FL00-12-64
FL 00-12-64
FAIRFIELD INN
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3070 GULF TO BAY BLVD
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LEGAL DESCRIPTION
PARCEL 1:
The South 1 /2 of the Southeast 1 /4 of the Southwest 1/4 of
the Northwest 1/4 of Section 16, Township 29 South, Range
16 East, Pinellas County, Florida, less that part thereof lying
wit hi n 50 fee t 0 f the c e n t e rl in e 0 f S tat e R oa d 60, Ie s s the
South 270 feet of the East 300 feet thereof, and less the
East 33 feet and the West 30 feet thereof for streets. ALSO,
Lots 18 to 23 inclusive, in Block 3, Bayview Terrace, according
to the plat th~reof recorded in Plat Book 12, Page 63, public
records of Pinellas County, Florida, and Lot 1 of Majors Manor,
according to the plat thereof recorded in Plat Book 37, Page
84, public records of Pinellas County, Florida; together with
vacated Carolina Street abutting all of said lots on the South.
LESS and EXCEPT those parts thereof described' in Orders of
Taking recorded in O.R. Book 6860, Page 2371, a.R. Book
7041, Page 1238, O.R. Book 7222, Page 2107, public records
of Pinellas Coun ty, Florida.
PARCEL 2:
The South 270 feet of the East 300 feet of the South 1/2
of SE 1/4 of SW 1/4 of NW 1/4 of Section 16, Township 29
South, Range 16 East;
LESS: the South 50 feet thereof for Right-of-Way of Gulf-
to-Bay Boulevard (State Road 60);
AND LESS the East 33 feet thereof for Right-of-Way of
Haines Road (State Road 593) Pinellas County, Florida;
AND LESS that part of the Property taken by condemnation
by Pinellas County as set forth in "Stipulated Final Judgement
As To Parcel Nos. 100 & 748" dated June 27,1990 in the
action instituted in the Circuit Court for Pinel/as County,
Florida Circuit Civil No. 88-11678-20.
FLOOD ZONE INFORMA liON
PROPERTY LIES IN FLOOD ZONE AE, (BASE EL= 10' ) , AS PER
FIRM COMMUNITY PANEL No. 125096 - 0018D, CITY OF CLEAR-
WATER, FLORIDA; MAP REVISED 8/19/91.
...:
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SECTION 16 , TOWNSHIP 29 S, RANGE 16 E
CITY OF CLEARW A TER
PINELLAS COUNTY, FLORIDA
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S,ITE DATA
EXISTING (E)
----
lq "W1l'U~ 1 ~1
PROPOSED (P)
TOTAL (E+P)
REQUIRED
:Jill r.~ ..LU", ~
ZONING:
___ _.COMMER<:'~~ ~STR~CT (~~ _ COMMERCIAL DISTRICT (C)__~E~CIA.!:..~Tj~_____ ,...
--
-~-----....-......--...~ 'II"
LAND USE:
COMMERCIAL
COMMERCIAL
COMMERCIAL
'"II '/It. .l.1. tl IF ""'_
---~"""""'"~.--~ ......-------~......- .. t.1f'~
.. "'~-.......-.,..~~-~..
USAGE:
TRAILER PARK HOTEL HOTEL PERMITTED USE
-- ------ -'_..._~"---------,-,-- .-.-----~-------.~-- r--'-~- '~~ .. __
......... AI... ~
LOT AREA:
187,466 S.F.
4.3ac.
---.......--..._~~~.~-.. ~~l""--
1 87,466 S.F.
SAME 4.3ac. 20,000-40,000 S.F. MIN.
'iT~ ~-"""""~~il'4to1riM:O"~~"'-~""",_~~~,IW.:I~~~~~~~";\jl. 4..
14,130 S.F. 14,130 S.F.
7.54% 7.54%
"---___,w.
BUILDING COVERAGE:
(S.F. & % OF GROSS SITE)
....-w-.... J._~
GROSS FLOOR AREA (S.r.):
F.A.R.:
1,524 S.F.
70 MOBILE HOME SITES
40% MAX
--,.._---~------"-. -------,._---_...._~ ~-----_..._----
1,524 S.F.
70 MOBILE HOME SITES
69,625 S.F.
0.37
69,625 S.F.
0.37
0.55 MAX
~~- ~ IW_~
-, '-, -
FRONT:
........~- ~...---'"'"...~
_MW.____,,_ _w__.__ N'''_
33'
280'
280'
---
25' MIN
SETBACKS:
~--l-'--~_. w
""~"'_f __~__~~I___
---------~--,
SIDE:
155'
148'
66' 66' 10' -20' MIN
.... ---.- .' -----...- "------,-----,----- --~--,------_._-
30 UNITS/ AC 30 UNITS/ AC 40 UNITS/ AC
95'
95'
0' -10' MIN
..----.......--......0-... ,,::..;. ~~.
REAR:
----'-----.......~----
-----~
DENSITY
~.<Ioll. ___...........~ ...__________ ___"""'-.______
---- -----
* HEIGHT:
*50' *50'
25 -50'
- .llIr .... .. lot,.........._--.w__
PAVED VEHICULAR USE AREA:
(V.U.A.)
------,'-----..--
~.-..,..,.~-....-~--.--..~_Io'. ~___~ --.-
29,086 S.F.
39,010 S.F.
0.21
61,904 S.F.
61,904 S.F. ___
--..------.-- --------.r--~".. ",,"~__ _."
IMPERVIOUS SURFACE RATIO:
(I.S.R.)
84,185 S.F.
0.45
84,185 S.F.
0.45
0.95 MAX.
~~~..... .....-
OPEN SPACE:
(S.F. & % OF GROSS SITE)
111I .- ... . ~.. '""I 1 ""-_....
PARKING LOT INTERIOR LANDSCAPING:
(s.r. & % OF V.U.A.)
,..,... IL Illilll _
----...-~ -.;.~,.....~ II 1 .lijl;l.. _______~.. ~~
"tiI1lllL ~14_--"'-__~'_""''''''''''''''ftl, ~_l'<t~
.... --"""---"
148,456 S.F. 103,281 S.F. 103,281 S.F.
79% 0.55 0.55
'. ---- i"-----___,_~_,__~_~ __.____..__~___
5%
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7,955 S.F. 7,955 S.F.
(12.8%) (12.8%)
.''''_~o~_ ---"~~~_-"--_--....----.._.,.., "M__~__........----......""""",-_~
1 0% MIN.
PARKING:
129 SPACES
127 SPACES
129 SPACES
-~---~
PARKING CALCULATIONS:
HOTEL - 1 SPACE PER ROOM = 127 ROOMS =
INCLUDES 6 He SPACES.
SPACES
127
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* FLEXIBLE 5T ANDARD DEVELOPMENT
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LEGEND
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
NEW STORM SEWER
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+ 10.00
-----10----
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-------
NEW UNDERDRAIN
EXIST. SAN. SEWER
1.......................,
-'-'_1_'-1_1_'_
NEW SAN. SEWER
_1.'.1.'.1.1_'.
EXIST. WATER SERVICE
... .. .. - . . - . . .. . . .. .. ~ . ....
NEW WATER SERVICE
NEW INLET
.................
II
.
NEW SAN. MANHOLE
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
C.O.
_1.'.'-f!J-'.'.,.
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION \ A
OF NEW UTILl1Y TO EXIST. ~
M METER
B.F.P.D. BACKFLOW PREVENTION DEVICE
F.H.A. FIRE HYDRANT ASSEMBLY
F.O.C. FIRE DEPARTMENT CONNECTION
T.B.O. TEMPORARY BLOW-OFF
T.&V. TAP AND VALVE
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INDEX OF SHEETS
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NES Comm.: 9916
I Drawn By: I.B. i
Checked By: H.G.
5/1/00
Descri tion
CITY COMMENTS
ER FOOT COMMENT
~ PERMITTING & BIDDING
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THIS DRAWING IS AN INSTRUMENT OFS.ERVlCE AND ,SHA.li' REMAlN':THE"PROPER1Y OF THE
ENGINEER, AND SHALL NOT BE REPRODU.CEDl' PUaUSHW,dpRJJ$.m IN' Nf( WAY WITHOUT
THE CONSENT OF THE ENGINE~.,' P .' . . ..' "@cqPY~f$ft"999, C'~~,.NOT PUBLISHED
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. :, ."",.",",""','"',',',.,,',,, , l" " :',,' ..&.;, ',.r " &. ~,,~i ,F,) ..(,'~" ,'~ ,,' ~,..::~ .... 'j, '< "'~,
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COPIES OF T.HESE .PLAt)S~: ARE (NOT VALlO l,JNLESS
EMBOSSED V!ITW"THE, $lGNINP ENGIN.Effi'SSEAL
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C1.1
8.W.F.W.fA.D. I EROSION CONTROL NOTES
1. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING,
2. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTI1Y
IN PARTS OFF SITE.
3. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS OR BETTER.
4. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE COMPACTED TO 90% OF
MAX DENSI1Y AND STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE
EROSION AND PROTECT THE STORMWATER BASIN.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS. PERIMETER BERMS,
FILTER FENCES, 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 WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND AL1ERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINllY 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.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLlNG
ANY PERMANENT SUBDRAJN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC.. INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF 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
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIR1Y (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAlRED AS REQUIRED.
7. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 40D-40 F.A.C. CAN RESULT IN A PENAL1Y NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
FILTER MEDIUM SPECIFICATIONS
1. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, OR APPROVED EQUAL,
APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D.E.P. RULES.
THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY AND
ORGANIC MATTER) AND HAVE AN EFFE~TIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS
IN DIAMETER; AN UNIFORMflY COEFFfCIENT OF 1.5 OR GREATER, AND A PERMEAB1LllY
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED
PRIOR TO PURCHASE AND/OR DELJVERY TO THE JOB SITE.
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2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135. OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
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4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAJN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILJlY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL, FROM THE CONTRACTOR.
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WATER SYSTEM NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 JNCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS lARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAJNS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7, ALL FITTINGS 2" AND SMALLER SHALL BE SCHElDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509,
9, ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
12. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2, NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
8E PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS, CONTRACTOR TO PERFORM CHLORINATION,
SAMPLING OF NEVv WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PU8LJC HEALTH UNIT
HAS BEEN ISSUED,
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRAVJTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO
A MINIMUM VERTICAL D!STANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE
AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT
THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING
WITH NO LESS THAN! 0 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH
SEPARATION CANNOT 8E MAINTAINED, WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE
IRON PIPE MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING.
HORIZONTALSF-PARATION BETWEEN PARALLEL LINES:
A) GRAVI1Y SEWERS 3HALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL MEASURED FROM EDGE TO
EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT SEPARATION, THE
WATERMAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
B) FORCE MAINS SHALL BE INSTALLED AT LEAST 10FT. HORIZONTALLY FROM ANY EXISTING
OR PROPOSED WATER MAIN.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLAINS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, 0 R SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APIPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED,
3. ALL STORM SEWER PIPE SHALL BE REINFORCED COI\~CRETE ClASS N: (ASTM C-76)
UNLESS OTHERWISE NOTED ON PlANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO SDR 35 UNLESS OTHERWISE
NOTED,
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6, THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND BANK AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING' DRAINAGE TESTING AN,D INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEN~ SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING COt'-~STRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), ilNLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS ON ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PI PING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECO~D DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
., V--y"'19
""..~....,..r..........._.,_,.<'-'~'~~-.......~.......".....-'"~....__......~..,.'....".I~..,,!'f~.~~~_.......~~~_...,..~~.-..-..~
PINELLAS COUNTY RIGH~r Of WAY NOTES
1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO. 700.
2. ALL R.O.W. INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUN1Y LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICESj
REFERENCE FDOT INDEXES 600 THRU 650.
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING, NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99(100%).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM
DENSI1Y AND SODDED,
8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RElATED
DAMAGE, IN THE OPINION OF PINELlAS COUN1Y HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNlY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAl.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT,
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALKj ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAlLY AS PART OF DAILY CLEAN-UP.
12. SAW CUT EXISTING EDGE-OF -PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSllY AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUN1Y HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
WORK IN FOOT RIGHTS-Of-WAY
1. DRIVEWAY TO BE CONSTRUCTED TO FDOT INDEX 700.
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FDOT INDEX # 104 &
105.
3. GUARDRAJLS SHALL CONFORM TO FDOT INDEX #400.
4. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLASTIC AND MEET
ACCORDING TO THE FDOT SPECIFICATION SECTION 711
5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 706.
6. ALL SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FDOT
SPECIFICATIONS SECTION 700.
7, REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FDOT
STANDARD INDEX NO. 17352.
8. STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 17346.
9. SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 11860 AND SHALL BE PlACED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 17302.
10. SIGNING AND STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVice; (MUTCD),
11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY SHALL CONFORM TO:
A) FLORIDA DEPARTMENT OF TRANSPORTATION STAND,6,RD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTIU1Y OPERAT10NS
ON THE STATE HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),(ENGLlSH
(aka: STANDARD INDEX). COMPLIANCE WITH ALL APPliCABLE INDICES IS
REQUIRED.
C,) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION
MANUAL, VOLUME I, CHAPTER 2 & 25.
D.) FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN
MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REH,4.BILlTATION (JANUARY, 2000)
12. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE
DEPARTMENT PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR
THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE L1ABIU1Y INSURANCE
POLlCY IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE
CHAPTER 14-96.007(5)(C)6.
13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPOIUATION - LOCAL
MAlNTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL PINELLAS MAINTENANCE; B.ABENNETT, P.E. AT (727)570-5101
14. MAINTENANCE OF TRAFFIC FOR THE WORK TO BE PERFORMED WITHIN THE FDOT
RIGHT-OF-WAY IS TO BE PERFORMED IN ACCORDANCE WITH STANDARD INDEX 600 & 601.
NO LANE CLOSURES ARE PERMITTED BETWEEN THE HOURS OF 5;00 AM AND 9:00 PM,
UNLESS APPROVAL IS GRANTED 8Y THE LOCAL MAINTENANCE OFFICE.
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-"17C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321,
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151), DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVI1Y MAINS OR SANITARY SEWER FORC~MAINS THAT
REQUIRE D.!.P, ARE TO BE POLYUNED OR EPOXY LINED,
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURiSDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILl1Y.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAl. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILl1Y,
l.-___~~~_.,.___~......"..;
I> ."........___________
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2, THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FDOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL is LESS
THAN lWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPER1Y SHALL CONSIST OF 1-1/2" ASPHALT,
lYPE S-3, ON 6" LlMEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENS/lY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSI1Y PER MSHTO T -180.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL
PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILllY FOR THEIR
PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY
RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH
INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND
SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY IUNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGININING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAlR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96,
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW,
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILl1Y OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
CLEARING AND GRUBBING 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 AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILl1Y TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAlN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER AND ENGINEER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY ')GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES,
7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILllY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES, SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
-~--~--~--'"""'"";-......~._........-
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINJ1Y OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPER1Y,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
GENERAL CONSTRUCTION NOTeS
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAlLABLE
AT THE TIME OF PREPARATION OF THESE PlANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLJCTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VfCINI1Y OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSlBllI1Y 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.
9, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH RESULT FROM THIS WORK.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO 8E
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRfATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100 % MAXIMUM DENSllY AS
DETERMINED BY MSHTO T -99
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPER1Y AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PlANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION OS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
~,lULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
15, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16, THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE,
17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAJNING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED,
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
~r:ETERS, 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.
22. ALL BACKFlLL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLJNES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY.
SHALL BE COMPACTED IN ACCORDANCE WITH F.D,O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F,R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURI1Y (DLES),
24, CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LJNES, ETC., TO 5t OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILllY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTIONS OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS. BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITIEN APPROVAL FROM THE ENGINEER.
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II NES Comm.: 9916 I
I Drawn By: I.B. i
I Checked By: H.G.
5/1/00
Descri tion
CITY COMMENTS
ER FDOT COMMENT
~ PERMITTING & BIDDING
CONSTRUCTiON DOCUi\71EN
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THIS DRAWING IS AN INSTRUMENT OF SERVlC'E'~D" SHALL REMAlN~tHE PROPERlY OF THE
ENGINEER, AND SHALL "NOT ',B: E, REPR,ODUCEO"l~U8,USHf:"I},to~.U~,' O"JN, ~Nff,,', W, A,Y, W,ITHOUT
THE CONSENT OF l11E ENGINEER. ,"/ !," ' " ~..t;', <p).COI(YR)pFif~1g99', NOT,PUBUSHED
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COPIES OF THESE'.P!.ANS' 'ARE NOT VALlDUNLESS
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PRIOR TO CONSTRUCTION NOTES:
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1. CHECK BLDGS TO BE REMOVED FOR ASBESTOS
2. ERECT SILT SCREEN WHERE SHOWN ON
THE SITE PLAN PER DETAIL SHOWN ON
C6.1. MAINTAIN SILT SCREEN THROUGH OUT
CONSTRUCTION.
ERECT TREE BARRICADES.
CONTACT SUNSHINE (1-800-432-4770)
OBTAIN PERMITS
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1. REMOVE EX. SANITARY LINE NORTH
OF PROPOSED SAN.MH (SHEET C5.1)
2. EX. SAN. SEWER LINES THAT ARE
TO REMAIN SHALL BE PROTECTED
AND REMAIN UNDAMAGED.
3. ALL EX. LATERALS SHALL BE REMOVED
AND EX. SEWER LINE TO REMAIN CAPPED.
4. WHERE NEW MANHOLE TO BE ADDED,
EX. SAN SEWER LINE MUST BE
PROPERLY CUT AND SEALED.
5. EX. WATER SYSTEM LARGER THAN
3" MUST EITHER REMOVED OR
FILLED W/ FLOWABLE FILL (2000 PSI CONC.)
6. REMOVE WATER METER(S)
AND RETURN TO CITY FOR CREDIT. REMOVE
VALVES, BOXES.
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DEMOLITION NOTES
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DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
LEGEND
REMOVE:
I
CONCRETE
~ I
ASPH, & BASE
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NES Comm.: 9916
I Drawn By: I.B. I
Checked By: H.G.
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REMOVE ASPHALT AND BASE.
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REMOVE EXISTING STRUCTURE AND FOOTING,
Descri tion
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REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
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REMOVE SIGN,
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REMOVr:- POWER/LIGHT POLE & GUY WIRES;
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RELOCATE EXIST. FIRE HYDRANT.
REMOVE/RELOCATE TREE.
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REMOVE STRUCTURE.
REMOVE EXISTING CURB AND SIDEWALK.
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REMOVE EXISTING DRIVEWAY AND CURB.
ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSllY.
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D,E.P'l AND THE
CITY OF CLEARWATER.
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(AS LABELED)
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THIS DRAWING IS AN INSTRUMENT-i oF.' SERVICE AND .SHAG. REMAIN'THE PROPERlY OF THE
ENGINEER, AND SHAle NOl BE1 REP.ROqUq:O; PUBUSH(D ()R DSEU"INiANY WAY WITHOUT
THE CONSENT Ofn~~:;~NGlNE",{',.,ER,>,)6 "XiA,' ,.,,/:~,'-',',.,', '(,)"",'4!"~""":',-"",',,"~,~,"",'.@""CO,',' ,."P,',YT1,'" lOB, ,', ",T, .,~'",1.9,9,9",j:.:"'.^,{,',:",,,.N,. O',T' PUBLISHED
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COPIES O~;THE:se:', PlANS 'ARE: 'NOT VAUD UNLESS
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F.D.O.T.
INDEX 300
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_ I F~.,INDEX 30 ",
NEVI DROP CURB I ASPH -,
F.D. .T. INDEX 300 CIl, ACCEL L.ANE \ \.s1RI',t 157
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F.D.D.T. INDEX #300 .. __ r- - - -.- --
SAW CUT EXIST. PAVEMENT .~___ __ __ ...If. SOUTH BOUNDARY - SW 1/4 - NW 1/4 - SECTIOlT""To-
--'_ ---------L-- __ :.If
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: ( OVERALL )
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____~__~_____"_____---~....._ ~__~it~__...."..____=..~.....~..____"...___.....~~..=_..___<~__'*""'~~~_"'""'.,..,....,_~......... ......- ..........----.......-"~__..._._.....~....__w__"'-_----- ---------,,-..,......,.-....--,..---~~..--~~---- ~-- -......- ~ --....... -------.. -~. --- ~-- - -.. - ~...--- -
HC RAM P
F.D.O,T. INDEX 304
NEW CONC, DRIVEWAY
F,D.O.T, JNDEX 515
6" THICK CONC.
NEW DROP CURB
F.D.O,T. INDEX 300
TYPE II F" CURB &
GUTTER FROM PC TO
PT, EXCEPT FOR
HANDICAPPED RAMP.
F,D.O.T. INDEX#300
He RAMP
F.D.O.T. INDEX 304
~
~
174'
4
~
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LEGEND
l_ L_l_ L.__ L._ L. L_ L
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_ L L. L 1__ !.__ L_ L_ L_ l
_ L L. 1..._ L. L._ L_ L. L_ L
NEW BUILDING
NEW CONCRETE
6" THICK FOR
VEHle. USEt 4"
THICK FOR WALKS
NEW ASPHALT
1-1/2" THICK
NOTE: STOP SIGN / STOP BAR AND FTP-1
MAINTENANCt RESPONSIBILITY OF
PERMITTEE
SITE TRIANGLE TO CONFORM TO
FDOT INDEX 546
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II NES Comm.: 9916
1 Drawn By: I
LB. I
I Checked By: H.G. I
5/1/00
Descri tion
PER F.D.O.T.
PER CLEARWATER
(
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~ PERMITTING & BIDDING
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THIS DRAWING IS AN INSTRUMEN -,; ,- , vr, ;,~,t: "", ;f'
ENGINEER, AND SHALL NOT,:,',BE JE~R,F05,,~~~'~Ju~,~hR,R~~I1tf, P" ROPER1Y OF THE
THE CONS",. ,EN", T OF 'THEJ...E~~INE~~;i,P'~'~I'J' t .(CiCoP~Gt1""'1~gg'~Y ;,W" AY WITHOUT
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GULF TO BAY BOULEVARD (Mr VNtllt
(SfATB ROAD 60)
, ~. ,--
---------~~--
SITE TRIANGLE SCALE 1'1100'
PER FOOT INDEX 548
EX. DRY RETENTION BASIN (COUN Y)
iJ)
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5
7
9
6
6
-----v----v--
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MAINTAIN HEDGES AT
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TAPER ·
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---------------.----
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---------------
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GULF TO BAY BOULEVARD
(STATE ROAD 60)
,
-- --------- - --..- ------~-______~__v_~ .--~-.~ ~~--- -- -_.._....~~~___~ ____ ~~__----.____ _"__~........_.c_,,...._~.......___.._"_ .__~~~_____ -........__~_.~____~____~_ __ ___ ____________
HC RAMP
F.D.O.T. INDEX 304
NEW CONC. DRIVEWAY
F,D.O.T. INDEX 515
fJ l11/CK CONe.
NEW DROP CURB
F,D.O,T. INDEX 300
lYPE It r' CURB de
GUTTER FROM PC TO
PT. EXCEPT FOR
HANDICAPPED RAMP.
F.D.O.T. INDe:x1300
HC RAMP
F,D.O.T. INDEX 304
~~
~
~
---
--
SCHEDULE
PHASE 1
1. CLOSE SIDEWALKS, SET F.D.O.T. BARRICADES AND SIGNS PER F.D.O.T. INDICES.
2. INSTALL DRIVEWAY CURB CUTS. REOPEN LANES TO TRAFFIC.
PHASE 2
3. AFTER DRIVEWAY CURB CUTS ARE INSTALLED AND LANES REOPENED TO TRAFFIC
CONSTRUCT TYPE "B" CURB AND GRASS ISLAND IN CENTER OF GULF - TO-BAY BLVD.
- S.R. 60.
CONSTRUCTION NOTES
1) ANY EXISTING DAMAGED SIDEWALK, OR ANY SIDEWALK THAT GETS DAMAGED AS A
RESULT OF THIS CONSTRUCTION, MUST BE REMOVED AND REPLACED, MEETING
ALL CURRENT ADA CRITERIA
2) PROVIDE THE MINIMUM REQUIRED DRIVEWAY SHOULDER/CLEAR ZONE OF 6' FROM
EDGE OF PAVEMENT WITH A MAXIMUM SLOPE OF 3/4" PER LINEAR FOOT. NO
PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA.
3) PROVIDE THE MINIMUM REQUIRED SHOULDER/CLEAR ZONE OF 2' FROM THE
EDGE OF THE SIDEWALK WITH A MAXIMUM SLOPE OF 3/4" PER LINEAR FOOT,
NO PERMANENT OBSTACLES ARE ALLOWED IN THIS AREA.
4) ALL PROPOSED WORK MUST COMPLY WITH F,D.O.T. PLANS PREPARATION MANUAL.
5) PLACE EXPANSION JOINTS WHERE 4" AND 6lt CONCRETE ABUT.
6) SAW CUT EXISTING EDGE-OF -PAVEMENT PRIOR TO REMOVAL OF CURB,
7) PLACE EXPANSION JOINT BElWEEN BACK-OF-CURB AND CONCRETE DRIVEWAY.
8) MAINTENANCE OF TRAFFIC, TRAFFIC CONTROL AND SIDEWALK CLOSURE ARE
TO BE PER: F.D.O.T. INDEX #600 AND #623.
SYM BOLS
t22J
WORK AREA
o
SIGN WITH 450 mm X 450 mm (Min.)
ORANGE FLAG AND TYPE BLIGHT
I
TYPE I, TYPE /I OR TYPE III BARRICADE
OR VERTICAL PANEL OR DRUM
TYPE I OR TYPE II BARRICADE OR VERTICAL PANEL
OR CONE OR TUBULAR MARKER OR PLASTIC DRUM
FLAGGER
o
~
WORK ZONE SIGN
~
MAXIMUM SPACING BETWEEN DEVICES (FT,) TO BE EQUAL
TO THE SPEED LIMIT (MPH) BUT NOT GREATER THAN 25'
FOR CONES OR TUBULAR MARKERS OR 50' FOR lYPE I
OR lYPE /I BARRICADE OR VERTICAL PANELS OR DRUMS.
ADVANCED WARNING ARROW PANEL
NOTES:
1 SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED
AT ALL TIMES.
WARNING UGH
WARNING LIGHT
y300
y200
TYPE 1 BARRICADE
TYPE] BARRICADE
F.D.O.T. BARRICADES
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FOOT INDEX 546
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NES Comm.: 9916 I
I Drawn By: I. B. I
I Checked By: H.G. I
5/1/00
Descri tion
PER F.D.O.T.
PER F.D.O.T.
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1l-lIS DRAWING' IS>AN,INSTRUMEtttOF.~SERYlCEAND...S11AWREMAIN TIiE PROPER1Y Of 1l-lE
ENGlNEER, ;,'AND" S,HA,lL, NO*T., BE~Rf:,PR, O\W,. CE9/i>UBiJsJ1EJ), O,R, U"SE,O.,\ IN ANY WAY WITHOUT
TIi" E CO~SENT/O'F-,'~E.7~~~I~~,,\,"~~;1~/( I ;~C~~~~\.1999" NOT PUBUSHED
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~':>~"'1, ,:-~,'...-' , f-~"~ '. I ! ,'" I ~.
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EXIST. STORM STRUCTURES:
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NEW STRUCTURE DESIGN
STRUCTURE~ STRUCTURE TOP ELEV,
TYPE INV, ELEV.
0 1YPE "0" INLET
F,D.O,T, INDEX 232 11.5 9.0
@ " 10.0 7.4
@ DELETED
0 " 10.0
7.1
@ MITERED END
F.D.a.T. INDEX 272 --- 7.0
0 PLUG END --- 7.6
(!) 1YPE "C" INLET
F.D.O.T. INDEX 232 11.0 7.4
@ MITERED END
F.D.O.T. INDEX 272 --- 7.0
@ CONTROL
STRUCTURE 10. 12
(SEE DETAIL) 6.0
@ JUNCTION BOX
F.D.O.T. INDEX 200
1YPE "P" I ALT. "t:,' 1 0.0 5.5
W/H20 RING &
COVER
EX.CURB INLET 8.84
@ FILL SLOT 4.4(EX.)
#599 W/CONC.
SEE STORM TAB RETURN 5.45(NEW)
THIS SHEET HANDRAIL
o COUNTYi
STRM 156 == N,RIM EL = 10.12
INV, EL = 4.92(N)
INV. EL == 4.72(S)
INV, SAN LINE = 7.57
STRM 560 == TOP EL == 7.44
THROA T EL == 6.70
E/P EL = 7.07
INV. EL = 3.69(E)
INV. EL == 4.34(S)
INV. EL == 4.54(N)
STRM 584 = TOP EL = 7.75
THROAT EL =6.99
E/P EL == 7.34
INV. EL == 3.30(W)
INV. EL == 3.23(N)
INV, EL == 3.10(SE)
INV. EL :::: 4.93(SE) 6"
INV. EL = 4.75(N) 6'1
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TI-iROA T EL = 9.62
E/P EL == 9,93
INV. EL == 5,20(S)
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STRM 118 == N,RIM EL == 19.17
INV. EL == 12.14(E)
INV. EL = 12.45(W)
TOP OF SAN LINE == 14.21
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STRM 113 = TOP EL == 16.40
THROAT EL = 15,64
E/P EL = 16.05
INV. EL == 12,13(W)
11.
--V--*.'"
--~--.-v-- ___~ .. ,,~~
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----....,--
STRM 530 = N.RIM EL = 7.84
TOP EL == 7,70
THROA T EL = 6.86
E/P EL =: 7.27
INV, EL =3.82(E) 6"
INV, EL ==2.97(N)
INV. EL :::2.85(SE)
INV. EL ==2.93(E)
STRM 545 ::: N,RIM EL ::: 7.65
TOP EL = 7.48
TIiROA T EL == 6,63
E/P EL = 7.05
INV, EL =3.24(SW)
INV. EL ==3.53(SW) 6"
INV. EL =3.65(E) 6"
STRM 513 = N.RIM EL ::; 7.98
INV. EL = 4.85(W)
INV. EL == 4.75(NE)
INV. EL :; 4.83(E)
................_~
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STRM 633 == N.RIM EL == 10,25
INV. EL == 6.25(E) 24"
INV. EL =6,72(E) 18"
INV. EL =5.23(S)
INV. EL =6.10(W) 6"
SLOT EL =7.17 (5'x2')
...~
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STRM 599 = N.RIM EL :::; 8,84
INV, EL = 4.40(N)
INV. EL = 4.40(S)
SLOT = 8.05 (3.3 x 0.3')
STRM 592 = TOP EL = 8.57
THROA T EL == 7.78
E/P EL = 8.20
INV. EL = 4.63(E)
INV. EL = 5.84(S) 6"
INV. EL ::; 5.67(N) 6"
CD/
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STRM 582 == N.RIM EL ::; 7.90
INV. EL ::; 2.77(NW)
INV. BOTTEM, ::; 1.95
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<:;.
~
STRM 585 == TOP EL = 8.82
TIiROAT EL = 7.98
E/P EL = 8.46
INV. EL = 4.33(W)
INV, EL ::; 4.40(S)
INV, EL = 4.16(E)
INV, EL = 4.32(N)
INV. EL == 5.92(N) 6"
INV. EL = 6.01(S) 6"
~~I !~
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STRM 518 = SOLID JCT BOX
NO ACCESS
NEW 5 STORIES FAIRFIELD INN
lZ1 UNITS :'69.143+/- GFA
FIN. ~FL 13.0
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PIPE SCHEDULE
STRUCTURE TO LENGTH
STRUCTURE (Ii) PIPE SIZE & TYPE SLOPE
(0-@ 260 15" RCP 0.61 %
@-0 140 18" RCP 0.21%
0-0 DELETED
0-@ 50 24" RCP 0.20%
@-(j) 60 18" RCP 0.33%
(j)-@) 115 18" RCP 0.35%
@-@ 100 24" RCP 0.5%
@-@ 10 24" RCP 0.5%
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NESComm.: 9916
I Drawn By: I.B. I
Checked By: H.G. I
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PER F.O.O. T.
PER CLEARWATER
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~ PERMITIING & BIDDING
NEW ELEV. + 10.5
EX. ELEV. ~1,
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EX.CONTOUR t f41Ifl""fll' 112
NEW CONTOUR -----10
NEW INLET .
NEW CONTROL .
STRUCTURE
NEW JUNCTION BOX .
NEW STORM PIPE ---
NEW MITERED END t:I
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THIS DRAWING IS AN INSTRUMENfof\ SERVICIl ~ AN .' "" 'if"
ENGINEER. AND SHALL NOr...aE:, R~PRODVC!'" PUB~I~~ REMAIN Jl-lE PROPERlY Of THE
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EXIST. SANITARY SEWER STRUCTURES:
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SAN 204 == N.RIM EL = 20.15 SAN 628 == N.RIM EL = 9.41
INV. EL = 14.34(S) INV. EL = 4.06(N)
INV. EL = 14.38(W) INV. EL = 4.06(S)
SAN xxx = N.RIM EL = 28.10 SAN 583 = N.RIM EL == 7.58
INV. EL = 18.39(E) INV. EL = 2.39(N)
INV. EL = 23.97(W) INV. EL == 2.57(W)
INV. EL = 18.29(N) INV, EL = 2.61 (SE)
INV. EL = 18,29(S) INV. EL == 0.90(N)
INV. EL = 23.83(NW)
( @ 309.6' (W) OF PT #204 ) SAN 120 = N.RIM EL = 16.61
INV. EL = 12.13(N)
SAN 119 = N.RIM EL = 19.30 INV. EL = 12.11(E)
INV. EL = 12.70(E)
INV. EL = 14.69(W) SAN 199 = N.RIM EL = 13,03
INV. EL ::: 13.44(N) INV. EL = 10.03(W)
INV. EL = 9,66(N)
SAN 498 == N.RIM EL =: 7.82 INV. EL = 9.4 7(E)
IN V. EL == 2.77 (FLOW LINE)
INV. EL = 3.70(NW) SAN 165 == N.RIM EL == 9.55
INV. EL = 6.70(W)
SAN 648 = N.RIM EL =: 13.85 INV. EL = 4.62(N)
INV. EL =: 7.97(S) INV. EL = 4.57(SE)
INV. EL ::: 8.06(W)
( @ 290.37' (W) OF PT #628 )
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4" PVC ~ rr-8" PVC FIRE
WATER . . SDR 18
CHLORINETi
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NOTE:
CONTRACTOR TO COORDINATE CONNECTION FOR NEW
POTABLE (DOMESTIC & FIRE) WATER LINES WITH
CITY OF CLEARWATER PUBLIC UTILITIES.
PRIOR TO THE START OF CONSTRUCTION CONTACT
MR. CLAUDE HOWELL @ (727) 562-6560.
TAP & VALVE, DOMESTIC METERS, FIRE METERS &
BFP'S PROVIDED & INSTALLED BY CITY FORCES
J
PAID FOR BY CONTRACTOR.
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Oescri tion
PER F.D.O.T.
PER CLEARWATER
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PLACE SOD 1/t'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 MAX)
RAILROAD TIES AS REQ'D WHERE
APPUC. IE. 0 TREES, P.L
MEET EX.
SEE PLAN
P/L
SAW-CUT EXIST,
EDGE OF PAVEMENT
& BASE
COMPACTED GROUND
NEW SURFACE
P/L
SEE PlAN
EXIST. BASE
NEW BASE
NEW SUBBASE
PLACE SOD 1/Z'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4: 1 MAX)
MEET EX.
COMPACTED GROUND
COMPACTED GROUND
PAVEMENT TRANSITION DETAIL
N.T.S.
GROUND TRANSITION
AT TI-E PROPERTY LINE
N.T.S.
FILL WITH
JOINT SEALANT
(lYP.)
l/f5' RADIUS
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UNDOWELED
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SAWED OR PRE-
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lYPE A
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!;'~". "." ...,' ':. "1' .. .~.: ..;!"-::J
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TOOL WITH
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DEFORMED TIE BARS
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TIED LONGITUDINAL
CONSTRUCTION JOINT
OR CONTRACTION JOINT
WHERE REQUIRED.
.2d OR 2" MIN.
1/2" PRE-MOLDED
JOINT FlLLER
, '6," .' . ',': '
, A.' ;'''','' "
,A. : ' '
1YP E B
ISOLA liON (EXPANSION) JOINTS
N.T.S.
NOTE: DO NOT TIE MORE THAN
THREE LANES TOGETHER.
CONTROL (CONTRACTION) JOINTS
N.T.S.
CONSTRUCTION JOINT
N.T.S.
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
1-1/2" RADIUS
VERTICAL CURB
PAVING
BASE
COMPACTED
SUBBASE
I VARIES SEE PLoIN /
I VARIES (SEE PLAN) II
~ 3000 PSI CONC.
12,,6_ ~. " . ..4 , . 4 .' . W!FIBROUS
=11=1 ", . E ifETIllCONCRETE
. 'f' . . , A' REINFORCEMENT
~
COMPACTED
ALL OR 140"
UNDISTUR6ED
SOIL
NOTE:
PROVIDE 1/4'
CONTROL J01NTS
o 4'O.C" S' O.C.,
8' O.C., OR 12' O,C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' o,c.
CONCRETE WALK FOR 5' OR GREATER.
wI TURNED DOWN CURB
N.T.S.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED. IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
SEE ARCH. PlANS
FOR SUPPORT
COLUMNS
COVERED W ALKW A Y DET AIL
N.T.S.
4' MIN
R1-1
30'x30.
BLUE
BACKGROUND
12"
1-1/2"R
1 /2" WIDE
WHITE BORDER
AND SYMBOL
$GN SPECFlCA T1ON8
PAAKm BY 1 . 18" x12" LOGO SIGN
DISABLED 2. 2 SIGN COMBINATION
1" SERIES "c' REFLECTIVE SHEETING
PEJMT LffiERS
ON.. y 1/2" BLACK 3. LETTERS TO BE
BORDER 1" HIGH SERIES" C"
1.5" 4. SIGN TO BE MADE OF
$255 FINE = -1" ALUMINUM
1" 5. POST TO BE MADE OF
F.S. 318.14 1" GALVANIZED STEEL
1.5" (SEE DETAIL)
3" 6" 3" 6. SIGNAGE PER A.D.A.
FTP - 6CS REQUIREMENTS
--
~
.
~
WHITE
BACKGROUND
WHITE
BACKGROUND ~
HANDICAP PARKING SIGN DETAIL
N.T.S.
HANDICAP PARKING
N.T.S.
STRIPING DETAIL
PLACE SOD 1/2:'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T,S.
GROUT TOP OF HOLE
6' LONG PRECAST
CONCRETE WHEEL
STOP W/HOLE TO
ACCEPT #6 r;I FOR
A SNUG FIT 8"
FROM EACH END
/ 2-#5 ~ DRIVEN
THROUGH WHEEL
STOP TO COMPACTED
SUBBASE
5-1/2"
PAVING
BASE
COMPACTED
SUBBASE
NOTE:
LOCATE WHEEL STOP
2-1/2' FROM EDGE
OF PAVEMENT TO
CENTER OF WHEEL STOP.
WHEEL STOP DETAIL
N.T.S.
NEW BLDG,
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EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10:1 MAX. SLOPE
SOD
ROOF DRAIN
FIN. GROUND
UTIUlY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
UTIUiY WITIiIN 5' OF 6LDG,
8"( PLUMBING CONTRACTOR.
FINAL CONNECTION BY PLUMBING
CONTRACTOR UNLESS 01liERWISE
COORDINATED BY THE G.C.
NOTES:
1. PROVIDE 5'xS'x4-
ll-iICK CONC. SUB 0
AlL EMERGENCY EXITS.
2. CONFORM TO ABOVE
DETAIL FOR PLACING
WALKS AT 1liE 6LDGS.
UTILITY CONNECTION
A T ALL BUILDINGS
N.T.S,
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S,
~ MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
2' Lr\JC'1 EDGE OF WALK
I;. Y[,l. 2' LEVU
I.SHOULDER_L VARIES (SEE PLAN) ~1.SHOUlDER.1
SOD I SLOPE 1/4" PER FOOT I ~ SOD
IIII==IIII=:I ,., ":' 14.....,.", - ==
- 11113111= 1111~1I1 ~-III==1I1
~ COMPACTED FILL OR
UNDISTURBED SOIL
2'
-I
~
1"[ ,'. '. " ,~':
NEW BLDG.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2%
FINISH GRADE
FLUSH TO TOP
OF CURB
1" RADIUS
MEDIUM BROOM
FINISH CONC.
PAVING
1 f5' BASE
COMPACTED
SU BBASE
NOTES:
1. WHEN REMOVING EXISTING CURB
THE CURB SHALL BE SAW-CUT
AT NEAREST CONTRACTION
JOINT AND FULL SECTION OF
CURB REPLACED.
2. INSTALL EXPANSION JOINTS AT
50' INTERVALS, CONTRACTION
JOINTS AT 10' INTERVALS.
3, CONCRETE SHALL BE 3000 PSI.
VERTICAL CONCRETE CURB
N.T.S.
GROUND PREPARA liON
A T ALL BUILDINGS
N.T.S.
~ f) CONCRETE CURB
, ',' EDGE OF P!VEMENT
CURB ENDING DETAIL
N.T.S.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'O,C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40. O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE W ALK DETAIL
N.T.S.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT,
E
E
E ~
E --
~ E
E
~
ASPHALT @ 1/4"
P[f< FT. MIN. SLOPE
EXCEPT AS NOTED
ASPHALT @ 1/4"
PER FT. MIN. SLOPE
EXCEPT AS NOTED
.~:~;. .. .....~ -
ro.~; '-,~ ~<' ,~,..,;,::,~~..-,:!~. i''-'f .","<,i.""-,:(
LJMEROCK BASE
F.D,O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSI1Y
SUBBASE
COMPACTED TO
98% MAX. DENSI1Y
IN R.O.W.
PARKING & DRIVEWAY SECTION
N.T.S.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
PAVEMENT,
BASE & SU8GRADE
THIS AREA TO BE COMPACTED
SUITABLE FILL MATERIAL.
REMOVE ALL CLAY, MUCK AND
DELETERIOUS MATERIAL.
i'
FINISHED
GROUND
~
N
SIGN POST DEl AIL
N.T.S.
WARPED PVMT. @ WALK DEl AL
N.T.S.
600mm
TYPE 'F' CURB
FIO.O.T. INDEX 300
N.T.S,
HANDICAP RAMP
SIDEW AU< ENDING
N.T,S.
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1" CENTERS
(10.5' LONG)
3000 PSI CONe.
SYMBOL SHALL BE 5 FT,
HIGH & WHITE PAINT COLOR
FLUSH CURB
RAMP DETAIL
N.T.S,
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
-I r\y><"X' xX x
15" ~y x
to ><>< x
3'
MIN 1 tf1' '6<,0><-
,tIlIlLJIII "
2" L \c><XK >< ><
~
POST OPTIONS:
2" x4" OR 2.5" DIAM.
I · 6' MAX. ..I WOOD; 1.33LBS./FT.
r-' MIN, STEEL
y x~)( .,;(] FILTER FABRIC IN
x'X'v xy~X CONFORMANCE WITH
x xx x x
V ~ SEC. 985 F.D.O.T.
SPECS. OR EQUAL
x / EXIST.
1I11~1I1 GROUND
x 'V "X
x o,ryy y
- -'
PRINCIPLE POST
POSITION, CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
SILT BARRIER DETAIL
N.T.S.
I~ ~ ~...
1111~1111=1111=
~ f) 3000 PSI
CONCRETE
. ..' .' . 6x6, 10x10 W.W.M.
_~ ~. ~4
Illnl" 1111
6" COMPACTED
SUBBASE TO 95%
MAX. DENSI1Y.
DRIVEWAY & DUMPSTER PAD
CONCRETE PAVING DETAIL
N.T.S.
4 SOLLARDS
2 - 8CY CONTAINERS
ONE FOR SOLID WASTE
ONE FOR RECYCLE
0)
..--
. '. " .
. , . ,
DUMPSTER AREA
N.T.S.
WOOD FLOAT
WALK
CURB
';tJ.:.'.,' i?>.:.'A', .' t\ . . .', . t.. 12:1 MAX S . ~ PAVING
=llIf 1I11_1I/~lIi/~/'I/'r~' '~. :.".t...:. '.~~~~ '.'
- ::::::"I/==II/I:::::II//--IfIL~"', ~.
. ...:_ nnll11j BASE
--III:=:: ~
SUBBASE
SCORE MARKS
3/8" WIDE, 3/Er'
DEEP, 'S' O,C. TO
BE MADE AT INITIAL
EXPANSION POURING
JOINT
~ 44" MIN. I 3' I
1:12~
HANDICAP RAMP DETAIL
N.T.S.
" .
.~
1_ Vi
en-
\t\)
.,
III
a
z ~~
g 00
... cp ~
<<( ~"
.. ~z
~ ~-
o ~~
At .... At
'^ M~
% bz
-<t .....
t&: )( ~
... ~@
. ~:
~V
~ ~e
I- M....
Z ~z
.... ~.:.i
~ ~-
Z t-.~
M~
o e I
" ...
..
>
Z
w.a
co
o
~
M
I
'^
~
Z" o~
~M
Z O~
Z ~Q
j 812
A. :cO
o v~
z i:iI 40
~ tAm
.. :c..
...~
. :) ~
~~
lid
.. ~~
~ o~
\I MV
.
1/~---
$
:
,
NES Comm.: 9916 I
I Drawn By: I.B. I
I Checked By: H.G. I
/ /
X PERMITTING & BIDDING
frUJCnOhl OOCU:M
5/1/00
..'"
~
I
en
..J
-
~
LLI
C
LLI
I-
-
en
..J
-
>
-
(..)
0)
it)
"-
(It')
· · M
Z~~
Z co ii2
C~9
..J CO Lt..
I h
LLle~
.w
i:i: ~ ~
O:=~~
-o~
c( ~....J
LL. ('t) (.)
FINISH GRADE TO
1" BELOW
EDGE OF' WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1 -1 It' RADIUS
VERTICAL CURB
PAVING
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
@ 4'O.C., 5' O.C..
8' O.C., OR 12' O,C.
&: 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N.T.S.
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF' ACCESSIBILUlY
AND THE CAPTION
II PARKING BY DISABLED
PERMIT ONLY'.
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND AD.A.
=\\\\==\\\\=\\\\==\\\\~\\\\--\ -- L'MEROCK BASE
- - F.D,O.T. CERTIFIED
COMPACTED TO
98'~ MAX. DENSllY
SUBBASE
STABILIZED
40 L.B.R,
COMPACTED TO
98% MAX. DENSllY
THIS DRAWING IS AN INSTRUMENT OF 'SERVI.~' Mio,: SHALL' REMAIN' mE PROPERTY OF THE
ENGINEER, AND SHALL NOT 6E REPRQOI.)CED,! Pl1B.4SH~Ii O~' lJSE6'"'IN~' ~Y WAY WITHOUT
THE CONSENT OF THE ENG,lNt"Efl.: "r:", . >\r:;lr. //f)CPP''T'R1GHT,,'{999' NOT PUaUSHED
''';f~'''/ i4.. ,f 'i" >~ ~~. 11ft. "
'if, d~.::k".4i~ ;'({.t l' - r:-. ',~.J\ . _ t.
/', .Jl, ,\ . '. P,," :'I ~ ". )j;,,,J ~ Jp '}'i:J'"
~ ",r' :.f"';' /,,~~j , , - y.u-:!a- ~'f I"
, , ") ;'/,', = ':..., iT . '~~"" 'i.:' i., "', (;J<Ir '\I. ~ '.. / 1
j' ~Y"./:':l~ . t, ...~ <' "fl- .. '1 . 4t ~( ~ .
c - 'Jl~l... .' ~ ,.. t J....' .
, . / r';;'i :.~"...~ , . ~ 1', 'fJ ..,:;)500/ k ,- ~/
,i' ,"'}f.. '. -1: ? l, ( ,. _. . r " .' .;!
. , ".,,"t' '" ~ "'.,( :.,:"......1 ;;:,) "'..~.)" ~ l' ' c.
COPIES Of THESl::PfANS j'ARE-:'NoT VALiD UNLESS
EMB6SSEiJ. wrr~".l}jE. SlGNING- ENGINEER'S SEAL
'. ~... -.. ; J..,.. A r., l '.'\ \ ...-;:'''':~:
C6.1
ft
I EX. CURB
EL.9.5
SIDEWALK
H.C.RAMP
CONCRETE
DRIVEWAY
NEW DROP
CURB
FOOT INDEX 300
EL.9.0
~ci&~2.lC2_'/2.X1/2.
4.x3/a.\6
ANCHOR STUD
GRATE FRAME W/STUD. STEEl
FRAME W/2 ANCHOR STUDS
PER SIDE - EQUAL CENTERS.
GALVANIZE AFTER FABRICATION
U~
EXIST
RAMP
PAVEMENT
z ~,~
2 00
~ ,\.!
""'" ~"
.. .... Z
It ....-
o ~~
At J:; ~
% ei
.. .. -
c: )(~
... ~@
. ~:t
..0"
.., co~
<( ~V\
.. MUI
Z ~z
.... ~.:.;
~ ~-
Z t-- ..
M~
o t: I
~ 1M
..
>
Z
III
2"
r1
STORM SEWER
TOP OF STRUCTURE
EL. 1 O. 1 2
ANCHOR
STMI)ARD DETAL
16"
I I
I I
I . I
I I
I I
I I
I · I
I I
'-)
r'
~
I
""
REMOVE UNSUITABLE SOIL TO A DEPTH OF
4' BELOW THE FINISHED GRADES AND REPLACE
WITH CLEAN SUITABLE, APPROVED SOIL,
COMPACTED TO 95% OF MAX. DENSITY @ 12"
UFTS UNDER PAVEMENT, PARKING & SIDEWALK
REMOVE ALL CLAY,
MUCK, AND DELETERIOUS
MATERIAL.
THIS AREA TO BE
COMPACTED WITH SUITABLE
FILL MATERIAL.
I
o
..-
I
~
1_ tJl
en-
WEIR EL. 7. 77
CAST IRON RETICULlNE
GRATE, TRAFFIC lYPE
(H-20 LOADING) W!2 SIDED
GRATE SfAT
8" CONC. WALL
4000 PSI @
28 DAYS
#4 ~ @12" O.C,E.W.
a
.,...
.,...
.~
2'MlN
WIDTH AS REQUIRED
~
~
28"
SECTION A - A
N.T.S.
Fe.
LR.O.W.
I 3/4"/Ff MAX
I Fe- TO EDGE OF SIDEWALK
,,'
SLOT DETAIL
BAFFLE DETAIL
REMOVE UNSUITABLE SOIL TO A DEPTH OF
4' BELOW THE FINISHED GRADES AND REPLACE
WITH CLEAN SUITABLE, APPROVED SOIL,
COMPACTED TO 95% OF MAX. DENSITY @ 12"
UFTS UNDER PAVEMENT, PARKING & SIDEWALK
I
(X)
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM
wjSTAINLESS STEEL ANCHORS
NOTE:
1. CUT PIPE FLUSH
w/lNSDE FACE OF
WALL.
2. MORTAR BOTTOM TO
MArCH INVERT OF
INLET DETAIL OUTFALL PIPE,
N,T.S.
F.D.O.T. INDEX 232 (MOD.)
RETENTION BASIN
SLOT & GREASE BAFFLE DETAIL
N.T.S.
~
..
III
.
12'
SOD
T.B.== 10.70
co
o
~
M
I
'^
..0
\7 Q t--
Z ..~
Z O~
Z (to
.( ~-
.,. 1M It
Q. :cO
Q ~~
Zlll...
.. eG&i
.... :c...
...~
. :) ~
~~
... ~..
~ O~
V M\I
68'
SOD
12'
SOD
8'
SOD
10'
l1 ~~D
1
STORM SEWER
INST ALLA liON CRITERIA
N.T.S.
11.6
EXIST.
SIDEWALK
8.32
.
3'-1"
RETENTION BASIN
NON TRAFFIC GRATE
ELEV. 10.12
GREASE SKIMMER ~ SLOT
(SEE DETAIL ABOVE)
POSITION CONTROL STRUCTURE
WITH THE ORIFICE FACING
RETENTION BASIN
BOT 7.0
BOTTOM OF SLOT
ELEV. 7,77
TOP OF BANK
ELEV.10.0
,,\.v/^"v/^"~ SIDE
~\\;: SLOPE
'"4.\\;: SOD
~\~
~\\;
~\\.;
--..
REMOVE UNSUITABLE SOIL TO A DEPTH OF
4' BELOW THE FINISHED GRADES AND REPLACE
WITH CLEAN SUITABLE, APPROVED SOIL,
COMPACTED TO 95% OF MAX. DENSITY @ 12/1
LIFTS UNDER PAVEMENT, PARKING & SIDEWALK
GREASE SKIMMER
30 MIL./
IMPERVIOUS
MEMBRANE
'::~~~
,:,:,:"',:.."'",:.,:,,..,,:,,'."v= POSITION CONTROL STRUCTURE
~'fr AT THE TOE OF SLOPE
4'x4'
CONC. PAD SOD
r BOTTOM OF RETENTION
/ BASIN = EL. 7.0
4" //^'\.V/^\.V/^'-"
:V/^
24" RCP
INV, ELEV. 6.0
IRON BODY
FERRULE W/BRASS
SCREW PLUG
FLUSH W/ BANK
FINISHED GRADE
I
I
I
)--------
,;
,;
,;
,;
,;
,;
,;
.;'
~
SECTION B - B
N.T.S.
c5UNDER-
DRAIN
~--~ ,
i
6" UNDERDRAIN
INV. ELEV. 6.0
24" RCP
2'x2'x6"
CONCRETE PAD
TOP OF PAD
EL. 6.79
NES Comm.: 9916
I Drawn By: I.B. I
I Checked By: H.G. I
6" PVC LONG
RADIUS BEND
CONTROL STRUCTURE
N.T,S.
CONTROL STRUCTURE
A T RETENTION BASIN
N.T.S.
6" PVC POND
UNDERDRAIN
ASTM D3033
RETENTION BASIN
TERMINAL UNDERDRAIN CLEAN-OUT
N.T.S.
5/1/00
RETENTION BASIN
Descri tion
CITY COMMENTS
PER F.O.O.T.
PER F.O,O.T.
PER C UNTY
PER F.O.O.T.
GREASE SKIMMER
POSITION CONTROL STRUCTURE
AT THE TOE OF SLOPE
CONNECT TO
EXISTING INLET
TOP ELEV.
10.70
SAND BASED SOD SIDES & BOTTOM
, . ....' .. '..
. . '..'
13'
18U
111=.111311:=
1 PLACE EROSION & SILTATION CONTROL. SEE SHEET C1.2
AND PLANS,
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES.
IMPERVIOUS
MEMBRANE
8.0 (30 MIL)
FILTER MEDIUM
(SEE SPE~S.
SHT C 1.2)
6" PVC PERF.
PIPE W / SOCK
INV. ELtv. 6.0
IMPERVIOUS
MEMBRANE
3 SIDES & ENDS
(30 MIL)
3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE.
4 PLACE GREASE SKIMMER,
It
RETENTION BASIN I UNDERDRAIN DETAIL (1)
N.T.S.
ct
PME1~Jl
1 a'
65'
30'
70'
x PERMITIING & BIDDING
15'
4'
2'
BAY STREET
{:ONS
fON
RETENTION BASIN
3" MIN. LAYER
3/4" WASHED GRAVEL
PROJECTED SIDESLOPE
AND BOTTOM OF
RETENTION BA7>SIN -/ ,,/ /'
BOT. /' /'
-/
//^"vr:< SEE UNDERDRAIN
~ DETAIL FOR
DIMENSIONS
FILTER FABRIC
W/PERMEABILlTY COEF.
OF 0.20 CM/SEC
RETENTION BASIN
TRENCH WALL
(PROVIDE SHORING IF REQ'D)
18/1 OPENING
EXCAVATE
TRENCH
UNDERDRAIN DE'r AIL
N.T.S.
NEW DROP
CURB
FOOT INDEX 300
TRENCH WALL
SOCK
2%
---
.'.... :. '.<'.. '.'.',.,
....ix>. '~I:LlT"rE~: 'M' c-'~juj~: :.. '0"
..~' lSEE,.'$' .l,..s,?,Vl, '''.' 6"PVC
FILTER ':-:, :~SHT :C~:~).'<<-:-:::-: 6">, UNDERDRAJN
FABRIC .. . , '''' .. "" '" (SEE SPECS)
W/PERMEABILlTY COEF. IMPERVIOUS MEMBRANE t30 MIL)
OF 0.20 CM/SEC TALL D
(DO NOT PlACE 'JEIJBRANE A SI ES EXCEPT A OPENING.
M IYI ALL SEAMS MUST BE WELDED
AT llilS OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION.
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95% OF MAX DENSITY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN
AS' REQUIRED,
REMOVE UNSUITABLE SOIL TO A DEPTH OF
4' BELOW THE FINISHED GRADES AND REPLACE
WITH CLEAN SUITABLE, APPROVED SOIL,
COMPACTED TO 95% OF MAX. DENSI1Y @ 12"
LIFTS UNDER PAVEMENT, PARKING & SIDEWALK
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAIN. (A COPY OF SOil REPORT MAY BE PROVIDED IF
REQUESTED AS SUPPLEMENTAL INFORMATION ONLY)
DETAIL (3)
N.T.S.
4 CONTACT N.E.S, FOR INSPECTION.
SECTION F - F
N.T.S.
en
-I
-
~
LLI
C
LLI
I-
-
en
-I
-
>
-
(.)
DEl AIL (2)
N.T,S,
en
~
. M
eM
Zz~~
_ 0:1 ii2
c~9
. caLL.
.... I ~
LLI 0 IX:
I-w
- t.L l-
Ll. -oJ ~
c::: iE ~
-c<(
< .-... w
LL.~d
RETENTION BASIN
UNDERDRAIN CLEAN-OUT
w/18"x18"x4/1 CONC. COLLAR
F1..USH AT SIDE SLOPE.
o
o
o
N
CD
o
~
('f)
&i
o
o
N
TOP OF
BANK
\ ::;- y / /'\ :r\.'\.
be'. "]1
r--
. ~ I COMPACTED
,::' llr APPROVED FILL
6" SOLID pve
w /90' LONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U.S.!.)
6"PVC
UNDERDRAIN
IMPERVIOUS
MEMBRANE (30 MIL)
C.O. FLUSH w/SIDE SLOPE
BOTTOM
OF BASIN
-I-
1
5'
8'
6"
SOLID
PVC
u
Q)
o
l:J
Q)
:3:
POOL
DECK
PARKING LOT
01
3:
D
CONNECT 6"PVC
UD TO CONTROL
STRUCTURE;
IMPERVIOUS
MEMBRANE TO
BE WATER TIGHT
@ UNDERDRAIN
UNDERDRAIN CLEAN-OUT
N.T.S.
r-1
'.-1
co
~
OJ
o
.,./
CD
...-1
01
01
---
01
01
01
...-1
---
(.f)
~
u
Q)
o
r.:..
0...
.,./
(.f)
01
C
..-1
3:
ro
r.:..
o
.,./
CL
6 "PVC
LONG
RADIUS
BEND
POOL
CONNECTION TO
BE WATER TIGHT
@ MEMBRANE
SECTION G - G
N,T.S.
THIS DRAWING IS, AN' INSTRUMENT 6~.SERY1tt~~&:~S'HAJ:~J~O,fA'IN'THE PROPERlY OF THE
ENGINEER, AND SHALL NOT BE R~ROD!JCED.. PUBUSHEO OR USED IN ANY WAY WITHOUT
THE CONS!~""NT,),,~pF,~;,TH,S,.~~I~,~E~,.~,,'~ ~~~~~'1.9~9,.. NOT PUBLISHED
'"."',,.,,(,.,"' '{~?i\!".P~'l.Ji-~;-1f*~fy ~" I~/.") r': ",....'1:,.,\."
:';'I..;)::,:'f~~~f!7"/ . ""'f (.. /~~~,.r.. ".>~~ :./.,,,~.,,- __
)If:"';\;'~""~' '~(V/' ), ./'72 ,/~~~
:,;''t:''t~~ ~,':'.,~j/:1\ ~':~:~:.:, p:'.;?:~ 0;;;; .1~ :x';~~'~ ":~:..
, I.pi~, ',' '... c..', r /, ,"f't,. ;;, J.. ,:~: ;,t...'o I ~',:;:~
,""7,,>;, "~~' ';'':l. ' '.' ~ /, }i:(/~:; 3: 'i:~,~')'Y
copiES of'1l1Ese; .pf A&Sl~AAE '~6T X'AlID 'UNLESS' .
E,~~P,S~~9; !~tnt,THg..~~~NiNGj ~N~ltiEERrSSEAL
,.~~~,~f ,,;,"?j;;,. I _ .'" '....
" .. "" "" .
'" ,....,...,..
...,. .
. """'"
. ,........., , "'"
. """'"
1M/PERVIOUS MEMBRANE (30 MIL)
w WATER TIGHT SEAMS
C6.2
UNDER DRAIN SYSTEM ISOMETRIC (U.S.I.)
N.T.S.
--~ . --.----..~..- - ~-.--...--.. ----. ... .-._-_._-_._.~.._---- __~.___~_._h~.'____.w_________._~_. ._... ._~.._._.._. _. ~_...~___ _'_ ___,,_ .,___.......__...__ ._.__. "._.._. ._
1_ til
CII"
.....<r'--~
Stop Less Check
MUELLER H 14350 with Lock Wing and
Compression inlet or approved equal
layers of brick
(a
Pick HOle7 5-
1-1/41 t7 r-
5/8"
Min. 4 Required
TEMPORARY BLOWOFF
AND SAMPLE TAP 2"
N.T.S.
Threaded Corporation Stop
MUELLER H 15008
or approved equal
( TAP AT 45. ANGLE )
f.\pproved barrel joint seals are
O-Rings'? and U Ram-Necks"
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
l>.
Saddle required on
4" P.V.C. only
\ Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9. 3408 Polyethylene
SOLID COVER
Non Skid
Pattern
Required
RING - HALF PLAN
N.T.S,
3/4"
Required
Steel reinforcement
5" min. wall thickness
type /I acid resistant
cement 4000 p.s.i.
Grout hfilJ opening with
non-s rink mortar
~
~
o
Grout flow channel
~
"'-
I"")
I
,.-
Saddle sholl have double
starnless steel stro ps
with epoxy coated
ductile iron body.
2" Galvanized
~
~~
I ~
,. 22-3/4" 1-.1 0
~~f
NOTES
1. Pre~ast manhole drop, may be. approved b City
Engineer. . Shop drawing submittal required:'
2. Drop reqUired when 2' or over.
3. Manholes shall have an interior and exterior coatin
of at least. 15 mils dry thickness PROLO EP214-351
~ggM~Mastlc or Koppers bitumastic black solution
2" corporation~
Poured Encasement
\ ""- 2' joint in pipe entry
~ (Typical)
P .V.C. pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling.
CHLORINATION TAP
N.T.S.
Tapping Saddle
RING - SECTION
N.T,S.
Minimum Weight l' 232 Ibs.
91t 278 Ibs.
SOLID COVER SECTION
MIniMUM \oIelght 128 lbs.
TOP CONNECTION
N.T.S.
NOTES
1. Where roadway base is 8'? or thicker use 9~? ring,
all other cases l' ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
END CONNECTION
N.T,S,
PRECAST SANt! ARY MANHOLE DE! AIL
N.T,S.
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NES Comm.: 9916 I
I Drawn By: I.B. I
Checked By: H.G. 11
Issue Date: 5/1/00
Revisions:
No. Date Descri tion
09/11/00 CITY COMMENTS
11/21/00 PER F.D.O.T.
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. LAST TWO(2) JOINTS ON A DEAD END RUN (min 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (~in. 36')
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. LAST 1W'O(2) JOINTS ON A DEAD END RUN (min 36')
7. LAST 1WO(2) JOINTS ON A HYDRANT RUNOUT (~in. 36')
1- L --j ~ Thrust Restraint (Typ.)
,-+-- Fire Hydrant Assembly
(Typ.)
ONLY APPROVED
Kennedy Guardian No. K -81 A
Muller Centurian No. A-423
U.S. Pipe Metropolitan
18" Min.
24" Max.
I~
Distance Varies
Restraining Gasket (TY~
Box
Box
f-L
-j ~ Megalug Restrainer (Typ.)
c
~
'io
I
N
Ebba 1500 Series
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
L = MINIMUM LENGTH TO BE DO NOT USE FORl
RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET~
Tapping Sleeve & Valve
8y City, Fee by
Owner or Contractor
I Mech. Joint Valve
I
NOM. ELBOWS (deg.) VALVE
PIPE
SIZE 11.25 22.50 45 90 TEES
4 3 5 8 12 9
6 4 6 10 15 1 1
8 4 7 13 20 14
10 5 9 15 25 18
12 6 10 17 29 21
16 6 13 26 63 70
NOTE: THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE
SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR 1YTON 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.
NOM. ELBOWS (deg.) VALVE
PIPE
SIZE 11.25 22.50 45 90 TEES
4 3 5 8 12- 9
6 4 6 10 15 11
8 4 7 13 20 14
10 5 9 15 25 18
12 6 10 17 29 21
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BE1WEEN PIPE JOINTS SHALL BE BY EB8A IRON SERIES 1500
RESTRAINERS.
Connecting Piece W/integra~y!
cast Mech. Joint Gland on 'Y
one End-D./. Rotatable Mech,
Joint Gland on Other End.
'- Restraining Joint (Typ.)
'- Exist. Water Main
NOTES:
1. All Fire Hydrants to have 5 1/4" Valve Seat.
2. See Index # 407 for Jack & Bore Details.
[);,;
x PERMlnlNG & BIDDING
PPi1EN1'
P.V.c.
PIPE
RESTRAINT
SrnUGTIOr,j nOCurvfENtE,~
DUCTILE IRON PIPE RESTRAINT
N,T.S.
N.r.s.
TYPICAL FIRE HYDRANT SETTING
N.r,s.
<1>
~
~ Water Main
~
~
Max. 15' - Min. 4'
Back of Curb
or
Edge of Pavement
18" Min.
24" Max
..
Mech. Joint
Valve
CI)
..J
-
~
w
Q
w
I-
-
CI)
..J
-
>
-
(..)
Distance Varies
, / Valve Box
Connecting Piece w/integrally
cast Mech. Joint Gland on
on.e End-D./. Rotatable Mech.~
JOint Gland on Other End. ~
., Fire Hydrant Assembly
(T y p. )
v
,~
ILength Varies
(See Note 1)
o
o
o
N
(Y")
(Y")
co
~
c
:i
'fa
,
N
. ' ~
Adjustable _________
Valve Box ~
en
c
'0
~
VQlve and Hydrant Tee
w/D.I. Rotatable Mech. Joint ~
Gland on Plain End Branch. ~
c ~
~ ~
~
~ ~
o
I ()
l+-
N 0
..c
+J
a.
c3
j
I
I I Mech. Joint Valve
........
o
When Valve Occurs in Roadway, ~
set Base on 10-Common Brick. ~
~
ONLY APPROVED
Kennedy Guardian No. K -81 A
Muller Centurian No. A-423
U.S. Pipe Metropolitan
'- Restraining Joint (Typ.)
.....,
a
u
QJ
o
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2).
. r-1
e.-
lL.
NOTES: I
1. Steamler Connection to Face Street.
2. A!I Fire Hydrants to have 5 1/4" Valve Seat.
3. FIre. Hydrants Shall ~e Placed at Street Corners
or In the R.O,W, Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
CJ')
3:
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Restraining Joint
Mech. Joint valve/
TYPICAL VAL VE SETTING
TYPICAL FIRE HYDRANT SETTING
N.T.S,
TYPICAL HYDRANT SETTING
N.T.S.
N,T.S.
\ . ~ t j , ! t .
THIS DRAWING IS AN lNSTRUMENi',~op.'SER>'lee:AN' ... u:utf "i "1\\" .
ENGINEER, AND SHAlL Nor: BE' REPRo.ou~E(j"PI.I~HW~Er~ PROPERlY OF THE
THE CONSENT OF, T~~ r~gl~~.,{c: .<~~. '{ (.' ;.@~~IG~~~<~1~9 ANY ~~y p~g~~~l
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PLANT MATERIAL SCHEDULE
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MAJNTAIN HEDGES AT I,
l 36" MAX. ABOVE f
~ _ DRIVEWAY SURFACE ""~ : ~IJi :
XI ~.'-- ~N LINK FENCE"" fOV\ fNO\ I
;( , '" \ \ ~ 150
f x ~ JI x - - x 16' ~ x -~- x ' --- ,x rS' xCHAIN LINK FENCE ,ftJ1~~'n~i~~~! l~'i[Wyp~GNAl
( *-~-*---"- ~ 7 '------ x - x
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/. ~ Y (MG\ ~ ,~~ _rLME\ \2.) lt4 1~1 iCMV\ rWR\ ICME\ + rMC\ 10.0 ,'90Lx_m I~ I~ ~- ---
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TV ~ Y jJj - (HK \ ~ ~ \ Q) J ---- tt~". ~,,;'~
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~ ( to VI; -- \ 180) 0 85 D . I" --- ~ d< 011, .... - .... ,
~ I r'~ :~ ~ ~ R i ~ NEW 5 STORIF.s FAIRFIELD INN - U o.'V B ~.I
n )~ - : ~ ~t~~l J13'O Z.8 I ICME\ 127 UNIfS 69,143+/- Oft:\. (Ri\ 12.8.c;:~ ~ ---11." ilj lie
r~-l - fTA\-~ + ~ ~ W: rv rHR\ rHR\ FIN. FL 13,0 \~ ~ tLMV\ ~- ': ~~:....D ( ~C ) j1.2t ~ ~~
~I- U1~:v .~- ~ -_-:! ~ ~~ 0 rCMV ~(HR\ ~5 ~o rWR\ ( WR \ \ 150 J\ (HR\ ~ ~ I \ '--/ rr.,.~. .'l.' ....."J
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~ ~."-- ( MG \ _~ .:-; 13.1 \ 1~3 5' FL@"1\1$.WALK.ua/IIII""9/'" ?, ~~ -:1...\2.7 .~o "B11olALK :'fz ltF I ~ i ~""
19.8e\~ ~ .'Tvv!:-.' .>>:-i16.6 14.3'8~,.1::: \ 3 ) l / -, '" l V ~ ~,' :.1 ~E I
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11;~ . . -'13:; V._ v ~1.9 + 12.0 11.~p.' ~~ ~ (5 r~~=~~ .:~?) ~M"' I~~~~; QV
I -~~WR '\ ~'~ --:12.f -- - 12.0 1~T-i' ' # ( MG '\ f ~ - 0
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I ~.~. . + + . rU.iE\3 ROWS~ · + U lt8T ~\ 11.8+/:#-....................................?Lf\.......:.;; (i~ci'~/=~Ii.' ,'- ~
/ ._ 17. ~ 16.6~ 14.3.... / \ 130/ OF 45 ~ \ J - I t /\ 9 ) "-.../ : &1'1
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. t/ ~ ^~9~ DO If::: I \ 90 ) OF 30 '.:-: '\2) rMG\ ~,4 ~ I ~ /~Ll ' ~1~~ ~lJ-' J'
19.66 /\ --7~ ' ~ l- ~ d "'--"". \ 3 I'~ · V \ ~~~H ~ r
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f -'~~1'l;;" - ""... d,rma -. ,---- . \ CONC.P ~ -- X}-...... X II 0 GTf L rL~ O;J7- "',~
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CONT BOX /l1j~;;o<::... ~ -. M "'TOC-...........~ 1 CONC S/W ".;r 0 '\.:.,--- - __ "~"'I( _ _
GTEM 'I'Y - _1 ~- == "-,...L '_ wv\fl I '---'1 -- If[-r~:E~ ~~TFIF v- - ~ __-- ..r.&'
__ -- -- I M, C GE OF PAVEMENT -I ---", - ~--- Jl - . _ ~ J ...f.... ---J~f'~~ "E'
-- "- 2 "- I "- '5~CLAY (Sti,N) ! ~ ~... ~---;..---~~:'- "'" ~~-~~-C~Y- --~- ~'-- __ ~
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_ '() ASPH ~ ~ RAIL t..W=.L_~ -'---"V-
L -_223.18 FL,D ~E~SURED I ACCEL LANE ! L ( OVERALL ) -~z::..-:: z --r
CB - .__ N882702 W.. tfl I R = 1139916' "
CH = 223,18' - -~--- --___ ~ _ L::::: 15'6.ai'(FLD MEASURED) ?~~.
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~ CH ::::: 156,87' ----_w - ___ L~';. --- ... "
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------------------------- :
GULF TO BAY BOULEY ARD (RIW VARIES) 1--~
SYM.
TREES
Ll
QTY
BOTANICAL NAME
COMMON NAME
SPECIFICA TIONS
22
Lagerstroemia indica
" Natchez
Myrica Cerifera
Magnolia grandiflora
Phoenix reclinata
B/B, 3" cal., multi-trunk
10-12' ht. x 4-6' sprd.
8&8, 3" cal., 1 0-12' ht.x 4-6' sprd.
Natchez Crope Myrtle
1_ \Ii
cn~
MC
MG
PR
QV
20
24
6
27
Wax Myrtle
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Magnolia
B&8, 4" cal. , 16'-18' ht., 5' C.T.
2
3
Senegal Island Date Palm B&B, 20'-22' oah, Min. 9 stems @14' c.t.
4
5
6
7
8
9
Quercus virginiana
Live Oak
B&B, 4" col., 16'-18' ht. x 7' sprd." 5' c.t.
8&8, 18' c.t. hts. Matching heights.
8&8, 12'-14' oah
WR
PC
SHRUBS
HR
RI
NO
LME
LMV
TA
VS
MISCELLANEOUS
SOD
44
2
Washingtonia robusta
Phoenix carariensis
Washingtonian Palm
Canopy island
date palm
Hibiscus
Indian Hawthorn
Oleander
Giant Uriope
~
..
FENCE
CHANCES TO
4' BARBED
V-W1RE
Hibiscus Rosa-Sinensis
Raphiolepis Indica
Nerium oleander
3 gallon, 36" ht. x 24" sprd" 36" o.c.
3 gallon, 24" ht. x 24" sprd.. 36" o,c.
3 gallon, 24" ht. x 20" sprd., 36" O.c.
1 gallon, 12" ht. x 12" sprd.. 24" O.c.
1 gallon, 1211 ht. x 12" sprd., 24" O.c.
1 gallon, 811 ht. x 1'1' sprd., 24" o.C,
3 gallon, 2411 ht. x 24" sprd., 36" O.c.
50'
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Liriope muscari 'Variegata' Aztec Grass
Trachelospermum asiaticum Minima Jasmine
Viburnum Suspensum Sandankwa
Viburnum Hedge
Stenotophrum secundotum St. Augustine Sod
"Floratam" "Floratam"
disease/weed-free, laid tight, rolled
ANN Seasonal Annuals-alternate Marigolds, Periwinkle,
color at replanting at change 1m patients, Dianthus.
of season-at front entrance
Mulch Shredded Cypress Mulch Grade 'N, 3" Layer
T8D= TO BE DETERMINED BY LANDSCAPE CONTRACTOR
4" pots, 9" o,c.
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LANDSCAIPE REQUIRED PER CODE
CITY OF CLEARWATER
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CALIPER
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SHADE TREE
12'
LIVE OAK, DIVERSllY, 5' TO IMP.
10% FLOWERING
2 ACCENT TREE = 1 SHADE TREE,
MAX 25%
3 PALMS = 1 SHADE TREE, MAX 25%
( 1 DATE PALM = 1 SHADE TREE 1:1)
100% = 36" HIGH & 80% OPAQUE 12 MDS
NES Comm.: 9916
j Drawn By: I. B. I
I Checked By: H.G. I
~
2"
ACCENT TREE
8'
PALM TREE
10' TRUNCK
18" -24"
SHRUBS
36"0.C,
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.~309$ 'BW~'
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5/1/00
PERIMETER BUFFERS
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EPpT - McMULLEN BOOTH Rd.
SjUTH - GULF- TO- 8AY
W ST - BAY STREET
N RTH - VACANT- RETENTION BASIN
I
1 TREE/35 FT.
1 TREE/35 FT.
1 TREE/35 FT.
1 TREE/35 FT.
15 FT. WIDE
15 FT. WIDE
10FT. WIDE
10FT. WIDE
100% SHRUBS
100% SHRUBS
100% SHRUBS
100% SHRUBS
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EX. PINE
EX, PALM
EX, OTHER TREE
(AS LABELED)
TREES TO BE REMOVED
WASHINGTONIAN PALM - WR
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CANARY 15lAND DATE PALM - PC ~
SENEGAL ISLAND DATE PALM - PR -0.
MAGNOL~ - MG ..-.
NATCHEZ CRAPE MYRTLE - U @
WI\X MYRTLE - MC 0
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VIBURNUM HEDGE - VS
SHADE TREES TO BE 12' HIGH, 4"
CALIPER MIN.
ACCENT TREES 10' HIGH,
3" CALIPER.
NEW SHRUBS TO BE 24" HIGH,
3'O,C.
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS)t PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO
PROTECTED PLANT MATERIALt HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSIAN IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
2. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTEDt A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE "TYPED AND RELEASED.
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF LANDSCAPE PERMIT. THE LOCATION
OR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION
DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSABLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING, IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLEt THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLESt UTILllY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWfH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HlGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR SETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 8' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 36" ON CENTERt AND BE MAINTAINED AT A MINIMUM OF
36" IN HEIGHT.
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DtST-
RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
lOW TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDSt OR MULCHED AREAS WlTH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50t FROM A WATER
SUPPLY HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATlON SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
:...4
,...,
~
IRRIGA liON NOTES (CONTINUEDI
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON S~TE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE pve SCHEDULE 40 OR BmER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS. THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 181t BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD OR APPROVED EQUAL.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR COD,ING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OtUTLETS AS NON-POTABLE WATER SUPPLY.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUilDINGS.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILSt MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LAND-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE Be SHRUB PLANTING DEl AILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BUR LAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGIRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS; SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPED
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
BE PLACED OVER THE ENTIIRE SURFACE OF EACH PLANTING HOLE. TO
PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW
INCHES FROM THE BASE OF EACH TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE !PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL,
5, PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO INOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLYt THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
....
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Minimum Mulch
Remove Container
Fro m Rootba II
Planting Soil Mixture
Existing Soil
SHRUB PLANTING DETAIL
N.T.S.
CONCRETE CURBING
CROWN SPREAD
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ASPHALT PAVEMENT ·
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washington Palm Installation:
Leave inside row of fronds
TIe up with biodegradable twine
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for Cabbage Palms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
For Washington Palms:
Leave 011 boots on trunk
20 Layers Burlap Pad at
Support Contact - No
NQi/, in tree Wood
WIre Tie
-r x 4" Brace (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
-r x 4' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
I Soucer Rim
\ Finish Grade =1
'S Minimum Mulch
Rootball, 1 ~ Minimum
Radius From Trunk
Washed-In and Tamped
Planting Soil Mixture
Existing Soil
PALM Sf AKING & PLANTING DEl AIL
N.T.S.
.~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
l_tIl
CII'
Remove Dead and Injured
Twigs. Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Shlrveyor's Tagging
Tape, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree ang
Set At A 45' Angle With 3- H 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3H Minimum Mulch Layer
Remove Burial? From
Around Top Of Ball
Planting Soil Mixture
\1\)
.
11III
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TREE 81 AKING & PLANTING DET AIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
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Provide a minimum 5'x10'
unobstructed planting area
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NES Comm.: 9916
f Drawn By: I.B. I
I Checked By: H.G. I
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead ond Injured
Twigs, Trim No Leaders,
Retain Noturol Shape,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White $1Jrveyor's Tagging
Tope, 6" Length
3 - 12 Guoge Galvanized Wires
Spaced 120 Around Tree ang
Set At A 45'Angle With 3- H 68
Duckbill Anchors Or Equal
Remove after one growIng season,
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
Issue Date:
Revisions:
No. Date
TREE STAKING & PLANTING DEl AIL
N.T.S.
u[R1~~ [B3~~~~((;~[Q)~ [Q)~U ~~~~
1" X 4" Horizontal Wood
Members or
Approved Substitute
4'
2" x 2"
Vertical
Wood Stakes
.
.
Barriers Placed at Protective Radius
2/3rd's drlpllne for hardwoods 16'minl
f!Jll drip line for pInes (6'mlnl
.
.
TREE BAFtRICADE DETAIL
N.T.S.
iDEVELOj)
~ PERMITTING & BIDDING
5/1/00
Descri tion
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