PSP90-18
PSP 90-18
VEHICLE INSPECTION
STATION #7
2150 RANGE ROAD
~\5D ~0t ((6-
CITY OF CLEARWATER
Interdepartment Correspon8.ence '
TO: Cyndle Goudeau, City Clerk
FROM.
James M polatty, Ir , Director Planning & Development
cfMP
SUBJECT CertlficatlOD of Fmal Site Plan for Vehicle InspectIOn station 117, Located on North side of Range 1
Road, approx. 600 ft. West of Belcher Road (pSP 90-18)
COPffiS: See List Below
DATE December 7, 1990
The Development Review Conuruttee at Its meetmg of November 8, 1990 approved the above descnbed fmal Site
plan, subject to the following conditIOns
')
1 The formula for required parlang, stated as per the Land Development Code and -Proposed Parlang" must be
given In site data calculatIOns pnor to bUlldmg penrut approval
2.~JPnor to certlficahon, the -Future ExpanslOn" area must be labeled as Phase U, with breakdown in Site data
calculations.
3 SignS and fencmg/walls are subject to separate review and penruttmg processes.
4 The requIsite bUilding pemut shaH be obtamed wlthm one (1) year from date of cerhficatlOD of the sde plan
and all reqUisite certificates of occupancy shall be obtamed wlthm 3 years from date of certlficatton of the Site
plan
5\ The Open Space assessment fee IS payable pnor to City certificatIOn of final Site plan
6 Pnor to Issuance of a bUilding penrut, a copy of the approved SWFWMD penrut must be submttted to Public
'\1, Works/Englneenng and EnVironmental Management.
7 'Pnor to certificatIOn, the proposed dramable outfall pipe locatIOn must be revised as reqUired by Pubhc
Works/Engmeenng, unless a dramage easement IS proVided from the adjacent property owner to the east or a
letter from the adjacent owner IS provided which meets With the approval of the Public Works Director
8 Pnor to the Issuance of a bUlldmg penrut, a cross-sectIOnal detail of Structure #52 shan be subnutted for
approval by the EnVironmental Manager
9. Pnor to the Issuance of a bUlldmg penrut, soil bonngs of retention pond shall be subffi1ued for approval by the
EnVironmental Manager
~,
As conditions #1,2,5,7, have been met, please certify the attached plans subject to conditions 113,4,6,8,9 listed
above and dlstnbute
REC~.1.VED
JMP/SEG
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cc'
James M Polatty, Jr , DIrector of Planning & Development
CecIl Henderson, EnglOeenng
Tom Mtller, Envuonmental
Peam Wilson, Parks & RecreatIon Director
Ketth Crawford, Traffic EnglOeer '
Victor Chodora, BUlldmg Officl3l
Robert Brumback, Utilities
Cyndle Goudeau, City Clerk
Ray Wyland, Zonmg v
Lou Hilton, Planner II (Memo Only)
Developer/Project Sponsor (3)
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For pick up please contact
Robert Pierro, (813) 531-3505
Tampa Bay EnglOeenng, Inc
2240 Bellealr Road, SUite 200
Clearwater, Flonda 34624
RECEIVED
9018cert eb
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PLANNI:1G & URBAN
DEV,~;;, MEiiT DEPT.
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AREA OF MITIGATION
999.31 SF ffi
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existing
aspholt
povement
SITE PLAN REVIEW
EXISTING
ZONING DISTRICT:
M-l, COUNTY
USE:
VACANT
LOT AREA (SQ. FT. AND ACRES): &
GROSS AREA (WITHIN PROPERTY LI~ES):
67.405/1.55
NET AREA (GROSS MINUS 8~ MAX. FOR
vEHICvLAR ACCESSNAYS):
N/A
LOTNIDTH:
257'
LOT DEPTH:
414'
DENSITY (BASED ON NET ACRES):
N/A
BUILDING COVERAGE (SQ. FT. AND ~ OF
CROSS SI TE: ~
GROSS FLOOR AREA AND F.A.R.: ~
N/A
N/A
SETBACKS (ALSO INCLUDE DIMENSIONS
ON SITE PLAN DRANING):
FRONT:
N/A
SIDE:
N/A
REAR: (RAIL ROAD)
N/A
BETWEEN STRUCTURES:
N/A
WATERFRONT:
SIDE:
N/A
REAR:
N/A
HEIGHT:
WITH BONUS PROVISIONS
(IF APPLICABLE)
N/A
PAVED VEHICULAR AREA
(SQ. FT. AND ~ OF SITE):
~ N/A
OPEN SPACE
TOTAL FOR THE LOT
(SQ. FT. AND r. OF SITE):
~ 6',405/100~
FOR THE FRONT YARD (SQ, FT. AND
~ OF RE~JIRED FRONT YARD): N/A
CLEAR SPACE (WATERFRONT PROPERTY): N/A
EXTERIOR PERIMETER BvFFERS: N/A
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND ~ OF PAvED VEHICULAR
AREAS; ALSO, DEPICT ON SITE PLAN
DRANING BY SHADING/CROSS HATCHING): N/A
PARKING (GIVE APPLICATION FORMULA): N/A
. INCLUDES PHASE I I AREAS &
PHASE II BUILDING AREA = 1,175 SF
PHASE II VEHICULAR ACCESSWAYS = 1,141 SF
PLAN INDEX
1 SITE PLAN
2 PAVING, GRADING
,3 DETAILS
4 DETAILS
5 DETAILS
1 SURVEY
1 LANDSCAPE PLAN
. PROPOSED
REQUIRED
(MIN. OR MAX.)
IL. CITY N/A
VEHICLE INSPECTION N/A
STATION
67,405/1.55 20,000
29,476/0.68 N/A
257'
/
100'
414' lOa'
~--
N/A N/A
9,06]/13. 45r. & 60~
9,063/0.1.345 ffi 0.60
existing
asphalt
pavement
353'
20
43'
10
4.72
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N/A
N/A
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N/A
N/A
N/A
20'
50'
29,4-76/4J.7Jr. ~ N/A
28.487/42.26~ & 6,741/'0~
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12,022/64.20" & 4,675/2,5~
N/A N/A
5'
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J,J62/11r.
ffi
&
existing
4- PER BAY +
aspholt
2 PER EMFLOYEE
pavernent
= 29 SPACES REQUIRED
31 SPACES PROVIDED
1,787/6"
N/A
& UTILITIES
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PHASE II
PAVEMENT
PH ASE II
EXPANSION
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A DISABLED
VEHICLES
8'X~ EACH
VEHICLE
INSPECTION
S fATION
NO.7
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38'
75'
3'x3'
A / C P.A D - } ~ J (II
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\' 24" STOP BAH
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SIGf\4 "NO PARKING-FIRE LANE
BY CITY ORDINANCE" (TYP) ill
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12'
35'R
WHEEL
STOP
(TYP. )
50'R
DOUBLE 4" SOLlD-
YELLOW STRIPE
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PROPERTY LINE, TOP OF BANK
& JURISDICTIONAL LIMITS ~
AREA REQUIF~ING MI f1GA nON
499.36 SF &
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RANGE
ROAD
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LINE
5' X 1 0' S T A TI ON SI G N
10' SETBACK&
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3.
4.
5.
6.
40
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SITE DATJ\
GROSS SITE AREA
EXISTING ZONING
BUILDING SETBACKS
FRONT
REAR
SIDE
RAILROAD R/W
VEHICULAR USE AREA
BUILDING AREA
TOTAL IMPERVIOUS AREA
PERVIOUS AREA
FLOOR AREA RATIO
PARKING SPACES PROVIDED
REGULAR PARKING
DISABLED VEHICLES
HANDICAP PARKING
SfORAGE PARKING, 2 PER BAY
TOTAL
UTILITIES
WATER & SEWER
ELECTRICAL
TELEPHONE
Certified as a true and correct copy. Final Si..te,;,P!aI). 'as
:pp~~;~~ by the Development Review CO~~~~'i:'~~~,~8~r~,er
'. .cil'.~'~' }':' \ \ , " I
,< \,;Jl1"t~d ~ \ ' \ \ , Q ft J" /'"
WJ.tn7ss my: hand and the seal ,q,fl;:~~~e'J ~!t.~.)'o:e. '<!l~~a'1;et"
. FlorJ.da thJ.s 11th day of Decemb i"....."Ji.,\~,~~+~~,..'...'.Z.s: .,~, 'J.~~r~ cx;;'.. ': t.... "_.
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';\~.{b~ptit erk4",,:\('.. 'J'::;:':
"V\}' ~'t;j ~ n,~;' '.'''' ,. if:': ''':.~ -:
Condi tions =lH, 2, 5, 7, have been m~'~.~ .,; \~; '. l}~',..../ '" ..,.' ~;.. : ~
Conditions: <i~t -:'~"'::) ..~t,l.' \"~;;\.' <~l":-f
3. Sig~s and fenci~g /~allS." ;.,v.~J:..,....~......,. ~s\ip~EJC~ ~~~~.'.'$:. ...~"~ .,:...,..p.' ~..lr. ~.e~.. ..........'.t.'.;.:.~.'.;..
revJ.ew and pernu.ttJ.ng proc.e~~esC'. .... .,.", \\..' .....'- :;;.:..)
4. The requisite building p,~<~t"~9.aJtit b~"~obt~i:n~d<' .."
within one (1) year fro*,i.'pate dl"ce;rt,ification
of the site plan and all' requisite certificates
of occupancy shall be obtained wi thin 3 years
from date of certification of the site plan.
6. Prior to issuance of a building permit, a copy
of the approved SWFWMD permit must be submitted
to Public Works/Engineering and Environmental
Management.
8. Prior to issuance of a building permit, a cross-
sectional detail of Structure *52 shall be
submi tted for approval by the Environmental
Manager.
9. Prior to the issuance of a building permit, soil
borings of retention pond shall be submitted for
approval by the Environmental Manager.
RANGE
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LOCATION
PLAN
NOT TO SCALE
67,405 SF &
M-1 LIGHT INDUSTRIAL
20 FT
10 FT
10 FT
o FT
29,476 SF
9,063 SF
38,918 SF
28,487 SF
0.134
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&&
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15
2
2
1 2
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31
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CITY OF CLEARWATER
FLORIDA POWER CORPORATION
GENERAL TELEPHONE
o
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7. FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONE 'c' AS DEPICTED
ON FEMA FLOOD INSURANCE RATE MAP NO. 125096-0010-B
DATED JUNE 1, 1983.
8.
9.
10.
1 1 .
12.
13.
14.
HOURS OF OPERATION
TUESDAY & WEDNESDAY
THURSDAY & FRIDAY
SATURDAY
SUNDAY & MONDAY
STAFFING
ONE MANAGER
ONE ASSISTANf MANAGER
ONE SAFETY INSPECTOR
ONE STArE REPRESENTATIVE
ONE INSPECTOR PER LANE
8:00 AM TO 6:00 PM
9:00 AM TO 7:00 PM
9:00 AM TO 3:00 PM
CLOSED
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TRAFFIC
PRO.JECfED AVERAGE LOADING = 12.8 VEHICLES PER LANE PER HOUR
MAXIMUM VEHICLE SIZE = 10,000 POUNDS
BUILDING
TYPE IV (UNPROTECTED)
ONE STORY, 20 FEET HIGH
OWNER
FLORIDA REALTY FUND TWO, LTD.
P.O. BOX 429
ST.PETERSBURG, FL 33731
(813) 821-5178
THE EXISTING LAND USE IS UNDEVELOPED.
PROPOSED DEVELOPMENT SCHEDULE
START CONSTRUCTION
COMPLETE CONSTRUCTION
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NOVEMBER 1990
FEBRUARY 1991
15. SOLID WASTE COLLECTION WILL BE CURBSIDE PICKUP. A DUMPSTER
IS NOT REQUIRED FOR THIS SITE.
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8" wall control structure
inv. 18" squashed pipe = 49.47
(botton'! of pipe partially filled wi
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BASIN
TOP OF BANK 55.70
BOTTOM OF POND 53.20
WEIR 54.10
25 YR HWL 55.40
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'" _ _asPhal~aveme~ _ RANGE_ ROAD ~\ _ _ _ __
I 125'j: J -.J sanitary sewer m.h.
.. V I rim = 58.1 2
l' existing If CONNECT TO EXISTING LATERAL inv. E & W (18" clay) = 50.32
I I fire hydrant ill inv. N (lat-6" clay) == 52.65
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40
,/
.sANITARY SEWER CHARI. &
S-1
CONST CLEANOUT
(TOP TO BE DETERMINED
, BY CON TRACTOR)
IE 53.20
S-2
CONST CLEANOUT
(TOP TO BE DETERMINED
BY CON TRACTOR)
IE 54.29
$-3
CONST ClEANOUT
(TOP TO BE DETERMINED
BY CONTRACTOR)
IE 54.90
S-4
CONST CLEANOUT
(TOP TO BE DETERMINED
BY CONTRACTOR)
IE 55.10
STORM SEWER CliAR-I &
S-50
CONST TYPE F INLET
GRATE ELEV. 56.05
IE (E) 53.44
FOOT INDEX 233
S-51
CONST MITERED END SECTION (4: 1 SLOPE)
IE (W) 53.20
FOOT INDEX 272
S-52
CONST TYPE C MODIFIED OUTFALL STRUCTURE
W/WEIR AND SKIMMER
GRA TE 55.40
WEIR 54.10
SKIMMER 53.70
IE (NE) 50.81
FOOT INDEX 232
S-53
CONST TYPE P7-T JUNCTION BOX
RIM 56.15
IE (SW& E) 50.68
FOOT INDEX 200,201
S-54
CONST STRAIGH T CONCRETE ENDWALL
IE (W) 50.65
FOOT INDEX 250
PINELLAS COUNTY SP# 3781
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TOP OF POND 53.20
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WE IR 5~.~~ 55.40
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COVER 16" SO. x' 4" THK.
RING & IN UNPAVED AREAS
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(MIN.ltlx2'1 ~I~ I.~ ~I BARRIERS ~'~ ~
NOMINAL LUMBER) '-~l; #~ ~i \V
WIDE DIM. VERT. / '--....-...".J~ ~ ~UPRIGHT (MIN. I ,
. / "- l " ~ ~ 211X 411 NOMINAL -
3' HIGH I'li'~ ~~'il LUMBER) t,Vl ~'"
MIN. MAX. ~~, A J .tll~ ~ J
ENTIRE 2/3 DRIP LINE
DRIP LINE
- 4" ROCK BASE
/ 4" SDR 35 PVC PIPE
d
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CLEANOUT DETAIL
411 TWO-WAY (IN-LINE) CLEANOUT
IN BUILDING SEWER
&
fl21 TRANSITION
6"
-rL' /TO.B.
t,l ~I -
~
PROTECTIVE BARRIERS
2,1
PINES
HARDWOODS
SECTION A-A
&
NOTE: HAUCH FOOTIN G
DIMENSIONS TYP, FOR
PERIMETER SHOWN It\J
PLAN VIEW,
10'
31
EROSION AND SILTATION CONTROL NOTES
611
I I
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TIll 18111 16"
1- -
1/ Ilr* 4 REBAR
~ . ' I I I 1f ttJ -.if so 0
6 "x 6" W 14 x WI 4 WWF 6" I\~; t _ ~I~I~J' _ _ ji~I!lt~')'2" 2' (~~~P~
-~1 6" 6"
BOTTOM OF HAUNCH - ~I~ I'
FOOT IN G
I
)d 'C'
!
I
,
I
~
61
1.
GENERAL: ALL EROSION AND SilTATION CONTROL METHODS SHAll BE IMPLEMENTED
PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS
SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING
THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION.
WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WilL BE RESHAPED,
CLEANED OF SILT, MUD AND DEBRIS, AND BE RE.SODDED TO PROPERLY DETAIN THE
INTENDED STORM QUANTITIES.
~ I
'-~
4-
II
6'1
::::::::-.:
~
2.
PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPilES: FilL MATERIAL
STOCKPilES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS
WHICH PREVENT EROSION OF THE STOCKPilED MATERIAL. CONTROL OF DUST FROM
SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPllES'Wlll BE PRESENT. IN NO CASE SHALL
ANY UNSTOCKPllED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS.
PROTECTION OF EXISTING STORM SEWER SYSTEMS: 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, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT
PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED,
CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS
SHALL BE FUllY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS.
EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS
OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR
EROSION WITHIN ONE WEEK OF INSTALLATION.
SECTION B-B
3.
I
'rTOP OF POND
<t.....
rTOE OF POND
4.
II
L___-----------,
I
I
I
.
I
1
__-1
:
8
+
5.
UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND
UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING STANDARDS:
<t...
'-- 6 II
,-----,-----
\ II
l L!NE OF HAUCH
FOOTING
B. WHEREVER CONSISTENTWITH SAFETY AND SPACE CONSIDERATION, EXCAVATED
MATERIAL SHALL BE CAST TO THE UPHilL SIDE OF TRENCHES. TRENCH
MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY STREAM,
CHANNEL, ROAD DITCH OR WATERWAY.
MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WilL BE CLEANED OUT AND/OR
REPAIRED AS REQUIRED.
I
A. NO MORE THAN 500 LINEAL FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME;
PLAN VIEW
6.
FLUME DETAIL &
NOTE &
NOTE TO CONTRACTOR: TREE & EROSION CONTROL BARRICADES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCA nON AS PROVIDED BY ORDINANCE #90-
16 (AS AMENDED BY ORDINANCE 90-59).
SHEET FLOW
~ J l
BALES OF STRAW STAKED DOWN
~.
.
. .
. .
.-
.. .r.
-I.
SiNGLE ROW OF STRA'olI BALES TO BE PLACED
PRIOR TO THE START OF ROUGH GRADING
PLAN VIEW
N1RE T7 n
BALE TIES ~ .. ~~ . h. IT
"'-..... '.g~ ~
I/I~ly~ .l~il~,~ ~~\ ~ . ~n-
11-: t'
SECUREL Y BOUND BALES '{ -'t~ff.
REQUIRED FOR DURABILITY , .
2"lc 2'x4' STAKES
'-112' TO 2' iN
THE GROUND
---L~
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\ -..... \
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~- _~; '~~~ ~ I
-l. ir) "." ."~~ ~ ~~/;Jii
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-
ANCHORING BALES
,SEDIMENT BARRIER &
01'
10"
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SECTION AA
END ViEW
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/ GRATE
61/-,1. %
/" ,,///
V~/ __________ - BOLTED OR OTHER
./ /i./ .------- CONNECTION EACH
/ I I Y1 0/ SIDE OF SKIMMER
ALUMINUM SKIMMER _____
OPEN TOP & BOTTOM -----
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SKIMMER EL
WEIR EL
I
(CONTROL STRUCTURE
MODIFIED FDOT TYPE C INLET W /SKIMMER
ITEM
GRATE
WEIR
ORIFICE
SKIMMER
EL
55.40
54.10
N/A
53.70
WIDTH
X
0.49
N/A
4.00
HEIGHT
X
0.50
N/A
I. 70
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DIMENSIONAL DETAILS
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~ ALL PiFE SIlES
SIDE ViEW AND BACI<'It'ALL SECT/ON
REINFORCING DE TAIL
I
I F{~~
I 0 I J,.'~o
! 5:, F/,
15' I 1.2!
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;4' !,J4
30' : ~_91
DiMENSIONS AND aUANTlTlES FOR ONE U.ENDWAL,L
~iHIK,ls B/cl p
! 'F' Z 'J. I ) ,7', ;.rl /,)" 2 .J"j 4'
€ .f' : .~' i.' . to', 2,6', 1'1:"1; '5-, 4"
E 'C ., -E': 4 ,4'1 J -0', t '0-1 J -01 S"
F 'f.' ,-/:"; ~ '/oi J'6i Z '6-1 !I:"I 5'
) bc((/t
I' Ooff.t F.ti"f, 5~ft, C~"~'t,'~ I F~,,,f,
! c,~!S J S~ftl
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4' I ; -4 I -~ 1,51 I 72
." J.4 2-4 Il.e? 186
€ ' : 4 - 4 J - 4 I ,{.!,; I ~JS
4 -4 "-4 I J.J" I IJI
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4' I
5" I
5" i
WITH BAFFLES
ENDWALLS FOR 2:1 SLOPES
FDOT Y'YPE U ENDWALL &
d)~
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GENERAL NOTES
1.
ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT
SHALL CONFORM TO FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," LATEST EDITION, AN'D THE LATEST (lOCAL JURISDICTION
STANDARDS), UNLESS OTHERWISE INDICATED. THE MORE STRINGENT SHALL BE
APPLICABLE.
2.
THE LOCATIONS AND SIZE OF THE UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMATE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING
FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARATORY TO EXCAVATING AND
ALSO FAMILIARIZE HIMSELF WITH All VOLTAGES CARRIED IN OVERHEAD OR
UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED
APPROXIMATIONS. THE CONTRACTOR SHALL lOCATE EXACTLY ALL UTILITIES THAT
CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION.
~
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3.
ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (OR
, AS INDICATED ON SURVEY).
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS BEFORE
BEGINNING CONSTRUCTION.
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CONTRACTOR SHALL "CALL CANDY" 1-800-282-8881 A MINIMUM OF 2-DAYS AND A
MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
5.
ALL UNDERGROUND UTILITIES MUST BE INSTAllED BEFORE BASE AND SURFACE ARE
CONSTRUCTED.
6.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO
SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. SEE EROSION AND
SilTATION CONTROL NOTES FOR ADDITIONAL INFORMATION.
7.
All PIPE LENGTHS ARE PLUS OR MINUS.
8.
PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS.
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CONFLICTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO BE
RESOLVED BY ADJUSTING THE NECESSARY LINES AS DIRECTED.
10.
CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL
PRECAUTIONS MAY' BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER
UTILITIES.
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THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY.
ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000
PSI (28 DAY STRENGTH).
ALL DISTURBED GRASSED AREAS SHAll BE RESODDED UNLESS OTHERWISE
INDICATED. (SEE LANDSCAPE PLANS FOR FURTHER DETAILS.)
CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR
ORIGINAL OR BETTER CONDITION.
ALL PARKING STALL DELINEATION TO BE 4" PAINTED LINE PER FDOT SECTIONS 710 AND
711. USE FDOT APPROVED TRAFFIC PAINT AND METHOD OF APPlICAT\{)N.
CONTRACTOR TO PROVIDE FDOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS
DIRECTED BY THE OWNER.
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 WITH THEPLANS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER AND REQUESTING
A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.
CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY
CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND.
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13.
14.
15.
16.
17.
18.
19.
20.
WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900
STANDARDS, UNLESS OTHERWISE NOTED. FITTINGS SHALL BE C.1. OR D.1. MECHANICAL
JOINT. WATER MAINS SMAllER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS
OF ASTM D2241 , UNLESS OTHERWISE NOTED. PVC FITTINGS MAY BE USED ONLY UPON
THE APPROVAL OF THE ENGINEER.
21.
REINFORCED CONCRETE PIPI: SHAll CONFORM TO THE REQUIREMENTS OF ASTM C-76,
CLASS III, WALL "B" UNLESS OTHERWISE NOTED.
SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM
D3034, SDR 35, C-76, UNLESS OTHERWISE NOTED.
WATER MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER.
~
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23.
24.
ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL
BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
ALL BACKFilL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE
ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD
SPECIFICATIONS, SECTION 125-8.'3, LATEST EDITION.
SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED
DURING CONSTRUCTION. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS
DESIGNATED FOR REMOVAL ON THE PLANS. (SEE LANDSCAPE PLANS.)
INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN
STANDARDS, LATEST EDITION.
ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION
AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO
AND INCLUDING THE INITIAL MOWING.
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27.
28.
29.
INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFLlCT(S)
WITH PROPOSED OR EXISTING FACILITIES.
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CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF
WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.
31.
WHERE WATER LINES CROSS WITH 18" VERTICALLY OR 10' HORIZONTAllY OF A
SANITARY SEWER LINE, THE SANITARY SEWER LINE SHALL BE ENCASED IN CONCRETE
FOR A DISTANCE OF 10' ON EACH SIDE. RECLAIMED WATER LINES ARE CLASSIFIED AS
SANITARY SEWERS,AND THE SAME CLEARANCES WITH POTABLE WATER LINES APPLY.
ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO. 700.
32.
33.
ALL RIGHT-OF.WAY INSTALLATIONS WILL COMPLY WITH THE STATE OF FLORIDA
UTILITIES ACCOMMODATIONS GUIDE,
34.
ALL PROPOSED WORK MUST COMPLY WITH PINELLAS COUNTY SUBDIVISION
REGULATIONS AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
35.
SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO REMOVAL OF PAVEMENT.
36.
SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES;
REFERENCE FDOT INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION OF D.C. INDEXES 100 THRU 116.
37.
DISTURBED AREA WITHIN THE RIGHT.OF.WAY WilL BE COMPACTED TO 100 PERCENT
OF MAXIMUM DENSITY AND SODDED.
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TYPICAL PAVEMENT SECTION
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SECTION 88
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TYPE F INLET FDOT INDEX 233 ~
Su G~l'Itrol ,VOlt '10, '}
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SECTION
TYPE 7-T (TRAFFIC) (H-20)
ALTERNATE A
ALTERNATE 8
TYPE P7.lIr INLET FDOT INDEX 200 !b
2:1
S/(Ipt
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