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City of Boynton Beach
MICROFILM INPUT SHEET
Planning Department
Development File
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Proiect Name ttG\.l <; ~j
DOCUMENT TYPE
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Date
3(1I/i37~
I
D
D
D
D
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Parking Lot Variance - PL V
Conditional Use - ell
D
D
D
Master Plan Modification - MPM
Preapplications - Preapp
rvIaster Plan -:rviP
RezonLng - R
Rezoning and Land Use
Element Amendment - LUEA
Preliminary Plat - PP
D
D
D
Site Plan ~A:odification - SPM
Site Plan - SP
Annexation - A
Abandonn1ent - Abdm
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I~umber of Sheets ~ ; ~
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Year
( c131
Approved [23f
Deni~1 D
Conditions jX1.
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. (F./).I)Z' INDEX 232
GRA1E EL. 1/.00
PIFE IN~ 7.15
BOTTOM E:l. S,t,s
EXf'ILTRAT/O/J! TRENCH INV. 5. 4
. (9 CONST: ~Ye!:~" INlEr
(F:lJ.O. T. INi..il:.~ 232 J
GRATE El. 11.00
PIPE I.NV. ,. (,S
BIJTTQ..f(J EL 5.1 S
EXFlLfKATItJ.4' TRENCH lNY. 5.4
o CONST. TYPE "C" INLET
(F:o.D.r. INDEX 232)
GRATE El./1.00
. PIPE INV. 7./ fi
BOTTOM EL. .5: 'S-
EXFIL TRATlON TRENCH INV. 5. 4
1?.q~CR ~ANOlc,.Af fA~KINbl '.;lbM
PAVEMENT -.
,,\,~
9
I
TrPE 'C"INLET
(SEE F. D.O. T. INDD. 232)
FILTER FABRIC
(MIRAFI 140N
DRAINAGE FABRll ,-
OR EGVAL) I
DUVBLE ON TOP
PAVEMENT
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FLODR EL. 12.30
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FIL TER FABRiC
(A1IRAFI /40/V /)RlUN/IGE
FABRIC Ol? El;7(JAL)
EXFIL TI?ATION TRENCH TO INLET TYPICAL CONNECTION
-. ....-- -
FOR ADOITIONAL tlETAILS .5EE F:D.O.r. INDEX 285
.
N
20 0
I ~~ IW!P!liiIWIZiW&-
SCALE
20
pp
fll" \ ~or $?)I~N
2
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coueSE GRAVEL
(WASHED)
ONE LAYER OF
FIL TEf( FABRIC
(MIKIlFI ;-40N
DRAINAGE FABRIC
OR EQUAL) AI,.L
AROUND
LEGEND
L -=.j LJ~1JT5 OF NEW PAVEMEN~
(11.0) EXISTING ELEVATION I
11.5 PROPOSED ELEL/..LlT/ON .
..\.~
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to
....:
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- CLOTH
No 4 CO()RSE AGGR~GATE
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TYPICAL EXFILTRATION TRENCH
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(MIR.tlFf 140fiJ DRAINAGE
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6'-0"
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BELOW TOP OF STOP.
GROUT HOLES
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. #4 CONT.
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CONST. awc. CURB .r \ I
1...\0' ~\,
(SEE SECTION c-c)
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NW CORNER OF P^"'OPERTY EL. /2.41
I
GENERAL NOTES
f DRIVE
I
f WHEEL STOP DETA l
NO SCA'.E
SEE ARCII. PLANS
2"
3'1
5/
TOOL 'lslt x 1 tz" DEEP
JOINTS 5'-0".
CONST. JDlNTS (#20 '-0"
FACE Of BLDI;'.
TYPE "[l' CONe. CVRB ASPHALTIC CONCRETE I
." ~oo) TYDr II 1" THICK) &i.~r..-I NA"',.'lJD'AL
~t'SEE F:o.o.T. INDEX .3' " Co (I b 1\,
I SLOPE VARIES _ .-?LOPE VARIES - ~'J: ;;;;-G~9IJNO
"'-COM:A;; - - C-;; ;;6l~~ ~A~ L.IZr<17 ..:...- -\::" .1I~ROCK (PRIMEO) (TWO LIFTS)
BACKFILL 10 'P~v OF 1?0 ~ ~%~ NO~4 COMPAc.-ret.? fO qb" t-.1\AX.
~tJ~\f,,( (AAI?H1'O 1-1et?)
EXPANSION
/VIA TERIAL
..,." CONe. SWK.
(2500 PSI CONC.)
\1
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~
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22"
VARIES FROM I-
(0" TO 0"
5.0'
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2"R
JOINT SEAL
f>AVEMENT
;'
TYPE 1:r CONe CVRB/
(sEE 1=:D.o.1. INDEX 300)
4"CONC. SWK.
G (2500 PSI CONC.l
COMPACTED
BACKFILL
~ If Eft: JOINT
CONe. CURB,
-S (CONT.)
l COMPACTED
BACKFILL -;
~
L
NATt/RAL
GRO()ND
I
lA/C. I
OR IDA
DATE 2/22/84
RS FILE 6. DRAWING NO.
84 -3- /0/7
I~S SHEET
1 1
STUART OF
r
SECTIOJV_B-B
SECTION C-C
7. UNLESS OTHERWISE SHOWN, ALL EXLSTING DAA1NAGE STRUCTURES WITHm THE
LIMITS OF CONSTRUCTION ARE TO 8E REMOVED BY THE COMTRACTOR.
&. M-.y NGVO-29 MONUMENt WItHIN tHE t.lMlTS OF CONsr".ucnONIS to BE
PROTECTED. IF IN DANGI;R OF DAMAGE tHE PROJE.CT ENG!Nfl!R. SHAt.L Nt.}iIFY:
MR. CHARLIE NOVAC
GEOOOnC INFORMA TY..)N CENreR
ATTN: C-172
ROCKvaLE,MARYLAND ~j2
TELEPHONE NUMBER (JOl~.j..&)19
_9.. UNU~S~5 SHOWN OTHERWISE, ALL RADD ARE TO THE EDGE OF PAVE~'ENT.
10. . THe CClNTRACTOR SHALL E~RCiSE EXTREME CAUTION IN AREAS OF BURIEO
UnUTY CA5LES, SANITARY LINI!5, WATER UNE.~ AND GAS LINE.S.
\
11. UNLESS NOTED 01'HERWISE, UTILITIES &~ To BE ADJUSTED BY OTHERS AS
DIRECTED BY ENGINEER.
12. THE LOGJ\ nONS OF THE EX1/Sl'iNG UTILITIES SHOWN .nll THE PL^~jS ARE
APPROXIMATE OW,..Y, THE EXACT LOCATIONS SH.-J..L Be DETERMINED BY THE
CONtRACTOR. PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTP.ACTOR SHALL
BE RESPONsmLE TO VERIFY IF "OrHt'Ut~ UTILB..lnES (NOT SHOWN T<N THE PLANS)
EXIST -.rrHrN THE AREA OF CONStRUCTION. SH!)ULD 'CHERIe BE ~THER"
UTILITIES, THE CONTRACTOR SHALL NOTIFY THE RJ::SPEC11VE UllUTY OWNERS TO
'RESOLVE UTILITY CONFLiCTS AND UTILITY ADJUSTMEN1'S, AS REQUIRED.
13. KNOWN UTILITIES:
AMERICAN TELEPHONE AND TELEGRAPH COMPANY
SOUTHEltN BEl.L TELEPHONE AND TELEGRAPH COMPANY
FLOP.iOA POWER. AND UGHT COMP~.NY
CITY OF BOYNTQ~i BEACH (Vi AreR &: SEWER)
FLORIDA PUBLIC UTLILlnES
NOf~: %e A~.v~II6.c.1t? f'LAN~ FO~ ~IOJ:. WA\...\<) ~Mf' ~
L.OAOI N61 t'a~K 6fAAOI N(;J f
1. GOVERNING SPECIFICATION: STA\TE OF FJ..ORIDA DEPARTMENT OF TRANSPOR.-
T A TION STANDARD SPECIFICATIONS DATED 1932 AND THE SUPPLEMENTS THERETO
DATED JANUARY! 982.
2. CON'STRUCTION DE'rAiLS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDAltOS DKfED JANUARY
~~ .
3. THE FINISHED PARKING SURF ACE SHALL BE SMOOTH AND SET TO DRMN AS
DIRECTED BY THE ENGINEER.
.. BASE & SUBGRADE TO BE COMPACTED TO MIN. 98~ OF MAXIMUM DENSITY AS
DETERMINED BY AASHO- 1'-180-61
5. BENCH MARK DATUM = NATIONAL GEOOOnC VERTICAL DATUM 1929.
6. EXISTING LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED
CONSTRUCTION ARE 1'0 BE REFERENCED BY THE CONTRACTOR PRIOR ~LO
CONSTRUCTION AND RESET AFTER CONSTRUCTION BY CONTRACtOR'S SURVEY
CREW.
\
~
PAVING AND DRAINAGE PLAN
u.
THE CONTRACTOR SHALL CALL U.N.C.L.E. 1-800-.:32-4770 (TOLL FREE)>> 48 HOURS
BEFORE DIGGING, 'FOR fIELD LOCATIONS OF' UNDERGROUND UTILITIES.
t$ MINIMUM STANDARDS AS SE1r FORTH IN THE CORRI!NT EDmON OF "THE
STATE Or FJ"ORlDA9 MANUAL ON 1rRAFflC CONTROL AND SAFE PRACTIces FOR
STREeT AND HIGH" A Y CONSTRUCi110N, MAiNTENANCE AND UTILITY OPERATIONS"
SHALL BE FOl.LOWED iN THE DESIGN, A?PLICAnON, INSTALl"ATION, MAIMTENANCf.
AND REMOVAl.. OF . ALL TRAFFIC CONTROL DEVICES, YARNING DEVICES AND
BARRIERS NECESSARY 'CO PROTECT THE PU8t.IC AND WORKMEN FROM HAZARDS
WltH~N THE PROJECT UMITS..
I-IALSEY i GRI FFITI..f,
BOYNTON BEAC~ FL
1....
NO.
DATE
~ SCALEAS SIIOWN
L C7... DESIGNED BV 5.0.
.. ',J'~ DRAWN BV DAG,
1,
CHECKED BV D.E.
HUTCHEON ENGINEE
REVISIONS
BY
SEAL
BELLE GLADE
CIVIL ENGINEERS & SURVEYO
WEST PALM BEACH
~
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r ~ 20' PAV'T:- . T~T
0.. so. /JELL 1t1.H -. I~{h~v!).
SET IRON PIPE I?O.4q ~~ET IRON f' "O~O;
~. I
@ I f !i <'AlJli...~ MA"'I-I~
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LO(~A T!ON ~'AP
'No> ~U.L:E: '---~
POWER
. DESCRIPTION
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Being all of Lots 1 and 2; Block "B" PENCE SUBDIVISION
~o. 1, being an addition tu the Town of Boynton Beach,
,r alm Beach County, Florida as recorded in Plat Book 1,
?age 3:3. of the Public Records of Palm Beach County.
-------
-------
CERTl FI CP.TI ON
(NOT VALID UNLESS SEALED WITH EM50SSED SURVE\OR'S SEAL)
I HEREBY CERTI FY that the survey of the property shown and
described hereon was completed under my direction on ~~~b~
'~J~4- _ and that said survey is true and correct to
tht best of my knm'J1Edge and bel i ef. There are no at'ove
ground encroachrr,ents other than those shm.m hereon.
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I FURTHER CERTIFY that this survey meets the MINl~~M TFCHNICAL
STh\D.~RDS FOR SCRVEYS set fOl'th by thfo' FLORIDA SOARD OF LAND
SURVFYORS pursuant to Section 472.027 Florida State Statutes.
no SEhRCH OF THE PUBU C RF"CORDS has been :;-.ade r-y thi s office.
The survey is based on i"fon;iation fur:lished by client or
client's ~eprese~tative.
'?-='
, -,
..-
C
POWER
Y".
17eo./51
Date of Signature
?120L~'I~ I 0 ~.. O.
~07:: ~~ .~. ::rl
Norman H. Gimpel .
Registered land urveyor ~
Florida Certificat2 No. 1413
....;'
,
"
. /
,-
""A~n-r.A~ WN~.
SURVEYORS NOTE:
I
I
I
I
I
I
I
-i
The location of the water lines as shown hereon was provided
by the City of Boynto~ Beach Utility Department, and were
not field verified.
1
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~EB 24 1984
~<:>
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~~
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h~e 83-: -:Zc_ - ..,-'9 F::>~
::-t1rl.{t' '-'I=' L-OTS I Z ~
Ij. \...\~ ~ LoT \ \) 6~ II e. \l
BOUNDARY SURVEY FOR:
HALSEY & GRIFFITH
BOYNTON BEACH
FLORIDA
-
'"
SCALE /" '" 30 '
DESIGNED ay
brl
DRAWN BY 17 \e:=..
CHECKED BY 1v"YJ?r
HUTCHEON ENGINEERS
DATE
~=F.!>. I"iB4
FILE & DRAWING NO
SEAL
INCORPORATE!)
CiVIL ENGINEeRS a SURVEYORS
WEST PALM BEACH PALM CITY
BELLE GLADE
- :- \:>~7
SHEET
REVISIONS
DATE
BY ;1
i OF 1
"~.
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