABBAGE PAUl, \\illlf BOOTS 5 010' , 6 012', & 4 0 '15' C.T. HEIGHTS
7 9 QUERCUS \1RGINlANA U~ OAK 14' HT X 6' SPO, 3' CAUPER. 65 GAllON
'17 3 PINUS OENSA SOUTH FLORIOA SlASH PINE '12' HT X T SPO, 3' CALf'ER, 65 GAllON
3 UUlUS ALATA WINGED Eu.I 14' HT X 6' SPO, 6' CT, 65 GAllON
12 5 LAGERSTROEWIA INDICA LAVENDER CRAPE N'\'RaE 9' HT X 5' SPO, NUL n- TRUNK, 30 GAll
2 3 IIEX VOWITORlA YAUPON HOll.Y 8' HT X 3' SPO, WUL n- TRUNK, 30 GAll
8 0 IIYRICA CER1FmA WAX N'/RaE 48. HT X 36. SPO, IlULn-TRUNK, 15 GAll
130 50 SERENOA REPENS SAW PAU.tETIO 12' HT X 12' SPO, 3 GAllON
116 50 WlURNUII ODORA nssuw S'<<ET VIBURNUM 24" HT X 24. SPO, 3 GAllON
73 116 HIBISCUS ROSA-SINENSIS RED SINGlE HI8lSCUS 24" HT X 24" SPO, 3 GAllON
64 59 W'IRlCANlHES FRAGRANS SlUPSONS STOPPER 24. HT X 24. SPO, 3 GAllON
145 0 PENNlSElUM SETACEUW WHITE FOUNTAIN GRASS 18' HT X 18' SPO, 3 GAllON
205 0 RAPHIOlEPIS INDICA DWARF INDIAN HAWTHORN 12. HT X '14. SPO, ;5 GAllON
325 495 URIOPE 'vARIEGATED GIANi AZTEC GRASS 10. HT X 10" SPO, 1 GAllON
357 lRACHaOSPERllUU ASlAnCUM NINNA JASWlNE 18. SPO, MIN. 1lPPP, 1 GAllON
PROPOSED TREES PARCEL 5, 5A AND 2
15 - CABBAGE PAUlS '15/3 z 5 TREES 25'" PAUlS
'15 - U~ OAK HI/I - 15 TREES 31'" SHADE TREES
4 - \\ilNGED Eu.I 4/1 - 4 TREES 72l1\ NAn~ TREES
20 - SlASH PINE 20/1 - 20 TREES 2lll1\ FLOWERING TREES
5 - YAUPON HOlLY 5/2 - 3 TREES
17 - CRAPE lI'/RaE '17/2 - 9 TREES
TOTAl PROPOSED TREES 6'1 TREES
A TER,
FLORIDA
BUILDING
LOT
7
BET AIL
-
SITE
PLAN
SECTION 15, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
VICINITY MAP
SUNSET POINT ROAD
0
0:: 0
0 0::
CR 590
~ ~
~
0
~ 0
m
I
~
~ STREET ::j
=>
:::E
u
:::E
GULF TO BAY BLVD SR 60
.....
25 I
"- DRUID _!WAD
0)
'r'"
JECT LOCATION
ROAD
0
~ <
0
< 0::
0::
~ w
z
II) w
II) w
:i ~
BAY DR EAST BAY DR ROOSEVELT
en
......
I- 0
-J <
< 0
ULMERTON RD 0::
0::
W
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w
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:x: ..J ~
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<
0 co
co
PREPARED FOR.
THE CLEARW A TER GROUP, L TO.
Century Springs West
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GEORGIA 30328
PHONE: (404) - 943-()1()()
FAX: (404) - 943-9317
PREP ARED BY:
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENT ALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
DRAWING INDEX
TITLE
COVER SHEET
HORIZONTAL CONTROL, SIGNING AND STRIPING PLAN
PAVING, GRADING AND DRAINAGE PLAN
UTU1Y PLAN
MISCELLANEOUS DETAILS
SHEET
1
2
3
4
5
SITE DATA TABLE (LOT 7 ONLY)
PARCEL AREA
PROPOSED MIN. OR MAX. REQUIRED
0.69 ACRES - 30,150 SF 10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 30,150 S.F.
BUILDING HEIGHT: 19' -4-
(MEASURED TO MIDPOINT OF ROOF)
BUILDING COVERAGE :
(SQ. FT. AND" OF GROSS SITE): 6,300 SF - 20.9%
FLOOR AREA RA 110 20,9%
PAVED VEHICUU,,~ ..J~EAS
(SQ. FT. AND % OF SITE)
13,538 SF - 44.9%
OPEN SPACE
(TOTAL FOR lHf._ :_0:
SQ. FT. AND % OF $I TE)
IMPERVIOUS SURFACE RATIO
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
7,417 SF - 24.6"
15" (MIN.)
75.4%
4,609 SF - 34.0"
6" (MIN.)
5 SPACES / 1000 SQ. FT.
31,5 SPACES
PARKING SPACES
31.5 SPACES
CONCRETE SIDEWALK
(TOTAl FOR THE LOT
SQ. FT. AND % OF SITE)
2,833 SF - 9.4%
EXISTING UTILITY EASEMENTS:
WATER MAIN, ETC., EASEMENT(S) IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. BOOK 5371, PAGE 607,
PUBLIC RECORDS OF PINELlAS COUNTY FLORIDA.
WATER AND GAS MAIN EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN PLAT BOOK 124, PAGES 92
AND 93, PUBLIC RECORDS OF PINELLAS COUNTY flORIDA.
DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 10631, PAGE 135,
PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
RECIPROCAL EASEMENT AND RESTRICTIONS RECORDED IN O.R. BOOK 9957, PAGE 1937, AS AMENDED BY INSTUMENT
RECORDED IN O.R. 10418, PAGE 340, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
SITE DATA TABLE (FORMERLY 2, 5 AND 5A)
MIN. OR MAX. REQUIRED
PARCEL
PARCEL AREA
PARCEL AREA EXCLUDING FUTURE SITE
PROPOSED
3.59 ACRES - 156,256 SF
2.16 ACRES - 94,156 SF
10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 94,156 S.F.
BUILDING COVERAGE :
(SQ. FT, AND" OF GROSS SITE):
PA VED VEHICULAR AREAS
(SQ. FT. AND " OF SITE)
OPEN SPACE
(TOTAL FOR THE LOT
SQ. FT. AND" OF SITE)
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND " OF PAVED VEHICULAR
13,385 SF - 14.2%
62,900 SF - 66.8%
.:j .:~ ~ (1', ; ':-) (~; LJ; ,~. r 0
15,100 SF - 16.0"
" '" '" L'" ;:.~3
't., i .....'J
15" (MIN.)
PERMIT I BCP 2002 02676 (RETAIL)
PERMIT * BCP-2oo2-08742 (WENDY'S)
PERMIT t BCP 2002 02674 MSIONWORKS)
6% (MIN.)
5,400SF - 8.4%
JOB NO. 180-03
..WARNING
CON1RACTOR1O CALL -SUNSHINE STA 1E ONE CAll.-
'~800-432~4nO 48 HOURS PRIOR TO ANY a.EARlNG
OR,.CQNSTRucnON FOR EXlS11NG U1lJ1Y LOCAllONS
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DRAWN
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-
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~SHEET5
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:~,,~&
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.- -. ------~--~~-"~,,
,
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z
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w
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=;.; LA~ ~'.,
'-~,'ii-:;,~'.'~"~, <:";'~'.7.'.;::h~ ':~ ,;'-~:. ~. .?':;:' ~>~.,;~~:n.":<:',
~ 7 ~ 7 '.'
LC ~ 7
PRO OSED
ETA I L BU I L( I NG
63(0 SF
(SOU H (3) UNrr. TO BE OC :UPIED
E of AM SCOT NANOAL, I C.)
(472! SF)
:~
~ :. i ..
::~
OD
10' 90' ,:::
~-:~:~ .; ;~>~~; '.;.;::.~::.~.:il!~.~: ::~i:';. : ~:.~ ~~~.::~ :~=. .:.:::~ ~.'J?~':(:~::. :.;:
~. -~; ....
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II.T.S.
THE IICIIIAT\IRE 01' THE OUAUTY
COIfTIlClL ClfP1CEIt IN 1lII IIW:E
INDlCATEI THAT AU. REOUIRED
PERMITI HAVE BEEN OBTAINED
AND THAT CONSTRUCTION II
AUTHORIZED TO COMMENCE.
~
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(98X COMPACTION REQUIRED FOR FILL)
(3000 P.S.1. CONCRffi)
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STRUCK JOINT
II.T.S.
eTMOAfI) 8lEWALK
II.T.S.
PREPARED FOR.
) FLq~~~. ~g~~AL~~~'Y!O:! ~"!L!~~RfNC.
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-6422 - Fax. (727)724-6606
J
----
. - . .-
II.T.S.
THE CLEARWATER GROUP LTD.
6000 LAKE FOREST. SUITE 560
A TLANT A, GA 30328
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7 4/15/03
6 2/12/03
5 9/12/02
4 8/14/02
3 8/08/02
2 7/23/02
1 3/15/02
NO. DATE
/
HANDICAPPED SIGNS
SEE INDEX NO. 118
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RAMP DO'Mt
-
SEE INDEX NO. 108
CONe. WALK
RAMP DCMt
SEE IiiX NO. 108
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All pavement markings to be thermoplastic.
HANDICAPED STALL DETAIL
NoT .s.
CITY Of ClEARWATER PUBUC WORKS INDEX 1118
WHITE BORDER
tkS'tWBOL
BLUE BAO<GROUND
1 1'-0- t
II ~ STANDARD PRE-PAINTED
V DISABlED PARKING SIGN
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STANDARD v.eGHT STEEL PIPE
II I I-III t.)1 I'~_: -III~II II --8-X2'-6- CONCRETE MASS.
I'" - FINISH TOP OF MASS lEVEL
f _ _~. W11H A SUGHT RAISED WASH
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HANDICAPED SIGN DETAIL
NoT .s.
CITY OF ClEARWJTER PUBUC WORKS INDEX 1119
Sidewalk
Width Varies
..,. _ Curb Type 0 Or Curb & Gutter
& Gutter Type F (Curb &
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II
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PLAN VIEW
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REVISED PER CITY OF CLEARWATER COMMENTS
REVISED PER CITY OF CLEARWATER COMMENTS
ADDED DUMPSTER PER CITY OF CLEARWATER
REVISED S!DEWALK FRONT VISION WORKS
ADDED DIMENSIONS EAST SIDE PARKING AREA PER 8/6/02 CITY COUt.fENTS
REVISED WENDy'S DUMPSTER
REVISE AS PER DRC COMMENTS OF 3/14/02
JOB NO.
180-03
F.B. . 1'G.
SHT.
DATE.
REVIBIONI
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Ff
CURB INLET
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CONC MEDIAN
G
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CONC MEDIAN
MISSOURI AVENUE S (F)
(ST ATE ROAD S-595-A)
NORTH BOUND lANES
BEARING
N44'48'22"W F
DELTA
89'51'17"
---------------
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18" RCP SE
EXISTING DRIVEWAY CONNECTION
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12'
12'
19'
PARKING
FILTER FABRIC
4.1
- - _ ...:. SLOp
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19'
PARKING
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TYPE F
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" SLOPE ~~~)--
4- , --- --
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-
/ FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FOOT SPEC.)
SILT FLOW
..
1-1/2- TYPE PC-l ASPHALTIC
CONCRETE (SURFACE COURSE)
6- UMEROCK BASE COURSE
(PRIMED) (98" T -180)
6- SUB-BASE (LBR-40)
(98" T-180)
TYPICAL PARKNi SECTION
us.
ELEV A TlON
SECTlON
PREPARED FOR.
SHEET DESCRIPTION.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST I SUITE 560
A TLANT A. GA 30328
2639 McCormick Dr. Cleorwoler FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
PAVING.
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CONSTRUCl1ON NOTES:
1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM.
2. THE LOCATION OF EXISTING UTlUTlES ARE APPROXIMATE AS SHOWN AND IT IS
THE CONTRACTOR'S RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION OF THE
UTlUTlES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL
NOTIFY ALL UTlUTY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTlUTlES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT (727)-
724-8422 FOR VERIF1CA TlON OF THEIR LOCATION AND ELEVATION. ANY CONFUCTs
SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
4. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT
MATERIAL TO INLETS, SURFACE DRAINS, AND LAKE AREAS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THA T MAY BE REQUIRED.
5. THE CONTRACTOR IS TO CONTROl ALL FUGITIVE DUST ORIGINATING ON THIS
PROJECT BY WATERING OR OTHER METHODS AS REQUIRED
6. ALL UNDERGROUND UTlUTlES INCLUDING CONDUIT FOR ELECTRICAL AND
TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
7. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY
OF CLEARWATER STANDARDS AND SPEClF1CA TlONS.
8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED UNLESS OTHERWISE
INDICA TED.
SINGlE ROW OF BA1.fS OF STRAW TO BE PlACED PRIOR TO THE
START OF ROUGH GRADES
PlAN VIEW
2- x 2- STAKES
,- 101/2' TO 2'
IN THE GROUND
BALE llES
.
'+t'
SECURELY BOUND
BA1.fS REQUIRED FOR
DURABtUTY
NOTE: TO BE USED WHEN CONSTRUCTING ADJACENT TO Nf'(
ENVIRONMENTAl PRESERVATION AREAS,
ANCHORING IW..ES
N. T.S.
01
FILTER FABRIC
(MARAFI 6OOX)
.
..
;
:
PROPOSED GRATE
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ID
6- (lYP.)
~-
FILTER FABRIC ~
(MARAFI 6OOX)
~
~
N.T.S.
LEGEND
= EXISTlNG ELEVA TlON
e"
-#~.~ PROPOSED ELEVATION @ CURB
T = PROPOSED ELEVATlON NOT AT CURB
1'-2'
Seal
~
~I
J- I"
7'2 Std.
6" Min. *
.1
Cone. Pav't.
L--- I "
I'-. '2 Exp. Joint And
Preformed Joint Filler
o
N
2' -(1'
Note: To be paid for as parent curb.
Note:
For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint, preformed joint filler and joint seal are required
between curbs and concrete pavement only, see diagram right.
ClIII DET AU -.=coT NlEX :t3OO"
us.
SANITARY SEWER AS-BUILTS
REVISED PER alY OF CLEARWATER COMMENTS
REVISED PER alY Of CLEARWATER COMMENTS
ADDED DUMPSTER PER alY OF ClEARWATER
REVISED SIDEWALK FRONT VISION WORKS
ADDED DOWNSPOUT CONNECTION, REVISED ELS
REVISED AS PER DRC COMMENTS OF 3 14 02
REVISED PAVEMENT EL'S, ADDED NEENAH CALL
::
IX)
.-
Seal
Conc. Pav't.
~ f' Exp. Joint And
Preformed Join(~cfi11~r C_.~"JI ,. . C
TYPE D
" ' 1
,)..'" !-
.', r r, ,.
L. ' .
i I
RENAISSANCE SQUARE
(LOT 7)
GRADING AND
NO.
DATE
DROP CURB
8' TYPE D
Joint Seal 0
1<)[
1:
~
Concrete
Pavement
J~ fExp. Joint And
Preformed Joint FlIIer 0
o Applles to both high and low sides of pavement, low side shown.
EXPANSION JOINT BETWEEN GUTTER
AVEMENT
JOe NO.
180-03
FA . PG.
3
lIfT.
DATE.
REVISIONS
APP'D
BY
3/4/02 OF
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EXIST. SAt-J, MANHOLE
1.E.:26.19 (S)
I.E,-26,15 (N)
ADJUST RIM TO
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0,5' CONC CuRB (TYP)
L 2.0' CONC CURB (TYP)
Ii
BUS STOP
CURB INLET
NO ACCESS
@
SOUTH BOUND LANES
2.2' CONC CURB (TYP)
G
CONC MEDIAN
MISSOURI AVENUE S (F)
(STA TE ROAD S-595-A)
NORTH BOUND LANES
DELTA
89'51'17"
/
\
STAN)AFI) SEPARATION STATEMENT FOR WATER/SEWER COtEUCTS
A'MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN /tN( 1YPE OF SEWER AND WATER
MAIN IN PARAlLEL INSTALLATIONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSS1BlE TO MAINTAIN 10-FOOT HORIZONTAL SEPARAnON. THE WATER MAIN MUST BE
LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHElF LOCATED ON ONE SIDE OF THE SEWER OR FORCE
MAIN AT SUCH AN ElfVAOON THAT THE 801TOM OF THE WATER MAIN IS AT lfAST 18 INCHES N3CNE THE TOP OF THE
SEWER.
WHERE IT IS NOT POSSIBlE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL. INSTAUAllONS. THE WATER
MAIN SHALl.. BE CONSTRUCTED OF DIP (If AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERT1CAL DISTANCE
Of 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE MJfNE THE SEWER. JOINTS ON THE WATER MAIN SHAll. BE
LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
AU. DIP SHAll. BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHAlL BE USED.
SANITARY SEWERS. fORCE MAINS. AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY
SEWERS. FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALl BE lAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE
WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18
INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHAI..L BE CONSTRUCTED OF ClASS 54 Ducnu:
IRON PIPE {DIP} AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAlL.ABI..E IN THE SIZE
PROPOSED.) SUFF1CIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION Of 10 FEET
BETWEEN Nlf TWO JOINTS. ALL JOINTS ON THE WATER MAIN WfTHIN 20 FEET OF THE CROSSING MUST BE l.E'AK FREE,
AND MECHANiCAllY RESTRAINED. A MINIMUM VERTICAL ClEARANCE Of 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN. THE CRITERIA FOR MINIMUM
SEPARATION Of 18 INCHES BETWEEN UNES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.
AU. CROSSINGS SHAI.L BE ARRANGED so THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
EQUIDISTANT fROM THE POINT Of CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFUClS WITH AN EXI5nNG PIPE. THE NEW PIPE SHAll. BE CONSTRUCTED OF DIP AND THE
CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
TltE Il8NlmJRE OF TltE ClUAUTY
CONT1lOl. 0Fl'lCEJl IN TMIll 8PN:E
INDlCATEI THAT ALL lI!OUIR!D
P!RMITI HAVE BEEN oeTAJIlED
AND THAT CONSTRUCTION II
AUTHORIZED TO CO....!NCE.
---,
1=
..
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP LTD.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
2639 McCormick Or. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
ON ALl TEES, A MlNlNUM Of' 5' SHALl BE
RES1RAINED ON EACH RUN lLG
L ... t.tlNlMUt.t LENGlH TO BE
RESTRAINED ON EACH SlOE Of' RT11NG (ft.)
RGURES BASED ON 30- DEPlH BURY, 150 PSI TEST PRESSURE.
8- PVC MAXIMUM SIZE USED IN SYSTEM
NOM. ELBOWS (deg.) VALVE DEAD
PIPE TEES
SIZE 11.25 22.50 45 90 BRANCH END
4 2 4 9 21 28 46
6 -:--3 6 12 29 47 65
8 .::=A- 8 16 38 66 85
WA TER DISTRIBUllON NOTES
1. All WATER/FIRE UNE EXTENSIONS TO CONFORM TO CITY STANDARDS
2. THE CITY OF CLEARWATER WIll PROVIDE WATER TAP. SET THE METER AND A BfPD (BACK FLOW
PREVENllON DEVICE) IF APPUCABLE. APPUCANT IS RESPONSIBLE FOR All ASSOCIATED FEES
3. All POLYVINYL CHLORIDE PIPE SHAll BE LAID WITH AN INSULA TED 12 GAUGE A WG SOUD STRAND
COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS
WIRE IS TO BE CONllNUOUS WITH SPUCES MADE ONLY BY METHODS APPROVED BY THE ENGINEER.
THIS WIRE IS TO BE SECURED TO All VALVES. TEES. AND ELBOWS. SEE ARllCLE 41.02(B)(2) PART B
TECHNICAL SPECIFICATIONS. CITY OF CLEARWATER CONTRACT SPECIFlCA llONS AND STANDARDS
,
j
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A.DW
0,5' CONC CURB(TYP)
~
CONNECT TO EXIST EXIST. B" s
SAN GRAViTY L1f\!E A.NITA.Ry
I.E, = 26,01:
CONTRACTOR TO VERIFY
ELEVA TION AND NOTiFY
ENGINEER PRIOR TO
INSTALLING 6"PVC,
CI
6" PVC E
'8" RCP \'1
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GRASS ISLAND (TY?)
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C'{ 0
~ BFPO
0.5' CON,~
CURB (~)
FPB @l' WS'tJ ~ IE = 28,45
DET ~.~, , ->
SEE~ :-'.
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TO BE DEMOLISHED
1-STY MAS SLDG
(VISION WORKS)
BLOG AREA (O/A)
10,107 SO FH
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'-1
LOT 10
................................
..-..............................
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.................................
................................
................................
..... ..........................
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..............................
SEE DETAIL "B: 8 l'
3,4........... '
cmjC
ASPH
ASPH
FN&D kS 2512
0.66'5, : ,,s'E
POLE 0,2'E
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2,0' CONC CURB (TYP)
CI
36" RCP N-S
18" RCP SE
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CONC MEOIAtJ
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18" ....
24. ....
s - s'
~ Va1ea
Back of CUrb
or
~...~-'
v~-?(I.
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2
~
iMedl. Joint Val...
AnattMr GaU VaIw may be
......... (- pIan8).
ONLY APPROVED
Kennedy CbIrcIan No. K-e1A
...... c.nturtan No. A-423
u.s. ~ IMtnIpoIIlGn
"-....."...<9 Joint (TJP.)
NOTES:
1. St8mMr CcInnKtIan to f'_ s.r-t.
2. ,. FA H}llhrIb to '- 5 1/4- YaM Seat.
3. FA H)lhnt8 SIlaI be PIoced ot S1rMt c:om..
01' n the R.o.w. Adpa.rt to SIde Lot a.n.
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ADJUSTABLE _______
VALVE BOX ______
WHEN VALVE OCCURS IN ROADWAY,
SET BASE ON 10-COUMON BRICK'~
/~
>-
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MECH. JOINT VALlIE J
'\. ~ WATER MAIN
"-- RESTRAINING JOINT
TYPtQAJ.. VALVE SJ:TT'NG
aIOSS-$ECl'IOtj
N.T.S.
1HE FOUOWlNG JOINTS MUST BE RESTRAINED IN ALl APPUCA llONS:
1. BEND - INlET AND OUnET
2. TEE - OUnET BRANCH
3. OFFSETS - INLET AND OUnET
4. CAPS
S. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALl BE RESTRAINED AS DEAD ENDS
~L
..I ~ Megalug Restrainer (Typ.)
NOlt: lHRUST RESTRAINT AT RTTlNGS AND VALVES SHAlL BE
BY USE Of' EBBA IRON MEGALUG RESTRAINERS. lHRUST RESTRAINT
BEnEEN PIPE JOINTS SHAlL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
o
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PVC PFE AeSTRAt<<
N.T.S.
(
ff
131ft'
NOTE: CLEANOUT PWG TO BE
U.5. FOUNDRY 7621
OR EQUAL
n ~DI OUT PL1JQ DETAL
NTS
6~ooaUG
PROPOSED CONCRETE
PA'IEIoIENT -.. ~J
'~~~ ~.
6- OR 8-- 1/8
I.E.-SEE PLANS
8TAtIWI) EWER LATBW.. ~M.
NTS
4. CONTRACTOR TO INSTAll ONE (1) SECTION OF DUCllLE IRON PIPE ON BOTH SIDES OF ANY
BACKFLOW PREVENTION DEVICE IN UEU OF PVC PIPE
5. WATER METER LOCA TlON FOR PROPOSED RETAIL WIll BE DETERMINED IN THE FIELD
fIE I:IYPfW<< AeecMI Y
II1S
SHEET DESCRIPTION.
10
9
8
7
6
5
4
3
2
J! " : ~ .. f'~' ~
'" ~ I". /....:.1
RENAISSANCE SQUARE tr i ,
(LOT 7)
UTILITY PLAN
" .: : r{ ~
NO.
DATE
REVISED PER CITY OF CLEARWA lER COMMENTS
REVISED PER CITY OF CLEARWA lER COMMENTS
ADDED RECORD DRAWING DATA
ADDED CHLORINATION AND SAMPLE POINTS
ADDED DUMPSTER PER CITY OF CLEARWATER
ADDED WATER DISTRIBUllON NOTES PER 8 6 02 OTY COMMENTS
CHANGED -REDUCED PRESSURE- TO -BACKFLOW PREVENllON-
ADDED HOSE BIBB AT DUMPSTER WENDY'S
REVISED AS PER DRC COMMENTS OF 3 14 02
JOlt 110.
180-03
F". . P6.
4
IHT.
DATE.
REVIlIIONI
APP1l 3/4/02 OF
BY
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DRAWN
O.C.
E. Mazur
Threaded Corporation Stop
MUELLER H 15008
or approved equal
(Tap at 45. Angle)
r Curb Stop
/' MUELLER H14350
_ ~ Compression inlet
with Lock Wing and
or approved equal
Saddle if Required
See Note 5
\
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\.~' ''x)'
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
-
Water Main
WATEA MAt4-'EAVICE CC>>KCTJON ~
PEA aTY CF a.EARWA 1ER N)E)( f401
N. T.s.
-
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'Wo. ter Meter Connection
S'
Flow
F orcl Angle
Vo.lve<Typ.)
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12'
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NOTEI
Device I'lUSt be Installed level.
. APPROVED R.P, DEVICES
Hersey-heeo Model FRP II
Vatts Model 909 or 009
Conbraeo 40200
. APPROVED DOUBLE-CHECK VALVES
Hersey-heeo Model FOC
Va tts Model 709 or 007
Conbraeo 40100
TYPICAL 8t<<IJ: DEVICE
314- and_'f ~ S
10' -8"
~ooo 00
~~
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-
48"
max
TDP VIEW
FORD METER FLANGE
FLO.... ~
.~~ ~II>
;:::;~
III METER
(FLANGED> l
APPROVED BACKFLO~ *
PREVENTION DEVICE (FLANGED>
/
4'
min.
L
FORD ANGLE
VAL VE (FLANGED>
.... &7='"
~ III!.
WI ~r=; BRASS NIPPLE
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NOTEI
DEVICE MUST BE INSTALLED LEVEL.
----..
;lIE APPROVED R.P, DEVICES
HERSEY-BEECo MODEL FRP II
WATTS MODEL 909 DR 009
CONBRACO 40200
;lIE APPROVED DOUBLE-CHECK VALVES
HERSEY-BEECo MODEL FDC
WATTS MODEL 709 DR 007
CONBRACO 40100
TYPICAL ~ &:18 WI BAa<FIJ>>'l
~ 111r AN) r MODaJj
N,T,S,
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and lARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and lARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x 16"). Materials
used should be consistent with those used in the construction of and architectural style of the
principal building. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be made of the same materials as long
as they are made of approved opaque material.
6.) DROP PIN
1/2" dia, 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for
rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
2.) FOOTINGS
8"x16" concrete w/2- 115 continuous rebar imbedded.
CONCRETE MASONRY WALL CONSTRUCTION
tmZ. WAll ~
~
el6"O.C. \Or.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6"xS"/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.1. with
fiber mesh reinforcing.
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
4.) CONCRETE FILLED CELLS
With 1-115 vertical rebar tied to footer steel at each comer and every 4' O.C.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
. 16 REBAR ..;--......
-r J2" O.c. \Or.
Co w/ ~ H()(J(
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats
Inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter galvanized
steel post. (Gates and post constructed and installed per applicable building code by
licensed fence contractor).
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1 :6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16. o.C..
~II"
l2!
cleo.ro.nce
rtln.
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
~I
-
drop pin
( typ,)
"
~1-#5 at 4' center
5. Mortar shall be type M or S. in accordance with ASTM C-270. Place all
masonry in running bond with 3/8" mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
- -
""- Swing go. te (typ,)
Gro.de
6" -
\
3000 p.s.!. Concrete slo.b with fiber rtesh reinforcing -
rtonollthlc} rtln 6' thickness} 6'x6' I lOx10 w,\J,F.
8. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~". mortar droppings or other foreign material, All cells shall be in
vertical alignment. and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1 /2" below the top of the
middle bond beam masonry.
t:!QIE.S;
1. SAWN JOINTS CUT 2- DEEP EVERY 15' MAX.
EACH WAY, FILL WITH S1KA HEX OR EQUAL.
2. 4,000 PSI CONCRETE
I · " I
concrete footing wI 2- #5 continuous
(typ,)
. I
I I.
ELEVATION
14' -8"
27'-4'
Tie beo.rt with
2-#5 rebo.r
continuous
-
/
I I I. I I I. I I
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I. II
. I
I .
-
.
- J
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-
-
-
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00.
(/)
I
I
l6' din, Steel
bollo.rcls
conc, Filled
( -
-
-
12'
cleo.ro.nce Mln,
swing go. te
(typ.)
.
-
-
-
.
.
-
- )
6' dlo.. Steel
bollo.rds
conc, Filled (typ.> 0
(typ)~ .1
,,:::
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(/)
-
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10' -8' ~
-
-
c-
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o
u~
d
.. -
\0(1)
12'
cleo.ro.nce rtln,
6'
-
I--
.
-
6'
12' r
Cleo.ro.n~ -
rtlny
00
48" -
Max _
-
cone. Slo.b
-
.
Gro.de
12'
cleo.ro.nce
rtln.
00
Swing go. te
(typ,)
-
00
.
-
"II"
"
~
-
f
,.,-- swing go. te
( typ,)
.
-
4'
Min.
L
..,/
-
v
,
~
~
I-- Drop pin hole
(typ,)
o
PLAN
'--
drop pin
hole (typ.)
ELEVATION
v
v
,
o
00
PLAN
/-
St<<IJ: ~n:;a DETAi.
N. T.S. Cl1Y OF a..EARWA TER
INDEX 1101
4-' -4"
.1
N.T.S.
~~ OF a..EARWAlER
INDEX 1101
.
IlQ
2f
3'-0"
2r
V-' Of Grote
I ~!
.
o
~
I
in
in
~
I 1
! :1
: I
, ~ ~ ~-~
HALF SECTION
.
IlQ
8"
.....
.
co
I
..
8"
....
~l-
{!!.
It) irJ
~ ~
. 1!
~
r. a.
II) ~ -~
BEDDING
~ -sa:is ~-fW SEliCT
OSHA REQURWENTS~ FHJ.
I
~ ~ ~
~ 1;V )I~. ~ twJNCHJNG
~" ~ BEDDING
,~~~
.~
: ~
.
.
I
..
~ ...
o &
('\j
o -c:i
z ~
3'-4-" 2f
~!~ ~'-5~t:-1~:~~1 r
-r-
PLAN
2'-4'
.. L~t?l,g' -
~! I -I ~ I ~ IE
-
T-.L.
~ ~T
-L
;;r
". .. -
~ !. 2 - _.! ~:
'~P-~~~/r
)(
. .
)( "
. 0 c:
. ~ -
'e: _ .
>0 It) .
~ II)
..;
c:
~ - 4'-4" s~-
,~ s~.....r\. L....2f 3'-0- 2t~" /"'-' 4
- I ~
~ r Grate.......... c+-~
-h Let. 1 '-.. Eye Bolts
r ~I See Index 201
+ ~N-r---~~____ ,.. Ban
o 12" ctrs.
~
~
I
~
-"
..
~
~ T
I
..
FLEXIBLE PIPE: INCLUDES CORROGATED METAL PIPE,
CORROGATED POLYETHEUNE PIPE AND/OR
POLYVINYL CHLORIDE PIPE
1. BEDDING SHALL BE COMPACTED CRUSHED STONE
AND SHALL BE SHAPED TO THE BOTTOM OF THE
PIPE.
2. SELECT FILL SHALL BE NATIVE MATERIAl AND BE
FREE OF LARGE ROCKS, DEBRIS, AND ORGANICS
(3"+) AND SHALL BE PLACED IN 8" MAX. LOOSE
UFTS AND COMPACTED TO 95% STANDARD PROCTOR.
3. HAUNCHING AND INITIAL BACKFILL MATERIAl
SHALL BE COMPACTED, MATERIAl SHALL BE CLASS
I OR II (REF. ASTM 02321 GRANULAR TO 95%
STANDARD PROCTOR
1. BEDDING SHALL BE COMPACTED CRUSHED STONE
AND SHALL BE SHAPED TO THE BOTTOM OF THE
PIPE.
~
T:
:
THE SI8NAT\/RE OF n<< OUAUTY
CONTlIOL OFFICER IN THIS IIW:E
INDICATES THAT AU. REOUIRED
PER..ITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION .S
AUTHORIZED TO CO....ENCE.
,
t
Jl ) FLq!!2~, !?~~!!:t!AL~'?ttu~'!!o!/:"!LI~~RfNC.
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
PREPARED FOR.
:1 I
:~
tr~, ~-~ J~ -"
.
IlQ
SECTION
Recommended Maximum Pipe Size:
3'-0" Woll-24- Pipe
4'-6" WoIl-42- Pipe
Approx. Weight 235 Lbs.
Approx. Weight 465 Lbs.
,-
UI: I N..
TYPE -e- CAST BlN GRATE
PER FOOT lID f'JJ2
N. T.s.
TYPE -C' CAST AON GRATE
PER FOOT lID f'lJ2
N. T.S.
TYPE -e- GBAIJ: N..eI ~
PER FOOT lID f'lJ2
N. T.S.
N.T,S,
Q~ ~:,:\. .~, ...,J: ~J' ~- r
SHEET DESCRIPTION.
--I
~.' ..'
~ : ~ = )
..,.. \- j
THE CLEARWATER GROUP L TO.
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A. GA 30328
RENAISSANCE SQUARE ;: :: .' .
(LOT 7) ~.A
MISCELLANEOUS DETAILS {{l:, ~~~
NO.
DATE
EO.-
LL BLOCKS WITH CONCRETE,
FLUSH TO TOP
v~
iI4 -
~'4 REBAR HORIZONTAL,
-LINTEL BLOCK, TOP
COURSE ONLY
v,
~~
~(
/,
V EO.
/PAlNT EXPOSED BLOCK IN SlOE
1'-6-
COURSE CONCRETE BLOCK FROt.A
FINISH SlAB ELEVA 11 ON
IU.4PSTSl DETAL.,.(TVPE B)
ILT.S.
(WEN)Y'S)
/
"-1-#5 o.t 4'
center
Tie beam with
~#5 rebar continuous
12'
,.- cleo.ro.nce
rtin,
14" I . I
j! B'8~6'
rebo.r
/
,,4 (
:~
SlUCa) BRICK '-
\9IIR 0\tR " /
8" eo<<:. Il.OCK ,,4 (
~(
/ / f jNISH SLAB ELEVA 11 ON 6"
,,2 ABOVE PAVEMENT ELEVA110N
//
S1UCCO STlP '- "
'\ ... ..A. '''''l~~
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size ~~ ., - - : '- . 4---- ~
of 3/8", 8" to 10" slump. and a minimum compressive strength of 2,500 PSI at . I ~...L1777!. ~ ~iJ;;;lli-:-;'~ ~. \
28 days. . · 1-=1 II::J 181 Ell Ell] d.. '-- 6X6XW29XW29 WELDED
-. f-'418~ll r- -. 4 WIRE MESH
7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course . -I I 1::::11 E · .~, ~
of all cells to verify grout placement. Clean-outs shall be sealed after ~
masonry inspection-provided in accordance with ACI 531-4.6, and before ~. J-
grouting. (2)-14 BARS TlP .
BOTT<Iil
1 -
.;-drop
/ pin
(typ,)
,
lC)h
~~ ';..
~..-; ...
.~
~I::l
~
.0
C5~
~.
.1:)
00
=<!::~
~~
. ~ oS:
II) ~ c:: lb
Q) ~-Q:
-- Q)
~- Q)~
~ ~V)~
\:
Gro.cle
J
II.~ I
L 3000 p.s.I, concrete slo.b
with fiber Mesh reinforcing
- Monolithic, Mln 6'
thickness, 6'x6' I 10xl0
'W.'W.F.
I-
3'-4'
REINFORCED CONCRETE PIPE
2. SElECT FILL SHALL BE NATIVE MATERIAl AND BE
FREE OF LARGE ROCKS, DEBRIS, AND ORGANICS
(3"+) AND SHALL BE PLACED IN 8" MAX. LOOSE
UFTS AND COMPACTED TO 95% STANDARD PROCTOR.
~~~-tw
OSHA REQUIREMEHJS ~ SEliCT
F1LL
I
1.
14" I ,. . I '
jiB:? 16' :~:rete
footing
wI 2- #5 rebo.r (typ,)
.,
~
{:.
10
2'-(f
21.-
__4
"
Ef'
I--<
..
-
I
"ir')
g:
tot
PLAN
?o
J- 3' -4' sf
54t11 2'-on I~
. . ~
r GrateJ 1 ,~
h Z' CI. - ~ '- Eye Bolt
1 ~ ~I ~ See looex 201
+ ----.. ~ ~#4 Bars ~
I:!' Ctrs.
SECTION
Recommended IrIaxilOOm Pipe Size:
2'-0- Wall-IS" Pipe
3'-f Wall-24' Pipe
TYPE -C' GRATE ~ ~
PER FOOT lID f'lJ2
N.T.s.
REVIlIlOIIS
JOB NO.
180-03
..... . N.
5
J. Chamberlain
CHECKED
3 2/12/03 REVISED PER CITY OF CLEARWATER COMMENTS
2 7/23/02 ADDED WENDy'S DUMPSTER DETAIL
1 3/5/02 ADDED SERVICE CONNECTION
SHY.
DATE,
~ 3/4/02 OF
5
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SURVEYOR'S REPORT
MAP OF BOUNDARY SURVEY:
1111 MAt' AND RH'OH I ARI NO r I lJl 1 ANIl COM'I I I I W I I HOU I I HI 0 I lif H
LEGAl DESCRIPllON: BOUNDARY INCONSISTENCES:
I :;1I0WN N, (I ) ON MAl' 01 :ilHNI y I
I ill (, (J IAf~WA II H HI I A II SUBI) I V I:, I UN A:, I~I CORlllll IN 1'1 A I HOOk 1,'4, I'M,I:, 'Ii' ,\NIl '11 I N I HI
I'IHIII( HtcOHI)~ 01 I'INIIIAS COUNlY, ILOHIIlA ANU lYING WllHIN I Iii '.OUIIiI.~:,1 11401 IHI
',OLJIHWISI 1/4 Of SICIION I~, 10WNSHIf' 1") :;OUIH, RANGI I~ IA:>I, f'INlIIA:, ('OUN!), IIORIIlA
I ',IN I ^ I N I N(, ~O, I ',() :,QlJ^,~1 I I I I OR 0 6'll' ACHI:;, MORI Ol~ I IS')
ACCURACY:
1111 A(IIJHALY :;'ANllAHlllJ:;IU IOI~ IIi! 1I0RI/ONIAl LONIIWI IOH 1111:, ';UINt'I, A', (IA:,:lIfllll
II, ;111 MINIMIJM II CIiNI! Ai :,lANIlAfW:, (bl(>I I b 1 AC), I:, "('(-",IHCIAI/HI(,II I~I:,~" IHf MINI~JM
Iii I ,IIVI 1l1:,IANLI A('(IJHACY HH< llil:) 1'1'1'101 :,UHVIY I:' I IDOl IN IO,OuO UI' ;Ii! ACCURACY
i!ll l,iNII) In I'vItA:,LJRII'vItNI ANll CAi CUI AIION 01 A C10S[!J GIlJMI [f<I{ IIGURI WAS lOUNII 10 IXUIIJ
1I11 Iii UI, I HI MI N I
/ {Ii i U IN I 1<01 MI 1\:,IH~IMI N 1 :,
I UII I VIII I N I 1111 H I (,Ii! H III (,HI I " 01
WI HI MAI)l WITH A IHAN:,II ANI) :;1111 IAI'I, Of, i;IVII.fS WIIH
ACUJHACY
~ I 1 I, (I I I ON:; ~IIOWN ON MAl' 01
1 I \'1 I I Ni II i tiN I ()I II :,
:..IJRVI '1' WIl<l
I Iii I A I N I I) 'lY A I I V I I I Oot' I I:, , ~H, I' I; , I 1< I N I I 1\ I
DA TA SOURCES:
IliI IlA',I', 01 lIfAHINt.:, lOll IHI'; :,;UIIVIY I:; IHI IA~,I IH)UNIJAf(Y IINI 1)1 'Oi , IIIAI'IWAIIII
1111/\11 ',litH)1 '/I~,IUN A:; 1<1 COIHHIJ IN 1'1 AI BOOt< 1<'4, I'Al,I', 'J,' 'l~ 01 111I l'IJllI II HI COHD'; 01
:'INlII A:, LOurHY, I I ORillA, HI ING ASSUMlIl AS ~;OOo I~,'~,Y"W, AS :iHOWN ON MAl' 01 :,lI1UI Y
" IHI', ';lJHVIY WA':, I'WPAI<tD WIIH IHI III Nil II 01 IHI IOIIOWIN(, (0) 11I111'AI liIUH<[)', BOllK
/11 (~, I'AI,I 141, (I>) 011 I C I AI I~I CORUS BOOK ~() n), I'AGI V~'J, ANI) (\) 01 I Ii. I fll I~I CIJIWS HOOt<
~Ol.l I'AI;I ~l/ I, AI I 01 I HI I'UBI I C Iii corms 01 1'1 Nil I AS COUN I y, I I 01< I 1)11
1 1111', ',UHVIY WA:, 1'H1I'ARILJ WIIHOUI IIi! litN~111 Of A 1(~IIMlNI 1011 lilll
111,111 11I',U~II'IION !,HOWN HI HUJN WAS (I<IAIIIJ BY II{)I~IIJA 11I~,I(,N CONSIJIIANI:;,
I ~.:-,I It<ANt:I
IN(
1111
I ' I III II III) COHNIII HI (,OWlS WI HI Oil I A I NI Il I ROM 1'1 NI I I A:, cOUN I Y I'UBI I (, WOH~,~), ",lIINI '1' AND
M/II'I' I N(' III I'AI~ 1M!: N 1
" IIIVAIION:, AI<l BASIIJ UI'ON l'INtllA:, COlJN1Y LNbINI.IRIN(, IJll'AlilMl:NI VllllliAI CONIIWI
" II< I ION', IH Nt HMAHK:, LON IIWI IlINU1MAHK:; USI U ARI DI:; I (,NA 11 IJ fj Y 1 HI f-' i Nt I I A:; COlJN I Y
INI,INIIIIIN(' 11If-'AHlMeNI A:, (u) "HARIIIS AA", MAl' NlJMJt-1I "",1,1''', A PINIII(I!, LOIJNIY
'NI,INIII,'IN(, IlIf'AR1Ml NI III~A\,:i DISK IN lOP 01 CONCH!: II 1'0:>1 SIAMl'1 () "HAI<I<I', ^A" IJNADJlJ:,111J
IIIVIIIII)N b/l,U 1111, ANI) (1)) "HARI<I:, v", MAl' NUMBIR "1/'1,"', ,\ f'INIIIA:, COUNI)
INI,INIII<INt, IIIP/II<IMlNI fll~A:,S IlI':,K IN IOf' ()f CONCRfll 1:"IANIl :;IAMI'IIJ "1IA1~III'; v" IlNAIlJU:)TII)
III 'i/\ II UN )/1'?'llfll, A:; I'tJllllSHUJ BY IIi! f'INIIIAS UJUN1Y IN(JINIfRINt; UII'Af-<IMINf
b NO I A:,I Ml N I I NI ORMJ\I ION WAS :;LWPI If IJ I () 1111 S :; I JI<V I '1'011
( ',U11,11 r: I I'ROI'llIlY I II !, WIIHIN II 0011 IONI )(, BAst IIOulJ
IN',IIl~AN(I I~AII MAl', C<.M.4UNIIY PANII NUMHIR 1?~O~Jb OOI~ D, MAl'
(:,1 I IJA 1/\ ~()lJRCI!, H)
IIIVAIION ~Jii~
1<11/1',11) AlJGII:,1
"I f< f I OOIJ
I il I 4Y I ,
II i\N II( UJI<A II I I OOIJ IONt IJI III~MI NA liON SIHllJlIJ iii MAIJI. In Iltl I'I<II'AHI!< III IIIi MAl', Iltl
II Iii HAl IMIRGI.NCY MANA(;I.MlNI AGI.NCY, OR IHI lOCAl GOVtRNMlNI AGINCY ItAVINl, ,IJI<I:iIJICIION
111/11\ :,IHII MAl II W; I'HIOf! I() ANY ,JUIJGMfN1S III ING MAD! IIWM IHI 10NI (S) A', ',fAlI II IURt-ON IIi!
Alill,'1 (I)A I A ~;()UHII:, I) 1<'1 f I RI Nel D I I ()I HAL I Me, RGI NCY MANAGU..t N 1 AGI NLY MAl' ~, 11\ II:; I N I Hf
Nu II " I Ii I IH l)~,1 I< I HA I "lit I S MAP I!, I Oil I NSlJl~ANCI l'URf'OSI S ONlY"
'j I N I I N I I()NAI I '1' I I I I III ANk
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';llIlI.lIVI:,ION A:., RIClJlWllJ IN PIAl HOOK 1;'4, I'Al,IS "Ii' \,~
(OliN I Y, I I 01< lOA I ~jHOWN A:; (I') ON MAP 01 :,UI<V! '1' I
lilt
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II N(J li\';IMINI INIOHMAIION IOf< 111111111:; ~;!HVII INt" (./W!,:,INI. Oh' IIINIIIIIN(, III,', I'IW"II~IY
WA', >111'1'1 III) 10 1111:, :,UHVIYOI< lXCII'1 A:; :;HOWN 01< SIAlfI) HI HI ON
UMI T A lIONS:
III
,,'.I ill
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IItl', ',lll<VI1' In ANYONI OllifH IHAN I HO',I I'HII'AHI [) I ()f~/CI I~III IIIl 10, WI' I
',01 i 1<1 ',to; WI I HOll I I I All II II Y 1<) IHI SlJl<VIYOI/
IHI
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1111 I~I MJIY HI All! I I I IONAI I A~;I MI N I~, I\NIJ 101< f~1 '; It" ( II ON':, AIf I ( II N(, lit I', I '''<lI'II~ I Y iliA I
MA ( Iii IOIlNIl IN lIif 1'lJlII I ( 1<1 COHIJ~; Of 1 HIS COUN Ii'
\ IliI IOCAIIOW, 01 IIIf lJNDlR(,ROUND UIIIIII!.:, ANIJ OH fllllH AI'I'URIINANClSWII<1 I'IWOf!r-.f1l
Ii, J\ I III II ~,LJHVI Y ANII ONI Y I oeA Illl A:. SHOWN ON 1I1I f AU 01 IItl SlHVI Y ONI Y lHI
\JNllIfi(,I<UIJNIJ lJlllllllS I\NIJ/O!i IHI.IR API'UR1INANCI:; WHICH WIRI VISIHII I I <OM (,fW',NU IIVII fO
I HI ',UIIVI YOI< ON I HI AC I UAI lJA Y ill I HI I III lJ ':,UfNI '1' WIl<l 1 OCA 1111 NO I "C^VA I I ON~, OH
';UWilJI<IAl.I WORK I"ORI:, 01 ANY KIND Wlf<I PIRfORM:.1l BY IHI SUINFYOR 10 Vl!ilfY It II IXI:..IINCI
III ANY UNIJI IH;ROUNll 1 JT II II II S ANIJ/OII r HI I R APPUR TI NANCI~; fHI. SURVI YOR MAKI!, NO (;UARAN III
111111 I III UNOI HGIWUNLl U I II I 1 II S ANll/OR fHI I H AI'I'UR 1 f NANCI S ~;HOWN C.OMPH I SI All SUCH
III II I I II~) I N I HI ARI A, I I I HI H IN :,1 HV I (I OH ABANDONlll
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I 11M:, 11IUIWN uU I 01 :;CAL I
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10 GHAPII I CAI I '1' SHOW fHI I R I (lCA I ION
1111 HI MA Y HI
IINIJIIH,HO\JNIl I ()IINlJAIION':> AND IHI 11< I ilr:AIION~; ItAVI NOI Bf I N III II I<MINII)
to ;IiIIIiJIIIIJN I (;IIII'MI NI IINll/Ofi lit! 11< M'I'UHI! NANCI~, IIAVI NOI lif I N I OU\IIII lINII', (lllll HWI:,I
"IOWN III III ON
1111 "I MIll III AIJlIIIIONAI I fI~,1 MI NI~, ANII IOH III :,fiilt liON', Alii LI ,Nt, 1111:) 1'1""1'11<1'1' IHAI
Mli'l III IOIINI) IN IHI 1'1 fll 01 I II ARWAII H HI fflll SlJBIJIVI')lIIN A:; I~I COHill II IN PI AI IHIllto. 1;"1,
I 'fI(,I " 'I,' 'U IN 1111 1'[l1l1 I I f(f COHIlS ill 1'1 Nil I A:, CC()UN I Y, 'I OI~ iliA
d IN!I NllllNAl1 'y III I III AN~
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FLORIDA DESIGN CONSUL T ANTS, INC.
F NGINf ERS, f_-NVIRONMEN r AL IS T S, SURVE YOR~) 8 PI I\NN[RS
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I'IUD LOCAHO OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CtJRNIRS Willi MUlll!'1I BOUNIIA!iY
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APPARENT PHYSICAl USE:
lilt. SUBJI.CI I'HOPIHfY CONTAINS A Cot-.M.RCIAI HUlIllINt, ANll l'AHKIN(j 101
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j IASEt.t:NTS IN I AVOI~ Of fHf CllY OF C1I.ARWAlfR RfCOtWI-lJ IN OfIICIAI l~fL()RDJ !lOOK ~)1/1,
I'AGI GO 7, PUBll C RECORDS OF PI Nf LLAS COUNTY, I L OR I DA [ I HE SI [ASI Ml N 1 ~j ARI Df SeR I Bf Ii I, ,
(I) "A IEN (10) FOOT WA1ER MAIN EASE~_NJ lYING I IVI (~') Ifff ON tACH SIDl Of 1.)(1',111';(.
WA H R MA I NS UP TO AND I NCt UD I NG ALL HYDRANT SAND Mf- HRS ; AND (I I) AN 1 NGRESS AND I (,I~I :,'~,
LASEMENl FOR REFUSE AND GARBAGl COLLE.CTIONS AND CI TY OF LIEAHWATf'H SlRVICI AND UIII 11'1'
VIHIClES OVER THE REGULARLY CONSllTUED ROADS AND PATHWAYS DlSIGNAfflJ fOR SUCH l'URI'OSf:,"
BOTH ARE NON'PLOTTABLE EASEMENfS AffECTING lHl fNTIRI SUBJECI PROPERlY I
b [)f,CLARATION OF RECIPROCAL EASEMENTS AND RfSmlCllONS RfCORDID IN OHICIAL RI-CORUS I~O\lK
"195/, PAGE 19j(, AS AMENDED BY INSTRLWlENT RECORDED IN OffiCIAL RECORDS 13001< I04IH, PAP
~40, PUBL I C RECORDS Of PI NfLLAS COUNTY fLOR I DA [A RE. v I EW 01 IIi I S DOCUMENT RI VI AI II) NO
PLOTfABLE EASEhl::NTS HOWEVER, THE SUBJECT PROPERTY IS SUHJfCT TO THf. IASIMENI:"
I~ISTRICTIONS, RIGHTS AND OBLIGATIONS ESTABLISHED IN SAID DOC\JM:NI J
I DIS1RIBUIION lASEMf:.NT IN I AVOR 01 FLORIDA POWLR eORPORArION Dl\rUJ JULY Ii', 1'J~'j A",D
I~ICORD[D AUGUSr 19, 1999 IN OFFICIAL RECORDS 13001< 106jl, PAGE [j~, PUBLIC RICUI<[)S III
1'1 NEIL AS COUNI Y FI OR I DA I TH I S LASEK.NI IS DlSCR 1 BEll AS "U.M>R I SING 1 HOSE. 11 N (10 I IOC'j
WIDE StRIPS 01 LAND LYING FIVf (5) I[EI ON f,ACH SIDE OF THl Ct-,N1LR LINIS Of GRAN111 ':,
f-ACII 11 lIS . A NON PIOllABLE EASEMENT AFFECTING THf ENTIRf SUBJllT PROPIRfY I
II :;URJEC 1 lOAN E.ASlMEN f FOR WA I ER AND GAS MA I NS AS RfCORlJl!J I N PI A I Boot< 1/4, PAbl ~ 'I;'
AND 9~ OF IHE PUBliC RLCOROS or PINUtAS COUNTY, FLORIDA I IHIS IASLMf-NT IS IJI ~,U~Ifl[1l f:~,
"A TLN (10) FOOT WATE.R AND GAS MAIN E.ASfMENT lYING FIVE (~) fill ON FACH SIDI Of WAffH ANIl
GAS MA I NS UP 10 AND I NCLUD I NG Al L HYDRANTS AND ME TERS, fXCI' PI WHfRI SUCH MA I N~; AND RII A II I)
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PLANT MATERIAL LIS.,v-'-'v----~'~
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V1510N-
TOT AL ~ORK5/
5YM60LaUANTITY RETAIL
SP
QV
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LA
IV
MC
SF
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HR
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15
15
20
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180
166
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78
110
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lY20
y..n:NDY'5 SOTANICAL NAME
COMMON NAME
SPECIFICATIONS
II
4
8
3
SOUTH FLORIDA SLASH PINE 12' HT X l' SPO, 3" CALIPER, 65 GALLON
WINGED ELM 14' HT X 6' SPD, 6' G T, 65 GALLON
LAVENDER CRAPE MYRTLE q' HT X 5' SPO, MULTI-TRUNK, 30 GALLON
Y AUPON HOLLY 8' HT X 3' SPO, MUL T1- TRUNK, 30 GALLON
/lVAX HYRTLE: 48" HT X 36" SPO, MUL TI- TRUNK, 15 GALLON
SAW PALMETTO 121/ HT X 121/ SPD, :3 GALLON
SHEET VIBURNUM 241/ HT X 24" SPD, 3 GALLON
CABBAGE PALM, /lVITH BOOTS 5 @ 10' , 6 @ 12', 4 4 @ 15' C.T. HEIGHTS
:7ABAL PALMETTO
QUERCUS VIRGINIANA
--I
LIVE OAK
14' HT X 6' SPO, 3" CALIPER,
PINUS DEN~jA
n
:3
12
2
8
130
ULMUS ALAT A
LAGERSTROFMIA INDICA
IIEX VOMITORIA
MYRICA CERIFERA
SERENOA REPFNS
5
3
o
50
116
VIBURNUM ODORA TISSUM
50
80
64
110
HIBISCUS ROSA'~.iINENSIS
'16
14
o
24" HT X 24" SPO, 3 GALLON
24" HT X 24" SPO, 3 GALLON
18" HT X 1811 SPD, 3 GALLON
RED SINGLE HIBISCUS
SIMPSONS STOPPER
hlHlTE FOUNTAIN GRASS
O/IVARF INDIAN HA/lVTHORN
12" HT X 14" SPD, 3 GALLON
101/ HT X 101/ SPD, I GALLON
181/ SPD, MIN. 8PPP, I GALLON
MYRICANTHES FRAGRAN:j
PENNISE11JM SETACFUM
RAPHIOLF:PIS INDIC.A
160
o
325
4Cf5
35-'
L1RIOPE 'VARIEGATED GI/iNT' AZTEc GRASS
TRAGHELOSPERMlJM ASIATlc.LM MINIMA JA~?MINf:
~ ~EREQUIREMEN-r-S----~-'/"PRoPOSEc:rR.EE-S-~~^----~'~
'__ J VISIONHORKSIR.FT AIL I~ CABBAGE PALMS 15/3 "- 5 TREES
'-,- EAST PERIMETER 265 LF/30 := q TREES 1:7 .... LIVE: OAK 15/1 '" 15 TREES
V>lEST PE'RIMETER 200 L F/40 :;: 5 TREES 1 . WINGED ELM 4/1 :;: 4 TRf:ES
SOUTH PE:RIMFfER 180 Lf'/40:;: 5 TREES 20' :-kASH PINE 20/1 ,~ 20 TREES
INTERIOR 6 l~jI.ANDS X I TREE:;: 6 TREES !"), YAUPON HOLLY 5/2 .= ;3 TREES
rOTAl TREES REQUIRED '-25 TREES n, CRAPE MYRTLE 11/2 oo___..LTFSE!;S
TOTAL PROPOSED TREES 61 TREES
25% PALMS
31% SHArJI:' fREES
'/2% NA TI VEfREES
28% FLOWERI N6 TREES
DESIGNED
DRAWN
CHECKED
Q,C.
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8,(;,
A,l),
V>lE':NDY";
EAST PERIMETER 210 Lfl30 := -I TREES
V>lE5T PERIMETER 155 LF/40 :;: 4 TREES
INTERIOR 7 ISLANDS X I TREE:;: -1 TREES
TOTAL fRETS REQUIRED -'18TREFS '
Sf AI
RF:G1STf:Rf.D I.ANDSl'.Al't ARCHITECT
LANDSCAPE INSTALLATION NOTES
ALL PLANT MATERIALS SHAl.L BE FLORIDA **1 OR BETTER AS GIVEN IN, GRADES
AND STANDARDS FOR NURSf~RY PLANTS, FEBRUARY 1'1'18 EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT Of AGRICULTURE AND CONSUMER SERVICES.
LOCATION OF PLANTS ON HIE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE
ARCHITECT FOR QUESTIONS 0\1 EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE cONVENr:NCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY BET~EEf\1 THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
IT IS THE LANDSCAPE CONTRb"CTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAII\lb"GE FOR OPTIMUM GROHTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BEGINS.
THE CONTRACTOR SHALL ENS-URE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER HASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSGAP~ INSTALLATION.
ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED HITH A PRE-EMERGENT HERBICIDE
AND THEN TOP-DRESSED WITH 3" DEEP PINE BARK NUGGETS.
TREE RINGS SHALL BE MINIMl:M 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
NEH SOD SHALL BE ARGENTINE f3AHIA APPROXIMATELY 12,000 SF. (VISIONHORK5IRETAIL APPROXIMATELY
= 6pOO SF, HENDY'S APPRO>:IMATEL Y = 5pOO SF), CONTRACTOR SHALL DETERMINE EXACT
QUANTITIES IN THE FIELD. SO:J AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM
THE TIME OF INSTALLATION 1'0 THE TIME OF FINAL ACCEPTANCE.
TREES, SHRUBS, AND GROUNP COVER SHALL BE INSTALLED USING THE FOLLOHING PLANTING
SOIL MIX. PLANT PITS SHAL., BE THICE THE DIAMETER OF THE PLANT ROOT BALL.
ONE PART HII.~ARY PEAT PLANTING MIX OR APPROVED EQUAL
ONE PART N/\iIVE SOIL (EXISTING SOIL)
ADD AGRIFOI::(M FERTILIZER TABLETS TO EACH PLANT PIT
ALL INVASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLO~, AND PUNK
TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE CUT
FLUSH HITH FINISH GRADE. f.iESULTING STUMPS SHALL BE REMOVED FROM THE SITE OR
TREATED HITH AN APPROVEO HERBICIDE CONTRACTOR SHALL TREAT CUT STUMPS HITH
GARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE cAMBIUM LAYER AS PER
MANUFACTURER'S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO PREVENT RE-GROHTH,
APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE CUT TO PREVENT SAP FROM SEALING
HOUNDS. REMOVE ALL HASTE MATERIALS PRODUCED BY THIS HORK FROM THE SITE AND
DISPOSE OF THEM IN A LEGAL MANNER.
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rOR C.ABBAGE PALM INSTALLATION,
TR.IM ALL FRONDS AT TIMF
OF DleelN6 AND PLANTINe
RETAIN BOOTS ON TRUNK
20 LAYERS aJRLAP PAD AT
SUPPORT ('"oNT Ac. T - NO
NAILS IN TREE II>IOOD
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REMOVE ("oNTAINrR
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o
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:~" MINIMliM I'1LJL (At
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SPAGE THREE AT 120 TYPIC.AL
2' X 4' STAKE (P.T J
THREE FEET LON60
~XI~:,nNG ~J()'I
. 1 SNJC.ER RIM
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RNJIUS FROM TRUNK
HA5HED--IN AND TAMPED
p~ANTINe SOIL MIXnJRE
'JX %
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SHRUB PLANTING DETAIL
~ ; EXI5TINl3 SOIL
PALM STAKING AND PLANTING DETAIL
IRRIGATION NOTE
ALL REQUIRED LANDSCAPE MATERIAL SHALL BE IRRIGATED USING AN AUTOMATIC UNDERGROUND
SYSTEM WITH 100% COVERAOE, RAIN CHECK SHALL BE CONNECTED TO THE CONTROLLER AS PER
STATE REQUIREMENTS. IRRIE,'!ATION SYSTEM SHALL BE SET TO CONfORM WITH LOCAL WATER
RESTRICTIONS AFTER PLANT ESTABLISHMENT PERIOD. SPRAY PATTERNS HILL BE AD..JUSTED TO
PROVIDE MINIMAL OVERSPRl\'( ONTO PAVED SURFACES.
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PREPARED FOR,
ANDERSON---LESNIAK ASSOCIATES LTD., INC..
LAND:;CAPf ARCI'1ITLCT:-J ... LAND PLANNER~j ... URlJAN DESIGN
432C [1. r-1RADO BLVD" ~~)urn~ I, TAMPA, F:LORIDA 33G29
(813) 83 1-':J~j:-1~) f::AX fS3 1-~)485 andlesla@(jte,net
THE CLEARWATER GROUP, LTD. A FLORIDA LIMITED PARTNERSHIP
6000 LAKE FOREST, SUITE 560
ATLANTA, GA. 30328
PHONE: (404) 943-0100
SUNSHINE MALL SUBDIVISION
PARCEL 5, 5A 1 2
LANDSCAPE PLAN
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SHEtT DESCRIPTION,
CONTRACTOR SHALL REMOVE' STAKING AND GUYING
MATfRIALS AFTER ONr-: GROHING SEAq"oN
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GROUND AT AN ANr-.7LJ:, IHI~N TIr-;flf[NJ:T'
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LF:NGHt, STAKP-j A r Uo IJIORf J ANGU
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MULTI-STEM TREE STAKING
DETAIL
GONTRAGTOR SHALL REMOVE STAKING AND 6UYINO
MATERIALS AFTER ONE GROWING SEN)()N
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(jROHN SPREAD
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REMOVE LJEAD ANI') IN,j)RH)
THIG~;1 ,TRIM NO LEADER"),
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EXI':;TIN6 <':jUf3(-?RAm
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TREE STAKING AND PLANTINe DETAIL
CONTRACTOR SHALL REMOVE STAKING ANV (.;iUYING
MATERIAL!.? AFTER ONE GROHING SEA':-j(''')N
SYMBOL LEGEND
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QUANTI TY
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REVISIONS
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QUALITY COfHROl
[lAW
SURVEYOR'S REPORT
MAP OF BOUNDARY SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER
LEGAl DESCRIPllON:
[SHOWN AS (L) ON MAP OF SURVEY!
LOT 7, CLEARWATER RETAIL SUBDIVISION AS RECORDED IN PLAT BOOK 124, PAGES 92 AND 93 IN THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND LYING WITHIN THE SOUTHfAST 1/4 OF THE
SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
CONTAINING 30.150 SQUARE FEET OR 0 692 ACRES, MORE OR LESS
ACCURACY:
I THE ACCURACY STANDARD USED FOR THE HORIZONTAL CONTROL FOR THIS SURVfY, AS CLASSIFIED
IN THE MINI~ TECHNICAL STANDARDS (6IGI7-6 FAC), IS "CG.f..1ERCIAL/HIGH RISK" THE MINIMJM
RFl_ATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET THE ACCURACY
OBTAINED BY ~ASUREMfNT AND CALCULATION OF A CLOSED GECM::TRIC FIGURE WAS rOUND TO EXCEED
THIS REOUIREMENT
2 ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPf, OR DEVICES WITH
EQUIVALENT OR HIGHER DEGREES OF ACCURACY
3 ELEVATIONS SHOWN ON MAP OF SURVEY WERE OBTAINED BY A LEVEL LOOP U~)ING DIFFERENTIAL
LEVELING TECHNIQUES
DATA SOURCES:
I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST BOUNDARY LINE OF lOT 1, CLEARWATER
Rf TAIL SUBDIVISION AS RECORDED IN PLAT BOOK 124. PAGES 92-93 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA, BEING ASSl.M:D AS SoooI5'59"W, AS SHOWN ON MAP or SURVEY
2 THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING: (a) OFF ICIAL RECORDS BOOK
2873, PAGE 141; (b) OFF I C I AL RECORDS BOOK 3075, PAGE 699; AND (c) OFF I C I AL RECORDS BOOK
3067, PAGE 521; ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
3 THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMMIT~NT FOR TITLE INSURANCE THE
LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC
4 CERTIFIED CORNER RECORDS WERE OBTAINED FROM PINELLAS COUNTY PUBLIC WORK~, SURVEY AND
MAPPING DEPARTMENT
5 ELEVA T IONS ARE BASED UPON PI NELLAS COUNTY ENG I NEER I NG DEPARTMENT Vf.RT I CAL CONTROL
STATIONS BENCHMARKS CONTROL BENCHMARKS USED ARE DESIGNATED BY THE PINELLAS COUNTY
ENGINEERING DEPARTMENT AS (a) "HARRIS AA., MAP NUMBER .1562", A PINELLAS COUNTY
ENGINEERING DEPARTMENT BRASS DISK IN TOP OF CONCRETE POST STAMPED "HARRIS AA", UNADJUSTED
ELEVATION = 6260 FEET, AND (b) .HARRIS V", MAP NUMBER "1242", A f'INELLAS COUNTY
fNGINEERING DEPART~NT BRASS DISK IN TOP OF CONCRETE ISLAND STAMPED .HARRIS V", UNADJUSTED
ELEVATION = 37 229 FEET, AS PUBLISHED BY THE PINELLAS COUNTY ENGINEERING DE'-ARTMENT
6 NO EASE~NT INFORMATION WAS SUPPLIED TO THIS SURVEYOR
1 SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, BASE FLOOD ELEVATION N/A, PER FLOOD
INSURANCE RATE MAP, COMMUNI TY PANEL NUMBER 125096 0015 D, MAP REVISED AUGUST 19, 1991,
(SEE DATA SOURCES 8)
8 AN ACCURATE FLOOD ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE
FEDERAL EMERGENCY MANAGE~NT AGENCY, OR THE LOCAL GOVERNMENT AGENCY HAVI~G JURISDICTION
OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE(S) AS STAllD HEREON THE
ABOVE (DATA SOURCES 7) REFERENCED FEDERAL E~RGENCY MANAGE~NT AGENCY MAP ~TATES IN THE
NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY.
9 INTENTIONALLY LEFT BLANK
10 THIS SURVEY WAS PREPARED WITH THE BENEFIT or THE PLAT Of Cl I~RWATER RETAIL
SUBDIVISION AS RECORDED IN PLAT BOOK 174, PAGES 92-93 IN THE PUBLIC RfCO~OS OF PINELLAS
COUNTY, FLORIDA [SHOWN AS (P) ON MAP OF SURVEY!
II NO fASEMf:NT INFORMATION FOR UTILIT IES SERVICING, CROSSING OR flrNFF II IN!. THIS PROPERTY
WAS SLJPPL I ED TO TH I S SURVfYOR txCEPT AS SHOWN OR STATED HERf ON
UMIT A llONS:
I USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL BF THE
RE-USERS SOL.E RISK WITHOUT LIABILITY TO THE SURVEYOR
7 THERE MAY BE ADDITIONAL EASEMENTS AND lOR RESTRICTIONS AFFECTING THI; PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY
3 THE LOCATIONS OF THF UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED
BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THE SURVEY ONLY THE
UNDERGROUND UT I LIT I ES AND/OR THE I R APPURTENANCES WH I CH WERE V I SIBLE FROM GRll',ND LEVEL TO
THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED NO EXCAVATIONS OR
SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE
OF ANY UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES THE SURVEYOR MAKfS NO GUARANTEE
THAT THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EI THER IN SERVICE OR ABANDONED
4 PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS
ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION
THERE MAY BE
5 UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED
6 IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCAHD UNlE.SS OTHERWISE
SHOWN HEREON
1 THERE MAY BE ADDITIONAL EASEMENTS AND lOR RESTRICTIONS AFFECTING THIS PROPERTY THAT
MAY BE FOUND IN THE PLAT OF CLEARWATER RETAIL SUBDIVISION AS RECORDED IN PI AT BOOK 124,
PAGES 9293 IN THE PUBLIC RECORDS OF PINELLAS CCOUNTY, FLORIDA
8 INTENTIONALLY LEFT BLANK
9 CALCULATED (Cl GEOMETRY SHOWN ON MAP OF SURVfY WAS CALCULATED USING FIELD LOCATED
POINTS
10 SHOWN ANYWHERE ON THIS SURVEY, THE WORD .CERTIFY. IS UNDERSTOOD TO BE AN EXPRESSION
OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND
BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY
II FIELD WORK WAS COMPLETED ON 5/6/03 AND CONTAINED IN FIELD BOOK 827, f'Abr.S 35-36
~
FLORIDA DESIGN CONSUL T ANTS, INC.
11 ~ ~ ENGINEERS, ENVIRONMENT AlISTS, SURVEYORS 8 PLANNERS
.'~)~'~ MCl ()rp'l~ rJr l If'llfW(llt-'r fl. ~J,,'I
~. \ I',l l) '.1 Hd,,' t (Ix (:',1.') ,(l H. \
Certificate of Authorization: LB 6707
State of Florida
BOUNDARY INCONSS1ENaE~
I. ANY ANGULAR AND/OR DI~NSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE
FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH ~LTIPLE BOUNDARY
MONUMENTS, ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF
SURVEY
APPARENT PHYSICAl USE:
THE SUBJECT PROPERTY CONTAINS A C<:u.4ERCIAL BUILDING AND PARKING LOT
EASEMENTS/RIGHT -OF -WA Y:
I INTENTIONALLY LEFT BLANK
2 RIGHT-OF-WAY FOR THE 5000 FEET OF MISSOURI AVENUE SOUTH, WEST OF THE LAND LINE~l (EAST
LINE OF THE NORTHWEST 1/4 OF SEC 22-29S-15E AND THE EAST LINE OF THE SOUTHWEST 1/4 OF SEC
15-29S-15El IS ACCORDING TO OFFICIAL RECORDS BOOK 3075, PAGE 699 [SHOWN AS (DI) ON MAP
OF SURVEY] (SEE DATA SOURCES 2 AND 10)
3 PORTIONS OF RIGHT-OF-WAY OF MISSOURI AVENUE ARE BY OR 3067, PG 521 [SHOWN AS (02) ON
MAP OF SURVEY] (SEE DATA SOURCES 2 AND 10)
4 SEE DATA SOURCE 6
5 EASEMENTS I N FAVOR OF THE CITY OF CLEARWATER RECORDED I N OFF I C I AL RECORDS BOO~: 5,~ 11 ,
PAGE 607, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. [THESE EASEMENTS ARE DESCRIBED AS
(I) "A TEN (10) FOOT WATER MAIN EASEMENT LYING FIVE (5') FEET ON EACH SIDE OF EXIST ING
WATER MAINS UP TO AND INCLUDING ALL HYDRANTS AND METERS ; AND (i i) AN INGRESS AND EGRESS
EASEMENT FOR REFUSE AND GARBAGE COLLECTIONS AND CITY OF CLEARWATER SERVICE AND UTILITY
VEHICLES OVER THE REGULARLY CONSTITUED ROADS AND PATHWAYS DESIGNATED FOR SUCH PURPOSES"
BOTH ARE NON-PLOTTABLE EASE~NTS AFFECTING THE ENTIRE SUBJECT PROPERTY.]
6 DECLARATION OF RECIPROCAL EASEMENTS AND RESTRICTIONS RECORDED IN OFFICIAL RECORDS BOOK
9957, PAGE 1937, AS AMENDED BY INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 1041fl, PAGE
340, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA [A REVIEW OF THIS DOCUMENT REVEALED NO
PLOTTABLE EASEMENTS HOWEVER, THE SUBJECT PROPERTY IS SUBJECT TO THE EASfMENTS,
RESTRICTIONS, RIGHTS AND OBLIGATIONS ESTABLISHED IN SAID DOCUMENT)
7 DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION DATED JULY 12, 1999 AND
RECORDED AUGUST 19, 1999 IN OFFICIAL RECORDS BOOK 10631, PAGE 135, PUBLIC RECORDS OF
PINELLAS COUNTY FLORIDA [THIS EASEMENT IS DESCRIBED AS "COt.f>RISING THOSE TEN (10) FOOT
WIDE STRIPS OF LAND LYING FIVE (5) FEET ON EACH SIDE OF THE CENTER LINES OF GRANTEE'S
FACILITIES. . A NON-PLOTTABLE EASEMENT AFFECTING THE ENTIRE SUBJECT PROPERTY]
8 SUBJECT TO AN EASEMENT FOR WATER AND GAS MAINS AS RECORDED IN PLAT BOOK 124, PtlGES 92
AND 93 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA [THIS EASE~NT IS DESCRIBED AS
"A TEN (10) FOOT WATER AND GAS MAIN EASEMENT LYING FIVE (5) FEET ON EACH SIDE OF WATER AND
GAS MAINS UP TO AND INCLUDING ALL HYDRANTS AND ~TERS, EXCEPT WHERE SUCH MAINS AND RfLATED
WATER AND GAS FACILITIES MAY LIE UNDER STRUCTURES" A NON-PLOTTABLE EASE~NT AFFECTING THE
ENTIRE SUBJECT PROPERTY]
9 SUBJECT TO AN EASE~NT FOR INGRESS AND EGRESS IN FAVOR OF THE CLEARWATER HOUSING
AUTHORITY AND CLEARWATER RETAIL GROUP, LTD AS RECORDED IN OFFICIAL RECORDS BOOK I I 775,
PAGE 1131 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA [A NON-PLOTTABLE EASEMENT
AFFECTING THE ENTIRE SUBJECT PROPERTY]
PREPARED FOR:
THE CLEARWATER GROUP, LTD
CERllF1ED TO:
THE CLEARWATER GROUP, LTlJ
AMSCOT FINANCIAL, INC
SURVEYOR AND MAPPER IN RESPONSBLE CHARGE:
DANA A WYLLIE
STATE OF FLORIDA
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
SYUR()I, I ~~~ND
+ = Aerial Target
~ = Bench Mark
CPo = Cable TV Paint Stripe
m = Cable TV Box
@ = Communications Manhole
. = Concrete Light Pole
. = Concrete Post
c-., = Concrete Utility Pole
@ = Drainage Manhole
IOlJ = Electric Box
(f) = Electric Manhole
f pCP', = FPC Paint Stripe
~( = FPC Pedestal
~ = Fire Hydrant
<D = Flag Pole
F = Gas Line Marker
J,l, = Gas Filler Cop
tXl = Gas Valve
~ = Gas Meter Box
',Lf" = Gas Line Paint Stripe
~ = Grate Inlet
@ = GTE Manhole
_~ = GTE Pedestal
po = GTE Marker
-) = Guy Wire
Q = Light Pole
fdOl = Moil Box
G) = Metal Post
@) = Monitoring Well
~ = Parking Meter
Reclaimed Water
= Reclaimed Water
= Reclaimed Water
Point Stripe
Box
Valve
R'M'" =
ffiIiI
~
~ =
o =
Sanitary
Sanitary
Sanitary
Sewer Manhole
Cleanout
Sewer Paint Stripe
t)^NPS =
0- = Section Corner
ii. = Siamese Connection
-.,-- = Sign
r;rn = Sprinkler Control Box
~ = Sprinkler Head
'.:t.4f", = Storm Water Paint Stripe
l2D = Traffic Signal Box
em = Traffic Signal Pole
'W', = Water Line Pain t Stripe
[WJ = Water Meter
tXl = Water Valve
~
~
= Wood Utility Pole
= Wood Light Pole
= Wood Post
= Calculated Dimension from Structure
to Boundary I Right-ot-Way Line
~
25,2'
',llfUf( 1
~,Hf f T [II C,( fW' flUN
LOT 7
CLEARW A TER RET AIL SUBDIVISION
PB 124, PGS 92-93
BOUNDARY SURVEY
At:nn-<~V1A TlONS I t- (~t-:ND
AC
AlC
ADW
ADS
ASPH
BIC
BCCM
BFPD
BLDG
BNDY
BWF
(C)
CIC
CCCL
CCR
COW
CHB
CI
~
CLF
CM
CMP
CO
CONC
COR
CPB
CIS
CIT
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
f'CMP
EL
EOW
tiP
ERCP
LSMT
(F)
FCM
FDOT
FH
FIR
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Bock of Curb
= Boord of County Commissioners ~inutes Book
= Bock Flow Prevention Device
- Building
= Boundary
= Barb Wire Fence
= Calculated Data
= Covered Concrete
= Coastal Construction Control Line
= Certified Corner Record
= Concrete Driveway
= Chord Bearing
= Curb Inlet
= Center Line
- Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slob
= Curb Tie
=- Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
-, Elliptical Corrugated Metal Pipe
-- Elevation
- Edge of Water
=- Edge of Pavement
-, Elliptical Reinforced Concrete Pipe
=- Easement
= Field Data
= Found Concrete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cop
~ Co()'1
aet;, iab-
",,3'~
nn(,llu~t-.tT I t- (.;t- NI )
(L )
(0 I)
(02)
(P t
(C)
NO,
DATE
= LEGAL DESCRIPTION
c ORB 3075, PG 699 DATA
= ORB 3067, PG 521 DATA
- PB 124, PG 92 DATA
o CALCULATED GEOMETRY (SEE
REVISIONS
DATA SOURCES)
BY
FN
FND
FN&:D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
FIT
FXC
GIA
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
NIC
NIF
NAD
NAVO
NGS
NGVO
NP
(NR)
OIA
OHW
ORB
(PA)
PB
PC
PCED
PCP
PG(S)
PI
QUALITY
CONTROL
= Found Nail
= F ou n d
= Founei Nail and Disk
- Finished Floor Elevation
=- Foun(; Nail and Tin Tab
~ F ouno Open End Iron Pipe
= Florida Power Corporation Box
=- Florida Power Corporation
=- Found Pinched Iron Pipe
= F oune Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Gu y Wire Anchor
- Grote Elevation
= Grote Inlet
= Gas Valve
= Invert f levatlon
= Invert
= Corporate Certification Number
= Light Pole
= Licen~ed Surveyor
= Masor'ry
= Mitered End Section
.- Manhole
= Mean High Water
= More e>r Less
= North
=- No C< P
= Not f 'Jund
= North American Datum
= North American Vertical Datum
=- NatlOr'ul Geodetic Survey
= Notlollul Geodetic Vertical Datum
= Norm,!! Pool Elevation
= Non ''"od,al
=- Overu\i
= Overh"ud Wire
=- Offle'> Record Book
= Prop'" 'r Appraisers Mop Data
=- Plot 'ook
= POint ,)f Curvature
~ Plneil,;;; County Engineering Deportment
=- Perm' nent Control POint
=- Paqe"
= Point of Intersection
PID
It'
PlS
POB
POC
POl
PRM
PSM
f'l
PVC
(R)
RCP
RLS
RNG
RIW
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&:D( W)
SO
SR
STY
s/w
rBM
fOB
rRAV
(TYP)
TWP
U/P
VCP
W
w/
W/F
WM
'M.!P
WiT
WV
xx
xx
xx
xx
Section 15, Township 29 South, Range 15 East,
County of Pinellas, State of Florida
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
POint of Beginning
.. POint of Commencement
,- POint on Line
=- Permanent Reference Monument
-, Professional Surveyor and Mapper
C POint of Tangency \ Point
- Polyvinyl Chloride Pipe
-- Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
- Range
= Right of Way
=- South
~ Set Concrete Monument, 4"x4", PRM LB 6101
~ Sect ion
-, Seasonal High Water [Ievatlon
~ Set S/8"lron Rod and Cop, fDC LB 6101
Set 5/8"lron Rod and Cop, FOC U3 6701 WlTNf SS PT
=- Sanitary Manhole
=- Set Nail and Disk, fOC LB 6701
= Set Nail and Disk, FOC lH 6701 WITNESS PT
~ Square
- State Rood
= Story
= Sidewalk
- Temporary Benchmark
~ Top of Bonk
= Traverse
=- Typical
Township
- Utility Pole
,- Vitrified Cloy Pipe
- West
= With
- Wood fence
Water Meter
Wood Utility Pole
~ Wall Tie
- Water Valve
= Degrees
.. Minutes (Bearings)
= Seconds (Beoring)
= r eet (Distances)
LINE I YPI:.. I F~FNn
"I
SHEET !NOf:X,
1. SURVEYORS R~POR T
2. ~AP OF SUR'iY
^
^
- Boundary Line
=- Center Line
- Easement Line
- Edge of Water
- Jurisdictional L.lne
= Right Of Way Line
- Section Line
^
- Top Bonk or Top of F3erm
JOB ItUMlIER,
180-03
PROJECT DATA BASE.
180- 01
I"IELD BOOI( NUNBER II PAGeS,
827, pes 35-36
- Toe of Slope or Grode Break
RECEIVED
MAY 1 3 2003
PLANNING DEPARTMENT
CITY OF CLEARWATER
SURVEY MAP AND REPORT OR THE COPIES THEREOf ARE NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
Sf AL OF A FL ORIDA LICENSED SURvEYOR AND MAPPER
;;:
LAST DUf Of OllICOIIAL fIELD WORK,
~'
SH! f J
AODITlONS OR DETU10NS TO SURVEY MAPS
OR REPORTS E Y 0 !'tiER THAN THE SIGNING
PARTY OR PAf TICS IS PROHIBITED,
SCALE,
5/6/03
N/A
DANA A, WYLLIE
PROFESSIONAL SURVEYOR 'AND MAPPER
LICENSE NUMBER LS 5874
S TATE OF FLORIDA
Of
2
;1'
~
'1'
~"
DRAWN
;f t'
CHECKED
Jt H
QUALITY CO+lTROL
: ':, w
\\-e"'~
.,.O;e " ..e
~dO'j "
RADIUS=50.00'(P)
LEN GTH == 78.41'(P)
CHORD= 70.S21(P,F)
CHB=S44-48'22-E(P,F)
DEL TA=89-51'17-(P)
08' MAS WALL ;/
W/1,2' MAS CAP_ ./
(HEIGHT VARIES) II
II
L'XL' MAS COLUMN,,----- If
'I
N89-44'01-W(P,F) 1
9.93'(P,F)
,,^ .
CONC S/W
FN&D
FDC LB 6707
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENT ALlSTS, SURVEYORS 8 PLANNERS
, .. i \. ~ , 'r I! I 'I "
,J 1 H.;
it'I,' ~ itl" r
, J (i \
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, '.\ 111 'l
Certificate of Authorization: LB 6707
State of Florida
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NOOi 5'59-E(P,F)
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W/12' MAS CAP -~~i
(HFIGHT VARIES) i
II
5' MET At GATE -'- --~i
NOO.07'1S-E(P,F)
21.S4'(P ,F)
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AREA = 30,150 SQ FT
OR 0.692 AC:i:
ASPH
fJARKIN('
ASPH
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n____O...:.~' CO_NC _ CUR~
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L I ~ l' f
2' CONC CURB
MISSOURI A VENUE(P)
(SR S-595-A)(P)
f ' RICH T OF- WA y(p)
[ liNt ()f "t ~)W 1/4 OF SEe 1S--79S-15EU))
BOUNDARY SU~~VEY
NO
DAn
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I
,_--- Ofl'x6' MAS WALL
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BY
QUAL! T Y
CONTROL
SHHT N>EX,
1, SURVEYORS REPORT
2. ~AP Of SURVEY
ADDITIONS OR DELETIONS TO SURVEY ~APS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED,
JOB _R,
180 03
PROJECT DATA BASE.
180-01
rlfLD BOOK NUMIlfR II PAGES,
Section 15, Township 29 South, Range. 15 East,
County of Pinellas, State of Florida
827, PGS 35-36
LAS T OA TE Of OIlIYIlAl fELO WOIlK,
5/6/03
IICAlE. 1. 20'
~
z
LOT 7
CLEARW A TER RET AIL SUBDIVISION
PB 124, PGS 92-93
~
,
- l/J
l.&... U
Q.. z
0
~ ()
. ~II
0r-
a
a
ex>
or-
9.9'
20
I
40
I
OR THE COPIES THEREOF ARE NOT
sUv';;'5ti ~~:HO"uN~ f~:O~~NA TURE AND THE ORIGINA~A~:i~ED
SEAL OF A FLORIDA LICENSED SURVEYOR AND
SHl f T
- - ~--- -~--~-~- -- ~
-- -- DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
S TATE OF FLORIDA
Of
v,
2
2
MISSOURI
o
S
14
.
u
AVENUE
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PLANT MATERIAL LIST (PARCEL 5, 5A AND 2)
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SYMBOL QUANllTY KS/ WENDy'S BOTANICAL NAME COMMON NAME SPEClFlCA l10NS
RETAIL
SP '15 11 8 SABAL PALMETTO CABBAGE PALM, WITH BOOTS 5 010' , 6 0 '12', & 4 015' C.T. HEIGHlS
QV 15 7 9 QUERCUS V'lRGlNIANA UVE OAK '14' HT X 6' SPD, 3" CAUPER, 65 GALLON
PE 20 17 3 PINUS DENSA SOUTH FLORIDA SlASH PINE 12' HT x 7' SPD, 3. CAUPER, 65 GALLON
UA 4 3 ULMUS ALA T A WINGED ELM 14' HT X 6' SPD, 6' CT, 65 GALlON
LA 17 12 5 LAGERSTROEMIA INDICA LAVENDER CRAPE MYRn.E 9' HT X 5' SPD, MUl 11- TRUNK, 30 GALl
IV 5 2 3 IIEX VOMITORIA YAUPON HOLLY 8' HT x 3' SPD, MUll1-TRUNK, 30 GALl
MC 8 8 0 MYRICA CERIF"ERA WAX MYRn.E 48" HT X 36" SPD, MUll1-TRUNK, 15 GALL
SE 160 '130 50 SERENOA REPENS SAW PALMETTO 12" HT x 12" SPD, 3 GALLON
VO 166 '116 50 VIBURNUM OOORA l1SSUM SWEET VIBURNUM 24" HT X 24" SPD, 3 GALlON
HR 176 73 96 HIBISCUS ROSA-SINENSIS RED SINGLE HIBISCUS 24" HT X 24" SPD, 3 GALLON
MF 78 64 59 MYRICANTHES FRAGRANS SlMPSONS STOPPER 24" HT X 24" SPD, 3 GALLON
PS '110 145 0 PENNISETUM SETACEUM WHITE FOUNTAIN GRASS 18" HT X 18" SPD, 3 GALLON
Rt '160 205 0 RAPHIOLEPIS INDICA DWARF INDIAN HAWTHORN '12" HT X '14" SPD, 3 GALlON
lV 820 325 495 URIOPE 'VARIEGATED GIANi AZTEC GRASS '10" HT x '10" SPD, 1 GALLON
TA 357 TRACHElOSPERMUM ASIA l1CUM MINIMA JASMINE 18" SPD, MIN, 8PPP. 1 GALlON
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PROPOSED TREES PARCEL 5, 5A AND 2
15/3 = 5 TREES
'15/'1 = 15 TREES
4/'1 = 4 TREES
20/1 = 20 TREES
5/2 = 3 TREES
17/2 = 9 TREES
6'1 TREES
15 - CABBAGE PALMS
15 - UVE OAK
4 - WINGED ELM
20 - SlASH PINE
5 - YAUPON HOLLY
17 - CRAPE MYRn.E
TOTAL PROPOSED TREES
25% PALMS
3'1% SHADE TREES
72% NAl1VE TREES
28% FLOWERING TREES
BET AIL
BUILDING
LOT
7
-
SITE
PLAN
SECTION 15, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
VICINITY MAP
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PREPARED FOR:
THE CLEARW A TER GROUP, L TO.
Century Springs West
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GEORGIA 30328
PHONE: (404) - 943-0100
FAX: (404) - 943-9317
PREP ARED BY:
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
to ~,: '.'~ ~~
2639 McCormick Dr. Clearwater FL, 33759' < '-
Tel, (727) 724-8422 - F ax, (727)724-8606 1 B' ;~;'J
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DRAWING INDEX
TITLE
COVER SHEET
HORIZONTAL CONTROL, SIGNING AND STRIPING PLAN
PAVING, GRADING AND DRAINAGE PLAN
UTlUTY PLAN
MISCELLANEOUS DETAILS
SHEET
1
2
3
4
5
SITE DATA TABLE (LOT 7 ONLY)
PARCEL AREA
PROPOSED MIN. OR MAX. REQUIRED
0.69 ACRES - 30,150 SF 10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 30,150 S.F.
BUILDING HEIGHT:
(MEASURED TO MIDPOINT OF ROOF)
BUILDING COVERAGE :
(SQ. FT. AND" OF GROSS SITE):
FLOOR AREA RATIO
19'-4"
6,300 SF - 20.9"
20.9%
PAVED VEHICULAR AREAS
(SQ" FT. AND " OF SITE)
13,538 SF - 44.9%
OPEN SPACE
(TOTAL FOR THr ~OT
SQ. FT. AND % or SITE)
IMPERVIOUS SURI-ACE RATIO
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
7,417 SF - 24.6%
15" (MIN.)
75.4%
4,609 SF - 34.0%
6% (MIN.)
5 SPACES / 1000 SQ. FT.
31.5 SPACES
PARKING SPACES
31.5 SPACES
CONCRETE SIDEWALK
(TOTAL FOR THE LOT
SQ. FT. AND % OF SITE)
2,833 SF - 9.4%
EXISTING UTILITY EASEMENTS:
WATER MAIN, ETC., EASEMENT(S) IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. BOOK 5371, PAGE 607,
PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
WATER AND GAS MAIN EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN PLAT BOOK 124, PAGES 92
AND 93, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 10631, PAGE 135,
PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
RECIPROCAL EASEMENT AND RESTRICTIONS RECORDED IN O.R. BOOK 9957, PAGE 1937, AS AMENDED BY INSTUMENT
RECORDED IN O.R. 10418, PAGE 340, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
SITE DATA TABLE (FORMERLY 2, S AND SA)
PARCEL
PARCEL AREA
PARCEL AREA EXCLUDING FUTURE SITE
PROPOSED
3.59 ACRES - 156,256 SF
2.16 ACRES - 94,156 SF
MIN. OR MAX. REQUIRED
10,000 FT (MIN.)
NOTE: ALL FIGURES SHOWN BELOW ARE BASED ON 94,156 S.F.
BUILDING COVERAGE :
(SQ. FT. AND% OF GROSS SITE):
PAVED VEHICULAR AREAS
(SQ. FT. AND ~ OF SITE)
OPEN SPACE
(TOTAL FOR THE LOT
SQ. FT. AND % OF SITE)
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
13,385 SF - 14.2%
62,900 SF - 66.8%
FilE
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-
15,100 SF - 16.0%
15% (MIN.)
6% (MIN.)
5,400SF - 8.4%
JOB NO. 180-03
PERMIT * BCP 2002 02676 (RETAIL)
PERMIT * BCP-2oo2-08742 (WENDY'S)
PERMIT * BCP 2002 02674 (VlSIONWORKS)
WARNING
CON1RACTOR 10 CALL .SUNSHINE STATE ONE CALL.
1-800-432-4nO 48 HOURS PRIOR TO ANY CLEARING
OR CONS1RUCllON FOR EXlSllNG UTlUTY LOCA l10NS
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2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 .. Fox. (727)724-8606
PREPARED FOR.
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FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
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6
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4
3
2
1
4/15/03
2/12/03
9/12/02
8/14/02
8/08/02
7/23/02
3/15/02
NO.
DATE
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
""
CONe. WALK
RAMP DOWN
-
SEE INDEX NO. 109
CONe. WALK
RAMP DOWN
SEEINDEXNO. 109
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N. T.s.
CI1Y OF CLEARWATER PUBUC WORKS INDEX 1118
WHITE BORDER
& SYMBOL
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N.TS.
CITY OF CLEARWATER PUBUC WORKS INDEX 1119
SIdewalk
WIdth Varies
~ L-- Curb Type 0 Or Curb &- Gutter
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PLAN VIEW
REVISED PER CITY OF CLEARWATER COMMENTS
REVISED PER CITY OF CLEARWATER COMMENTS
ADDED DUMPSTER PER CITY OF CLEARWATER
REVISED SIDEWALK FRONT VISION WORKS
ADDED DIMENSIONS EAST SIDE PARKING AREA PER 8/6/02 CITY COMMENTS
REVISED WENDY'S DUMPSTER
REVISE AS PER DRC COMMENTS OF 3/14/02
.JOB NO.
180-03
F.8. . PG.
SHT.
DATE,
REVISIONS
APP'D
BY
3/4/02 OF
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TYPE F
--
CONSTRUCTlON NOTES:
/
/
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1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DA 1UM.
2. THE LOCATION OF EXISTING UTlUTlES ARE APPROXIMATE AS SHOWN AND IT IS
THE CONTRACTOR'S RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION OF THE
UTlUTlES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL
NOTIFY ALL UTlUTY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTlUTlES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT (727)-
724-8422 FOR VERI FICA TlON OF THEIR LOCATION AND ELEVATION. ANY CONFUCTs
SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
4. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT
MATERIAL TO INLETS, SURFACE DRAINS, AND LAKE AREAS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THA T MAY BE REQUIRED.
5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS
PROJECT BY WATERING OR OTHER METHODS AS REQUIRED
6. ALL UNDERGROUND UTlUTlES INCLUDING CONDUIT FOR ELECTRICAL AND
TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
7. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY
OF CLEARWATER STANDARDS AND SPECIFICATIONS.
8. ALL AREAS DIS1URBED BY CONSTRUCTION SHALL BE SODDED UNLESS OTHERWISE
INDICA TED.
8ALES OF STRAW
STAKED DOWN
SHEET FLOW
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SINGLE ROW OF 8ALES OF STRAW TO BE PlACED PRIOR TO THE
START OF ROUGH GRADES
PlAN VIEW
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2- x 2- STAKES
1 r'- 101/2' TO 2'
m J H IN THE GROUND
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DURABILITY
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NOTE: TO BE USED WHEN CONSTRUCTING ADJACENT TO N-f(
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o Applles to both high and low sides of pavement, low side shown.
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Expansion joint, preformed joint filler and joint seal ore required
between curbs and concrete pavement only, see diagram right.
ClHI DETALS -.=DOT NlEX :t3OO'
us.
SANITARY SEWER AS-BUlL TS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISED PER CITY OF CLEARWATER COMMENTS
ADDED DUMPSTER PER CITY OF CLEARWATER
REVISED SIDEWALK FRONT VISION WORKS
ADDED DOWNSPOUT CONNECTION, REVISED ELS
REVISED AS PER DRC COMMENTS OF 3/14/02
REVISED PAVEMENT EL'S, ADDED NEENAH CALL
8 4/28/03
7 4/15/03
6 2/12/03
5 9/12/02
4 8/14/02
3 7/23/02
~ 3/15/02
3/5/02
I:
IX)
.-
SECTION
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TYPE D
("\ ~ \ ~\ \....:.:.', . '... '0
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BMB
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE 8EEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
, j] ~v FLq!!~~. ~~~!gt!AL~C?"!u~tt~! ~I-!LI~~R!NC.
2639 McCormick Dr. Clearwater FL. 33759
Tel: (727) 724-8422 - Fax: (727)724-8606
PREPARED FOR:
SHEET DESCRIPTION:
I' '\. i " " <: -'.,
. ..'.., t.. b :',.. ;'J. f,_
THE CLEARWATER GROUP LTD.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
RENAIS~toN~~)SQUARE ~1~~v'iJt !
GRADING AND DRAlm4U~itif.. I
NO.
1
PAVING,
DATE
EXPANSION JOINT BETWEEN GUTTER
A "!!J ... ~ AVEMENT
JOB NO.
180-03
F.8. . po.
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DATE.
REVI8IONS
APP'D
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STAN:lARD SEPARATION STA"IBtENT FOR WATER/SEWER COtELICTS
"ax. '15' - Iotln. 4'
A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHAlL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER
MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE
lAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHElf LOCATED ON ONE SIDE OF THE SEWER OR FORCE
MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT lEAST 18 INCHES ABOVE THE TOP OF THE
SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALlEL INSTAllATIONS, THE WATER
MAIN SHALl BE CONSTRUCTED OF DIP (IF AVAIlABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE
OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALl BE
LOCATED /IS FAR APART /IS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
ALl DIP SHALl BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
!
, ~ .
Ii
18" "In.
24. Max.
I / Val.. Ilax
1/
T >;>>'/)y;>"
, '[f::--'(/
I
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Badt of Curb
or
~...~-
VJ>>/.><<
,,-,
3' - 5'
m.tanoe Vorlee
SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY
SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE
WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18
INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 54 DUCTILE
IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE
PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET
BETWEEN ANY TWO JOINTS. ALl JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE,
AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRITERIA FOR MINIMUM
SEPARATION OF 18 INCHES BETWEEN UNES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.
ALl CROSSINGS SHAlL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFUCTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE
CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
H)'Il'ant E1lM1t1on (_ pl_)
'" >'>;>:>{:Y'/
"<<~
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ADJUSTABLE~
VALVE BOX _______
/
/
,/
/'
WHEN VALVE OCCURS IN ROADWA~
SET BASE ON lO-CO....ON BRICK. ~ j
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-
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"ECH. JOINT VALVE.7
" ~ WATER MAIN
~ RESTRAINING JOINT
TYPICAL VALVE SE'T1'NG
atOSS-SECTION
N.T.S.
lHE FOUOWlNG JOINTS MUST BE RESlRAlNED IN ALL APPUCA nONS:
1. BEND - INLET AND OUTlET
2. TEE - OUTlET BRANCH
3. OFFSETS - INLET AND OUTI.ET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHA1.1. BE RESlRAlNED AS DEAD ENDS
~L
aD
.I~
...
Megalug Restrainer (Typ.)
Ilo.
:\
(~
II .
--
ow
Ebba 1500 Series (Typ.) ~
ON A1.1. lEES. A MININUM Of 5' SHA1.1. BE
RESlRAlNED ON EACH RUN LEG
L = MINIMUM LENGlH TO BE
RESlRAlNED ON EACH SIDE Of FITTING (ft.)
FIGURES BASED ON 30" DEPlH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
NOlE: lHRUST RESlRAlNT AT FITTINGS AND VALVES SHA1.1. BE
BY USE Of EBBA IRON MEGALUG RESlRAlNERS. lHRUST RESlRAlNT
BETVlEEN PIPE JOINTS SHA1.1. BE BY EBBA IRON SERIES 1500
RESlRAlNERS.
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
DEAD
END
46
65
85
11.25 22.50 45
249
r-3 6 12
....:::4 8 16
C':l
~
o
Ct.
90
21
29
38
PVC PFE RESTRAM"
N.T.S.
C':l
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131/1'
i
NOlE: CLEANOUT PLUG TO BE
U.s. FOUNDRY 7621
OR EQUAL
rJ.I=DI OUT PL.UG IETAL
NTS
6~TPWG
PROPOSED CONCRElE
PAVEIlENT ~ ~l
f]
6- OR 8-- 1/8 BEN.... ~
AJ
~ II ,
~R LATERAL..../
\=. I.E.-SEE PLANS
'TAtI)~ SEWER LAlffW.. DETAL
NTS
WA TER DISTRIBUTION NOTES
1. ALL WATER/FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS
2. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A BFPD (BACK FLOW
PREVENTION DEVICE) IF APPLICABLE, APPLICANT IS RESPONSIBLE FOR ALL ASSOCI A TED FEES
3. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE AWG SOLID STRAND
COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE, THIS
WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER,
THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS, SEE ARTICLE 41.02(B)(2) PART B
TECHNICAL SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS
4. CONTRACTOR TO INSTALL ONE (1) SECTION OF DUCTILE IRON PIPE ON BOTH SIDES OF ANY
BACKFLOW PREVENTION DEVICE IN LIEU OF PVC PIPE
5. WATER METER LOCATION FOR PROPOSED RETAIL WILL BE DETERMINED IN THE FIELD
10 4/15/03 REVISED PER CITY OF CLEARWATER COMMENTS
9 2/12/03 REVISED PER CITY OF CLEARWATER COMMENTS
8 1/20/03 ADDED RECORD DRA'MNG DATA
7 9/20/02 ADDED CHLORINATION AND SAMPLE POINTS
6 9/12/02 ADDED DUMPSTER PER CITY OF CLEARWATER
5 8/14/02 ADDED WATER DISTRIBUTION NOTES PER 8/6/02 CITY COMMENTS
4 8/08/02 CHANGED -REDUCED PRESSURE- TO "BACKFLOW PREVENTION-
3 7 /23/02 ADDED HOSE BIBB AT DUMPSTER (WENDy'S)
2 3/15/02 REVISED AS PER DRC COMMENTS OF 3/14/02
.si
2
T
1<0
+ ~
Im_
( i .. J&
i
;-
I NOTES:
1. SbIam.. CannectIon to FOCOI Street.
2. All FIre H,cIronta to hovlI 5 1/4. Vol.. Seot.
3. FIre H)'Il'anta Sholl be Plooed crt street Com..
or In the R.o.w. Ad~t to SlcIe Lot Unee
-- P~..
i..ech. Joint Val..
Another Got. VoIw may be
I'lIqUIred (_ pions).
e. G.V. wi FHA
ll.
, ONLY APPROVED
I Kennedy Ouordlon No. K-81A
I Mul.. Centurlan No. .1.-423
- T -- U.s. ~ NetropoIItan
i "- ReetroInlnv Joint (Typ.)
fIE HYDRANT ASSIMIL Y
N1S
BMB
THE SIGNATURE OF THE OUAUTY
CONTROL 0Ff1CER IN THIS SPACE
INDICATES THAT All. REQUIRED
PER..ITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO CO....ENCE.
PREPARED FOR:
SHEET DESCRIPTION,
" '
. . t.;, '; '1
\ '" '- - ~
, FLORIDA DESIGN CONSUL T ANTS, INC.
Il '1 ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel: (727) 724-8422 - Fax, (727)724-8606
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
RENAISSANCE SQUARE
(LOT 7) /~; -::'-; :,-1' ,
UTILITY PLAN ,r<<!I/I'~ ~
~
,
.
JOB NO.
180-03
F.8. . PG.
4
SHT.
DATE.
NO.
DATE
APP'O
BY
3/4/02 OF
5
REVISIONS
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DESIGNED
J. Burr
DRAWN
Threaded Corporation
MUELLER H 15008
or approved equal
(Tap at 45. Angle)
Stop
r Curb Stop
/ MUELLER H 14350
~... Compression inlet
.- .,
~~ ~{:~
with Lock Wing and
or approved equal
Saddle jf Required
See Note 5
\
, ?~
.. ~
fc7\ -.'
(~,
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
"-
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
---
Water Main
WATER MMI SERVICE COtH:CTION OEJ'AL
PER OTY OF ClEARWATER INDEX f401
N. T.s.
~
-
....... .....,Q".
IlrfEl
LJoI ~
1: 0
---
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Top
View
Approved B~ckflow
Prevention Device *
'w'~ter Meter Connection
/
F ord Regul~ tor Ad~ptor
/ .rb. ~=
~I
LV~::::: J
..
Gro.de
6'
Flow
Ford Angle
V~l ve(Typ,)
,----,
___c~
;:::;~
III Meter
-
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1Il(/j
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u
Br~s.:r---....
Nipple
t
12.
~
\;\/
~.
NOTE.
Device Must be Installed level.
. APPROVED R.P. DEVICES
Hersey-Beeeo Model FRP II
W'o.tts Model 909 or 009
Conbro.eo 40200
. APPROVED DOUBLE-CHECK VALVES
Hersey-Beeeo Model FDC
W'o.tts Model 709 or 007
Conbro.eo 40100
TYPICAL SN3LE Qt:VICE
3/4. anct... ~
10' -8"
~o
~
o
-
~
48"
max
TOP VIEW
FORD METER FLANGE
FLO'J. ~
c~'"' ~11o
;=:0
..
APPROVED BACKFLO~ *
PREVENTION DEVICE (FLANGED>
/
4'
min.
L
FORD ANGLE
VAL VE (FLANGED>
.... Iii?=>
~II~
-wr ~n BRASS NIPPLE
lIII ~
ZW
.....l=!
<1:.....
~CI?
METER
(FLANGED> l
~
w
~w
Dl=!
1-.....
CI?CI?
::)
U
t
12'
t
YJ
\1
---
NOTE.
DEVICE MUST BE INSTALLED LEVEL,
* APPROVED R.P, DEVICES
HERSEY-BEECO MODEL FRP II
~ATTS MODEL 909 OR 009
CONBRACO 40200
* APPROVED DOUBLE-CHECK VALVES
HERSEY-BEECO MODEL FDC
~ATTS MODEL 709 DR 007
CONBRACO 40100
~AL ta:lt:t1 SETS WI BAa<FLOW
PFEVENTERS 1 1IZ' AN) Z' MODELS
N.T.S.
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials
used should be consistent with those used in the construction of and architectural style of the
principal building. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be made of the same materials as long
as they are made of approved opaque material.
2.) FOOTINGS
8"x16" concrete w/2- #5 continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6"x6"/ 1 Ox1 0 welded wire fabric (W.W.F.), 3000 P.S.I. with
fiber mesh reinforcing.
4.) CONCRETE FILLED CELLS
With 1 -#5 vertical rebar tied to footer steel at each corner and every 4' O.C.
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type
Inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter
steel post. (Gates and post constructed and installed per applicable building
licensed fence contractor).
-II"
12'
cleo.ra.nce
Mln,
"I
-
drop pin
(typ.)
"
- r-
u
r · "'
6" -
\
slats
galvanized
code by
"-- 1- #5 at 4' cen ter
"-- Swing g~ te (typ.)
Gro.de
3000 p.s.l. Concrete sla.b with fiber Mesh reinforcing -
Monolithic, Mln 6. thickness} 6.x6. I 10xl0 w.W.F.
concrete footing wi 2- #5 continuous
( typ.)
ELEV A TI ON
27'-4'
. I
I I I. I I I. 11
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1
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~~
Q)L..
Q.Q)
00.
en
.
Cl-
I
--
/
6. dlo.. Steel
bollo.rds
cone. Filled (typ.) 0
--
.
>-:)
--
--
6.
12' r
Cleo.ro.n~ -
Mini'
00
cone. Slo.b
-
12'
clea.ro.nce
Min,
-
"II"
.
00
Swing g~ te
(typ.)
y
C/
~
~
/
<:)
r/
o
00
PLAN
~ OlI.PSTER DETAL
N. I.S. CITY OF ClEARWATER
INDEX p01
v ~SlOPE lRENCH- W
1 OSHA ~=ENlS 't SELECT
y;. ,\\ Flll
~~\ 'y
:-;...~. ~;\
,-"'.\ v'
?,). ~,
~\ -/.~
\\:,< 'V'JI6"?2:
Y \\.
x;\ MIN. ~;
'::;;~/ I~- &, BEDDING
~,\~ r- \.('~,~
,c," ~'
~)\'>;;;/<<>~',;:) ;;:,( ;<-\<(;;,)\-~\Y;\\
,,~/.)-::.\\:;. ,<,\_ ...'. /\,~, ,::G..)......
1/ ~SlOPE l'RENCH- r-,
\\ SlDES PER / SELECT
,<, OSHA REQUIRDolENlS:, Flll
," \
\-,0 ~~/
~ \::;;; INITIAL
:6:, ----c7J :~( BACKFIll
~:s. ~ "'lr 6- -;~,; HAUNCH/NO
>)~ JIMIN. ,\~
;\~, f '~
'\\' "," BEDOtNO
~' \ '. ;:\;
~:i~~'0~1::~~%\\;;\\;((~~;;'::(
FLEXIBLE PIPE: INCLUDES CORROGATED METAL PIPE.
CORROGATED POLYETHELENE PIPE AND/OR
POLYVINYL CHLORIDE PIPE
1. BEDDING SHALL BE COMPACTED CRUSHED STONE
AND SHALL BE SHAPED TO THE BOTTOM OF THE
PIPE.
2. SELECT FILL SHALL BE NATIVE MATERIAL AND BE
FREE OF LARGE ROCKS. DEBRIS, AND ORGANICS
(3" +) AND SHALL BE PLACED IN 8" MAX, LOOSE
LIFTS AND COMPACTED TO 95% STANDARD PROCTOR.
3. HAUNCHING AND INITIAL BACKFILL MATERIAL
SHALL BE COMPACTED. MATERIAL SHALL BE CLASS
I OR II (REF. ASTM 02321 GRANULAR TO 95%
STANDARD PROCTOR
REINFORCED CONCRETE PIPE
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CllY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION F'EQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2",
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
1. BEDDING SHALL BE COMPACTED CRUSHED STONE
AND SHALL BE SHAPED TO THE BOTTOM OF THE
PIPE.
2. SELECT FILL SHALL BE NATIVE MATERIAL AND BE
FREE OF LARGE ROCKS, DEBRIS. AND ORGANICS
(3" +) AND SHALL BE PLACED IN 8" MAX. LOOSE
UFTS AND COMPACTED TO 95" STANDARD PROCTOR.
THE S1GNAl\JRE OF THE QUAUTY
CONTROL OFfICER IN THIS SPt.c:E
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
.
I
. ) FLq!!2~, ~~~!~ttAL~l?,~~'t~;r/:~L!~~R!NC.
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fox, (727)724-8606
E, Mazur
--
.
---
---
--
--
.
--
r--
.
'--
f- Drop pin hole
(typ.>
r' Of Grate
I ~!
'T
I I
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for
rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
CONCRETE MASONRY WALL CONSTRUCTION
HORIZ. WAll ~
REltFmoNG
0I6"0.C. \{HT.
~l-
.
T
I
~
:I(
~
;
.:
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
. 16 REBAR O.~
, 32" a.c. '&T.
Co W / j HOO<
Approx. Weight 465 Lbs.
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1 :6).
STUCCO BRlCK-....
\DEER (MR "-
8" CXN:. Il.OCK
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16. o.C..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
course
8. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~", mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
EO.-
ILL BLOCKS WITH CONCRETE.
FLUSH TO TOP
~ '" ~'4 REBAR HORIZONTAL,
/~...............
~ 'Il INTEL BLOCK. TOP
~ - COURSE ONLY
~(
~~
/ / V Ea.
/
,Il(
,
~~
.
1/,/
~~
1//
,.4
//
,.4'
"-6-
PAINT EXPOSED BLOCK INSIDE
COURSE CONCRETE BLOCK FROM
FINISH SLAB ELEVATION
I j:.NISH SLAB ELEVATION 6"
/ ABOVE PAVEMENT ELEVATION
.'A. ...1.. "~
. .--.lI :2-
~ 4 ~ ~
· L 6X6XW29XW29 WELDED
WIRE MESH
~
1. SAWN JOINTS CUT 2" DEEP EVERY 15' MAX.
EACH WAY. Fill WITH SIKA HEX OR EQUAL.
2. 4.000 PSI CONCRETE
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all
masonry in running bond with 3/8" mortar joints. Provide complete coverage :.- /11
face shell mortar bedding, horizontal and vertical. STUCCO ST<P" ,A II
" ~'"
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size QW)E~ .'\ - ~ .-
of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at -II r......;J U;:;:;I_". :;:::;:Ub-:-:1U-r-oW~ :.
28 days. '''-=I\~J II IIEIIF=1I1 ~ '"
-'-~'III=311 DE --.. 4
-111:::::111'. ..~ ~
-, J" ~- ~ r
- "'- (2)-14 BARS T<P ct
BOTTa.
14'-8"
Tie be~M with
2-#5 reba.r
continuous
Tie beam with
~#5 rebar continuous
12'
,- clea.ra.nce
Min.
~
14" I l' . I
'l8.S~6'
rebo.r
. I
. I I I. I I I.
U
I .
I--
t--
l6' dlo.. Steel
boll~rds
cone. Filled
( -
-
-
.
.
- )
(typ).q- .\
,~
-r-I
~
Q)
Q.L..
oQ)
- 0.
en
-
I
10' -S' ~
-
-
U
C
o
U.,g
d
.. -'
\Dv)
Grnolf:?
6'
-
-
.
48" -
Max _
12'
cle~r~nce Min.
-
OlI.PSTER DETAL ,(TYPE B)
u.s.
(WEN)Y'8)
12'
cle~r~nce Min.
1 -
,
'~
14" r #'. T '
fj 8~.? 16' :~=rete
footing
wi 2- #5 reb~r (typ.)
.-
f
00
.
-
1 ~
,.J
I · ~l ~ It
~r:
HALF SECTION
3'-4- 2f
~1~ ~'-5~~1~:~..r1 r
-
-"
~
t.
~-L
T:
:
~
:. .
:E3
t~
" -'-
~I. 3'-4- ..I ~l
L ..J
~~f -!~ ~l1fr
/
~ swing g~ te
(typ,)
4'
Min.
L
-
~
v
o
'-
drop pin
hole (typ.)
PLAN
I.
"I
--.e QUJ.P$~ DETAL
N. T.S. CITY Of CLEARWATER
INDEX p01
4'-4-
.
10
2f
3'-0-
2f
.
o
~
I
in
in
~
8-
.....
.
10
I
~
8-
...
o
.....
Il) i->
ell ~
T 1!
....
.c Q.
II) ~
.
10
L--
. ...
a &
N
o -g
z ~
PLAN
2'-4"
" L~~,g' II
~1 I -I~' I ~ IE
-
Tl
~T
--L
y- ~
==
- J~ 2' -4' " -
~!.. -- ..!~
I!~~~'-H-I;"
)( ...:
.c -8 c
:l~.E ~
.~. I) ...
>~J1 ~
n 4' -4- J."
5~--,\ ,......2f 3'-0- 2~~1 /".-54
r T ~
t Grate.--A" 0 +- ~
-h ~ cl. 1 '-' Eye Bolts
r ~I Soo Ind~ 201
+ ~;-.~~,--- ,. 8ono
o 12- Ctrs.
~
.
T
I
~
~
b
I
b
I
~
.
10
SECTION
Recommended Maximum Pipe Size:
3'-0- Woll-24- Pipe
4' -6" Wall-42- Pipe
Approx. Weight 235 Lbs.
TYPE ? ORATE N..e1 DETAL
PER FOOT tI)[X f2J2
N.T.S.
TYPE .C' CAST RON GRATE
PER FOOT NlEX f2J2
N.T.s.
~ AN) Br:l)[)IG DETAL
N.T.S.
TYPE ? CAST RON GRATe
PER FOOT INDEX f'JJ2
N.T.s.
PREPARED FOR,
THE CLEARWATER GROUP L TO.
6000 LAKE FORREST DRIVE, SUITE 560
A TLANT A, GA 30328
SHEET DESCRIPTION,
3 2/12/03 REVISED PER CITY OF CLEARWATER COMMENTS
2 7/23/02 ADDED WENDy'S DUMPSTER DETAIL
1 3/5/02 ADDED SERVICE CONNECTION
( t ,_'\.. "
.>' ~
'. 't: ' I I).
..> / ::>~. ....
RENAISSANCE SQUARE
. '
(LOT 7) 1 <1. r: " '~', '" '
MISCELLANEOUS DET AIL~ ~J[!)jA./
NO.
DATE
J, Chamberlain
CHECl<ED
ELEVA TION
1t)E2
ob~ ~
~- ..
o~
~Q
'-
.0
Ol.t..
t\J
~
'0
~~
~...:
.~ .c::
lI) ~c::q;
Cb~-Cl:::
0- Cb
'-- Cb'-
~ !!:!V)~
\
REVISIONS
swing g~ te
(typ.>
/
~1-#5 ~t 4'
center
drop
pin
(typ.)
Gr~de
J
I I... I
L 3000 p.s.l. concrete slo.b
with fiber Mesh reinforcing
- Monolithic) Mln 6'
thickness} 6.x6. / 10xl0
'W.'W.F.
14
3'-4'
"I
~
~
" 2.f. f-
It)
I
~
2'-(/'
2t"
..
..
'"
-
I
~
ff'
~
ff'
,:::...
~t
PLAN
to
· 3'-4" 5~"
5~~ I.. 2'-(/' "I r2r~
r GrateJ~' ,~
H ft' Ct. ~ ~ Eye Bolt
r -=- ~ I ~ See Index 21)1
+ ---. T~ ~#4 Bars (i
1ft' Ctrs.
SECT/ON
Recommended Maximum Ptpe Size:
2'-(/' Wall-Iff' Pipe
3'-f' Wall-24" Pipe
TYPE .0" GRATE N..ET DET AL
PER FOOT tI)[X f'JJ2
N. T.s.
JOB NO.
180-03
F.8. . PG.
5
SHT.
DATE.
A~ 3/4/02 OF
5
c
o
'iij
,C!!
E
'-
Cl>
Q.
C
Cl>
....
....
'<:
~
....
::J
o
.c
~
~
"0
Cl>
U
::J
"0
o
...
Q.
Cl>
...
'-
o
"0
Cl>
(I)
::J
Cl>
.0
-+-'
o
c
>-
o
E
(I)
-+-'
Q.
Cl>
U
C
o
U
"0
C
o
(I)
0>
C
.~
o
...
"0
u
c
<Ii
-+-'
C
o
-+-'
::J
en
c
o
o
C
0>
'iij
Cl>
a
o
"0
.<:
o
G:
o
o
o
N
-+-'
.c
0>
.~
Q.
o
o
@
REQUIREMENTS
PROPOSED
VISIONWORKS/RET AIL
EAST PERIMETER 265 LF /30 = 9 TREES
WEST PERIMETER 200 LF /40 = 5 TREES
SOUTH PERIMETER 180 LF/40 = 5 TREES
INTERIOR 6 ISLANDS X 1 TREE = 6 TREES
TOTAL TREES REQUIRED 25 TREES
WENDY'S
EAST PERIMETER 210 LF /30 = 7 TREES
WEST PERIMETER 155 LF/40 = 4 TREES
INTERIOR 7 ISLANDS X 1 TREE = 7 TREES
TOTAL TREES REQUIRED 18 TREES
15 - CABBAGE PALMS
15 - LIVE OAK
4 - WINGED ELM
20 - SLASH PINE
5 - YAUPON HOLLY
17 - CRAPE MYRTLE
TOTAL PROPOSED TREES
25% PALMS
31% SHADE TREES
72% NATIVE TREES
28% FLOWERING TREES
15/3 = 5 TREES
15/1 = 15 TREES
4/1 = 4 TREES
20/1 = 20 TREES
5/2 = 3 TREES
17/2 = 9 TREES
61 TREES
/2\
'V!:!./
. .-
'------
1----
1----
"'----
-'._--
LOT 7
MISSOURI
AVENUE
DESIGNED
SEAL
PREPARED FOR,
B.G.
ANDERSON-LESNIAK ASSOCIATES LTD., INC.
LANDSCAPE ARCHITECTS · LAND PLANNERS · URBAN DESIGN
432G EL PRADO BLVD., SUITE I, TAMPA, FLORIDA 33G29
(813) 83 I -9595 FAX 83 I -5485 andlesla@gte.net
THE CLEARWATER GROUP, LTD. A FLORIDA LIMITED PARTNERSHIP
6000 LAKE FOREST, SUITE 560
A 1LANT A, GA. 30328
PHONE: (404) 943-0100
SUNSHINE MALL SUBDIVISION
PARCEL 5, 5A ,2
LANDSCAPE PLAN
DRAWN
B.G.
CHECKED
A.U.
o.c.
RE6ISTERED LAJI)SCAI'E ARCHITECT
LANDSCAPE INSTALLATION NOTES
ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES
AND STANDARDS FOR NURSERY PLANTS. FEBRUARY 1998 EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
LOCA TION OF PLANTS ON THE PLAN ARE DIAGRAMMA TIC- SEE THE LANDSCAPE
ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BEGINS.
THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSCAPE INST ALLA TION.
ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE
AND THEN TOP-DRESSED WITH 3" DEEP PINE BARK NUGGETS.
TREE RINGS SHALL BE MINIMUM 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
NEW SOD SHALL BE ARGENTINE BAHIA APPROXIMATELY 12,000 SF. (V1SIONWORKS/RETAIL APPROXIMATELY
= 6,500 SF, WENDY'S APPROXIMA TEL Y = 5,500 SF). CONTRACTOR SHALL DETERMINE EXACT
QUANTITIES IN THE FIELD. SOD AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM
THE TIME OF INST ALLA TION TO THE TIME OF FINAL ACCEPTANCE.
TREES, SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PLANTING
SOIL MIX. PLANT PITS SHALL BE TWICE THE DIAMETER OF THE PLANT ROOT BALL.
ONE PART HILLARY PEAT PLANTING MIX OR APPROVED EQUAL
ONE PART NATIVE SOIL (EXISTING SOIL)
ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT
ALL INVASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLOW, AND PUNK
TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE CUT
FLUSH WITH FINISH GRADE. RESULTING STUMPS SHALL BE REMOVED FROM THE SITE OR
TREATED WITH AN APPROVED HERBICIDE CONTRACTOR SHALL TREAT CUT STUMPS WITH
GARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER
MANUFACTURER'S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO PREVENT RE-GROWTH.
APPLY HERBICIDE IMMEDIA TEL Y AFTER TRUNKS ARE CUT TO PREVENT SAP FROM SEALING
WOUNDS. REMOVE ALL WASTE MATERIALS PRODUCED BY THIS WORK FROM THE SITE AND
DISPOSE OF THEM IN A LEGAL MANNER.
IRRIGATION NOTE
ALL REQUIRED LANDSCAPE MATERIAL SHALL BE IRRIGATED USING AN AUTOMATIC UNDERGRO' JND
SYSTEM WITH 100% COVERAGE. RAIN CHECK SHALL BE CONNECTED TO THE CONTROLLER AS PER
STATE REQUIREMENTS. IRRIGATION SYSTEM SHALL BE SET TO CONFORM WITH LOCAL WATER
RESTRICTIONS AFTER PLANT ESTABLISHMENT PERIOD. SPRAY PATTERNS WILL BE ADJUSTED TO
PROVIDE MINIMAL OVERSPRAY ONTO PAVED SURFACES.
~
12\
W:!../
:x
_01 "'^
r ~
-~
r ~
"
\
)
~
x
NOT INCLUDED
)
x
x
;--
x
x
,).:
x
TO BE DEMOLISHED
LOT 10
.'<
)<': "
x
l10'r
x
/:
-
/
'\
A
SHEET DESCRIPTION,
I-
~
W
J:
~
Z
:J
~
It:
<
IAJ
...J
U
FOR CABBAGE PALM INSTALLATION:
TRIM ALL FRONDS AT TIME
OF DIGGING AND PLANTING
RETAIN BOOTS ON TRUNK
20 LAYERS BURLAP PAD AT
SUPPORT CONTACT - NO
NAILS IN TREE WOOD
'MRE TIE
2- x 4- BRACE (P.T.)
SPACE THREE AT 120 TYPICAL
2- x 4' STAKE (P. T.)
THREE FEET LONG
SAUCER RIM
FINISH GRADE
3- MINIMUM MULCH
ROOTBALL. 18- MINIMUM
RADIUS FROt.A TRUNK
WASHED-IN AND TAMPED
CONTRACTOR SHALL REMOVE STAKING AND GUYING
MA TERIALS AFTER ONE GROWING SEASON
x
I
I
I
I
I
'~;
I
I
J
I
I
I
I
I
I
I
I
I
I
>: i,
I
I
I
I
I
x
I
I
>'
>:
x I'
,
I
I
I
I
I
I
I
< f" 0
1<(
;0
fa:
j/
>:
x
o
-
::>
a:
o
3- MINIMUM MULCH
REMOVE CONTAINER
FROM ROOTBALL
PLANTING SOIL MIXTURE
EXISTING SOIL
2X
% 1X %
SHRUB PLANTING DETAIL
CROWN SPREAD
I-
:I:
Cl
G:i
:I:
...J
...J
-<(
ct:
~
o
I
~;'-... r~_ t ~_ . ((;.... r-'" r': ~:;;':::::""~";;:i -
'::~:~;~~~-;:~b ::~:.:.:::::::: ::::::- -0 :::::::~.::::::::::.:~ ~ ~ =:::...::::::.?~.~ -;;;. ---.::.:....::.:---.::---.:-::---....:.:~ 12\ - 12\ ,?..:;;---?..:---..~V .::: .::.....:..:..~~~:~::~~-;,:~t~ '\
~~:f=::~ / 3 \ x x \LAA / \LAA / x 142\~,
.~.:~~;:~.l /1f\ I QV /2\ ~ ~
;:~:; 7 /6\ ~ I ~ Vl:!./: ~x
; :,:::, ~ :,.?::::......-::::::::::....?~::::::::J!fi._., ..:.?-:::..:. .::,::~f.0:=::::;::::::::.?:::. ~ .~ ?.;i;iiI~___ ~ : .'.'~',,~ :....:: ;-;.:::; C).,-:--.- '3 .- -;:: ~ /. ___.... ,. ~ .. . .,,- ............m.......m.......... 1_____
:::?:: :~:~/. /~~/. 'lY.i ..;;;.::::.:.::=:~::,:~::~#=::=:::::l ~fi~~~' ~~. : ~i-'i.~:€~~ .~.. ~ :i}..' '.':i-:'-:~~~;:~~.:':.:':.:'I:.:.:.:.:~~~*t~~:~,/ ~V ~_____'\ I ./ .
. -:::. '''I '\. '\. 1\., '\.\: .\. '\. .. ...... ~:-.. ..~::j !:f\ ~ . 0 . ~ .... ~
. :~fi :;~ ~ '\. '\. '\. '\. .Y '\. " '. ~ .:.::':' :~::::. \ SPP / ~ i \!Y ~ ~ .1.:
..o. ,.'. I :... lI'~''''''''' ~ -'" ~ '. 8 ~
/ :~~ '..::' ~ 4"'.J.'..""~'",1~:~-;e~:~ -.. -. ~. .. '...- *.... w-;;; ~~~. t~~::: ~~ : ..... .tf2O\ .~...~ ~ '-~ \ VO /
( :~:::~ - . 00 .--...,. .. . '.. . 'J' .. -.'. -. ....-' . '.~:' ~~: ~~:~. :';: - : In.:.;:, \ TA A / ';..~' ~:- .-=-.-: .",";... -':-0' -.,.:....=..J ~ D
~ 13\ 1180\ 175\ -:. :=:~~~::::::::- ~: :o~~.~..~.::.r / ~ f':~ ~~~~:..r~.~:; -.B-F'-.'." - ~..-- /f2\ :'- ~
I -::- ~ /28\ I~ \J;V 1] ~f~1 ~r~~ ;:; 0 "t:.:;;'V ./ ~ ~:. _ 0114:-:' :.~ . ~ \JY ____
i ~ ~ 13\ ;;: ~:;1~; /36\ ~~ /43\ ~ ;ft~:: ,. ~~. /T5\ ~ ~~ ~ ~~ ff\ ____
~ .. -\t!!V
..~
LOT 8 =~
.:.....
~...
~i
X ~ ~
( ~ (J) <ID <ID J:: <ID ~-",-~' 0() f;V ~ ~T 9 ~S~~.~:" ~
'\l :::'::.:: ;,.":'. ".:. . ...~:; ..:.-~ '~"1-t...-..y.: :",.;4 ,~. -:. !l-:.'<.' I~..! '.::_~:: -'. .::::, r.-~;.~ ~l _ :".,,'. '.. : ~I\ ( 0: ':~'~.:._' ~ _ ;--:;-\3 GL1 ~ Ov ) ~~.~..~ ~30 ~__//~
.:::::. -. ..,. - ......... '-. ,~-'":' '0."'-:- ... -. --.. ....~ ....~-. - ~ ... .... ::3:: :- .;:~ - . -. ~.:~ -... .I:-I~. : J " / .:> \ 'C..:.J '__ /.:>U \ { ~,,, -' -' 2
:f:~ 7.-J r! rl\,5 ~ ri '''I,~?,r;~ r\.~ ,'\' '~~.r.lr p ~~ ...... ~ ~ ~~{~ j. 9:''''r I2\.... ~ .:.:::. V '{!::lj ~ . ...~ \1 V / I'I/ /, .' '{!::lj
. ~J3.J'~ rrlj ',~~~;=-"Y ~~ ,) 'jI ~ ~ ;:r',.r9rr?l: "'\.~ ..t;-{~:~ ill..,'\J :'~ ~ . ~~~[/;: ~:!1 ~:? ~ ~
>-.. ......:~:~.~~~:~ fl~:.::~r~ It?~: r'?:::'.l1~~' 2!:'.it~~~ ~~.~:- '-.:~;~~\.-~.. . 195\ 1'" 145\ ,..,....; 111\ "'- .:::--- 145\
/35\ /35\'" '" <. -,' ., ~ ,';'~ .>~~. ,,,> Z. ~l ~ ii /'h\~ ~ \MEI~:; ..------. ~
- \~ \~ a a ,.; I\' /4)\ ~ /1\ \llv.~~~A r7"'.1 ~ ~ xI4\ ~ ~ 11\
~~ ~ J '.!Y) \B../ '/~ \!U .kl~~~~~"' (IJ) 1~ _ '/ //. ~~ ~ ~ v; ~ \!U
~'*=Y1 ( '3' ~ '4' 155\ ~ '5' 135\ I;; CONST :."'P ~ ,1' 1 o' ~' x i
/ I \ / ..) \ \ I V / / "t- \ \ LV / / ';) \ 35 (5' VIIIDE) 0 20: 1 'C..:.J j
\IT! ~ ~ ~ \EV \hY./ 13\
, 'i.~~ Q~ 0 ~ ! ~ ~ ~ ~ ~ nr\ it-V \W
~II","~"': ~-~--- \". ~ I~.' / / ~- - -), ~ ~._._._._-_._.._.._.._----~~.._~~tL__._.._._- ..... ._._..1.
'i;!;~%1~~' . · ..: ....:. · ,'~.::' ~ ~~ · .... · · .:.:~ '. ~.'" '"T'To~''''' ..:.... : .....:. .To.:.. ~ ~,. : · t · -;.: :.:. .~. 0 ~.~~;I~y:::?:_~~~~i~:~:~~i~~~::~:~:?:.::.~.7. Ii'-':: -. "~~f.
- - ~..:... '::......:.m. .. .. . _..:... .m..~.:_._....m.m -.... .." ..o. .._ ..._............._. ......._............_._..... _ .~:::::::. '::m.. . '_ ,,:"\~o 0 m ,,/~ '/. 0 .~
""'~:f:: :f::._ .. ......... ....... .....-.- .......... .m_...._....m...m............"lll . .. . _.....m......._... ........__.._..m.........''', ..... - .. .. ..,-,.,"""":.,-:,m.... .........._m...~~ ..--. J~.J~ . 0 " f ' ~::::.:J
~S SEVEN ~ - - rr- ~ - /45\ ~"' ~ - - ~ ~ /60\ - " 173\ >c- 150\ _.._--,~,,, ""~~~ ~~. -,""'".:~I!~kf~i!~i~ ~~~ ,~~;~i~i&t.'J.ii~;
~ ~ \!jV ~ I 150\ ~f- / \
~ 1-:5\ -: ~ / ;53\
"eSI \I::V \!jV
REMOVE DEAD AND INJURED
TWIGS, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
WHITE SURVEYOR'S TAGGING
TAPE, 6" LENGTH
3 - 2" X 2" STAKES DRIVEN INTO
GROUND AT AN ANGLE, THEN TIGHTENED
TO VERTICAL POSITION, 8' MINIMUM
LENGTH, STAKES AT 120 DEGREE ANGLE
ARB~R TIES OR
3/4' - 2 PLY REINFORCED
RUBBER OR PLASTIC HOSE
TO PROTECT TRUNK.
CROWN OF ROOTBALL SHALL BE
INSTALLED LEVEL WITH FINISH GRADE
3" MINIMUM MULCH LAYER
MOUND TO FORM SAUCER
BACKFILL MIXTURE
50% LANDSCAPE ~IX
50% NATIVE SOIL (EXISTING SOIL)
EXISTING SUBGRADE
I I
MULTI-STEM TREE STAKING DETAIL
CONTRACTOR SHALL REMOVE STAKING AND GUYING
MA TERIALS AFTER ONE GROWING SEASON
CROWN SPREAD
I-
J:
C)
W
J:
...J
...J
<
It:
~
o
REMOVE DEAD AND INJURED
TWIGS, TRIM NO lEADERS,
RETAIN NATURAL SHAPE.
WHITE S!.lRVEYOR'S TAGGING
TAPE, 6 LENGTH
3 - 2" X 2" STAKES DRIVEN INTO
GROUND AT AN ANGLE. THEN TIGHTENED
TO VERTICAL POSITIONJ.. 8' MINIMUM
LENGTH, STAKES AT 1~0. ANGLE
12 GAUGE WIRE WITH 3/4" PLASTIC
HOSE TO PROTECT TRUNK OR
ARBOR TIE CONNECTIONS
CROWN OF ROOTBALL SHALL BE
INSTALLED lEVEL WITH FINISH GRADE
3" MINIMUM MULCH LAYER
MOUND TO FORM SAUCER
BACKFILL MIXTURE
50% LANDSCAPE t.iIX
50% NATIVE SOIL (EXISTING SOil)
EXISTING SUBGRADE
I I
TREE STAKING AND PLANTING DETAIL
CONTRACTOR SHALL REMOVE STAKING AND GUYING
MA TERIALS AFTER ONE GROWING SEASON
SYMBOL LEGEND
QUANTITY
SPECIES
7 05/7/03 CITY COMMENTS
6 04/18/03 WENDY'S SITE REVISION
5 02/18/03 SIGN LOCATION
4 10/10/02 CITY COMMENTS
3 6/18/02 LANDSCAPE PLAN REVISIONS
2 5/31/02 CITY COMMENTS
1 3/18/02 ADD SIDEWALK
NO. DATE REVISIONS
NORTH
~ 0 ~ ~
~ I I
SCALE 1 u _ 30' - au
JOB NO.
02118
FA a P6.
BHT.
1
DATE.
A:~ 2/27/02 OF
1