FLS00-11-78
FLS 00-11-78
ELLIS & CO. LTD
2201 GULF TO BAY
BLVD
,.
c. FRED DEUEL & AsSOCIATES, INC.
CORPORATE OFFICE
CONSULTING ENGINEERS. LAND SURVEYORS, LAND PLANNERS
BRANCH OFFICE
P.O. BOX 10116
S1. PETERSBURG. FLORIDA 33733-0116
1620 FIRST AVENUE NORTH
ST. PETERSBURG, FLORIDA 33713
(727) 822-4151
FAX (727) 821-7255
P.O. BOX 1798
ZEPHYRHILLS, FLORIDA 33539-1798
5151 NORTH GALL BOULEVARD
ZEPHYRHILLS, FLORIDA 33541
(813) 782-6717
FAX (813) 782-5426
(
t
f PLEASE REPLY TO ST. PETERSBURG OFFICE
October 26, 2000
Mark Parry, Planner
City of Clearwater Planning and Development Services
100 South Myrtle Avenue, 2nd Floor
Clearwater, Florida 33758
Dear Mark:
RE: EXPRESS LUBE - Gulf to Bay Boulevard and Belcher
Our File No 2000-340-2
Per the direction of Ralph Stone, I am sending you the enclosed copy of the
above referenced preliminary site plan for your review.
Please call me at your convenience to discuss revisions for the development of
the final site plan.
Thank you for your assistance in this matter.
Very truly yours,
C. FRED DEUEL & ASSOCIATES, INC.
~~
i
LC/wd
Leslie Curran
Vice President
Enclosures
,.
CC: Bill Schwind
File
.'r
tOfPJ1f
December 7, 2001
Mr. Bill Schwind
Ellis and Company, Ltd.
830 116th Avenue
Treasure Island, Florida 33706
RE: Development Order regarding case FLS 00-11-78 at 2201 Gulf to Bay Boulevard
Dear Mr. Schwind:
On December 14, 2000, the Development Review Committee (DRC) reviewed your
application to permit a vehicle service establishment in the Commercial District. The
proposal includes a 1,968 square foot oil change/service station. The site will be
improved with removal of one driveway apron along both Gulf to Bay Boulevard and
Belcher Road, the addition of landscaping, and upgrading existing signage to meet Code.
The DRC unanimously recommended approval of the proposal subject to the following
conditions:
1) That the driveway aprons along Gulf to Bay Boulevard and Belcher Road are
removed and replaced with curbing and sidewalks, to the satisfaction of the
Engineering staff, prior to issuance of final Certificate of Occupancy;
2) That all required landscaping is installed with irrigation system, prior to
issuance of final Certificate of Occupancy;
3) That all other site improvements are completed including any necessary
repaving and restriping of required parking spaces, construction of dumpster
enclosure, and removal of the existing phone booth at the northeast corner of
the site, prior to issuance of final Certificate of Occupancy;
4) That all existing, non-conforming attached and freestanding signs be removed
prior to issuance of final Certificate of Occupancy, and all future signage
comply with Code; and
5) That there be no outdoor storage or display of materials/product (tires,
batteries, etc.) or vehicles on the site.
..
L.
December 7, 2001
Schwind - Page 2
I concur with the findings of the Development Review Committee and, through this
letter, approve your application for Flexible Standard Development with the five
conditions as stated above.
Pursuant to Section 4-303, an application for a building permit shall be made within one
year of Flexible Standard Development approval (December 7, 2002). All required
certificates of occupancy shall be obtained within one year of the date of issuance of the
building permit. Time frames do not change with successive owners. The approval is
based on and must adhere to the site plan dated October 10, 2000 and sealed by Timothy
Healey, Professional Engineer, on June 13,2001.
Please be aware that the issuance of this Development Order does not relieve you of the
necessity to obtain any building permits or pay any impact fees that may be required. In
order to facilitate the issuance of any permit or license affected by this approval, please
bring a copy of this letter with you when applying for any permits or licenses that require
this prior development approval.
In addition, please be aware that an appeal of a Level One approval (Flexible Standard
Development) may be initiated by a property owner abutting the property which is the
subject of the approval within seven days of the date the development order is issued. A
copy of the Development Order is being sent to the surrounding property owners. The
filing of an application/notice of appeal shall stay the effect of the decision pending the
final determination of the case. The appeal period for your case will expire on December
13, 2001.
If you have any questions, please do not hesitate to call Mark Parry, Planner at 727-562-
4558.
Sincerely yours,
Cynthia H. Tarapani, AICP
Planning Director
Cc: Surrounding property owners
Mary Jo Fox, Sign Inspector
S:\Planning DepartmenflC D /JIStandard FleX\Pending Cases\2 - Reviewed and Pending\Gulfto Bay 2201 Express Lube\Gulfto
Bay 2201 DEVELOPMENT ORDER. doc
..
,
.
tOfPt
May 18, 2001
Mr. Timothy J. Healey, P.E.
C. Fred Deuel & Associates, Inc.
P.O. Box 10116
Saint Petersburg, Florida 33713
RE: Revised Development Review Committee comments for 2201 Gulf to Bay Boulevard
(FLS 00-11-78)
Dear Mr. Healey:
Your resubmittal for the property located 2201 Gulf to Bay Boulevard has been reviewed.
There are still several outstanding items that need to be addressed before the issuance of a
Development Order. They include:
SITE PLAN
1. The site plan reads "remove existing sign install new freestanding sign face (20SF
max) Max height = 14 "'; revise note to read "location of future freestanding sign to
meet Code - separate pennit required". (No sign approval has been granted.)
2. The site plan reads "wall sign face (20SF max)"; revise note to read "location of
future attached sign to meet Code - separate pennit required". (No sign approval
has been granted.)
3. A right arrow is needed at the Gulf to Bay Boulevard entrance to force ingress traffic
to turn right; revise site plan to include a right arrow at the entrance from Gulf to Bay
Boulevard.
4. North arrows are needed along the south side of the building to indicate vehicle
access points to the bays on the south side of the building; revise site plan to include
directional arrows leading towards the bays on the south side of the building.
5. Per conditions imposed on the Conditional Certificate of Occupancy and a letter from
Planning Director, Ralph Stone dated November 13, 2000, the site shall be improved
with additional building detail such as a decorative awning; this still needs to be
addressed.
,
..
Healey, Page 2
2201 Gulfto Bay Boulevard - Development Order
May 18,2001
6. The building was recently painted in a checkerboard pattern that does not comply
with Code; revise site plan to indicate the building will be painted in a single
earthtone color with accenting trim. Specific colors need to be indicated.
In addition to specific requested revisions, please respond to the above items in writing.
One copy of the site plan and all other application materials are needed for resubmittal. If
you have any questions, please do not hesitate to call me at 727-562-4561.
Sincerely,
Lisa L. Fierce
Development Review Manager
Cc: Mr. William Schwind
\\MS2\PDS\Planning Department\C D B\Standard Aex\Pending Cases\2 - Reviewed and Pending\Gulf to Bay 2201 Express
Lube\Gulfto Bay 2201 revised (second) DRC comments. doc
.
LONG RANGE PLANNING
DEVELOPMENT REvIEW
HOUSING DMSION
NEIGHBORHOOD SERVICES
CITY OF CLEAR\Y:/ATER
PLA1'\JNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
..
December 7, 2001
"
Mr. Bill Schwind
Ellis and Company, Ltd.
830 116th Avenue
Treasure Island, Florida 33706
RE: Development Order regarding case FLS 00-11-78 at 2201 Gulf to Bay Boulevard
Dear Mr. Schwind:
On December 14, 2000, the Development Review Committee (DRC) reviewed your
application to permit a vehicle service establishment in the Commercial District. The
proposal includes a 1,968 square foot oil change/service station. The site will be
improved with removal of one driveway apron along both Gulf to Bay Boulevard and
Belcher Road, the addition of landscaping, and upgrading existing signage to meet Code.
The DRC unanimously recommended approval of the proposal subject to the following
conditions:
1)
That the driveway aprons along Gulf to Bay Boulevard and Belcher Road are
removed and replaced with curbing and sidewalks, to the satisfaction of the
Engineering staff, prior to issuance of final Certificate of Occupancy;
That all required landscaping is installed with irrigation system, prior to
issuance of final Certificate of Occupancy;
That all other site improvements are completed including any necessary
repaving and restriping of required parking spaces, construction of dumpster
enclosure, and removal of the existing phone booth at the northeast comer of
the site, prior to issuance of final Certificate of Occupancy;
That all existing, non-conforming attached and freestanding signs be removed
prior to issuance of final Certificate of Occupancy, and all future signage
comply with Code; and
That there be no outdoor storage or display of materials/product (tires,
batteries, etc.) or vehicles on the site.
.
..
2)
3)
4)
5)
BRl1-\I\! j. AUNGST. I\1AYOR"CO\Ir.iISSIONER
J.B. JOHNSON, VICE IvlAYOR-COlvlMISSIONER
ED HART, COMMISSIONER
*
BOB CLARK., CO:\II\.llSSIONEP.
F. DAVlD HEMERJCK. COWdISS!ONER
"EQUAL EMPLOYMENT AND PUOFIRMATrJE ACTION ElvIPLOYER"
I.
l
December 7, 2001
Schwind - Page 2
I concur with the findings of the Development Review Committee and, through this
letter, approve your application for Flexible Standard Development with the five
conditions as stated above.
Pursuant to Section 4-303, an application for a building permit shall be made within one
year of Flexible Standard Development approval (December 7, 2002). All required
certificates of occupancy shall be obtained within one year of the date of issuance of the
building permit. Time frames do not change with successive owners. The approval is
based on and must adhere to the site plan dated October 10, 2000 and sealed by Timothy
Healey, Professional Engineer, on June 13,2001.
,
Please be aware that the issuance of this Development Order does not relieve you of the
necessity to obtain any building permits or pay any impact fees that may be required. In
order to facilitate the issuance of any permit or license affected by this approval, please
bring a copy of this letter with you when applying for any permits or licenses that require
this prior development approval.
In addition, please be aware that an appeal of a Level One approval (Flexible Standard
Development) may be initiated by a property owner abutting the property which is the
subject of the approval within seven days of the date the development order is issued. A
copy of the Development Order is being sent to the surrounding property owners. The
filing of an application/notice of appeal shall stay the effect of the decision pending the
final determination of the case. The appeal period for your case will expire on December
13,2001.
If you have any questions, please do not hesitate to call Mark Parry, Planner at 727-562-
4558.
Sincerely yours,
'"
.
Cynthia H. Tarapani, AICP
Planning Director
Cc: Surrounding property owners
Mary J 0 Fox, Sign Inspector
EXISTING LEGEND
SAN. ....................Sanitary
FN&D = FOUND NAIL & DISK
FIP = FOUND IRON PIPE
FIR = FOUND IRON ROD
FCIR = FOUND CAPPED IRON ROD
SCIR = SET CAPPED IRON ROD
R.R.S. = RAIL ROAD SPIKE
FCM = FOUND CONCRETE MONUMENT
SN&D = SET NAIL & DISK
R/W = RIGHT OF WAY
P.B. = PLAT BOOK
O.R. = OFFICIAL RECORD BOOK
MES. = MITERED END SECTION
RCP. = REINFORCED CONCRETE PIPE
11 = POWER/UTILITY POLE
E - - - - = GUY WIRE & ANCHOR
~ = LIGHT POLE
a = GRATE INLET
Ii.) = WATER METER
-0 = FIRE HYDRANT
@ = VALVE
e = MANHOLE
fl1 = TELEPHONE POLE
(P) = PLAT
(D) = DESCRIBED
(M) = MEASURED
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REV., DATE
RE\1S1ON
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ENCR. .....................Encroachment
WC = WITNESS CORNER
CI = CURB INLET
CLF = CHAlN LINK FENCE
DCV = DOUBLE CHECK VALVE
CONC = CONCRETE
SAN CL = SANITARY CLEANOUT
SAN = SAN IT ARY
ELEC = ELECTRIC
CON = CONTROL
IRR = IRRIGATION
RET = RETENTION
C&G = CURB & GUTTER
ALUM = ALUMINUM
FFE = FINISH FLOOR ELEVATION
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
CMP = CORRUGATED METAL PIPE
FSPK = FOUND SPIKE
FN&BC = FOUND NAIL & BOTTLE CAP
FPKN = FOUND PK NAIL
WV. = Water Vavle
RW. = Reclaied Water
M. = Measured
P. = Plat
F.P.C. = Florida Power Corporation
Inv. = Invert
D = Deed
Conc = Concrete
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CONSULTING ENGINEERS ' LAND SURVEYORS . LAND PLANNERS
ST, PETERSBURG ' ZEPHYRHILLS
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Call 48 hours before you dig!
IT'S THE LAW!
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SEC. 18, TWP. 29S., RNG. 16 E.
Southeast Czpress .l;ubes; J;./;C
S1,re Plan
CLEARWATER FLORIDA
GULF TO BAY BLVD.
a ~ SITE
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LOCATION MAP
Site Data Table
OWNER/DEVELOPER:
SOUTHEAST EXPRESS LUBES, LLC
ENGINEER /SURVEYOR:
C. FRED DEUEL & ASSOCIATES, INC.
1620 FIRST AVENUE NORTH
ST. PETERSBURG, FL. 33713
(727) 821-7255-FAX
(727) 822-4151
BOUNDARY SURVEY OF:
All that certain piece, parcel or tract of land situate. lying ond being in
Pinellas County, Florido, more particularly bounded and described as follows:
That port of the NW ~ of the SW ~ of Section 18, Township 29 South,
Range 16 East described os follows:
Beginning at the NW corner of the NW ~ of the SW ~ of Section 18.
Township 29 South, Range 16 East, which is also the intersection of the
center line of Belcher Road and Gulf-to-Bay Boulevard and run thence
S,89'40'55"E" 183.00 feet along the East and West center line which is
also the center line of Gulf-to-Bay Boulevard; run thence S,00'09'35"E.,
50.00 feet for a Point of Beginning; thence S.00'09'35"E., 150,00 feet;
thence N,89'40'55"W" 147,00 feet to the East right-of-way line of
Belcher Road; thence N.45'09' 35"W,. 125.00 feet along said East right-
of-way line; thence N,45'04'45"E., 35.21 feet to the South right-of-way
line of Gulf-to-Bay Boulevard; thence S.89'40'55"E.. 122.00 feet along
said South right-af-way line to the Point of Beginning.
Containing 21,737 square feet, more or less.
FLOOD lONE: X
COMMUNITY PANEL NO. 125096 0017 D
REVISED MAP: AUGUST 19, 1991
PROJECT SUMMARY & SITE DATA:
TOTAL BUILDING AREA
TOTAL ASPHALT/CONC AREA
TOTAL IMPERVIOUS AREA
TOTAL GREEN AREA
TOTAL PROJECT AREA
LAND USE: GENERAL COMMERCIAL
=
EXISTING
1,968 SF
18,254 SF
20,222 SF
1,515 SF
21.737
PROPOSED
PROPOSED
1.968 SF
16,414 SF
18.382 SF
3.355 SF
SF / 0.50 AC
USE: VEHICLE SERVICE
=
=
=
=
LOT REQUIREMENTS:
LOT AREA
LOT WIDTH
LOT DEPTH
SETBACK REQUIREMENTS:
FRONT
SIDE
REAR
MAXIMUM LOT COVERAGE (ISR):
MAXIMUM BLDG COVERAGE:
MAXIMUM FLOOR/AREA RATIO:
MAXIMUM BUILDING HEIGHTS:
NUMBER OF NEW PARKING SPACES:
(4 SPACES/SERVICE BAY = 12)
(1 SPACE/2 EMPLOYEES = 8)1
NUMBER OF H.C. PARKING SPACES:
REQUIRED
10,000 SF
1 00 FT
1 00 FT
PROPOSED
21,737 SF
147 FT
1 50 FT
25 FT
10FT
10 FT
69 FT
3 FT
50 FT
0,85
0.09
0.09
20 FT
9 SP
0.40
0.40
50 FT
18 SP
(1 H.C./5-25 SPACES)
1 SP
OCT 3 0 2000
Tl
~t< ORDER NO. new I
DATE: 10/24/00
SCALE: 1-.20'
SHEET NO. 1 OF 1
F'LORIDA SUR'.1::YOR'S REGISTRATION NO.
F'LORIDA ENGINEER'S REGISTRATION NO,
53881
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PER FDOT INDEX 17355
HANDICAP PARKING STANQARD
N.T.S.
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-200' _200.~]j-:--200.-L.,-1 LESi "'AI< 200' ~_ I WORKERS OR THEiR ACTIV1TIES
~OO, -.--- ENCROACH ON THE PA\lEMENT
. . PEQUIRING THE ENCLOSURE OF THE
,~-:: It STOP - ERECT STOP SIGN ANO INSTALL OUTSIDE TRAVEL LANE AND/OR
...,...", I REMOV1':ABLE STOP BAR MARKING, WHEN OTHER CONSTRUCTION OR ADJOINING AUXILIARY ~ANE, FOR WORK
REMOV1': OR COV1':R EXISTING STOP MAINTENANCE OPERA TIOS OCCUR AREA LESS THAN 200 FROM THE
SIGN AND REINSTALL l'irIEN THROUGH WITHIN ONE (1) MILE, SIGN TO BE INTERSECTION. FOR A PERIOD Of MORE
LANE REOPENED TO TRAfFIC. OMMITTEO AND SIGNING TO BE THAN 60 MINUTES.
COORDINATED IN ACCORDANCE WITH
INDEX NO. 600.
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---=:..---- ------ -- 8~~~m:l ------ .::------
~ t --1i ~ r \r '\ ,. CONDITIDNS
WHERE ANY V1':HICLE, EQUIPMENT,
. ,..' _., _ co _ WOR1< AIlE.. ~_ I WORKERS OR THEIR ACTI'vHIES
* __..._ ENCROACH ON THE PAVEMENT
REQUIRING THE ENCLOSURE Of THE
It OUTSIDE TRA'vt:L LANE AND/OR
~ ~ 1 ADJOINING NJXILlARY LANE, FOR
WHEN OTHER C'""STRUC'ION OR ,,~(JRK AREA 200' OR MORE FROM
MAINTENANCE OPER.A.TIOS OCCUR rHE INTERSECTION, FOR A PERIOD
WITHIN ONE (1) MILE. SICN TO 8L OF MORE THAN 60 MINUTES.
OMMITTED AND SIGNING TO BE ,
COORDINATED IN ACCORDANCE Wi ~ .D:.EJJ;AL APPLICATIONS
INOEX NO. 600, UTILITY WORK
PAV1':MENT REPAIRS
1, ALL V1':HICLES, EOUIPMENT, WORKERS (EXCEPT FLAGCERS) AND THEIR ACTIVlTIE5 S1RUCTURE ADJUSTMENTS
ARE RES1RICTEQ AT ALL TIMES TO ONE SIDE OF THE ROADWAY.
2. WORK OPERATIONS SHALL BE CONfiNED TO EITHER ONE LANE OR LANE COMBONATIONS AS
FOLLOWS:
(A) DUTSIDE TRAVEL LANE (B) OUTSIDE AUXILIARY LANE
(C) OUTSIDE TRAV1':L LANE AND ADJOININGAUXILlARY LANE
(D) INSIDE TRAV1':L LANE" (E) INSIDE AUXILIARY LANE"
(F) INSIDE TRAVEL LANE AND ADJOINING AUXILIARY LANE'
" = SEE SHEET 2 OF 2
IF THE WORK AREA IS CONFINED TO AN AUXILIARY LANE THE WORK AREA SHALL BE BARRICADED AND
THE RIGHT (LEFT) LANE CLOSED AHEAD SIGNS REPLACED BY ROAD CONSTRUCTION AHEAD SIGNS, AND
THE MERGE SYMBOL ELIMIN A TED.
J. FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO, 612.
4. WHEN V1':HICLES INA PARKING ZONE BLOCK THE LINE Of SIGHT TO TCZ SIGNS Ol~ WI.,EN TCZ SIGNS
ENCROACH ON A NORMAL PEDESTRIAN WALKWAY. THE SIGNS SHALL BE POST MOUI"TED AND LOCATED
IN ACCORDANCE WITH INDEX NO, 17302,
5, THE FIRST TWO WARNING SIGNS SHALL HA'vt: A 1B' x 1B" (MIN.) ORANGE FLAC AND A TYPE B
LIGHT ATTACHED AND OPERATING AT ALL TIMES,
6. ALL SIGNS SHALL BE POST MOUNTED IF THE CLOSURE TIME EXCEEDS 12 HOURS.
7. DUAL SIGNS ARE REQUIRED FOR DIVIDED ROADWAYS.
~.
W:~~j WORK AREA
SIGN WITH 1 B" . 18" (MIN,)
ORANGE FLAG AND TYPE BLIGHT
TYPE I OR TYPE II BARRICADE OR V1':RTICAL
PANEL OR DRUM (WITH STEADY BURNING LIGHT
A T NIGHT ONLY). TUBUL.AR MARKERS
MAY BE USED DURING DAYliGHT ONLY,
R TYPE I OR TYPE II BARRICADE OR V1':RTICAL
t::J PANEL OR DRUM (WITH FLASHING LIGHT AT
NIGH T ONLY)
[)
WORK ZONE SIGN
000 ADVANCE WARNING ARROW PANEL
r STOP BAR
~MAINTENAN.CE OF TRAFFIC DETAIL
N.T.S. FD.O.T. INDEX #623
L'\I';;
12'
MltIIMUt.l INTERIOR DIMENSIONS
10'
hllNlMUIA INTERIOR DlhlENSlONS
'I
V'
5
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z
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CONCRETE DUMPSTER PAD
(hlINlhlUM 4" THICK).
L1 SINGLE-WIDTH DUMPSTER ENCLOSURE
@ SlOt VIEW - NOT TO SCALf:
ED SINGLE - WIDTH DUMPSTER ENCLOSURE
TOP VltW - NOT TO SCALE
DUMPSTER PAD & ENCLOSURE
CIlY OF CLEAAWATER/FOOr ROW/PC ROW
Sire: PLAN RE'v1S10NS PER CLEARWATER
REVlSED PER crTY OF CLEARWA1ER COMMENTS
TJ'"
TJU
DJG 4 6/1
BY REV,' 1M lE
RE\1St<Y.f
RE'v1SED PER erN OF GLEAHWA1EIl COMMENTS
RE\1S!ON
--"'-
r LANDSCAPE LEGEND '"
SYMBOL: COMMON NAME: SPECIFICATIONS
0 LIVE OAK 1 2 ' HT.. 4" CAl.
~ SABEL PALM (9',11',13') CLUSTER
~ DAHOON HOLLY 12' HT., 4" CAl.
#: L<\DY PALM 5- 7 GAL.
~ ~.~ INDIA HAUTHORN 18"-24" HT. @ 30"0.C.
.--
m:IlJIill] OLEANDER "CASABL<\NCA" 28"HT, @ 36" O,C.
00I1lI VARIEGATED JASMINE 1 GAL. @ 24" O.C.
~ PLUMBAGO 24" HT. @ 30" O.C.
/'/;/ /:
t%;:;~~l L1RIOPE (GIANT) 1 GAL. @ 24" O.C.
tsiwt~ CRINUM LILY 5 GAL. @ 36" O.C.
"'< .'
\.. ~
LIGHTING LEGEND:
W 175 WATT HP SODIUM
Call 48 hours before you dig!
IT'S THE LAW!
1-800-432-4770
o. 20' 4Cj'
~,]
SCALE: 1- =:2 20'
NOTE: IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED
ON SITE LANDSCAPING
GULF TO BAY BOULEVARD
100' RIGHT OF WAY
1- ct
I
4' CONe ISLAND
--~
,
I
RfMovt EXTSTlf\fG VALlE'rCURS-
INSTALL N(W TYPE''F''-C-URS PER
FDOT INDEX!f:30a;-32[F-:-MATCH-
EXISTING ELEVATIONS AND SAWCUT EXISTING EDGE OF
MAINTAIN POSITIVE DRAINAGE TO PAVEMENT FOR CURB
J INLET. REMOVAL, 32LF
FDOT M.O. T. PLAN
RE OVE EXISTING PAVEMENT & "MULTILANE, URBAN"
INSTALL 5' WIDE CONCRETE TO METAL INDEX#623
MATCH EXISTING PER FDOT GClAiF ~'g2; REMOVE PAVING AND SOD, 11 SY I
INDfrX #310 22SY & A D.A I~ILE' 2 \/ilU_EV GUTlt ;r-~ 2' VALLEY GUTTER 12' CONe CUPB & GunER
SLOIPE REQUIREMENTS" ~ r.rJJ.....T1... ..... ...... '. \~. )SM< M..H...... F;(~ CR'55 j . "'. ., .r-L1MITS OF CURIB ~ GC.S5
REMOVE EX STING SIGN, /~/ f,~~~'. ~A~\i~'lvr: f-:, .i':S\89'40.i DSltE. 122.00. R)(tvl/ I,' CONC ~IALK
LOCA TION qF FUTURE / ,,<v. ~OLCI 1,.0..:. r .... . .1... .... .. . . ..' ..~ ilr~. 'l 39'. ~ II' P WATER .~N:T[R-
m~S~~;1IN~Rl~~~RT~TE // ~~~~" ~'~. .'/~ /// .' ~///.l ~~ - . I t, ~g~~ _I/BF D D REMOVE VACANT
I UI. ~/ ~c:)~ ~ -+ I I / /.; /> //~/:<~'';,?A~::''/: ////~>;,>>j~~ ~ BASE I ~ TELEPHONE BOOTH
I, ~ I'v A " ,.' !=' I ~ 1 I 1J? ) ;-
REMOVE EXISTING PAVEMENT ,& ~'t).," ~H Y. V "ro CD <5'. TELEIOI.IONE L S
INST ALL 5' WIDE CONCRETE 110 :~t~:R;;;i I ~j~ j:j 1 I ~~ L-l 23 1 i ASPclALT PAVi'~G BOOTH rl II ~
MATCH EXISTING PER FDOT --;:- j"hl., , jl/; 1J~ I-'I-tl I 00".0/ '~,
INDEX #310, 21SY & A.D.A, . . ..~ f-} c'/;:.,>. i L1Cf-T 16
. . ..~. II..-:f. . ~c SIGNAL BOX ,POLE '. u
SLOPE REQUIREMENTS ~ . . ~~_ ~'W . ONC. SLAB ~ ! BASE \"::,
>- .. ~
REMOVE EXISTING VALLEY CURB! 'j 10.;' 8' ASPHALT PAVING I ~
INSTALL NEW TYPE "F" CURB PfR : ~. . rl . - LOCATION OF FUTURE A TT ACHED
FDOT INDEX #300, 38LF. MA TCf ' i SIGN TO MEET CODE -
~~I~Ti~~ E~~~I~~~~N6R~~.PI\GE T6 .t". r/ I I ~"40' SEP ARA TE PERMIT REQUIRED. =c~,c I
INLET FOOT MOT ~LAN ~~{ 1."~ ~ ~~ to0' Lt t 1~~~1l,,0A'
"MULTILANE. ~RBAN" ,'-"
INDEX#623 I '
I
OF <-
PAVEMENT FOR CURB I .., ; J-= i II (EXISTING BLOG,) I
REMOVAL, 38LF 0 I l~ :~~~j '''''s' . J~M CO" 0" .~;,o,,:iE 5;~;;;;CE 'i . .
C5 ;- E Cr ,- /' ~ ~ l'),\i- _~h ...~. . r' " ~~.. l ~)
O:::~~ t
0:::6; CURB
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Iti81 ~ 0J
(). << Z 0
-l :;C< ~ 1 U1 .
W iO :i t<)
CD > --b.... (10'x12')CONCRETE N
c, -r DUMPSTER PAD 5' ~
. W/ENCLOSURE --j 112, _ lIB"'"
(SEE DETAIL) , ~
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1O
SITE PLAN APPROVED
CASE # ______.._._. .__
CASE TYPE _____,,_.._ ....__
DRC DATE _____..______
CDB DATE __.____-__.._.__._
SV","I.^T'.IRf ._.....___.._____,,_
DAi'[ .__~_" .. ....._..__
Base
~
STRAIGHT CURB
DESIGN:
TJH
TJH
<(5.
fj,~ :JJuvd wnd tJd~~,
CONSULTING ENGINEERS ' LAND SURv~YOnS . LAND PLANNERS
sr, PE1EI~SBU(\G ' ZEPHYHHILLS
J,nc.
SOU1WffASJ' ffXPR.b~S };UBA'S;
S/:tS PbA1V
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BY CHECKED:
TJU
CLEMW^rEr~
unl.___~.~~.IlQlIlI...__..._~.'lI:"........w".e-~...-_'____..,-
FLORIDA
-______Ai..._ _ ~~'...lIIlW1I.1I~
SEC. 18 t TWP. 29S., RNG. 16 E.
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~<:...........I 10::\::J.J C 01'<9 '. I ' ----'_0
~ L-- a: . 0. .... . -. ~ GrovGwocd Rd ~ ..
i I --" r~t".. :::J Dr 1"" .. .. -..--.[ '--':::l .
-:~-- ~! ....J~j y\ ntv;~;rh' 0';"5-. M'lnneo\a R:d ! ~
lV.S~:1 l~' ~:_~.>:-'-~.- ~- ----- ~
N,T.S.
~,
LOC_Al'ION MAP
:.~~_""'.d1a[')'~"'''''__
.'
~ -~...._~~~
Site Data Table
OWNER/DEVELOPER:
ELLIS & COMPANY. LTD,
830 116TH AVENUE
TREASURE ISLAND, FL. 33706
(727) 363-6699
(FAX) 367-9850
ENGINEER/SURVEYOR:
C, FRED DEUEL & ASSOCIATES, INC.
1620 FIRST AVENUE NORTH
',3T. PETERSBURG, FL. 33713
\727) 822-4151
lFAX) 821 -7255
f30UNDARY SURVFY OF:
/.Ill that certain piece, parcel or tract of land situate, lying and being in
-)inellas County. Florida, more particularl y bounded and described m~ follows:
Thct part )f the NW 14 of the SW 14 of Section Ie, Tovmsr,ip :29 ..> util,
r~ang\; 1 G East described as follows:
Beginning at the NW corner of the Nil; 14 of the SW 14 of Section 18,
fownship 29 South, Range 16 East, which is also the intersection of the
center line of Belcher Road and Gulf--to-Bay Boulevard and run thence
S.89'40'55"E., 183,00 feet along the f.:ost and West center line which is
also the center line of Gulf-to-Bay Boulevard; run thence S.00'09'35"E.,
50.00 feet for a Point of Beginning; thence S,00'09'35"E., 150.00 feet;
thence N.89'40'55"W., 147.00 feet to the East right-af-way line of
i3elcher Road; thence N.45'09'35"W., 125.00 feet along said East right-
of-way line; thence N.45'04'45"E., 35.21 feet to the South right-of-way
line of Gulf-to-Bay Boulevard; thence S.89'40'55"E., 122.00 feet along
said South right-of-way line to the Point of Beginning.
Containing 21,737 square feet. more or less,
FLOOD ZONE: X
COMMUNITY PANEL NO. 125096 0017 D
REVISED MAP: AUGUST 19, 1991
PROJECT SUMMARY & SITE DATA:
TOTAL BUILDING AREA
TOTAL ASPHALT ICONC AREA
TOTAL IMPERVIOUS AREA
TOTAL GREEN AREA
TOTAL PROJECT AREA
LAND USE: GENERAL COMMERCIAL
=
EXISTING
1,968 SF
18,254 SF
20.222 SF
1,515 SF
21,737
PROPOSED
PROPOSED
1,968 SF
16.486 SF
18.454 SF
3,283 SF
SF I 0.50 AC
USE: VEHICLE SERVICE
=
=
=
=
LOT REQUIREMENTS:
LOT AREA
LOT WI DTH
LOT DEPTH
_SETBACK REQUIREMENTS:
FRONT
SIDE
REAR
..MAXIMUM LOT COVERAGE (ISR):
MAXIMUM BLDG COVERAGE:
MAXIMUM FLOOR/AREA RATIO:
MAXIMUM BUILDING HEIGHTS:
NUMBER OF NEW PARKING SPACES:
(5 SPACES/1 ,OOOSF GFA)
REQUIRED
10,000 SF
100 FT
1 00 FT
PROPOSED
21,737 SF
147 FT
1 50 FT
25 FT
10FT
10 FT
69 FT
3 FT
50 FT
0.85
0.09
0.09
20 FT
10 SP
0.40
0.40
50 FT
1,968SF x 0.005 = 10SP
NUMBER OF H.C. PARKING SPACES:
(1 H.C,/5-25 SPACES)
1 SP
''I-:
,. ,,'t.;,..; < ~
i\JOTES:
1. OUTDOOR STORAGE/DISPLAY (TIRES. BATTERIES, ETC.) IS NOT PERMITTED ON
THIS PROPERTY.
2, ALL HAZARDOUS MATERIALS SHALL BE SAFELY STORED IN UNDERGROUND
CONT AINERS,
,/ /~.t?):'
f. r r ...~ f' OP Y
I ~..... *'-_ ",_'
t:t~ () , /1-7P
FilE COpy
en ~J{- J
.t.le
TIfJOlliY J. HE!UY
wom< OOOEl~ NO" 00-34{)-3
; DATE: 10/24/00
y---
"I..
SCALf:
s}\EE'f NO, 1 Of' 2
11t=2f)'
GENERAL CONSlRUC1l0N NOTES
1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK,
2, ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL VERIFY
THE LOCATlONS. ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4, THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA,
5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-4.32-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM,
6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURF ACE CONSTRUCTION.
8, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR W1TH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
q,
9, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER. SHOP
DRAW1NGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER,
10. A T LEAST THREE (.3) WORKING DAYS PRIOR TO CONSTRUCTlON, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM W1TH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOliDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. iN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
PSI. IN 28 DAYS, UNLESS OTHERWISE NOTED.
1.3. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALL Y EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATiSFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD-, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING. RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR.
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
15. THE SOILS ENGINEa.; is TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING. THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY. AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAW1NGS, HAVE BEEN SATISFIED,
16, THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAW1NGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY, THE CONTRACTOR is SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILlZA TION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
ClEARING AND GRUBBING NOlES
1,
1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE W1TH THE LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL FROM THE OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION iN ACCORDANCE. WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS W1LL BE SEEDED. MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIA TEL Y FOLLOWING
CONSTRUCTION,
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERW1SE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST W1TH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS,
10, ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY.
STREETS, STORM SEWERS. WA TERWA YS, AND EXISTING YVt:TLANDS,
REV.' DAlE
RE\1Sl0N
r BY REV., DAlE
- --
-
SEC. 18. TWP. 295.. RNG. 16 E.
OON)ING AND DRAINAGE NOTES
WA 1ER SYSlEN rESllNG AND If~SPECllON REQUIREMDHS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS. HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS,
2, CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE
BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY,
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER,
S. W.f'. \'V.M.D. / EROSlOf~ CQN1ROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMEtH CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT 'SOIL EROSION AND SILTATION.
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCA VA TIONS AGAINST
COLLAPSE AND W1LL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERW1SE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS. UNLESS OTHERW1SE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
1RAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICA TED ON
PLANS W1THIN ONE YVt:EK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULA TORY AGENCY.
2. ROUGH EXCAVATE RETENTION AREAS.
3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCTION.
4. AFTER PAViNG, GRADE RETENTION AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWA TER BASIN.
NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
OR REINSTALL ALL DISTURBED EXISTING UTILITIES. PHONE LINES, POWER LINES, POYVt:R
SUPPORT CABLES, SPRINKLER LiNES AND CONTROLS, MECHANICAL PIPELINES OR
UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS,
FENCE. HANDRAIL. VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES
WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN
HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY
CONFLiCTS PRIOR TO AWARD OF THE CONTRACT.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY
CHAPTERS 40D-4 & 40D-40 F.A.C, INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT
TO SECTION 37.3.129. FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH E.ACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
SANH AllY SE\\ER NOlES
1. ALL SANITARY SEYVt:R MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POL YVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERW1SE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANI T ARY SEWER WORK SH ALL CONFORM WITH LOCAL REGULA TORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5, PVC PIPE AND FITTiNGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D- 3034- 77C. MA SDR .35. INST ALLA TION OF SDR .35 PIPE SHALL BE IN STRICT
ACCORDANCE W1TH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2.321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8. OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POL YLiNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWA TER SYSTEM (PIPE CONVEYENCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE S'(STEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE
A YEAR. ALL MATERI,b,L SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WA TER STANDS IN
THE POND MORf~ THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO
MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORM WATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM,
I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDF.RDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-A.NNUALL Y. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS ,'IS W1TH THE HANDLING OF HAZERDOUS WASTE. THE SPENT FIL TER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
IN A PERMITTED FACILITY.
PAWiG NOlES
1, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER. AT ABUTMENT OF CONCRETE AND ANY STRUCTURE,
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO mOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED W1TH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4, IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5, STANIDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
PA'v1NG. GRADING &: DRAINAGE lESnNQ fflO INSPECllON REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS W1LL BE REQUIRED PURSUANT W1TH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
S10NIT MY SEWER 1 ESllNG AND INSPECllON REQUIREMEN1S
1. ALL GRAVITY SEYVt:R MAIN PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION
BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS
IN ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRA TION TEST ON ALL GRAVITY SEYVt:RS
!t~STALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION,
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
.3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULA TORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
4. PIf'E BETWEEN MANHOLES SHALL BE TRUE TO LINE AND GRADE. DIPS AND SAGS WITH
1 OR MORE OF TRAPPED WATER SHALL BE CAUSE FOR REJECTION. INSPECTION SHALL
BE BY MIRROR AND SUNLIGHT AND SHALL BE FOLLOWED BY TELEVISION INSPECTION AT
THE CONTRACTOR'S/DEVELOPER'S EXPENSE, AIf~ TESTiNG MAY BE REQUIRED ALSO AT
THE CONTRACTOR'S/DEVELOPER'S EXPENSE, THE CONTRACTOR SHALL PROVIDE PERSONNEL
TO ASSIST W1TH INSPECTIONS. THE CONTRACTOR SHALL PROVIDE THE SEYVt:R SYSTEM
WITH A TELEVISION TAPE OF THE COMPLETED GRAVITY SEWERS.
5. PVC PIPE SHALL HAVE A DEFLECTION lEST USING A 7-1/2% (GO NO GO) TEST MANDREL
OF APPROPRIATE SIZE WHICH SHALL BE VISIBLE AT ALL TIMES.
YtORl( IN FOO'f RIGHTS-OF-WAV
1. DRIVEWA Y TO BE CONSTRUCTED TO FOOT INDEX
2, EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FDOT IND#104 & 105,
.3. GUARDRAILS SHALL CONFORM TO FDOT IND#400.
4, ALL STRIPItJG SHALL BE LEAD FREE NON-SOL VENT BASED THERMOPLASTIC AND MEET
ACCORDIN(; TO THE FDOT SPECIFICATION SECTlON 711
WATER/SEVlE.R ClEARfflCE REOIJIREMENlS
VERTICAL CLEARANCE AT CROSSINGS:
GRAVITY SEWERS OR FORCE MAINS CROSSlt'JG UNDER WATER !vt\Jt'JS SHALL BE LAID TO
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE
AND TIHE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE
SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING
WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, WHERE THE MIMIMUM 18 INCH
SEPARATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED
CENTERED ON THE POINT OF CROSSING FOR A MINIMUM OF 10FT, ON EITHER SIDE OF
THE CROSSING.
5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FDOT
SPECIFICATION SECTION 706.
6. ALL SIGNS'MTHIN FOOT RIGHT -OF - WAY SHALL MEET THE REQU!~~EMENTS OF FDOT
SPECIFICA'ION SECTION 700.
7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FDOT
STANDARD INDEX NO. 17.352.
8. STRIPING \VlTHIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 17346.
9. SIGNS WITJ-'iN FDOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FOOT STAHDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17.302.
10. SIGNING At~D STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (1991), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTIliTY OPERATIONS
FOR STREETS AND HIGHWAYS ON STAlE MAINTAINED SYSTEMS, (JAN. 1994),
(ako: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS
REClJIRED.
C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS (1989), (aka: GREEN BOOK).
12. TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER FDOT INDICES #600 AND #62.3.
13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPORTATION PINELLAS COUNTY
MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL (813) 570-5101
14. BEFORE CONSTRUCTION IS TO BEGIN. THE APPLICANT SHALL DELIVER TO THE FLORIDA DEPT.
OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR THE
APPLlCMn'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POLICY IN
ACCORDANCE WITH THE REQUIREMENTS OF FAC" RULE CHPT. 14-96.007(5)(C)6.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
A) GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED FROM EDGE TO
EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT. SEPERATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER,
AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED.
B) FORCE MAINS SHALL BE INSTALLED AT LEAST 10FT, HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN.
PINELLAS c'ocmw RIGHf OF WAY NOTES
1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO.700.
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
iN THE STATE OF FLORIDA UTiliTIES ACCOMADATlONS MANUAL.
WA1ER SYSTEM NOlES
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT. ZONING AND/OR RELATED
ORDINANCES. AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
1, ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER,
2. ALL WATER SYSTEM WORK SHALL CONFORM W1TH LOCAL REGULATORY STANDARDS AND
SPECIFICA TIONS,
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21..31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE W1TH ANSI A 21.6, A 218 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WlTH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D- 2241.
6, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS,
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OfFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION,
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS,
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE W1TH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES;
REFERENCE FDOT INDEXES 600 THRU 650.
5. INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION,
MUST BE ACCOMPLiSED BY JACK AND BORE OR PUSHING, NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99(100%).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM
DENSITY AND SODDED,
8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
10, ANY SIDEWALK WHICH BECOMES UNDERMlt-JED MUST BE REMOVED AND REPLACED,
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
12. PiJlCE EXPANSION JOINT BETWEEN BACK-OF -CURB AND CONCRETE SIDEWALK.
13. PRIOR TO COMMENCEMENT OF WORK ANDIOR PRIOR TO START OF RESTORATION
COORDINATE THROUGH A "WALK-THROUGH" WITH PINELLAS COUNTY HIGHWAY DEPARTMENT
REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MAnERS AS EXTENT OF
ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT --
ESPECIALLY CONCRETE, ETC.
14. HANDICAP RAMPS SHALL BE INSTALLED ACCORDING TO FDOT IND.#304
15. REMOVE & REPLACE ANY EXISTING SIDEWALK WITHIN PINELLAS COUNTY ROW. THAT HAS
DAMAGED DUE TO DEMOLITION AND PORTIONS NOT MEETING A.DA REQUIREMENTS.
16. A MINIMUM REQUIRED SIDEWALK SHOULDER CLEAR ZONE OF 2' FROM THE EDGE OF THE
SIDEWALK WITH A MAXIMUM SLOPE OF 3/4" PER LINEAR FOOT. NO PERMANENT
OBSTACLES ARE ALLOWED IN THIS AREA.
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F\..ORlOA ENGtNEER'S RE(;~STllAllL' '\ ...5~M1
WoRt< OROER NO. I 2000-340
DAlE: 5/7/01
SCALE: NONE
SHEET NO, 2 ~~ 2
RE\1S1ON
BY CHECKED:
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