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ADD ITIO~AL.. E:L.E"V,4,TIONS \0' ~r:-88 Z'lq/4~
I HEREBYCERTIFYTHAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE
UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO T BEaT Of M.'l KNOWLEDGE AND BEUEF.
THERE ARE NO APPARENT GROUNO ENCROACHMENTS, UNLESS OTHERWISE WN.;' '.
DATE 9//3/88 . i ~jYl ~
REGISTERED SURVEYOR NO. .3 Z 8 ~
u
-'
PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED FOR RIGHTS-OF.WAY, AND/OR EASEMENTS OF RECORD: SURVEY SHOWN HEREON
MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEY RULE 21 HH-6.03; ELEVATIONS SHOWN HEREON ARE BASED ON N,O.S. DATUM
UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION OF EXISTING
BUILDINGS LYING BELOW SURFACE NOT LOCATED, BEARING AND/OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS
UNLESS OTriERWlSE NOTED. THIS SKETCH NOT VALID UNLESS SEALED WITH THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. UEASURE.
MENTS MADE IN ACCORDANCE WITH UNITeD STATES STANDARD.
Robert Buggee
Joe Tucker
LOTS 5 a 6, LESS THE N.IO'
BOYNTON HEIGHTS - BL2
PALM BEACH COUNTY
310 SOUTH FEDERAL HIGHWA'(
P O,BOX 759
BOYNTON BEACH. R.ORIDA 33435 .
737-6546
310 WEST THIRD STREET
P,O,8QX 2278
STUART. R.ORIDA 33494
28&-4111
Pg 35
Scale
Drawing No.
M- 88- 9-&4
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SEE SHEET ~3
F OR LAN D S CAP I N G
PLAN
S TAN D A RD PARKI NG STA L L
HANDICAPPED PARKING
ST ALL
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61/
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7~RADIUS
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ENLARGE. EXIST
DRIVEWAY AS SHOWN,
DRIVEWAY SHALL BE
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C. B S B U I L DIN G
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FILL CELLS WITH CONC
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MASONRY WALL DETAIL
PRELIMINARY "
N / /;
TECHNICAL COMMfflEl\ L E ~ = 1 -0
FOR SIT LAN REVIEW~
Bldg Dept Date eltW )
Fire Dept te - 2- -])
Eng Dept ~Date z/..~Jf1~~ ~
Uti) Dept. tI/7 Date 1./Z/M ~
Police Dept Date ) ~ t A{l1
P W Dept Date~ 5"7 n?6.A-1o
City Planner Date ;Z( ~~lfo
Ree Dlr. Date~
City Mgr. DateJ!/P:f.2L
Forester Hort Date J -~ .87' ~ MeMD
S TOe U:>/1\(I\~,,$Q't $iAPPROVEDD~ I.L \ t:l-\!s''i fff~
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JOB NUMBER ~ ~ ~ ~
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NO DATE
TB S R E
BY APPD
PER CITY OF BOYNTON-,BEACH
DESCRIPTlON
SHEET NUMBER
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Notes for Slte Work
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D1Vlslon 1 - General
1 The Contractor shall before submlttlng a proposal V1Slt
the slte to satlsfy hlmself as to the materlals and scope of
new construct1on and any dlff1cultly attend1ng to performance
of the work
2 The Contractor shall verlfy 1n detall all dlmenslons and
condJ.tJ.l~n8, partJ.cularlv at the job site ClnJ 1 epOl t
dlscrepanc1es to the owner or englneer prlor to Sl~nlng of
the contract Fa1lure to do so w11I not relleve h1m of the
requ1rement of perform any work The Eng1neer w11I not
assume any responslbl11ty whatever for the eAecut10n of the
work
3 All work shall be performed In strlct conformance wlth all
federal state and local bU1ld1ng codes All J.nstallatlon of
equ1pment shall be performed 1n strlct conformance w1th the
manufacturer's recommendat1ons for proper J.nstallatlon
4 Contractor shall locate and verlfy all eXlst1ng ut111tles
pr10r to the start of constructlon
Dlv1s10n 2
Sectlon 02110 - Demol1tlon
1 The eX1st1ng canopy attached to the eXlstlng structure as
shown on drawlng shall be removed 1n 1tS ent1rely
2 The Contractor shall protect all eX1st1ng utll1t1es and
publ1C 1m2rovements and shall be respons1ble for all damages
caused dur1ng construct1on and shall repa1r sald damages at
hlS own expense
JI EU
-1 r-2~/2" TYPE "E" GRATES ARE CASTED
II IN TWO SECTIONS
TYPE DIMENSIONS
V INLET
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GRATE
1 TOpSOll shall be removed to 1ts entlre depth from areas to
be occupled by park1ng areas and walks and legally d1sposed
of, except that WhlCh 1S to be placed 1n landscaped areas
2 The Contractor shall notlfy the Owner 1mmedlately of any
s2eclal sOlI or water condltlons that are present on the
slte Do not proceed wlth further work untll so notlfled
3 If muck lS encountered lt must be completely removed to
10 feet outs1de the edge of pavement or otherwlse speclfled
Sect10n 02200 - Excavat10n and Backflll
1 Subgrade shall be compacted to 95% MaXlmum Denslty for a
depth of one foot as determlned by AASHTO-T180 I
2 No earth embanvments shall exceed a 4 1 slope
3 The Contractor shall be responslble for all llne and grade
work as requlred by the Contractor and all Subcontractors
4 The Contractor shall flll and flne grade all planted
areas leavlng the flnlsh grade smooth, level and ready to
recelve sod or other planted materlals Grade at the
perlmeter of the plantlng area shall be 2' below the adjacent
concrete curb sldewalk or asphalt pavln~ as appllcable
Grade wlthln the plantlng ls1ands and plantlng str1ps shall
be crowned
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2"J=l--CRATE3 -~
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114 BARS/
I s 1 2" 0 C I
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GENERAL NOTES
SECTION
5 Fl11 for unpaved areas shall be clean earth,
ObJectlonable forelgn objects
Sectlon 02400 - Slte DraInage
1 The Contractor shall slope all flnlshed grades to provlde
posltlve dra1nage Flat areas and pond1ng water w111 be
unacceptable
SEE STANDARD PLAN FOR DETAILS WHEN
USING THIS TYPE INLET WITH VALLEY
GUTTER ROAD SECTIONS
FOR MORE INFORMATION SEE DOT 1976
STANDARDS INDEX NO DOI-03
( 1 )
NOTE
PLAN
II
2J~f-
3 Protect agalnst damag1ng any lawns, shrubs,
walks and other wor~ that lS to remaln In place
Sectlon 02200 - Earthwork
trees, roads.
(2)
GENERAL NOTES
ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/~'
FOUNDATION MATERIAL WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION
IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO
SATISFACTORY FOUNDATION BACKFILL TO FLOW LINE WITH CLEAN SAND
BEVELED EDGES
GRATES. CAST IRON GRATES I N ACCORDANCE WITH FLA
DOT
SPECIFICATIONS
-~
8
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'" INLET TYPES INLETS ARE TO BE SHOWN HEREON TYPE II E MOD" IS A TYPE II E"
TURNED 90 TO RECEIVE R C P LARGER THAN 48" DIAMETER INLETS RECEIVING
R C P LARGER THAN 48" DIAMETER SHALL BE IN ACCORDANCE WITH FLA
DOT STANDARDS (DENOTED ON PLAN AS II EM")
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SEE
MATERIAL INLET WALLS AND FOOTING MAY EITHER BE POURED-iN-PLACE 2500
L8 CONCRETE, OR PRECAST CLASS "A" 3000 LB CONCRETE, OR STANDARD
MANHOLE BRICK (NO BLOCK) WITH 1/2" PLASTER (NO LIME) WITH 8"
PRECAST CAP
free of all
nralndpe Calculat10ns
1 hI - 5 YI storm = 2 9
Assume water table 1S at a depth greater than 3 feet
Sell Water Storage CapabIlIty = 4 95 sq ft
Totdl Slte Area = b766 sq ft
RaIn1all Volume = 676b sq ft A 2 9 11~ = 1635 cu ft
Perv10us Area = 1655 sq ft
InflLtratlon Volume = Ib55 sq ft x ~ 95 112 = 682 7 cu ft
rrench Draln 1S requlred for the followlng volume =
_ 1635 cu ft - 682 7 cu ft = 952 3 cu ft
V~lum~ (~c -In ) = 952 3 cu ft ~ 1 ac 143560 sq ft x 12 ln 1ft
= .:2t:2 ac -In
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DeSIgn E>flltratlon Tlench
SJte Total Acreage = 6766 sq ft x 1 ac 143560 sq ft = 155 ac
PerVIOUS Area Acreage = 1655 sq ft ~ 1 BC 143560 sq ft = 038 ac
2 5 t1mes the % of Imperv10us = 2 5 x 117 ac I 155 ac = 1 89 in
Volume (Total DeSIgn Volume) = 1 89 ln A 155 ac = 293 ac -In
H = Tr =n~h HeIght = 3 25'
W = Trench Wldth = 5
/POST
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GENERAL
SPECIFICATIONS
lill~IIII-1/11
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I v BASE
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POST STEEL FLANGED CHANNEL POST WITH
BAKED GREEN ALKYD FINISH PER A.5TM-A-/23 ,
WITHOUT ANCH OR PLA TES SEE DETAIL SHEET\
C ONe BAS E 2000 -# AS SHOWN
STOP SIGN R 1 'MUCTO 30" 30"(HIGH
~u = Un~3turated Trench Wldth = 2 25'
...
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Na = Effectlve Porosltv ~ 23 (Conservat1ve)
Hydr,ul1c Conductlvlty (from percolatIon test)
[lrst 3 - ~ ml 15 sec = 0 00128 ft Isec
~econd ~ - 4 ffiln 15 see = 0 00102 ft /sec
Average = 0 00115 ft Isec
Trench Length = 1 01*V - 0 084*Du*W*\!(K*H*Na)
,
o 084*Du* \[(K*H'Na) + (0 00013Q*W*Du)
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It en c 1--1 Len g t h = 1 0 1 (0 :2 9 3) - 0 084 (2 25)( 5 ) '* V (0 00 115) (3 25) (0 23)
\1 03412 "':5)" V(O 00115) (.=, .:25) (0 ~J) + (u 000139) (5) (:=' 25)
= 378ft < 65 ft (OK)
TYPICAL STOP
S IG N
NOT TO S CA L E
NO
DATE
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2 Fllter cloth for exflltrat10n trench shall be M1raf1 140
or approved equal Termlnate trench bv wrappIng and bandIng
fllter cloth areund p1pe
3 All lnlets shall be precast Class 'A' 3000 pSl concrete
4 Gratln~s for catch baslns shall be cast lron and
fabrlcated 1n accordance wlth Flor1da DOT spec1flcatlons
5 Relnforclng steel for catch baSlns shall conform to ASTM
615 Grade 40
6 Shop draw1ngs of catch baSlns shall be submltted to Gator
Englneerlng Servlces
Sectlon 02500 - Pavln~
1 The sequence of constructlon shall be such that all
underground lnstallatlons ( 1nclud1ng sprlnkler system ) of
any klnd that wl11 come under the pavement or wlthln 10 feet
I of lts edges shall be lnstall pr10r to the constructlon of
j the base
I
I 2 Shellrock Base shall meet the requ1rements of the 1982
, Florlda DOT Speclflcatlon and Palm Beach County Standards
I Latest Ed1 hon
3 Shellrock Base shall be placed 1n 4' layers (compacted
th1c~ness) and compacted to 957 MdY1mUm Dens1ty as detelln1ned
by AASHTO T-180
I 4 The materlal use for prlme coat shall be cut-bacv asphalt
Grade RC-7U or RC~250. conformlng w1th the requ1rements of
I AASHTO M-81 The penetrat10n range shall be from 60-1~O Rate
I of appllcatlon shall be not less than 0 15 gallon pel square
I yard
I 6 Type II Asphaltlc Concrete Surface Course shall meet the
I requlrements of Sectlon 331 of the Florlda DOT Standard
I Speclflcatlons latest reV1S1on
I
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7 Before constructlon of Asphalt Surface a Job M1X Formula
shall be submItted to Gator EngIneerIng Servlces
8 Surface preparatlon, spreadlng and laYlng, compact1ng1 and
rolllng operatlons shall conform WIth Asphalt InstItute
recommended speclflcatlons
Sectlon 02501 - Pavement StrlPPlng
1 Pavement strlpplng shall be double-Ilne palnted strIps
where park1ng stalls abut each other and meet the
requlrements of 1982 Florlda DOT Speclflcatlons latest
reV1Slon
2 Pa1nt for pavement markIng shall be whlte non-re~lectlve
palnt conform1ng to the requllements of Federal Specltlcatlorl
TT-P-115, Type III, Palntt Trafflc, Hlghway, Whlte W1dth
of Ilnes shall be four lnches unless noted otherwIse
Palntlng for handlcapped par~lng spaces shall be blue
D1V1Slon 3
Sectlon 03300 - Concrete Work
1 All concrete shall develop a mlnlmum compresslve strength
of 2500 pSl at 28 days
2 All concrete deslgn and constructlon shall conform to ACI
318, BUlldlng Code RequJ.rements for Relnforeed Gencrete
3 All concrete shall comply wlth applIcable sectlons of ASTM
C-94 for Ready-Ml~ed Concrete
4 Sldewalks shall be a mlnlmum of 4 thlCk Walks shall have
sawed or tooled JOlnts at 5 -0 maXlmum wlth tooled radlus
edges Installed 3/8 expanslon JOInts at lntervals of not
not over 25 -0 and slmllar J01nts at walls curbs ete
Clean JOlnts and caul~ wlth sealant lmmedlately
5 All exterIor wal~s shall recelve a broom fInIsh
DESCRIPllON
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DRA'M-I BY TB S<KH DATE..II/21'88
CHECKED BY f E T R 0 VDA TEll 12 818 6
JOB NUMBER
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SHEET NUMBER REV
2 0 F 3
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PAOPERTY
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BO'(NTON BEACH BLVD
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PARKING
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PLAN
PROPE RTY
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BU1.ld1ng Area 730 sq ft
Lot Area 6766 sq ft
N Pervious Area 1655 sq ft
--
ImpervJ.ous Area = 4381 sq
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Lots 5 &6, Less the N 10' Boynton He1.ghts - BL2
Plat Book la, Pg 64, Palm Beach County
Two eX1st1.ng trees exist on the property - Tree on east s1de
of property shall be removed Tree on west s1de of property
shall remain
Tenant Dent1.st's Office
(11%)
(24'70)
ft (65'70)
ParkJ.ng RequJ.rements 730 sq ft /1 park1ng space/200 sq ft
= 4 spaces requ1.red 6 prov1ded
Landscape Area
Inter1.or Green Requ1red = 20 x 6 = 120 sq ft
Interior Green Prov1ded = 200 sq ft
Inter1.or Trees Requ1.red = 2
Interlor Trees Provlded = 2
2) All landscap1.ng shall be l.nstalled in a sound workmansh1.p
manner and accordlng to accepted good planting procedures
2) All trees shall have a height of 10' after plant1ng Trunk
shall have 5' of clear wood w1.th a m1.n1.mum dlameter of 2"
3) All hedges shall be 36" height, 24" 0 c
4) All landscaped areas shall have automatlc l.rr1gat1on from
pr1.vate well t
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5) All landscaped areas at parklng area not protected
concrete wheel stops shall have ra1.sed concrete curbs
by I
J' 6) Grass areas shall be soddedL pluggedt sprlgged or seeded
except that solJ.d sod or o~her accep~able erOSlon control
measure shall be used l.n swales or other areas subject to
I erOSlon
I
1-7) All landscap1.ng shall meet the
I standards as set by the C1ty of Boynton
!
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requ1rements of the I
Beach (Ord 88-22)
JI'.....
.....
LEGEND
VI B URNUM
LIVE OAK
MAHOGANY
HEDGES
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DRA'Mol BY TSMITt- DATE../I J 988 ~~~d
CHECKED ByFETRO DATEI/2888 vf~Z~
JOB NUMBER ~ ~ ~ ~
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ELECTRICAL
ALL WORK, MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED
UNDER THIS DIVISION SHALL COMPLY WITH THE LATEST EDITION OF
THE FOLLOWING CODES AS AMENDED BY THE GOVERNING BODY:
NATIONAL ELECTRIC CODE (APPLICABLE EDITION)
LOCAL CITY AMENDMENTS
O.S.H.A.
STANDARDS OF NATIONAL BOARD OF FIRE UNDERWRITERS
REGULATIONS OF FP&L CONCERNING ELECTRICAL INSTALLATIONS
REGULATIONS OF TELEPHONE COMPANY AS APPLICABLE
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PARKING LOT LIGHTING LEVELS ARE IN COMPLIANCE
WITH BOYNTON BEACH PARKING LOT CODE ·
ARTICLE 10, SECTION 5.
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REVISIONS:
AVERAGE MAINTAINED FOOTCANDLE LEVEL
MAXIMUM TO AVERAGE RATIO
3.57
4.10
r----
KEENE #SAR253LXC-PCB, 250 WATT HPS FIXTURE
_ (WITH INTERGAL PHOTOCELL.
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IT CONDUIT WITH #12 THWN CU. CONDUCTORS TO V
,. XISTING PANEL. INSTALL ON NEW 20A BREAKER. ,
-
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POLE - OWNERS OPTION TO USE 20' 'TYPE 1" CON-
CRETE POLE WITH 4' OF THE TOTAL LENGTH IN
~ GROUND OR A FIBERGLASS POLE EaUAL TO
W.J.WHATLEY E3020 WITH 4' OF POLE IN GROUND.
FIBERLASS POLE TO BE STABLlZED WITH CONCRETE
AT BASE.
NOTE
CONTRACTOR TO VISIT JOBSITE PRIOR TO BIDDING TO
ASGERTAIN EXISTING JOB CONDITIONS. ALL WORK
RECmlRED TO PROVIDE A COMPLETE WORKING
SYSTEM IS TO BE INCLUDED.
"FS" BOX LOCATED AT HANDHOLD. FURNISH 10A IN-
JI'" LINE FUSE
~!J
CONDUIT SIZE & NUMBER AS SHOWN ON SITE PLAN.
ALL EXPOSED CONDUIT TO BE SCHEDULE 80 PVC.
MINIMUM DEPTH TO BE 24"
-
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~ 10' GROUND ROD WITH #6 GROUND CONDUCTOR
BONDED TO FIXTURE. CONNECTION TO BE WITH
APPROVED UNDERGROUND CONNNECTOR.
:.:
PROPOSED SITE PLAN -
.JOB NO:
88128
LIGHTING STANDARD DETAIL
DATE ISSUED:
11/10/88
-- ~ ---
SCALE: 1" = 10' - 0"
NOT TO SCALE
DRAWN BY:
A.D.
DESIGNED BY:
CHECKED BY:
M.T.
_.21 1981
APPROVED BY:
M.T.
SEAL
SHEET
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