FLD2003-09045 (2)
FLD2003-09045
700 S GULFVIEW BLVD
SURF STYLE
PLANNER OF RECORD: WW
ATLAS # 285A
ZONING: T
LAND USE: RFH
RECEIVED: 09/22/2003
INCOMPLETE:
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MAPS:
PHOTOS:
STAFF REPORT:
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LEGAL DESCRIPTIOI'~
A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL I:
LOTS 11 AND 12, BLOCK C"BAYSIDE SHORE", ACCORDING TO THE M,^P OR PLAT
THEREOF, AS RECORDED IN PLAT BOOK 58, PAGES 12 AND 13 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL II:
LOT 13, BLOCK E, "BAYSIDE SUBDIVISION No.6, UNIT B", ACCORDING TO THE
MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, PAGES 17 AND 18, OF
THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER WITH: (VACATED RIGHT-OF-WAY AND EASEMENTS O.R.B. 4415, PAGES 416-417)
THE NORTH 15.00 FEET OF SOUTH GULFVIEW BOULEVARD RIGHT-OF--WAY LYING SOUTH
OF AND ADJACENT TO SAID LOT 13, BLOCK E, "BA YSIDE SUBDIVISION, No.6, UNIT B",
TOGETH ER WI TH:
THE FIVE FOOT (5') EASEMENT LYING ALONG THE NORTH SIDE OF SAID LOTS 11 AND 12,
BLOCK C, "BAYSIDE SHORES SUBDIVISION"; AND
THE THREE FOOT (3') EASEMENT LYING ALONG THE NORTH SIDE OF SAID LOT 13, BLOCK E
"BAYSIDE SUBDIVISION, No.6, UNIT B".
CONTAINING 0.510 ACRES MORE OR LESS.
CONSTRUCTION PLANS FOR
700 SOUTH GULFVIEW BOULEVARD
CLEARWATER, FLORIDA
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST
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PROJECT LOCATION
Prepared For:
PLISKO ARCHITECTURE, PA
800 DREW STREET
CLEARWATER,FL 33755
Prepared By:
INDEX OF DRA WINOS
SHEET TITLE
SHEET No.
COVER SHEET
SURVEY
GENERAL NOTES
SITE PLAN
PAVING, GRADING & DRAINAGE PLAN
UTILITIES PLAN
SITE DETAILS
SITE DETAILS
UTILITY DETAILS
LANDSCAPE PLAN
LANDSCAPE DETAILS
CI.O
C2.0
C3.0
C4.0
C5.0
C6.0
C7.0
C7.1
C8.0
C9.0
C9.1
SITE PLAN APPROVED
CASE # -fiJ2 2-Ou ~ . 0 ~ 0 +s
rASE TYPE ~J.~O
[.JRC DATE _1'0) 3:9 t) -
~~B DATE -1b:.}l ~ ~
SI(~NATURE ..ld~Y'J.-~~
DATE -1.!:.l1-4-)&13_
t .'i
"INVESTIGATE BEF'ORE YOU EXCAVATE"
NOTE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION,
ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
CLEARWATER LAND DEVELOPMENT CODE & ENGINEERING
STANDARDS.
-"
CALL SUNSHINE @ 1-800-432-4770
FL. STATUTE 553_851 (1979) REQUIRES A
MIN. OF 2 DAYS AND MAX. OF 5
DAYS NOTICE BEFORE YOU EXCAVATE,
SECTION
17)
TOwNSHIP
29
SOUTH)
RANGE
15
EAST)
PINELLAS
COUNTY)
FLORIDA
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LEGAL DESCRIPTION:
A PARCEL OF LAND L YINlG IN SECTION 17) TOW'NSHIP 29 SOUTH) RANGE 15 EAST)
PINELLAS COUNTY) FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOVJS:
PARCEL I:
. LOTS 11 AND 12) BLOCK C'BA YSIDE SHORE') ACCORDING TO THE MAP OR PLAT
THEREOFJ AS RECORDED IN PLAT BOOK 58) PAGES 12 AND 13 OF THE PUBLIC
RECORDS OF PINEL LAS COUNTY) FLORIDA,
PARCEL II:
LOT 13J BLOCK E) 'BAYS IDE SUBDIVISION No, 6J UNIT B') ACCORDING TO THE
MAP OR PLAT THEREOF) AS RECORDED IN PLAT BOOK 55) PAGES 17 AND 18) OF
THE PUBLIC RECORDS OF PINELLAS COUNTY) FLORIDA,
TOGETHER VJITH: (VACATIED RIGHT-OF-VJAY AND EASEMENTS O,R,B, 4415) PAGES 416-417)
THE NORTH 15,00 FEET IJF SOUTH GULFVIEVJ BOULEVARD RIGHT-OF-VJAY LYING SOUTH
OF AND ADJACENT TO SAID LOT 13J BLOCK EJ 'BA YSIDE SUBDIVISION) No, 6) UNIT B')
TOGETHER W'ITH:
THE FIVE FOOT (5') EASEMENT LYING ALONG THE NORTH SIDE OF SAID LOTS 11 AND 12)
BLOCK C) 'BA YSIDE SHORES SUBDIVISION'; AND
THE THREE FOOT (3') EASEMENT LYING ALONG THE NORTH SIDE OF SAID LOT 13) BLOCK E
'BAYSIDE SUBDIVISION) lNo, 6) UNIT B',
CONTAINING 0.510 ACRES MORE OR LESS,
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BLOCK 'c'
(P,B, 58, PGS, 12-13)
LOT 1
BLOCK 'c'
(P"B. 58, PGS, 12-13)
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BLOCK 'c'
(P,B, 58) PGS, 12-13)
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NOTES:
1. BEARING SHOVJN HEREON ARE BASED ON THE EASTERLY RIGHT-OF-VJAY
LINE OF PARKVJAY DRIVE, HAVING A BEARING OF NORTH 19041'18' EAST,
2. THE LEGAL DESCRIPTION SHOVJN HEREON VJ AS SUPPLIED TO OUR FIRM BY
THE CLIENT,
3, THIS SURVEY VJAS PREPARED VJITHOUT AN ArSTRACT OF TITLE, THERE MAY
BE ADDITIONAL REST RICTIDNS THAT ARE NOT SHOVJN ON THIS SURVEY,
4, ELEVATIONS SHOVJN HEREON ARE BASED ON THE NATIONAL GEODETIC
VERTICAL DATUM (N,G'v,D') OF 1929) MEAN SEA LEVEL = 0,00,
5. BENCHMARK - PINEL LAS COUNTY BENCHMARK MAP No, 156J BRASS
DISK IN CONCRETE POST J STAMPED 'D-3') EI..EV A TION = 5,283,
6, UNDERGROUND 1M PRO V EMENTS) IF ANY) NOT LOCATED,
7, COMMUNITY PANEL No,: 125096 0014 E
FLOOD ZONE: ZONE AE
REVISED DATE: JULY 02) 1992
.fr
LOT 10
BLOCK 'c'
(P,B. 58, PGS, 12-13)
LEGEND:
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POINT OF BEGINNING
POINT OF COMMENCEMENT
CONCRETE BLOCK STUCCO
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= REGISTERED LANiD SURVEYOR
= OFFICIAL RECORIDS BOOK
= REINFORCED CONiCRETE PIPE
= CORRIGATED METAL PIPE
= AIR CONDITIONER
= DEPARTMENT OF TRANSPORTATION
= ELEV A nON
= LICENSED BUSINIESS
= IDENnFICA nON
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
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DENOTES GROUND ELEVATIONS
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o = DENOTES W'OOD POW'ER POLE
~ = DENOTES CONCRETE LIGHT POLE
OHW' = DENOTES OVERHEAD W'IRES
* = DENOTES PALM TREE, SIZE AS NOTED
o = DENOTES CONCRETE BOLLARDS
15.3'
.3' (TYPICAL
to' (TYPICAL
DET AIL 'A'
NOT TO SCALE
BUILDING NOTCH
DET AILS
AGL~
CONSUL TANTS,;
INC,
BOUNDARY
UTILITY,;
ELEvATIDN 8x
TOPOGRAPHIC
SURvEY
SCALE, FIELD BOOKI
1 '=20' E-3
LAST DATE OF FIELD 'JDRK, MARCH 12. 2003 DRAW'N BY' PAGES,
BAK 9-12
03/26/03 CHECKED BY'
BRUCE A. KLEIN, PSM No, 5052 XXX
FLORIDA REGISTERED SURVEYOR
NOT VAUD 'WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL JOB No,1 SHEET NO,I
Of A fLORIDA LICENSED SURVEYOR AND MAPPER 030054.1 1 OF 1
ELIIA,S
ANAST ASDPDULIS
CIVIL ENGINEERS 0 PLANNERS 0 SURVEYORS
8514 OLD COUNTY ROAD No, 54
NEVI PORT RICHEY ~ FLORIDA 34653
OFFICE: 727-375-1101 FAX: 727-375-1116
LB 7240
700 SOUTH GULFVIEVI BOULEVARD
CLEARVlATER) FLORIDA 33767
DATEI
NOI
REVISIONS
BY:
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PROPOSED DUMPSTER ~DUCTION OF THE / l' :!j I \\\ '< \ ~ \ \ \ \ ~ ~
LOCATION (TO BE SHARED . j ~OE (NORTH) SETBACK ( ~ -J : II ~ ,\ . . \ I I I \ \ I I I ., ~ ...
WITH ADJACENT PROPERTY) 'FROM 10' TO 0' (TO RAMP) t J I ,. ! ~ \ '; S 3 '1\\1 I I It'
REDUCTION OF THE SIDE II \
- "" "" \ \ \ \ \ \ 1\ (NO\j.T,,";E'll' CK FROM 10' (N ORTH) SETBACK FROIA 10' r -. , I \ \ \ \ (, I I \ .c:... t!J
...- ~ \ \ \ \ V > \.1 Tq t~ I TO BUILDING) TO 5' (TO RUBBER MATTING) II I j:' " ' ~ r 1 I 1\\ \ \~,' \ \ \ 0
~ \ \ \ \ \ \( \ ) II REDUCTION OF THE SlOE I :' I , j, . ....' \II ~ ~ , II I. I I 1\ ·
~ \ \ \ \ \ f\ - I ~ x: ) . '~ , , ,<EAST) SETBACK FROM 10' II L' j \') ;' ", \\\ ~ \\ \ \ ~
~:8-.L...--\- _l--'---J.---~~----1-LJL -=- -= ::nX~{TO RUBBER MATTING) '- ~ ' \\\ \ ~\ ~ \\ \':, \ \ \ \ ,
Il~ -,- q -, ~Z2W'~ ~JIO L "j.:.'\,. r=...J .. \II Ii I I I'; I II \~
RAMP ; CANOSCAPEARE~';:; --~m2'~ 1-- L ~., \ \ A ' \\\ \ \\ fi\
- - PROPOSED w '" ~ ~fft:~~~RE 1/;- --'\ , \ 'H = J \' \ \ )1\ "Z-
ACCESS TO
PLA Y AREA
DRAIN ABLE
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: - - - - =====' ""===== _ _ _ ~'~~?...- \ \ \ \( \ k':g::;~;;', ~;,;;;,yr~(iU~
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(TYP) , 1 \ \ \ \ \ _ _ ./ / /
10' SIDE 3D" STOP SIGN &: 1 1 \ \ \ \ \\ \ \ _-L-----: -:",,~ - _ -- ./~/ \
SETBACK 24" STOP BAR (TYP.) 1 \ \ \ \ \ \ 1- _ _ ____ '-"" _ _ _ _ _ /'
1 \ \ \ \ _ _ _- _- _ ~
0' UTILITY --I \ \ \ \ \ \ ~_-\,--J---:_~--:>;:' :-,(~ _--- ~_::_--:::::::::::- --
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1.
SITE DATA
SITE ADDRESS/LOCATION
R/W
7.
FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONE 'AE' AS DEPICTED
ON FEMA FLOOD INSURANCE RATE MAP NO. 125096 0014 E
DATED JULY 2, 1992.
TYP
NE CORNER OF SOUTH GULFVIEW BLVD
AND PARKWAY DRIVE
22,216 SF 0.510 AC
T
2.
GROSS SITE AREA
THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE.
H/C
R
8.
3.
EXISTING ZONING
4.
PRESENT USE
VACANT
= 30'
9.
BUILDING HEIGHT
5.
GRAPHIC SCALE
20 0 10 20
~II
40
I
~
6
PROPOSED USE
RETAIL STORE
ALL EXISTING SIGNAGE WILL BE/HAS BEEN REMOVED. PROPOSED SIGNAGE WILL
NEED TO BE PROCESSED AS A COMPREHENSIVE SIGN PROGRAM, SINCE THERE ARE TWO
A TTACHED SIGNS. SIGNAGE MUST BE ARCHITECTURALLY INTEGRATED INTO DESIGN OF BUILDING.
10.
6.
REQUIRED BUILDING SETBACKS
FRONT
SIDE
10 FT
15 FT
( IN FEET )
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BAYWAY BLVD.
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REDUCTION OF THE FRON
(WEST) SETBACK FROM 1
TO 2' (TO BWILDIN
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o 1/ TO O' (Tf SIDEWALK) <, ' .: 1
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MATCH EXISITNG,j
SIDEWALK (TYP)
REMOVE EXISTING CONC,
SIDEWALK AND REPLACE
[REPAIR E'~ISTIN~ ~; ....
CONC. WALK IN ROW
AS NEEDED
MATCH EXISITNG
SIDEWALK (TYP)
I
PROPOSED CONC,
SIDEWALK (TYP.)
REDUCTION OF THE FRONT
(SOUTH) SETBACK FROM 15'
TO 4' ( TO PAVEMENT)
----------
-----
PROPOSED CONC.
SIDEWALK (TYP,)
-----
RELOCA TED 24'
DRIVEWA Y
-
PROPOSED CONC.
SIDEWALK (TYP,)
SOU-TH
GULFVIEW BOULEVARD
70' R/W
LEGEND
TYPICAL
HANDICAP
RADIUS
RIGHT -OF - WAY
TRAFFIC FLOW
(INFORMATIONAL ONLY)
HANDICAP PARKING
PROPOSED CURB
PROPERTY LINE
CENTER LINE
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
PALM TREE TO BE REMOVED
CONC. SIDEWALK
SITE DATA TABLE
REQUIRED
SITE PLAN NOTES:
1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB,
2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM
BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY
EAGLE CONSULTANTS., DATED 03/26/03
3. BUILDING AND SIDEWALK DIMENSIONS
ARE TO OUTSIDE EDGE OF FOUNDATION.
4. ALL TIES TO THE PROPERTY LINE ARE
BASED ON THE BOUNDARY & TOPOGRAPHIC
SURVEY.
EXISTING
22,216 SF (0.51 AC)
5,158 SF
3,373 SF
3,373 SF
PROPOSED
22,216 SF (0.51 AC :1:)
3,306 SF
7,051 SF (0.32 FAR)
7,200 SF
11 ,710 SF
18,910 SF (0.85 ISR)
23
9,210 SF (100%) _~
1,006.6 SF (11 %)
1,
2.
3.
TOTAL SITE AREA:
TOTAL OPEN SP ACE:
BUILDING AREA:
GROSS FLOOR AREA:
(W/ MEZZANINE)
PAVED AREA:
TOTAL IMPERVIOUS:
PARKING SPACES:
VEHICULAR AREA:
INTERIOR LANDSCAPED AREA:
13,685 SF
17,058 SF
15
12.200 SF (100%)
3,127 SF (14%)
1,110.80 SF (MIN.)
1.0 FAR MAX.
4.
5.
6.
7.
8.
21,105 SF (MAX.)
21,105 SF (0.95 ISR MAX.)
36 (BASED ON 7,200 SF G.F.A.)
921 SF (10%)
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CHECK BY: KEZ
ORIGINAL DATE 09/16/03
SHEET
C4.0
STORM WATER CALCULATIONS
TYP
co
IE
LEGEND
EL
ELEVA TION
TYPICAL
CLEANOUT
INVERT ELEVATION
EXISTING ELEVATION
1.
2.
REQUIRED: (~) (22.216 SF) = 926 CU FT
PROVIDED: (810 Sf a ElEV 5.80; 8..28 Sf a mv 150) (2.3 FT DEEP)
= 941.02 CU FT
GRAPHIC SCALE
20 0 10
~I
(INFEET) ~
1 inch = 20 ft. _ ____ - \
----
,.-
20
I
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I
~
PROPOSED PAVEMENT ELEVA~ON
PROPOSED SURFACE STORMWA TER FLOW
FINISH FLOOR ELEVATION
---..,....
FFE
- - - - EROSION CONTROL
-
,
D'.'
.' ~ . . .. . .
. ..',
. . .
CONCRETE PAVEMENT
----
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-
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1/ J~I/ "2 .;, ~ <{; ETAINING CURB FFE = 7.75 . I J = = J-.-J =- - ,
~".. , " . ITH HAND RAILING FLOOD PROOFED MATCH EXIST L--- ~ = = ,>,V _ ~~3\" ':'" \ "
~ 1/ ~ Jitj /lEND RETAINING ", ;FDOT INDEX NO. 280 TO 12.0' SIDEWALK II \ -= = =h'>.:" ," _ - - - 1 ~ ~ \k = ~ \ \
~ 1/ ;r" CURB , k = =- _ -_-:::l\ - - (\. \~ -" J .'\ \ , ,
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" I PAVE~ "~ ' I:f' CURB (TYP) CURB (TYP) \, \ ' , '\ _,- _, _ - _ _ - --:::::--:;./ ~
,1 L l (TYP) / ~: )I~ 11g'A~~~~W 1'---\ \, \ \\ \ \__\...-l-~;'",.-=--==-::~" _:";;~::..:;:<.~-~-- -
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~ ~I -- - - -- -- -- - - -- - - // - REMOVE EXISTlNG -- - --- _ - - ::::::-- ____
::? ...... .......u ...... ......... '-- /a_~AVEMENT _ __ _ - -== ===== --- ____ -
I --
~MAT~HE:'ST ~M~TERED END stCTI: MATCH ElaSTING ~~.~~ ~~T~dNLET MATCH ':~'ST -- ..._.. s ~ [- - - - - - - --
PAVEMENT EL = 5.80 SIDEWALK (TYP) IE = 3.50 i GRADE AT PROPERn' IE (W) = 4.10 PAVEMENT
FOOT INDEX NO~ 272 LINE (TVP) FOOT INDEX NO. 2.32 (TYP)
- -n ---2- ,y SOUTH
HIGH POINT
BAYWAY BLVD.
LP
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GULFVIEW BOULEVA/RD
EROSION CONTROL MEASURES NOTE:
PAVING. GRADING AND DRAINAGE NOTES:
701 R/W
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THlROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 400-4 AND 400-40, F.A.C.
INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129. F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
3.
1 .
SEE GENERAL NOTES SHEET FOR EROSION AND SIL TA TION CONTROL
ALONG WITH GENERAL NOTES.
SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE fJATA.
SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
2.
5. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER
AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARD
TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY.
6, ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY TO BE SODDED.
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LAE
CHECK BY: KEZ
ORIGINAL DATE 09/16/03
SHEET
C5.0
GENERAL CONSTRUCTION NOTES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929),
2. 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 LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.
4. 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 FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC, AT 1-800-432-4770.
5. 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.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION,
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH 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.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
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.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER,
14, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FDOT 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/SUBCONTRACTl R
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY At~l)
ENGINEER OF RECORD.
16, CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER, THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
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1, DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER,
4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER.
2. SOILS ENGINEER 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 CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED.
3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION.
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CLEARING AND SITE PREPARATION NOTES
WATER SYSTEM NOTES
1.
PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE. IT IS 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, ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
1 .
A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT.
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.
CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
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 OTHERWISE DIRECTED BY THE OWNER.
ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
2.
A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER.
3.
ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
4.
ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS,
3.
5.
CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
4.
6.
CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION,
THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
DETAILS.
MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
5.
7.
6.
8.
CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO 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 ANY
EXISTIING STRUCTURES FROM THE SITE.
8.
THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR/SUBCONTRACTOR SHALL
EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY
COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE
UTILl1Y COMPANIES DURING RELOCATION OPERATIONS, ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
1 ,
ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,
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 COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS,
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
2.
CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITTED TO OWNER'S ENGINEER.
PAVING AND GRADING NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL 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.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
SANITARY SEWER NOTES
1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADIE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES.
5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS,
3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO ''TERRATAPE''
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346,
SHEETS 1-7.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
AND STORM SEWERS, IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE D,PINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION.
10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC,)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SElTLlNG PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SElTLlNG POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
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STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
2.
ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
3,
PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
4.
ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5.
CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
6.
7.
8.
PROTECTION OF EXISTING STORM SEWERS 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.
9.
MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO,
CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
1 O.
1.
TESTING AND INSPECTION REQUIREMENTS
THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2.
THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
SAFE1Y NOTES
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATiON.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVIr.::S, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL 1-lIGHWAY ADMINISTRATION.
4, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL iNSPECT AND/OR ENFORCE SAFETY REGULATIONS,
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1/ 1/ :::e (I) I -' \ \ \ \ \ \, _--- - - \-_-.r-- //
" . ~ 0 1 ~ \ \ \ \ \ \ \ \ \ \-- -I- ----- _'N- :: - --- / / \
, 1,1 I ~ ~ . II~ \ \ \ \ \ \ \ _1--...1--- --r\ - 0:\".~'_::::::::':::'-- _--::::--::::/ ~
EXIS~I~ II Gf: "" : rl I b:$>~ I ~ : '~~ .-10' UTILITY __, \ \ \ \ \ \ ~ _'1..--->---'- _____,~ ~::-::i:::::r:::::::::::::-~--__----:::::::==--
FIRr:1I H DRANl ..' : L I <(:~ I ,t. ,;; I" I EAOEMENT I \ \ \ \ \ 1-- - -::::-~--->---:::::...::::::::- \ ---:.:=--::---
.." ~';" I ."-~.,, .,,_.,,-~ ' , .-...-...- "'-~ ,,- _...-"'-....~...I---.. -".-.,.. ~ ~ I I , \ \ -'--. ~- ....-:::::::,.-, --:.--- ---
l' 1/ .. ~":I - - _ _ ~.... _, ':w I I I I ' \ \ \-- - ..1- - ~..:::- - - ~..--~--- ...... - - - - -:.- -:1r- ::. - - - -
1/' 1/ - r'~'~ MElER AND "RPBP ; - - -.. - ~ .. srm - - --=- ~ 't I ---r- ,...1- - - - ~'-i .'-- - -::.:=' - \' ---
1/ I /1 ..:, ~0..'NSTALLEO BY OTY--------. -= = ........ ......, ~ = = = ~ ..... = I i-.1_J~J_J \--->--_ ~..::--- ,,:,':...;:'~- _-====-- \ ----
II /-1/ I.;;,~..." .. :31 J _ .. __ . " . , _ ___ - I ~ --,~~'~''--:'':'':''-___~-~-- _--=::==-- '. ..>>-----------
~~ ~-~~~1~~~_, r~~~~;~J~0~~~~~- ~----=====~====::::====--- ~
I ~6"~;L~LE~~6~DED ... .... :1. ..... ....... ..' . ....... \'X';1""; . ..---i'. .::~ =t = = = - - - - - - - - - - ___________ ~------- ----------------------
_ _ _ _ _ _,~~ CITY ~~C~E;:.~~TER _ _ ,0 o. ...... __ _ _ ~ _'_ ..0 _ _ _ _ _ _ _ _ '" '~':.~, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ -! _ -$'\ _ _ _ _ = _ ~_ _ ~ _ ==-----
SEWER MAIN
-3/4" WM-
BAYWAY, BLVD.
I
,
I
I
UTILITY NOTES
1.
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION
AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS
IMMEDIATEL Y.
70' R/W
2.
CONTRACTOR SHALL NOTIFY AND COORDINATE WATER
SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT.
3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT.
4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE WITH LOCAL ELECTRIC COMPANY,
5.
CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE
(TO PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE
WITH VERIZON.
FIRE PROTECTION NOTE
THERE IS AN EXISTING FIRE HYDRANT LOCATED
APPROXIMATELY 12 FEET EAST OF THE SOUTHWEST
PROPERTY CORNER ALONG SOUTH GULFVIEW BLVD
NORTH RIGHT-OF-WAY LINE.
6.
SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
7.
SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
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ORA WN BY: LAE
CHECK BY: KEZ
ORIGINAL DAlE: 09/16/03
SHEET
C6.0
',~
~<<~
II
~;;
I
_..... ~ J.1
I
t-4ANDICAPPED STALL DETAIL
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
CONC. WALK
RAMP DO""
SEE INDEXNO, 109
I'~
l~
:~~
~~
~'.
.,.
It'
f:::~
~m
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fj
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"
!I~"~..
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&11 'I
I ~'-o" I
29' -0"
.
o
I
a.
t:
12'-0"
NOTE:
All povement markings to be thermoplastic.
REV. DAlE
ttQIES:
1. Single row of Strawbales or Snt Fence to be placed prior to the start of
rough grading.
2. MAINTENANCE: All erosion and slltratlon control devices ahall be checked
regularly. especially after each rainfall and wnl be cleaned out and/or repaired
as required. J
~ LAKE
"""'--
J......
.-.--
-
\
)
~ ~bIed SlIt F_ L
/ or strawbaIM (0ptlonai) ~
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
ADJACENT
HOME
1
(PROPERTY LINE
E-.Iy .- Raw
fram aproxl~
4-5 Mrawbala
full wIcIth of R'"
(U8UCII1y 15 t.t)
::~::~I~~:~
~ CI1Y STREET J
'- CURB & GUTTER
REV.
EXPANSION JOINT
[] I I
NORMALLY 48'
MAXIMUM 50'
STRUCK JOINT
WIDTH, SEE NOTES 5 & 6 BELOW
TYPICAL SIDEWALK PLAN
i
t
1/2' BITUMINOUS STRIP
BROOM FINISH
F'\
',' :,,,. '~::~II~)"~;:;': .:.~
:~~'.~; :~'?'~:"-~Alf;;~J~.i::./).'
;~:.::.: <';?f:.r~\'.:(:;.;:
EXPANSION JOINT
STRUCK JOINT
4'
R/W
II
l/:
II
r~ SEE NOTE
o 5&6-
v ~
. ....... ~
. . . ..' . - .
~...:......;: . ~.....:...~.
12"
MINIMUM
r
1.
1..:
f-____
,~
1 11
50 MAX.
COMPACT
TYPICAL SIDEWALK SECTION
DRIVEWAY
5" RESIDENTIAL
6" COMMERCIAL
-i
- -
I'~''':: r'/r
- - - -J
l.;..;a,,-,j'.,:;r.'~>
. 11
50 MAX,
COMPACT
'.~;I
11
12 MAX,
NOTES:
TYPICAL SIDEWALK SECTION
ACROSS DRIVEWAY
'"
RAMP DO""
SEEINi5EXND. 109
CONC. WALK
II::
'"
r
~~
I1'
Ii
@
%
m
TRAFFIC WHITE I
001
I'.'
. ,
,
t'
I
--A" WlOE lRAfF1C BWE
/' SlRIPE (T'l'PICAL)
r- 6" WIDE lRAFFlC WHIlE
/ STRIPE (T'l'PICAL)
G
2" (N'"'''' 111
12' o.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD...INISTRATION
ENGINEERING
DESCRFTlDN
REDRAWN BY
A.C.
CHEa<ED BY
M.n.
APP. DESlCNED BY
M.G.
2 OF 2
TYPICAL DOUBLE
HANDICAPPED STALL
DAlE
5/99
INDEX NO.
118
2"x2" ~
2' In the IInMlnd
WI,.. lle
.. butted
tllJlItI1 tGIJether
~. .~r' :'
'.:~::]~'i9~:.,-- "
~~>'~d"0." ::~t' ~
~'A4i; ''f
~~"k"""<~'.' ,Y<:-'\'-' ~ ~
~l~' .<'.,,. -';'~-:-0,,~~0<< ~
.'.'1',.'.:' -;,'" "'-, ~,.." ,'<,
,,,;;'~/_"":"I'.__J:::t~ ,>:~."t.-:-::: ~'>.3~~'
';,::,?",,'i..:.''',. . Nl'l$$ JJ-?'" <><<f$y",,5B ~l, "v.
>':.i,:_~..-l~:'> 1'~Y~'Flf~'" T
,;~,.,,~~~ ~ ~ ~
~ ~ ~~ ~
STRAWBALE SILT BARRIER
,v. :?!f '/, "";X",, .',' %:"'\,0Y,'
. ;..:' ".~;-:-- T : ~ +~~~... '::f,..';}*< 'xt.( ..3~. ,\1-
.,.,,~/ ~/, . ~ --..38,^ '(:/Y ".,..,..,.
<;>,~<(;; kc-.~Q>;' :~/~:~:~::~..,.. ~ ~ ,.,~~~.:
Natl'- <',"" Fx", ..,....".."..,.. .,. ,. ~ <" ~
TV {{lJ.':r,:' '>' ,'.. .. ..' I.... ..... .
Soil :Y:;0:i" .:.;"."....:..:.,;.......... ~ ~.
RE~~DED . .-.c;;~?;~s~~~/i;0A:~s:;;t~~::~M{?;~'!7
PREASSEMBLED SILT FENCE
DATE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
SINGLE FAMILY HOME
EROSION CONTROL DETAIL
TEMPORARY STRAWBALE
SEnlMENT BARRIER
DATE
2/16/98
I~DEX NO,
603
1 OF 1
REDRAWN BY
PI\D
CHECKED BY
IlQ
DESIGNED BY
AJM
DESCRIPTION
APP,
EXPANSION JOINT
I I
1___ · ~I
o
EQUAL TO SIDEWALK
WIDTH (6' MAXIMUM)
i;r>;;~:~;:~: ry;;; ~
" ',- .,'. :'..' r,";.~i~~~',~i ~ ~
~~r:');~{;;~.~~.: .:~.:.'j:::~~:'::
STRUCK JOINT
REINFORCEMENT 6x6-W1,4xW1.4
SINGLE LAYER FOR 5" RESIDENTIAL
DOUBLE LAYER FOR 6" COMMERCIAL
R/W
12"
MINIMUM
I
I
I
PROP .-
GRADE
1, SIDEWALKS SHALL HAVE TOOLED EDGES.
2, CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4, EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN,
5, SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED.
6. SIDEWALKS ABUTTING CURB: 6' MINIMUM WIDTH, W/EXPANSION JOINT AT CURB.
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
t "-0- t
./~
/10
.
~
I
~ 01
.
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/B- THICK SHEET
ALUMINUM
BLACK BORDER
& LETTERS
WHITE BACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
10
.
BLACK BORDER
& LETTERS
WHITE BACKGROUND
$255 FINE
F.S. 318.14
01
.
ALL LETTERS
,- SERIES -C-
~ -.,j
;-t I"
!II ~
~
-I-
2- HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
\^\AI\I/\~ D '~IV\I,-\V\1A\
~
~."".<JI."'_'.;: ;(1'.1 1;(1'" II' .
~ ~ ~: .....-.. >.'. ~.~~: ......... >., ~.~.
~~. ".~"'. '. ~
;............),......... "I k" ...........:..)..........:~~
;,,.-_.:.:~......-,..:.. '.1 I ....-;... - .
lill-III .~'...I I. .~.:, -III~' I I v-B-X2'-6- CONCRETE MASS,
== . - I Ia - - FINISH TOP OF MASS LEVEL
_111_ "1 I . ---:;:;>J 11- ~ WITH A SUGHT RAISED WASH
- '. . .....~I I APPROXIMATELY 1/2- ABOVE
-LJ';(I:':~ ~. A": - ~ LEVEL OF lURF /SOD,
.~ L.J .~
. ,l'
. .
. ". 01
. '. .I~ '.' . '. .
i B- t
t-JANPICAFFEP SIGN PET AIL.~,
121"
DAlE
Building Block Laid 6. From Throat
Web Horizontal.
--
Roll of 12 1/2. Guage Welded
Fence. 2.x2 Mesh, 8.-10.
Diameter Filled With J. Stone.
Spacer Block
UpclatMl FIn.
DESCRPllDN
Gravel FIller
2.xJ. Perferred \
Sill ~ )..,
NOTES:
1. Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2.x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
3. Bales of hay and sod, similarly placed.
may also be used.
REV. DATE
SOD PROPOSED RETENTION POND
-
-
10'
1 '
10'
3'
-
-
-
-
TOB - 6.00
TOB - 6.00
1~ 01
BOTTOM EL. - 3.50
POND CROSS SECTION A-A
NTS
VARIES
Spacer Block
DESCRIPTION
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD...INISTRATION
ENGINEERING
REDRAWN BY
A.C.
M,G. CH~~ BY
APP. DESlCNED BY
M.G.
TYPICAL HANDICAPPED
SIGN DETAIL
Spacer
Block
--
..
, '. :~. '1 ~~,t'." . '
. #~ \:'.:Jft~..
, -,t:;~;~~:";"
....~ ." .!:~""'. .
:~::::.:. ",;:;-'t:~.'
.....':o-,;:.~ .i....;~. ..
..:...;.... .
FTberlous Filler Material
/ / Building Block or Drilled 2.x6.
'/ L 2.x.... Timber
V,
/
DAlE
5/99
INDEX ND,
119
1 OF 1
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRAWN BY
T. L.M.
CHECKED BY
TEMPORARY SEDIMENT
TRAP AT CURB INLET
APP.
APPROVED BY
MATCH EXIST.
V GRADE
\
4"
r
PROP. -
PAV'T.
---.r 6" MIN.
MIN. SLOPE 1.0%
..
. o. .... 0'" . . o. .... 0' . . o. .... 0' . . o. .... 0" . . 0
.- .- . .-
. .., . .." . .. .. . L- .
t ~ ? :~.~V////~
~~~
THICKENED EDGE
CONCRETE SIDEWALK DETAIL
~. ,:
NTS
DATE
9/6/94
INDEX '40.
604
1 OF 1
" 'l,"
~').~
ro'
. {;)').1>'
~\~
. {;)').1>'
~\~
,,'l,"
~').~
" ?,"
~').~
NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing.
-l
f
I-
I r
I I
I I
. I I
I I
I I
-l
1- 2" min
2.1/2" min
-t
/:i
I I
I I
. I I
I I
,
--J~
.
C\l
~
...
.
C\l
~
...
L()
C\l
~
...
L()
--.l
,
7-3/'. -I:::::T
7.1/2"
L
I
L
~
#3 Bar
Typical
TYPE A
TYPE C
1 4/i/D2
REV. DAlE
Rev. Notto.
llESCRFTlDN
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MA TERIAL
~i!, ,. ->> ~"v. ~ .'
.* ~. ~
$ ."
TJ.; ..:;~.; ..~ ~~ .:-"- '...
.... .<;t 't.} ,"
I::
,
..*
" .....~ :.~ ~ <. ..
2' MIN.
FOR ADDITlONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
L .." "
" ..
~ ,,'
~~S~~ , "
..../.~~
. '. /\ ,~, '~j:~:~::';:.::~~S1~)?
"'. '.....'.:..:.,..:
BACKFILLED TRENCH
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
A TTACHING TWO SILT FENCES
. . ill] ------lTIf--
\
APPROXIMA TEL Y B
INCHES OF F1L TER
F ABRle MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
~'.' BACKFILL MATERIAL
WOOD OR h\ /
STEEL POST k:~'
1{ RUNOFF
l--:'<<.:<~..~.:...:.~.,,<~f.~~~ ~:/:' , <(",:;<,
, ''-.,/:\,' \, ~I>\:, '. . '.
'.' ...'..::,../ '<1\\ ~ />
10 INCHES ~~;*:.:~ '/~;:::::::.~::~
(MIN) ,,', 'l\! """"".'.,' APPROXIMATE
I ~~~~~s t:~~ ~EN~
~ ,.---
, --"",;
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
( ~//--
ROTATE BOTH
POSTS A T LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREATE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
t
t
~
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
~ ---
.h. ."
~~.,. --.,..."'"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD...INISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
REV. DAlE
DRAWN BY
BVO
CHEa<ED BY
B.G.
APP. DESlCNED BY
~,~.,
I~r'
'OF3
llESCRFTlDN
1" TYPE S-111
ASPHALTIC CONCRETE
l..--- 6" CRUSHED CONCRETE
~ ~ ~ ~ ~ ~ ?"? I' BASE MATERIAL
.. (0 ~ ~ ~ ~ ~ (LBR MIN. = '00)
~% /~~y ~i--12. COMPACT STABILIZED SUBGRADE
''A'Y ~ TO 98% MIN. MOD. PROCTOR VALUE
~ , ~ ~{~-Q",,(- PER ASTM D-1557 (LBR MIN. = 40)
PAVEMENT SECTION DETAIL
NTS
ro'
~
REDRAWN BY
Novo
CHEa<ED BY
G.L.B.
APP. DE~~. BY
R.G.
" 'l,'
~').~
o
.
C\l
~
...
t\l
#3 Bar
Typical
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
WHEEL STOPS
REINFORCED CONCRETE
()
'Z
Uz
ZZ
-S
~L
V)
uJuJ
f--5
<{o
U~
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<{o
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U~
<{S
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tL r"2
1: uJ <0
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f--~g~
uJ ~ ~~
,,) ::3-
~.....J :;::t;:j
> 5: t
U 6<
_ V1
<
~
DAlE
7/92
INDEX ND,
117
1 OF 1
~ ""
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F- ~ (Y')
U~r-J
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00
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.... _ z: W
.~ ~~'~~/. ~~.
~~',
~ ----,--~
" '--.
DRAWN BY: LAE
CHECK BY: KEZ
ORIGINAL DATE: 09/16/03
SHEET
C7.0
.!;
i.........
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00 l(j <
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('<'i .<,
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5" 1"
- Il......--- 1-1/2"R r Wearing
-3 -1.~.(f <<,
>- OJ t ;;); ~ .:-; ---.i
~ c: ~ l':\,. <3' "vfV x x x x x x x x
-g ~ ~), p. ~ J
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/~ 6" 7"
~... ..... .~~~~~
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-
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- 4" Drop at All Drives
-
C\l
r Wearing
Surface
xxxx
-
v
--
....
--
Base
NOTE: When used on high side of roadways, the cross
slope of the gutter shall match the cross slope
of the adjacent pavement and the thickness of the
lip shall be 6", unless otherwise shown on plans.
STRAIGHT CURB
-
CD
3'
I r Back of Curb
~~
/~I
Construction Symmetrical
----About Driveway e
x x x ~ X x/X X ~ ^~
Face of J ~ ""-
Curb ....
Wearing
Surface
31 TRANSITION AT DRIVES
I 5"
A
~
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~~~ r
~ @ -g
u en 0
g, 5 CD
(/) CD
V l!')
..- .-
"0
c:
o
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,
_I
N
TYPE C
Straight Bars 2"x
Reticuline Bars
I" J"
Bands ~ x 4
Approx. Weight 100 Lbs.
3"
R
I" 3"
ltxR
2'-4"
2" 11" 11" 2"
~~l -=- ~ r11 ~ ~"
-
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o
I
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o
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-I"')
TYPE I CURB
NOTES:
1. There shall be a 1/2" seal joint
between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi,
with
fiber esh r einfocai'nol' CLEARWATER, FLORIDA
PUBLIC WORKS ADt.AINISTRATION
ENGINEERING
4/V/02
REDRAWN BY
Novo
CHEO<EIl BY
W.J.S.
OESlClNED BY
C.II.H.
TYPICAL CURB CROSS
SEcn ONS
R.v, Not.
R.a.
APP.
DATE
DESCRP110N
3'-4"
ao
in
J"
24
2'-0"
I"
_!.4
-- ~
D
LJ'}
I
":q-
II
.-
I
'rt1
8"
-
8"
-
~I
PLAN
5r~1
I
~
I
3'-4"
2' -0"
ptsf
I~
t
Grate -A 0-
2" CI.
-
\..... Eye Bolt
See Index 201
u
D
N
~
~#4 Bars @
12" Ctrs.
II
00
I
1 ----
~
SECTION
TYPE C
Recommended Maximum Pipe Size:
2' -0" Wall-18" Pipe
3'-1" Wall-24- Pipe
FOOT TYPE "C' (FOOT NO. 232)
DATE
2/91
INDEX NO.
101
1 OF 2
rconcrete block wi
c ____ ______~~~~~ ___________ Co ~__________~~.~~~______ _____ st"ceo (T1O.) ~i:5 b~:~a~i~~ntin"o",
.1.1 I 1.1 I 1.1 1..11.1 1.1 I 1.1 I.
i--~l---- lQ 1- i----------------lQ----l
I 6" dia. Steel I - I I
. : bollards :..:.. .: : .
? conc. Filled (typ't,....; I <f ? <f
10'08"4 I ~I 1- I I
I (,) .... I I I
I c: Ql 1_ I I
~I 8.0 ~~ 1'.1 I.
I ~ ~ Ui a. I I I
48- I <0 en 12 ' I - I I
Max clearance min, -
<:,-?
4'
tl)jt)
S' . ~e~r
tl)jt) Ic:I~t)t'
. Arte ~QI St
rlQ1 .
St.
<0>
CONC,
SIDEWALK
Match Existing if
Existing SIdewalk
~
Grass Planting or Other
Non-walk,ng7
6" 6- Vertical Curb
in Transition
Grass Planting or other
Non-Walking Surface~
6-
C'~
c:::'
4'/5'
+
RAMP CURB II
<.'" <
~J \Z
.7 "'-- = =
--- --------~---
I Remove Back of Curb I" Flow Line
if Existing
~ c+.. <0,.
C!Ib~ ~.s- ~ ~
;so o'l: <-: ~ <<"
"'C;.c- Q /
G>.s- .... Cl C'~~. %
4-'~ G-"'CS l!>.s- <9
~.s- <:(I.-f>~
~ ...oG>~_o~
'"'?C5J:>.... ~
~~~
"9"<-"f-
Exist. Type I Curb
:...:' -;1
~
RETURNED CURB RAMPS
If "x- is less than 48- then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
CURB
TRANSITION
CURB
TRANSITION
VALLEY GUTTER CURB
\
I
J
DROP
CURB
CONC, RAMP
I
!Ifffi .
OF SIDEWALK
BACK
~
I~~
1
./ Textured Surface
/
.~
\
I.~ : ~.
~------ I
.' :.......
. .
.". .
\4"
.
.
12:1 MAX,
ELEVATION A-A
SECTION B-B
NOlES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to com~ly with the Americans with Disabilities Act.
2, Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic DeSign Standards, Detail 304
Or Most Recent Modifications,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.AINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRAWN BY
P,W.D.
CHEacEIl BY
T.C,J.
DESlClNED BY
C.M,H.
,Dt;,TE
1/93
INOEll NO.
109
2OF3
., 14 /95
sometrlc \/l.ew redrawn
1/95
Added note
REV,
DATE
llESCRPT10N
APP.
NOTE S:
CONCRETE MASONRY WALL CONS1RUCTlON
1,) WALLS
0,) New construction: moximum 6'-0' high and constructed of
concrete block (S-xB-x16-), Materials used should be consistent
with those used In the construction of and architectural st}'le of
the princIpal buildIng. (Section 3-B02 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.
Materials, conBtructlon and quantity control of masonry shall be In accordance
with Uniform Building Code (UBC), Chapter 24. General conditions ond
construction requIrements shall be applied as specified In UBC, Section 2404 (f),
during grouted masonry work.
2.) FOOTINGS
S-x16- concrete w/2- #5 continuous rebar Imbedded,
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grode 60, Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held In posItion at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, It shall not be sloped
more thon 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..
4, Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with 0 minimum compressIve strength of 1,900
PSI.
3.) CONCRETE SLAB
Monolithic, min. 6- thickneBs w/imbedded 6-x6-/ 10x10 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 comer and
every 4' O.C.
5, Mortar sholl be type M or S. In accordance with ASTM C-270, Place all
masonry In running bond wIth 3/B- mortar joints, Provide complete coverage
foce shell mortar bedding, horizontal and vertical.
6, Coarse grout shall conform to ASTM C-476, with a maximum aggregote size
of 3/S-, B- to 10- slump, and 0 mInImum compressive strength of 2,500 PSI at
28 doys.
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 mln, 3- diameter galvanized steel post,
(Gates and post constructed and Installed per applicable building
code by licensed fence contractor),
7, MInimum 3- X 3- clean-out holeB (saw-cut) are required at the bottom course
of all cells to verify grout placB-nent. Clean-outs shall be sealed after
masonry Inspection-provided in accordance with ACI 531-4.6, and before
grouting,
8, Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~-, mortar dropplnl]s 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 coble vibrator, FIrst
grout pour shall be stopped a minImum of 1 - 1/2- below the top of the
middle bond beam masonry,
6.) DROP PIN
1/2- dla, lS- long metal rod gate latch. Provide 3/4- dla, 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,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.AINISTRATION
ENGINEERING
,
REV.
4/V/D2
DATE
DRAWN BY
E.A.
CHEacEIl BY
D.M.
llESIClNED BY
P.H.
I t.rr
NOTES
IDt'
DATE
8/01
INOEll NO.
701
3OF3
nl
R.., Not.
R.a.
APP.
DESCRPT10N
r-T" ~
1 !~
lJ~--------
00
.
-
swing gate
(typ. )
___~_____m
I
I
I
I
I
______.-1
I
I
I
I
I
______.-1
4'
Mln,
L
o
,"-0
drop pin hole
(typ, )
o
PLAN
N.T.S.
1- ~ . 1 ~ .. / FT. MIN. V~ES EXPAlGON JOINT ~
.b>, 0'.0'1>, D'o'/> v,_, V,_, ....,. v. u
. ,0' . 0" ' O..D 1>,0 0 I> O'o't> 0'0'1> "";,.,...,,
1>-., />.;,0'1>.;,0'1>.....'001..',..' ,Db-, a
'6.' '4.' '4.' ., />-.,0/>_. ,0'/>.' 0'
'.6. . , .. 4 . I .. 4 . , .... . , eo ~ .
4" CONCRETE SIDEWAlK
(PORTl.AND CEMENT CONCRETE, CLASS 1 W/ IFlBERMESH)
1. SIDEWAlK TO BE MINIMUM 4- THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS)
2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES.
3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT.
4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND All
FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT.
5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6. BIlUMINOUS EXPANSION
STRIP.
6, MINIMUM CROSS SLOPE 1/4- TO 1'-0", MAXIMUM 1/2. TO 1'-0., OR AS DIRECTED BY THE
ENGINEER,
7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD
SPECIFK'ATIONS 128-9.2
8, DISTURBED ARfAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED
OTHERWISE.
9, SIDEWALK TO HAVE BROOM FINISH.
10. CONCRETE SHALl BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SECTION 520-8
SIDEWALK TYPIICAL SECTION
NTS
12 '
clearance min.
swing gate
(typ. )
12'
clearance min,
I
~
1.#5 at 4' cent
6'
drop pin
(typ, )
- r-
Grl'ln~
,
1 -
14z:- ..]' 6" J
B"
8"x 16" concrete
footing
wi 2- #5 rebar (typ.)
J
I I.... I ,.. I
~ 3000 p,s, i. concrete slab
with fiber mesh reinforcing
. monolit~ic, min 6"
thickness, 6"x6"1 10x10
W,W,F,
ELEVATION
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.AINISTRATION
ENGINEERING
1 4/V/02
REV. DATE
ORA WN BY
E.A.
CHEacEIl BY
D,W,
DESIGNED BY
P.H,
DUt.APSTER ENCLOSURE
SINGLE
RoIv, Not.
R.O,
APP.
DESCRIPTION
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DATE
8/01
INOEl( NO.
701
IOFJ
DRA WN BY: LAE
CHECK BY: KEZ
ORIGINAL DAlE: 09/16/03
SHEET
C7.1
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-
C\I
--
r Cleanout Plug
....._ ..,..-..... 1<7i u ~:ol nr_ __
L'-- 9 5/8" ~I
~/////~
,-
Concrete Pad 4"
Thick x l' -6" Sq.
L.C
P1
10 5/8" ~
9 7/B" --;
T7
~71
..
II--
6" or 8"- 1/8 Bend
AI
Plug
(See Note)
-
"11"
--
(\')
(\')
A
//1
/
1/:;/
-
~
1 r
II
Sewer Main J -
13 1/2" ·
.
8"
CLEANOUT
PLUG DETAIL
CLEANOUT DETAIL
N.T.S.
N.T.S. NOTE:
Cleanout plug to be
U.S. Foundry 7621
or equal.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REV,
D~TE
RE[)R~Mi BY
Aa
CHE'CKED BY
W..J.S.
~PPIADVED BY
T.C.J.
STANDARD
CLEAN OUT
(Sanitary)
OEseR I PTION
APP.
BLOWOFF DETAIL
n.t.s.
h.
Meter Box
~
"
~
Water
Valve Box
~
~
~
I'"
~4"D.I.
4" Gate
Valve~
J
.fl
~rr
'0'
'n'IlI
~
'\\
111111 1 II II . I 1111111
.//1 '-
Water Main
....~ 1
[Q
r ~~ IT L -'
:I~:L ))
~/~
~ 900 Bend
MJ X SLIP
,
--
IL---""";
--
::::::--t
t:-... J
~
~~ ~
..
II]
l ~.-
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV. DAT[
REDRAWN BY
B,V.D.
aiEacED BY
G.C.H.
APP. DClI GNED BY
A.S.B.
BLOWOFF
DETAIL
DESCRIPllON
UNDERDRAIN
CLEANOUT DETAIL
n.t.s.
~ Brass Cleanout Plug
Concrete :" 71TI ~ '''-' '<? ,
Thick x l' - 6" Sq. n
!JI
6" or 8"- 1/8 Bend
..
Plug if at Terminal
End of System ~
-
/6"
or 8" PVC Underdrain
-
~
Flow--- J..
L ow End
~
~
"'"
6" or 8" PVC Wye
Note:
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STANDARD
UNDERDRAIN
CLEAN OUT
(STORM I
Cleanouts to Face Upstream
REIllRAWN BY
B.V.D.
aiE:acED BY
IM.D.O.
APP. DESIGNED BY
R.F.G.
REV. DAT[
OESCRIPllON
D~TE
11/07/95
INDEX NO,
304
1 OF 1
OAT[
09/16/99
NDElC NO,
404
1 OF 1
O~~
3/~'0
NDElC 'NO,
221
lOF 1
SERVICE CONNECTION DETAIL
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 CONSISTENT 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 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".
Threaded Corporation
MUELLER H15008
or approved equal
(Tap at 450 Angle)
Stop
/
-~
Curb Stop
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Saddle if Required .~
See Note 5 -----""'t1t ~~
~"'~
( 'X' ,
~' '';/1'
'-=--
\
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
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1 12/22/9'
REV. W~TER SERVICE
TUB I NB TYPE
REDRAYtN BY
B.V.D.
aiEClCED BY
OAT[
01/15/92
NDElC NO,
401
1 OF 3
BCIi
WATER MAIN SERVICE
CONNECTION DETAIL
REV. DAT[
APP. DESIGNED BY
DESCRIPllON
TYPICAL VALVE SETTING
n.t.s.
~~
Ad j ustable_______. ~v
Valve Box ________
II)
c:
'.-1
co
==
t..
c: 0
'.-1 'I-
== t..
Q)
- >
(0 0
, c..>
When Valve Occurs in RO.dWaY,~
set Base on 10-Common Brick. ""
) \_~d'
/~ ~ n II n I II~'
~ ~..~ ~
_---J ~~__ ~,
/" ~ Water Main
Mech. Joint Valv~ ~
Restraining Joint
'I-
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
S ETTI NG
CROSS. SECTION
REDRAYtN BY
B.V.D.
aiEClCED BY
OAT[
01/15/92
NDElC NO.
402
1 OF 4
REV. OAT[
APP. DESIGNED BY
G-:-C.H.
DESCRIPllON
DUCTILE
IRON
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND INLET AND OUTLET
2, TEE - ALL BRANCHES
3. OFFSETS. INLET AND OUTLET
4. CAPS
5, PLUGS
6, DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restraining Gasket
(TY~
.I~
Thrust Restraint (Typ.)
L
~ I
~
(~
~
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG.
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
~ = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY WRAPPED PIPE
DO NOT USE FOR
VERTICAL OFFSETS
NOM.
PIPE
SIZE
4
6
8
12
16
20
ELBOWS (deg.)
11 . 2~ 22. 50 45 90
2 3 7 17
2 5 1 0 23
3 6 12 30
4 8 1 7 42
5 10 22 53
6 13 26 63
VALVE
TEES
BRANCH
18
30
42
~
~
~
THRUST
RESTRAINING
DAn:
9/02/99
NDElC NO.
403
2OF2
DEAD
END
NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST.GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
30
42
54
76
97
117
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
REDRAWN BY
B.V.D.
a1Ea<ED BY
IE1/. DAn:
",.. ~~ .BY
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Approved Backflow
Prevention Device*
Water Meter Connection
~ Ford RegulatorAdaptor
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Flow
Ford Angle
Valve (Typ. )
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t
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t
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TYPICAL SINGLE DEVICE 3/4" and 1" MODELS
NOTE:
Device must be installed level.
* APPROVED R.P. DEVICES
Hersey,Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RE~ BY TYPICAL METER SETS WI
aiEClCED BY BACKFLOW PREVENTERS
3/4" and 1" MODELS
* APPROVED DOUBLE-CHECK VALVES
Hersey,Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
REV. DAT[
DESCRIPllON
APP. DClIGNED BY
- --
b
111(( III JlXII: :11 ::0: :0:
~E ~
Tapped Flange l ~) r Brass Nipples 2" Backflow
Ball Valv/~ ~( I (Typ.) -=- / preventer
/' 1111 Ill'<< I n 11_
900 Brass Ell--"'" - -= -
BYPASS DETAIL
d
JII
Flow
(E "- Tapped Flange
f;:: "-
j!!! Ball Valve
11./
900 Brass Ell
Approved Backflow
! Preventer *
Resilient Seat Plate Strainer Resilient Seat
OS & Y Valve ~ r ~ OS & Y Valve
Flanged Tee~ * ./ Flanged Tee
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C~ 0 011 Jlk ~ ,..0 0 ~ '\ "",- Uniflange
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Supports
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E=~rn
M.J, 900 Bend~ W
d
Flow
TYPICAL COMPOUND WATER METER SET
NOTE:
1, 0 S & Y Valve Handles will be Chained and Locked,
2, Meter Sets will be Painted After Installat1on.
3, Bypass Pipe & Fittings Shall be Threaded Brass,
n.t.s.
* APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
Ames 5000 SS
Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey.Beeco Model No.2
Ames 2000 5S
Watts Model 709 or 007
Conbraco 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
900 RISE
3" ,4" and 6" MODELS
REDRAYtN BY
MJP
aiEacED BY
REV, DAT[
DESCRIPllON
APP. DESIGNED BY
P.V.C.
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
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 RESTRAINED AS DEAD ENDS
1- L ----1 ~
efII'
Megalug Restrainer (Typ.)
\.
b-....
~
~
(~
II I
a;.o.
Ebb. 1500 Series (TYP.~
ON ALL TEES, ~ MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM! SIZE USED IN SYSTEM
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
REDRAYtN BY
B.V.D
aiEClCED BY
THRUST
RESTRAINING
DEAD
END
11 . 2 5 22. 50 45 90
2 4 9 21
3 6 12 29
4 8 16 38
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
46
65
85
REV. DAT[
APP. DESIGNED BY
G.C.H.
DESCRIPllON
OAT[
02/94
NDElC NO,
405
1 OF 5
OAT[
02/94
NOEl< NO,
405
3 Of 5
OAT[
9/02/99
NOEl< NO,
403
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PLANT LIST
24 SP - SABAL PALMETTO - CABBAGE PALM - 8'-12' CTH.
188 RI- RAPHIOLEPIS INDICA-INDIA HAWTHORN - 3 GAL
6 HS - HIBISCUS ROSA SINENSIS - HIBISCUS STANDARD - 8' HT. - (2" CAL)
60 HD - HELlANTHUS DEBILlS - BEACH SUNFLOWER - 3 GAL
97 CG - CARRISA GRANDIFOLlA - NATAL PLUM - 3 GAL - (18"-24" HT.)
122 AJ - TRACHELOPSPURMUM SPP. - ASIATIC JASMINE - 1 GAL - (12" SPREAD)
-...-...-
GRAPHIC SCALE
o 10 20
2~ I I
(INFEET) ~
1 inch = 20 ~t. ______ _ \
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40
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BAYWAY BLVD.
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CENTER LINE
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
INTERIOR LANDSCAPED AREAS
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INTERIOR LANDSCAPE CALCULATIONS
- INTERIOR LANDSCAPE AREAS = 1,006.6 SF
- VEHICULAR USE AREA = 9,210 SF
- 10% REQUIRED INTERIOR LANDSCAPING = 9,210 SF X .10 = 921 SF
- 10% PROVIDED INTERIOR LANDSCAPING = 1,006.6 SF
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ORIGINAL DA1E: 09/16/03
SHEET
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BASE OF LEAF BUD
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ROOT BALL
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APPROXIMA TEL Y 2' LARGER THAN
ROOT BALL DIAMETER
FALM T~E FLANTING AND STAKING DETAIL
N.T,S,
5~AD
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FE~TILIZe~ TA6LeT5 v.
5PECIFleD. PLACe UNIFotOi1ML Y
A~UND ~T MA55 .
6ETWEEN MIDDLE A/'o.ID
6OTTOM OF ~OOT MASS
. .--... /
.'
.' "'./ .'
/
3 TO !; TIMes WIDTI-I
OF ROOT6ALL
HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
SFREAD
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~ PRUNE AND TIE FRONDS
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Do
NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3, REMOVE ALL STRING dc/OR WIRE WRAPPED AROUND TRUNK,
4. REMOVE ALL STRAPS, ROPES, WIRE, dc/OR STRINGS USED TO LIFT THE ROOTBALL
5, REMOVE ALL BURLAP dc/OR WIRE FROM THE TOP OF THE ROOT BALL
6. TOP OF ROOTBALL TO BE SET 2- BELOW FINISH SURROUNDING FINISH GRADE.
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BURLAP TO PROTECT TREE--
MINIMUM 5 LAYERS
2 NON-SLIP MET AL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH, REFER TO SPECIFICATIONS
(3) 2 x 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
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GENERAL LANDSCAPE NOTE5
NA TlVE SOIL BACKFILL OR AMENDED SOIL
AS REQUIRED BY SOIL ANAL YSIS
MULCH 3- FROM TRUNK
/ MULCH 3- DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
TRUNK 5I-IAl.L 6E STRAIGI-IT A/'o.ID
WITI-lOUT CU~S, ~e OF 5CA~,
6URNMA~ AND 600Te
COMPACTED SOIL TO PREVENT SETTLING
2"1<2"1<4' ST~
f
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2"1<2"1<4' CROSS MEMBER ~ 18,.,,..
J
2-2.5"DRYWALL SCREWS ~ ...
.--
L2"1<2"1<4' CROSS MEMBER
~
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
Q.,. / \ MIDDLE AND BOTTOM
.,.y\ ~." 'V OF ROOT MASS.
~T6Al..... ... . , " I t~ f ;r- UNDIST~RBED SOIL
...-- ~., .... l!' jl "" """'"'' / ~ 2-2"X4 STAKE WI
--TILLED AND LOOSENED ,..j ...... . lL~ LONG TAPER MIN. 1 B"
~ ' NATIVE SOIL BACKALL . . ;;, . / . .: IV' ::;: ::' UNDISTURBED
- 2"X2"X4' STAKE ~ TO 5 TIMES THE WIDTH
OF THE ROOTBALL
~
EXISTING SUBGRADE
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TREE PLANTING DETAIL
N.T.S.
MULCI4 3" FROM STEMS
3" MULCI-I LAYE~
!; LA YERe OF 6URL.AP,
!; - 2"x4"xlb" WOODEN 6ATTEN5,
CONNeCTED WITI-I 2-3/4" STeeL 6ANDS.
1. l'ns Landecape Cont.ract.or &hatl grade plant.lng bede, ae reqUIred, t.o prOVIde poelt.lve draInage and promot.e opt.lmum
plant. growth.
2. All recomml9rlded t.rSS6 and plant. mat.erla te. will be graded Be. Nure.er!:j C":frade No. I or bett.er as out.llned b!:j t.he FlorIda
Depart.ml9l"lt of' AgrIculture and Consumer Servlcee., Dlvlelon of' Flant Induetr!:j "Grad198 and Standarde f'or Nurser!:j Flante",
1t.h Edlt.lon, 1~~ a& revlesd f'rom t.lme t.o t. 1m e.
TILLeD AND Loo5ENeD
NATIVE 50IL 6ACKfl
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, : ~~? V r T V ~ ~.:---~.~, 3" MULCI-I LAyeR
: ,< ..~:?et ~.
:.. ~/:;<8;/2<~"',~~c( ;~>;r~o-c.___ EXI&TING. UNDI&TUReED 50IL
/ << <<<', <(~:>:<::;<<//:;:::;::/>:<<:</::~,,<( . /9
~. All plant.lng areae erall receive a 3" la!:Jer of' r~cled hardwood log mulch, which Ie t.o be wat.ered-In af't.er Inet.allatlon.
1. The plant. material schedule Ie preel9l"lted f'or the convenIence of' the Lande.cape Contractor. In the evl9l"lt. of a dleCrepal'lC!:J
between t.he plan and the plant. ~, t.he plan &hall prevaIl.
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2"X4" WOOD 6AACE (3 EA, MIN)
NAIL TO 6ATTeN5 .5TAKE5
3. All planting &hall be done In accordance wIth the FlorIda Nurser!:jmen'e and C":frower's Aeeoclatlons approved practlcee.
&1'1
(3) 2"x4"x36" WOODeN 5TAKES
4. All plante. ehall be f'ertlllzed with Agrlf'orm 2l'Z>-hZ)-S tablete as per the manuf'acturere. speclf'lcallons In conjLJl'lctlon with
note" S.
ROOT6AL
!;. The plantIng eorl &nail be the approximate proport.lone 0!16 f'ollow&: !;l~% eand and S0'" organIC mat.erlal coneletlng of
nat.lve peat., well-decompoeed sawdust, leaf mold and top soIL It &'~1o!I1I provIde a good pliable and t.horoughl!:l mixed
medIum with adequat.e aeratIon, draInage and water-holdIng capaclt!~. It shall also be free of alt extraneoue debrle,
euch ae root.e, st.onee, weede, etc.
FERTILlZE~ T ABLET5
AS SPECIFIED. PLACE
UNIFO~L Y A~
ROOTMAS56E~EN~
MIDDLe AND 60TTOM
OF ROOT MASS.
N.T,S.
SI-H~U6 4 GROUNDCOvER FLANTING DETAIL
IN5T ALL TOP OF ~OT eALL
3-4" A60VE FINlel-l GRAD
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N,T.S.
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PLANT SPACING DETAIL (SECTION)
N.T.S.
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MIN. 3 TIME5 THE WIDTI-I
OF TI-IE ~ooT6ALL
8. Plant.s erall meete1:ze, cont.alner, and epaclng epeclf'lcat.lone. An!:j materIal not meetIng epeclflcat.lone &hall be removed
and replaced at t.he contract.or'e expense.
TRUNK 51-1ALL BE MAINTAINED
IN A veRTICAL FOSTION
PALM PLANTfNG DET AfL
~. All tree and el'Tub locat.lone are eubJect. to change. All locat.lone &hall be approved b!:j the Clt.!:J FroJect Manager
prior t.o plantIng.
10. The Landscape Cont.ract.or ehall be ree!=,onslbte f'or examining full!:j both the slt.e and t.he bId documente. DIscrepancies
In the documef"1t.e or the actual e.lte conditIone. shall be reported t.o the Clt.!:J Project Manager
In wrItIng at t.he t.lme of' biddIng or dle.cover!:l' No account ehall be made af't.er cont.ract complet.lon for f'allure t.o report.
such condlt.lon, or for errors on t.he part of' t.he Landscape Contractor at t.he t.lme of biddIng.
N.T.5.
4112 GAUGE WIRE AND
PROTECTIve RU66E~ ~05E
11. The Landscape Cont.ract.or ehall be responerble for escurlng allnecsssar!:l applIcable permlt.e and licensee t.o perform
the work set forth In thIs plan eet and t.he specIficatIons.
12. Flant mat.erlal &ha II be bId ae epeclf'lsd LJI'llee.e LJI'lavallable, at which time the Clt.!:J Project. Manager
will be notlf'led b!:J telephone and In wrlt.lng of Int.ef"1ded changes.
13. An!:l and all questions concernIng the plan set and/or e.peclflcatlons ehall be directed to the Clt!:J Project. Manager
at (121) 062-4131.
2"X2" WOODEN eTAKE
14. There ehatt be no addltlone, delst.lone olr eubet.ltut.lone wlt.hout. the wrlt.t.ef"1 approval of' the Clt!:J Project. Manager.
IS. The Lande.cape Cont.ractor shall guarantee, In wrItIng, plant. eurvlvablllt!:j f'or a perIod of' twelve (12) months f'rom final
acceptance b!:J t.he Clt.!:J Project Manager.
l8RIGATION NOT~
16. All dlmenelons t.o be f'leld-checlc.ed b!:l the Land&cape Contractor prIor t.o landecape material Installation. Plecrepancles &hall
be reported Immedlatel!:j to the Clt!:j Project. Manager,
11. All materIals must be ae epeclflsd on t.he landscape plan. If materia Ie or labor do not. adhere to epeclflcatlons, the!:j will
be rejected b!:j t.he Clt.!:j Project Manll!Jger with proper InstallatIon carried out. b!:J Landscape Contract.or at no addlt.lonal cost.
1. A low volume Irrlgat.1on e!:Jet.sm, t.hat. provldse 1lZ>t:?;% coverage to all propoeed
planllng&, wIll be deelgned and Inet.allsd b!:J the Cont.ractor.
2. The propoeed IrrIgatIon ~etem must meet or exceed a II apt:'llcable Clt!:l code
requlremente. (I.e., Back Flow Prevent.lon, Aut.omatlc ~In enutof'f' DevIce, etc_J
3. Irrlgat.lon ehop drawlnge muet. be submltt.ed and approved b!:j owner prIor t.o t.he
Commencement. of' work.
18. All permlte neceeear!:J are to be prOVIded b!:J the Inelalllng COl'1tractor LJI'lleae otherwlee epeclflcall!:J etated In the epeclflcatlons.
1~. No cont.ract.or Identlf'lcatlon eIgne ehall be permlt.ted on t.he project, except f'or t.he project Inf'ormatlon slgne.
20. EXletlng eod shall be removsd ae neceleear!:j t.o accomodat.e new plant.lnge.
ALL SI-IRU65/GROUNDCOVE~
TO 6E TRIANGULA~ SPACING.
5EE PLANT LI5T FO~ (OC.) SPACING.
4. Irrlgat.IOl'1 e!:J&t.em muet. be Inepected and accepted b!:J owner
prIor to InstallatIon of mulch.
0. IrrlgatlOl'1 ae-bullt drawlnge, whIch accurc!ltel!:j c!Ind clearl!:J Identlf'!:l all modlf'lcatlone
4/or eubstlt.ut.lons, must. be eubmlt.t.ed prIor t.o fInal Inepectlon and accept.ance.
E>>. The exletlng S/8" wat.er meter will be utl11zed f'or thle IrrIgatIon 5!:lstsm.
1. The Landecape Contrc!lct.or must coordlnat.e the placement and power suppl!:J f'or t.he
IrrIgation control t.lmer wlt.h the Clt.!:J and t.he ~eral Contract.or.
8. The f'ollowlng Irrlgat.lon e~st.em compOl'1ent.& wilt be ut.rtlzed, per each manufact.urere'
speclflcat.lons.
Toro-Netaf'lm TechLlne 5elf CleanIng, Freeeure-Compeneat.lng EmItter LIne
I-4A~IE - R.alndlal E>> 5t.atlon Outdoor Control TImer
Rlchdale - 214AFR I" Elect.rlc Valve
Amt.ec - 1lZ>" Round Valve 60x.
5l-lfOaJ6S AND TREES
All trsss and e1Tubs e.hall bs fsrtlllzsd wIth "Agrlform" 212)-1!;-!; plantll'1g
tablete. at time of 1netallatron and I=""IQr to completron of pIt
back.frlllng. Tablets aha II be placed UI'1If'orml!:j around the root maee at
a depth that la between the middle and bottom of the root ma&a.
APPLICATION RATE.
1 Ga lion can: I - 21 gram tabtel
3 Gallon can. 2 - 21 gram tablete.
!; Gallon can: 3 - 21 gram tablete
1 Gallon can; 4 - 21 gram tablsta
Tree&: 3 - :21 gram tableta each 112" of' caHper
Palma: 1 - 21 gram tablets
21. An!:J exletlng eod areas that are unnecesearrl!:J dlet.urbed durIng the lande.cape InstallatIon &hall be resodded to
match exIsting.
22. The Landecape Cont.ract.or wIll be reeponelble for the collectIon, removal, and proper dlspoeal of' an!:J and all debrIs
generatsd during the Ineta lIat.lon of t.t1le project..
FERTILlZA TION
18" MIN. SETBACK FOR e~RUBS
. GROUNDCOVERe
6ACK OF CURe/
BED LINe
c:.~COvE~ AREAS
All groLJl'ldc::ovsr areas ehall recelvs fert.lllzatlon wIth "Ozmocots"
tIme releae.e fertrl1zer ae per manufact.urer's epeclf'lcatIOl'\&.
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(1' OVE~ ROOT 6ALL-r ~.
~~~=: T:~~':EV:iti,.i : \1 ., .. t~;':'!;Ci1!V FINISH GRADE
~T 6AlL DiAMeTER ~t-<.T>;"!LP,
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. ~~.;"..:n);;'.:~~ --COMPACTeD eolL TO
MINIMIZE 5ETTl.ING
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DRAWN ~Y: LAE ALG
CHECK BY: KEZ KEZ
ORIGINAL DATE: O~'Q1~03
SHEET
C9.1
SEC1r'JI.ON 17, 1r'OWNSHIJI..1> 29 SOUr'JI....H, ItANGE 15 EAS'I"', ]PJI.NELLAS COUNr'Jl"'Y, ]FLOltIDA
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL I:
LOTS 11 AND 12, BL OCK C "BAYS I DE SHORE". ACCORD I NG TO THE MAP OR PLAT
THEREOF, AS RECORDED IN PLAT BOOK 58, PAGES 12 AND 13 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL I I:
LOT 13, BLOCK E. "BAYSIDE SUBDIVISION No.6. UNIT B". ACCORDING TO THE
MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 55. PAGES 17 AND 18. OF
THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.
TOGETHER WITH: (VACATED RIGHT-OF-WAY AND EASEMENTS O.R.B. 4415. PAGES 416-417)
THE NORTH 15.00 FEET OF SOUTH GULFVIE\I BOULEVARD RIGHT-OF-WAY LYING SOUTH
OF AND ADJACENT TO SAID LOT 13, BLOCK E. "BAYS IDE SUBDIVISION, No.6, UNIT B",
TOGE THER WITH:
THE FIVE FOOT (5") EASEMENT L Y I NG ALOfJG THE NORTH S I DE OF SA I D LOTS 11 AND 12,
BLOCK C. "BAYS IDE SHORES SUBDIVISION"; AND
THE THREE FOOT (3') EASEMENT L Y I NG ALlJNG THE NORTH S I DE OF SA I D LOT 13, BLOCK E
"BAYS IDE SUBDIVISION. No.6. UNIT B".
CONTAINING 0.510 ACRES MORE OR LESS.
/
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P.O.B.
P.O.C.
C.B.S.
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FPIP
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LOT 1
BLOCK "C"
(P.B. 58. PGS. 12-13)
LOT 3
BLOCK "C"
(P.B. 58. PGS. 12-13)
~
LOT 2
BLOCK "C"
(P.B. 58. PGS. 12-13)
FCM 3"x3"
(NO ID)
7"
~ 8" S780 J5'
.~ - S780 J8"E
':/)Y-- - ~'JO"E 66.66'(C)
- ~.79'(p)
-
IQY
'07
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LB 3889 S'/2o 528'21"1:-
y: ' -- J'10" ~ 60 J
./)Y!/ \ ~ 'E: 60' 9'(e')
-- .22'(.p
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14".//" --
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10
NorES:
1. BEAR I NG SHOWN HEREON ARE BASED ON lHE EASTERL Y RIGHT-OF -WA Y
LINE OF PARKWAY DRIVE. HAVING A BEmlNG OF NORTH 19041'18" EAST.
2. THE LEGAL DESCRIPTION SHOWN HEREON WAS SUPPLIED TO OUR FIRM BY
THE CLIENT.
3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY
BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
4. ELEVATIONS SHOWN HEREON ARE BASED I~ THE NATIONAL GEODETIC
VERTICAL DATUIM (N.G.V.D.) OF 1929, i,1EAN SEA LEVEL = 0.00.
5. BENCHMARK - P I NELL AS COUNTY BENCHM,liiK MAP No. 156. BRASS
OISK IN CONCRETE POST. STAMPED "D_~u. ELEVATION = 5.283.
6. UNDERGROUND IIMPROVEMENTS. IF ANY, NOT LOCATED.
7. COMMUN I TY PANEL No.: 125096 001.1 E
FLOOD ZONE: ZONE AE
REVISED DATE: JULY 02, l'J92
y
LOT 10
BLOCK "C"
(P.B. 58. PGS. 12-13)
LEGEND:
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-
VACATED
RIGHT -OF -WAY
PER O,R,B, 4415,
~ PGS. 416-418)
----
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EASETiUry
_ MENr
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(1) STOR
MASo Y
BUtLD~~Y
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= CONCRETE BLOCK STUCCO
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= REGISTERED LAND SURVEYOR
= OFFICIAL RECORDS BOOK
= REINFORCED CONCRETE PIPE
= CORRIGATED METAL PIPE
= AIR CONDITIONER
= DEPARTMENT OF TRANSPORTATION
= ELEVATIONI
= LICENSED BUSINESS
= IDENTIFICATION
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATE.D
= FOUND
= DENOTES GROUND ELEVATIONS
= DENOTES ~OOD POWER POLE
= DENOTES CONCRETE LIGHT POLE
= DENOTES OVERHEAD WIRES
= DENOTES PALM TREE, SIZE AS NOTED
. = DENOTES CONCRETE BOLLARDS
15,3'
0.3' (Ty
PtCAU
to' <TYPICAL>
DET AIL II A"
NOT TO SCALE
BUILDING NOTCH
DET AILS
ELIIAS ANAST ASOPOULIS
EAGLE CONS7fJLTA..NTS9 INCo
CIVIL ENGINEERS . PLANNERS . SURVEYORS
8514 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-375-1101 FAX: 727-375-1116
LB 7240
700 SOUTH GULF VIEW BOULE V ARD
CLEARWATER, FLORIDA 33767
DATE:
No:
BY:
REV I S IONS
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20
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40
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't' ' ", 1 ^ SCALE:
,(J' . ':;'" 1"=20'
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LA~ DAT~ OfJ'FIELD ORK: ~RCH~f~,':2003 DRAWN BY:
, ' ~. , ( r I 'I BAK
, ,\ II .J . ,," ,
:.f.> .' ' ; J ~,
- - "..' 03/26/03 CHECKED BY:
BRUCE A. KLEIN. PS!A' No:- 52 r:~: XXX
FLORIDA REGISTERED SURVEYOR . ".1 .
NOT VALID WITHOUT T/itrSIGI4ATURE ,AHO OR'li,lttAL RAISED SEAL JOB No.: 030054,1
OF A FLORIDA LICENSED SURVEY!lR ~D WAPPER
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