CORRESPONDENCE
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
lOl N. STATE ROAD 7 . 2ND FLOOR
POST OFFICE BOX 4399
MARGA TE, FLORIDA 33063
(305) 972-3959
June 30, 1981
Mr. 'It:rn Clark, P .E.
City Engineer
City of Boynton Beach
120 Northeast 2nd Avenue
Post Office Box 310
Boynton Beach, Florida 33435
FE: C & H PlAT #l JO #7808025
D2ar 'It:rn:
Enclosed is the revised cost estirPate for the subject develop-
ment with the recreation facilities included. The new bond arrount
would then be $1,523,267.60.
The new inspection fees v~uld then be $15,382.68 (1% + $150.00).
I know that Mr. Franks had already~ sul:rni tted a fee check based on the
previous estimate. If you have not already done so, I suggest that
you either return that check to him and request a substitute one or
request a new check for the difference.
I am also enclosing a certified sketch and legal description
of the new main recreation area which lies outside of the plat. I
have sent Paul Wolfe (Mr. Franks' attorney) a copy of this sketch so
that he can prepare the instrument to convey this land to the hane-
OtJJ1ers' ass=iation. 'Ihis recreation area is designed for use by all
future residents of the land in the PUD lying south of the L-19
canal.
Julian Bryan was before City Council on June 16, at which time
the council detennined that we had not made a substantial change
to the master plan. He plans to be before the Planning and Zoning
Board on July 14 to, hopefully, obtain approval of the minor changes
and back before Council on July 21 for the same purpose. If all goes
well, Mr. Franks then intends to post the bond so that the plat
can be recorded and he can beqin construction.
,
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LIlli1e 30, 29E:l
Page 1\"0
I want to L1;a'lk you again for your attention to these matters
and l=k forward to ..:>rking with you in the =nstruction phase. If
you have any questions, feel free to call.
-'
Danlel L. Carnahan, P.E.
cc: Mr. Stanley Franks (with enclosure)
Mr. Paul Wolfe(with enclosure)
Mr. Julian Bryan
Mr. Peter Cheney
IJ'l!:. Carmen Armunziato
Mr. Perry Cessna
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"'1LAI'\'\^iS 10 ()"
SKETCH l\ND LEr;AL DESCRIPTION
~AIN RECREATION AREA NO. 1
A PORTION OF LAND LYING IN SECTION 7, TOWNSHIP 45 SOUTH, RANGE 43 EAST,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 7, TOWNSHIP 45 SOUTH,
RANGE 43 EAST, SAID CORNER ALSO BEING ON THE CENTERLINE OF CONGRESS
AVENUE (S.R. 807) AND ON THE CENTERLINE OF AN 80.00 FOOT CANAL RIr-HT-
OF-WAY KNOWN AS THE L.W.D.D. Cfu'lAL L-20; THENCE N02047'01''E ALONG THE
EAST LINE OF SAID SECTION 7, A DISTANCE OF 769.47 FEET; THENCE - :
N87012'59"W A DISTANCE OF 1528.49 FEET TO THE POINT OF BEGINNING. SAID
POINT LYING ON A CIRCULAR CURVE TO THE RIGHT HAVING AN INITIAL TANGENT
BEARING OF S.81041'46"W. SAID CURVE ALSO BEING THE NORTH LINE OF A
PROPOSED 80.00 FOOT RIGHT OF WAY KNOWN AS MEADOWS BOULEVARD; THENCE NORTH
WESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 659.60 FEET AND
A CENTRAL ANCLE OF 28046'11", A DISTANCE OF 331.20 FEET; THENCE RADIALLY
N20027'S7"E. A DISTANCE OF 328.36 FEET TO A POINT LYING ON A CIRCULAR
CURVE TO THE LEFT HAVING AN INITIAL TANGENT BEARING OF S.5s026'02"E;
THENCE SOUTHEASTERLY ALONG THE ARC OF' SAID CURVE HAVING A RADIUS OF
130.00 FEET AND A CENTRAL ANGLE OF 32052'12", A DISTANCE OF 74.58 FEET
TO THE POINT OF TANGENCY; THENCE S.88'J18'14"E. A DISTANCE OF 95.00 FEET;
THENCE S.0,j018'14"E. A DISTANCE OF 320.00 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA
AND CONTAINING 1.860 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKETCH l\ND LEGAL DESCRIPTION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
~-
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DANIEL L. CARNAHAN
REGISTERED LAND SURVEYOR ~3002
STATE OF FLORIDA
NOTES:
(A) REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH
AN EMBOSSED SURVEYOR'S SEAL.
(B) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS-OF-WAY OF RECORD.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LANO SURVEYORS
LANO OEVElOPMENT CONSULTANTS
101 N. STATE ROAD 7 MARG.o.TE, FL. 33063
j-;j-;Q 7,"- ' ~ ':':,lDAr.~_._~" ~1r!.:...;1 _ . F~~:_. L,~It:':>_1c'~D
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SKETCH AND LEGAL DESCRIPTION
MAIN RECREATION AREA NO. 1
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DANIEL CARNAHAN CONSLn... TING ENGINEERS, INC.
CONSULTING ENGINEERS LANO SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD 7 ~1i'.RGATEtFL. ~3063
I JOB NO. . IDATE-'_._._-"-.lD""'f"'---'-~-I--:::-.~
7~,~:_ql7Z5 f, &-/0-8,._ LNE> ___
305. 972.. 3959
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SKETCH AND LEGAL DBsCRIPTION - UTILITY ~ASEMENT
BEGINNING AT THE NOR'l'We:AST COHN8R 01" BLOCK "D" OF "C & II PLAT NO.1" AS
RECORDED IN PLAT BOOK ,PAGle: OF THE PUBLTC RECORDS OF PALM BEACH
COUNTY, FLORIDA; SAID POINT ALSO LYING ON A CIRCULAR CURVE TO THE LEFT
HAVING AN INITIAL TANGENT BEARING OF s. 03046103" W.; THENCE SOUTHERLY
AND EASTERLY ALONG EAST L6NE OF SAID PLAT, HAVING A RADIUS OF 739.603~~ET
AND A CENTRAL ANGLE gF 30 13'00", AN ARC DISTANCE OF 390.05'; THENCE ON A
RADIAL LINE OF N. 63 33'03" E. A DISTANCE OF 16.00 FEET TO A POINT
LYING ON A CIRCUbAR CURVE TO THE RIGHT, HAVING AN INITIAL TANGENT r;Iv
BEARING OF N. 26 26'57" W.; THENCE NORTHERLY AND WESTERLY A~ONG SAID
CURVE HAVING A RADIUS OF 723.fN)' AND A CENTgAL ANGLE OF 30 19'49" .
AN ARC DISTANCE OF 383.05 FEE'l'; 'l'HENCE s. 88 57'30" w. A DISTANCE ~
OF 16.07 FEET TO THE POINT OF B~GIHNING. SAID LANDS SITUATE, ~.
LYING AND BEING IN PALM BEACH COUNTY, FLORIDA AND CONTAINING
0.142 ACRES MORE OR LESS.
I HEREBY CERTIFY TlffiT THIS SK~TCH AND LEGAL DESCRIPTION
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE POD
AND BELIEF. . . ,
"LeoR. 8lDCk"O"
c.a H. PLAT" I
DANIEL L. CARNAHAN
REGISTERED LAND SURVEYOR #3002
STATE OF FLORIDA
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DANIEL CARNAHAN CONSULTING ENGINEERS t INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
DRAWN Royer
CHECKED / M B
305-972-3959
FB/PG
101 N, STATE ROAD 7
JOB NO. 7808025 DATE 11- 8,79
MARGATE FL. 33063
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SKL II AND LEGAL DESCRIPTION
LAKE EASEMENT- C & Ii PIWPEKl'IES
COMHENCING 'AT THE SOUTHEAST CORNEl, OF SECTION 7 TOWNSHIP 45 SOUTH, RANG
43 EAST, SAID SECTION GORNEI{ ALSO BEING ON THE CENTERLINE OF COGRESS
AVENUE (S.R. 807) AND ON THE CENTEI{LINE OF AN '80.00 FOOT CANAL RlGHT.-
OF-\~AY KNOWN AS T)1E L.W.D.D. CANAL L-20; THENCE N 020 47' 01" E ALONG' .J
EAST LINE OF SAID SECTION 7, A DISTANCE OF 1144.03 FEET' THENCE N 870
12' 59" W A DISTANCE OF 739.20 JlEET TO TIlE POINT OF BEcINNING:
THENCE N 150 29' 30" W A DISTANCE OF 426.87 FEET TO THE POINT OF CUR-
VATURE OFA CIRCULAR CURVE TO T::I.'~ LEFT; THENCE NORTHERLY AND WESTERLY
ALONG SAID CURVE HAVING A RADIUS OF 72.17 FEET AND A CENTRAL ANGLE
OF 610 29' 42", AN ARC DISTANCE OF 77.46 FEET TO TIlE POINT OF REVERSE
CURVATURE OF A CURVE TO THE RIGHT; THENCE WESTERLY AND NORTHERLY ALONG
SAID CURVE HAVING A RADIUS OF 120.00 FEET AND A CENTRAL ANGLE OF 260
40' 58", AN ARC DISTANCE OF 55.89 FEET TO TilE POINT OF REVERSE CUR-
VATURE OF A CURVE TO JHE LEFT; TliENCE \,fESTICI{LY AND SOUTHERLY ALONG SAID
CURVE HAVING A RADIUS OF 270.00 FleET AND A CENTRAL ANGLE OF 540 37'
48", AN ARCH DISTANCE OF 257.44 FEET TO Till, POINT OF REVERSE CURVATURE
OF A CIRCULAR CURVE TO THE RIGHT; THENCE \,fI':STERLY AND NORTHERLY ALONG
SAID CURVE HAVING A RADIUS OF ')0.00 F"ET AND A CENTRAL ANGLE OF 860
35' 58", AN ARC DISTANCE OF 7 '). ') 7 FEET TO THE POINT OF REVERSE CURVA-
TURE OF A CIRCULAR CURVE TO TIlE LEFT; THENCE NORTHERLY AND WESTERLY
ALONG OAID CURVE HAVING A RADIUS UF 228.00 FEET AND A CENTRAL ANGLE
OF 158 02' 34", AN ARC DISTANCE OF 628.91 FEET TO THE POINT OF
REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGIlT; THENCE SOUTHERLY
AND WESTERLY ALONG tjAID CURVE HAVINC A RADIUS OF 850.00 FEET AND A
CENTRAL ANGLE OF 24 04' 23", AN ARC DISTA[,CE OF 357.1:3 FEET TO THE
POINT OF REVERSE CURVATURE OF A CIRCULAI{ CUl{VE TO THE LEFT; THENCE
SOUTHERLY AND EASTERLY ALONG SAID CURVE llAVING A RADIUS OF 130.00
FEET AND A CENTRAL ANGLE OF nO 12' 50", AN ARC DISTANCE OF 61. 75 FEET;
THENCE S 790 23' 35" WAD ISTANCE OF 431. 76 FEET TO A POINT LYING ON A.
CIRCULAR CURVE TO LEFT HAVING A INITiAL TANGENT BEARING OF S 250 16' 45"
E; THENCE SOUTHERLY AND EASTERLY ALUl~G SAID CURVE HAVING A RADIUS OF
659.60 AND A CENTRAL AN~LE 40 32' 29", AN ARC DISTANCE OF 52.28 FEET
TO A POINT; THENCE N 79 23' 35" E A DISTANCE OF 416.524 TO A POINT
LYING ON A CIRCULAR CURVE TO TIll- LEFT IIAVING AN INITIAL TANGENT
BEARING OF S 210 41' 40" E; TJIl':NCE SOUTIIl',!{L'i AND EASTERLY ALONG SAID
CURVE HAVING A RADIUS OF 130. OU FEf,T AND A CENTRAL ANGLE OF 66036' 34"
AN ARC DISTANCE OF 151.13 FEI:T TO TilE 1'01 NT OF TANGENCY; THENCE S 880
18' 14" E A DISTANCF llF 69. () I ,'I':I':T; '1'1 WNC[': S 080 18' 14" E A DISTANCE
OF 323.93 FEET TU A POiNT LYfNI, IIN ^ Cl!{CIILAH CURVE TO THE LEFT HAVING
AN INITIAL TANGENT BI-.AKING OJ. I~ ~no '):." OhIO E; THENCE NOWfHERLY AND
EASTERLY ALONG SAIIJ CURVE [IAV INC A [{AD IllS OF b59. 60 FEET AND A CENTRAL
ANGLE OF 04i:l 20' 39", AN ARC IJISTANCE (JIC ',0.01 FHT TO A POINT;
THENCE N 080 18' 14" VI A DISTANCI': OF J 16 ,/,6 FEET TO A POINT LYING ON
A CIRCULAR CURVE TU TilE LEFT llA V I Nl, AN iN I TlAL TANCENT BEARING OF N 850
40' 49" E; THENCE NOlnHERLY ANII I"ASTEI,LY A LmJl; SAID CURVE HAVING A
RADIUS OF 240.00 FE"T AND A Cli[ITl{AL ANCLL liF '!20 ',9' 03", AN ARC
DISTACND'OF 389.49 FEET TU TilE ['(IIIIT OF REVI'!{SL CURVATURE OF A CIRCULAR
CURVE TO TlIE RIGHT; 'IIIENCE NOI(f'Il[,!{LY ANIJ FASTERLY ALONG SAID CURVE
HAVING A RADIUS OF 22U. 00 liEE! AND A n:r- I'I\AI, ANGLE OF 1370 00' 00",
AN ARC DISTANCE OF '):'[1.U', HE', 1(11'111.: 1'111,,!'1 Iii' REVERSE CURVATURE OF A
CIRCULAR CURVE TO TBI' LEFT; TIII:NCI SOlI['III'kI.Y AND EASTERLY ALONG SAID
CURVE HAVING A RADIUS OF 170.UU !,'I~EI ANTI A CLNTRAL ANGLE OF 310 02' 35"
AN ARC DISTANCE OF 92.11 FEEl T(I i\ POINT; T!IENCE S ISO 29' 30" E A
DISTANCE OF 440.61 FleET TO A !'IIINT [,YINl, UN A CI!,CULAI{ CURVE TO THE
LEFT HAVING AN IN IT IAL TANGENT BEAI,INl, (JJ: "! 7 30 45' 18" E; THENCE
NORTHERLY AND EASTEHLY ALON(; S/\I[) ClIIWI.: IIAVINC A "ADIUS OF 1901.81
FEET AND A CENTRAL ANGLE UF Uj" j()' 2'3", AN AKC DISTANCE OF 50.00 FEET
TO TilE POINT OF IJECINNINC. SAll! LANDS SJ'I'I!ATJ" LYlNC AND BEING IN
PALM BEACH COUNTY, FLORIDA ANLJ CUIVT/\ IN I M, .~. J44 ACRES HORE OR LESS.
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DANIEL CARNAHAN CONSULTING ENGINEERS ,INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD 7
JOB NO. 7808025' DATE 10 -26 - ~
MARGATE FL 33063
DRAWN CHECKED /, /./
305-972-3959
FB/PO
PAGE 2 OF 2
SKETCH AND U:l:AL UESCIUI''J'ION
LAKE EASEHENT
C & II hUFEWl1ES
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I HEREBY CERTIFY THAT THIS SKE'J'ClI !\NIl
LEGAL DESCRIPTION IS TI\UE AND COl\REC'J' TO
THE BEST .~Y~~E AND I)ELILl,'.
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DANIEL L. CARNAHAN
REGISTERED LAND SURVEYUI\ #3002
STATE OF FLORIDA
POB.
4- 17.lt 5'"
R.. 150.00' ~
A..' 1.75
6.20.00' 20" SCALE'I",2OO
R- 800 .00'
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H. 1701 z' $9"W.
739.20'
N. 02047'0'''[.
DANIEL CARNAHAN CONSULTING ENGINEERS t INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD 7
JOB NO, 7B08025 DATE 10,26,79
MARGATE FL. 33063 305-972-3959
DRAWN Royer CHECKED {.,/J.l.8 FB/PG
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CC6T ESTIMATE
(] FOR C & H PROPERITFS
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Ji;t, . _~_v:.'i2--- .
link, ." n_-c-t~-_.-
12/11/79
By E.F.L. ,P.E.
*Rev. 5/5/80 J.T.
**Rev. 6/1/81 G. P.
Jo #7808025
I. P A VEME:I>.'T
Item & Description
QJantity
Unit Cost
PlllDunt
A.
8" shell rock base w/l 3/4"
asph. surface & 12" stab.
subqrade (includes all ',o,urk
on Conqress Avenue, r.!eadows
Blvd. and turn lanes.)
10,699 SY @ $ 7.30 = $ 78,103.00
B. 8" shell rock base w/llj" asph.
surface & 1211 stab. slllXD:2de
(collector roads within Tracts
A t.'rru D.)
*Tract A - 7f,28 SY
Tract B - 7(,69 SY
Tract C - 10908 SY
T~~ct D - 3758 SY = 19,563 SY ~ $ 6.15 = ~184,272.00
C. 611 shell rock base \>,/1', asph,
surface & 12" stab. sutqrade <;,582 SY @ $ 5.00 = $ 47,910.00
Subtotal 5310,285.00
II. ~lIsa:-LrANEOUS CXlNSTOOcrION
A. 4' wide conc. sidewalk (all
tracts) 8,123 SY @ $10.00 = $ 81,230.00
B. 5' wide conc. sidewalk ( along
south side of Meada.vs Blvd.) 1,124 SY @ $10.00 .. $ 11,240.00
*C. Street lighting in r/w ?I; FA @ $1000.00 = $ 26,000.00
**D. Recreational Area (Tracts M)
(1) 4' Asphalt Walkway = $ 1,000.00
(2) Grading ,Sods 1.3 AC @ $0. 25/SF = $ 14,157.00
(3) 6" Rock/I" Asphalt 1332 SY @ $6.80/SY = $ 9,057.60
(4) Clubhouse 2000 S.F @ $25.00/SF = $ 50,000.00
(5) Bike Rack = $ 250.00
(6) Temlis Court = $ 8,500.00
\7) Tot rDt = $ 7,500.00
(8) B.B.0. Area = $ 750.00
SLI\3 'IDTAL $91,214.50
CXST ESTIMATE CCNI" D
**E. , Recreation Area (Tract G)
Same Costs as Rec Area Tract M
Subtotal
III. DRAINAGE
A. Pipe
IS" C.M.P.
**lS" C.M.P.
**21" C.M.P.
**24" C.M.P.
**30" C.M.P.
36" C.M.P.
42" C.M.P.
4S" C.M.P.
60" C.M.P.
66" C.M.P.
1,063 IF
460 IF
1,151 IF
1,190 IF
2,030 IF
1,863 IF
1,10S IF
196 IF
394 IF
30 LF
B. Structures
Standard Catch Basin
5' Diameter C.B.
6' Diameter C.B.
7' Diameter C.B.
47 FA @
IlFA @
2 FA @
2 FA @
**Stanc!ard ~ Hole
5' Diameter ~1.H.
6' Diameter M.H.
7' Diameter M.H.
6 FA @
3 FA @
1 FA @
1 EA @
Overflew Structure
Rip Hap Headl~lls
AsPhalt Aprons
1 EA @
3 EA @
62 EA @
SUbtotal
IV. l'lATER DISTRIBUTION SYSTEM
A.
10"
8"
6"
(Black Bone SystEm)
(All Tracts)
(All Tracts)
2,90S'@
9,083'@
4,4S3'@
D.I.P. :
B.
Gate Valves: 6"
8"
10"
31 FA.. @
IS FA @
3 FA @
17 FA @
7 FA @
4 EA @
8 FA @
1 EA @
C.
Tees: 8" x 611
6" x 6"
8"
10" x 8"
10" X 8"
= $ 91,214.60
$ 300,899.20
@ $ 13.00
@ $ 15.00
@ $ 20.00
@ S 24.00
@ $ 30.00
@ $ 37.00
@$ 44.00
@ $ 51.00
@ $ 67.00
@ $ 72.00
= $ 13,S19.00
= $ 6,900.00
= $ 23,020.00
= $ 47,760.00
= $ 60,900.00
= $ 6S,931.00
= $ 4S,752.00
= $ 9,996.00
= $ 26,398.00
= $ 2,160.00
$ 700.
$1100.
$1850.
$2200.
= $ 32,900.00
= $ 12,100.00
= $ 3,700.00
= $ 4,400.00
= $ 4,350.00
= $ 3,600.00
= $ 1,900.00
= $ 2,300.00
= $ 2,300.00
= $ 1,950.00
= $ 6,200.00
*$ 384,336.00
$ 725.
$1200.
S1900.
$2300.
$2300.
$ 650.
$ 100.
$ 17.
$ 15.
$ 10.
$ 350.
$ 400.
$ 450.
= $ 49,38S.CiO
= $ 136,245.00
= $ 44,830.00
= $ 10,850.00
= $ 7,200.00
= $ 1,350.00
1.36 Ton
0.5 Ton
0.34 Ton
0.7 Ton
0.1 Ton
= $
= $
= $
= $
= $
2,992.00
1,100.00
74S.00
1,540.00
220.00
D. Fire Hydrants
22 EA @ $ 750.
= $ 16,500.00
COOT ESTIMATE a:Nr' D
"
E. Services:
. 4-P1ex Services
**Sing1e Services
Double Services
Subtotal
= $ 7,750.00
= $ 6,600.00
= $19,800.00
307,110.00
31 EA @ $ 250.
33 EA @ $ 200.
88 EA @ $ 225.
V. SANITARY SEW'ER
A. 8" V.C.P.:
0-6' cut 2,714 IF @ $ 7.00 = $ 18,988.00
6-8' cut 3,925 IF @ $ 7.50 = $ 30,223.00
8-10' cut 2,887 IF @ $ 9.25 = $ 26,705.00
10-12' cut 2,247 IF @ $ 12.25 = $ 27,526.00
12-14' cut 925. IF @ $ 17.00 = $ 15,725.00
14-16 ' cut 165 IF @ $ 22.00 = $ 3,630.00
B. 10" V.C.P.:
10-12' cut 165 IF @ $ 15.00 = $ 2,475.00
12-14' cut 725 IF ,@ $ 20.00 = $ 14,500.1)0
14-16' cut 245 IF @ $ 25.00 = $ 6,125.00
. C. Man Holes:
0-6: 13EA @ $ 675. = $ 8,775.00
6-8: 14 EA @ $ 900. = $ 12,600.00
8-10: 10 EA @ $ 1200. '" $ 12,000.00
10-12: 8 FA @ $ 1400. = $ 11,200.00
12-14: 6EA @ $ 1700. = $ 10,200.00
D. Services:
Single 61 EA @ $ 170. '" $ 10,370.00
**Double 136 EA @ $ 200. = $ 27,200.(10
E. Force Main & Punp Station:
1. 8" D.I.P. F.M. 1,650 IF @ $ 15.00 '" $ 24,750.00
2. 8" x 10" Tap Tee w/8 G.V. 1 EA @$ 1750. = $ 1,750.00
3. Punp Station (canplete) lEA @ $ 45000. = $ 45,000.00
Subtotal $311,852.00
TCII'ALS
1. PAVEMENr
**II. MISC. C<:NSTIUCTICN
**III. DRAINAGE
** IV. WATER DISTRIBUTICN
** V. SANITARY SEWER
(~/
'IOTAL !
$ 310,285.00
300,899.20
384,336.00
307,110.00
311,852.00
$1,614,482.20
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
101 N. STATE ROAD 7 . 2ND FLOOR
POST OFFICE BOX 4399
MARGATE, FLORIDA 33063
(305} 972-3959
C-L{./~I
~,./C-::l
. Mr. Tern Clark, P.E.
City Engineer
City of Boynton Beach
120 Northeast 2nd Avenue
Post Office Box 310
Boynton Beach, Florida 33435
tin.t, \
June 30, 1981
RE: C & H PLAT #1 JO #7808025
.~.-----
\l.eCe\\JC'd.. . -V .. :/-'~~
.... ql~~
\)o\e~,--~
{\ f\\~
Dear Tern:
Enclosed is the revised =st est.imte for the subject develop-
ment with the recreation facilities included. 'Ihe new bond annunt
would then be $1,523,267.60.
The new inspection fees would then be $15,382.68 (1% + $150.00).
I know that Mr. FraT1ks had already_sul:rnitted a fee check based on the
previous estimate. If you have not already clone so, I suggest that
you either return that check to him and request a substitute one or
request a new check for the difference.
I am also enclosing a certified sketch and legal des=iption
of the new main recreation area which lies outside of the plat. I
have sent Paul \'iolfe(Mr. Franks' attorney) a =py of this sketch so
that he can prepare the inst.rurrent to convey this land to the hare-
owners' association. This recreation area is designed for use by all
future residents of the land in the PUD lying south of the L-19
canal.
Julian Bryan was before City Council on June 16, at which time
the council determined that we had not made a substantial change
to the master plan. He plans to be before the Planning and Zoning
Board on July 14 to, hopefully, obtain awrova1 of the minor changes
and back before Council on July 21 for the sane purpose. If all goes
well, Mr. Franks then intends to post the bond so that the plat
can be recorded and he can beqin construction.
Mr. Tan Clark, P.E.
June 30, 1981
Page 'IWo
I want to thank you again for your attention to these matters
and look forward to \IOrking with you in the construction phase. If
you have any questions, feel free to call.
L. Carnahan, P.E.
cc: Mr. Stanley Franks (with enclosure)
~Ir. Paul Wolfe(with enclosure)
Mr. Julian B:r:yan
Mr. Peter Cheney
Mr. Canren Annunziato
Mr. Perry Cessna
.
,-
\:-~(j
JONES & FOSTER, P.A.
ATTORNEYS AND COUNSELORS
601 FlAGLER ORIVE COURT
P. O. DRAWER E
WEST PALM BEACH, FLORIDA 33402
(3051659-3000
APR 1 5 1980
LARRY B. ALEXANDER
GEOl'l:GE H. BAILEY
SALLY 5. BENSON
ROBIN A. BLANTON
W. CHESTE::R E1REWER, JR.
JAMES R. COLE
MARGARET L. COOPEI=!
B. JEANE CRIPPEN
CHARLES H. DAMSEL, JR.
L. MARTIN FLANAGAN
WilliAM A. FOSTER
MARJORIE: O. GADARIAN
HAYWARD O. GAY
STEVE L. HENDERSON
THORNTON M. HENRY
R. BRUCE: JONES
ROY W. JORDAN, JR.
Tr-tOMAS A. KOVAL
CLINTON W. LANIER
ROBIN A. LLOYD
JOHN BLAIR McCRACKEN
5. CAROL McLEAN
GEORGE: H. MOSS
PATRICK M. O'HARA
RICHARD J. aLACK
ARTHUR P. PUMPIAN
C. BROOKS RICCA, JR.
CHRISTOPHER J. SCHilLING
ROBERT L. SELLARS
SIDNEY A. STUBBS, JR.
GEORGE P. SUPRAN
EVERETT J. VAN GAASBECK
PAUL C. WOLF"E
VERO BEACH OFFICE
JONES, FOSTER & Moss
el7 ElEACHLAND ElOULIeVAFlD
VERa BEACH, F"LORIDA 32960
(.305) 231-1900
April 15, 1980
HAND DELIVERED
City of Boynton Beach
120 Northeast Second Avenue
Boynton Beach, FL 33435
Attn: Mr. Carmen S. Annunziato
City Planner
RE: C & H Properties (The Meadows)
Gentlemen:
This will confirm the understanding reached between my client,
C & H properties and the City, through the City Attorney, Mr.
Vance. We wish to withdraw from the agenda the request for an
extension of time for preliminary plat approval.
It is our intention to submit the final plat for approval prior
to the first of May. It is our understanding that by doing so
we will have met all of the code requirements to preserve our
zoning on the property located at the southwest corner of Hypoluxo
Road and Congress Avenue.
Thank you for your courtesy.
Very truly yours,
JONES & FOSTER, P.A.
By
PCW:PW
CC: Mr. B.J. Harris
Mr. Stanley Franks
James Vance, Esquire
4( (j:.,
-/;; j:i, ~
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
101 N. STATE ROAD 7. 2ND FLOOR
POST OFFICE BOX 4399
MARGA TE, FLORIDA 33063
(305) 972- 3959
MAR 24 1980
Harch 20, 1980
Mr. Peter Cheney
City Manager .
City of Boynton Beach .
Ene. 116 S. Seacrest Blvd.
Boynton Beach, Fla. 33435
RE: Meadows 300/ C & H Plat #1
Dear Hr. Cheney:
In reponce to the memorandum from Carmen Annunziato to you
dated Hareh 10, 1980. ('copy enclosed), I~would like to re-
quest an extension of the preliminary plat approval for our
first plat which Hr..Annunziato indicates will expire on
Hay 21, 1980. As you know, we are still working on the agree-
ment for water and sewer facilities. I.understand the new
ordinance is going to be before city council for second read-
ing on April 1, 1980.
Thank you for your attention to this matter.
/'.
vercu~Y"yours ,
'l./(t: ~ ~
,. DanieTL. Carnahan',' P .E'.
DLC/dh
cc:
Stanley Franks
Paul Wolfe,
Julian Bryan
Hike Ambrose
Carmen Annunziato
. ~,~.
MEMORANDUM
, .
Peter Cheney,
City Manager
DAT.
3/10/80
. ,.....
City Planner'
SU."'.CT
Extension of Zoning approval
for Meadows 30n/ ('! & H.
Plat '1 _
,
se~tion 31-1 J(b) (3) of the Boynton Beach Code mandates
that a developer commence preliminary and final platting within
18 months of the'date of. approval of zoning to Planned Unit Develop-
ment. As noted in Mr. Carnahan's letter, the zoning to PUD for
the Meadow's 300 development was approved 'on 11/8/78. In the
fall of 1979, the developer commenced platting procedures by
filing a Preliminary Plat with the 'City. Said preliminary plat
was approved by the City Council on 11/21/79. The. develc.p.zr' s
final' plat is awaiting a developer's agreement for.sew~r and
water service to his property. Therefore, in answer to Mr.
Carnahan's questi.ons (letter attached) I interpret the 'ordinances
as follows: ' , '
l.
mitted and the
zoning as long
prelimi.nary and Final development plans were sub-
procedure has been comenced. Thereby saving the
as platting continued in a timely.manner; and,
rightly
approval
Plat is
2. The extension to the 18 month ti.me limit should
be a request for an ~xtension of the preliminary Plat
which will 'expire on May 21st, 1980. If the Preliminary
extended then the zoning will remain in full force.
.By.copy of this memo I am notifying Mr. Carnahan of
my interpretation of said zoning and platting requirements.
,
-~------------,--~._------t"""::~::.::.':-:=:..::- ::J:"O"-'- -':~._- ---. -'-' .
Carmen S. Annunziato,~
, Ci ty Planner
CSA:pf
enc.
cc:
Mr. Dan Carn~h~n
Tom Clark, City Engineer
Central File
,~, '."',.'>W]i, 'pn~' ,'n, ff, ~ A,.,'
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LAKE WORTH DRAINAGE DISTRICT
,....AJ........)
13081 SOUTH MILITARY TRAIL
MAILING ADDRESS: ROUTE 1 . BOX 711
DELRAY BEACH, FLORIDA 33445
Januar,y 23. 1980
Mr. James Thiele
Daniel Carnahan Consulting Engineers. Inc.
P. O. Box 4399
Margate, Florida 33063
Re: C I H PLAT NO. 1
Dear Jim:
We have reviewed your drainage plan and computations and do hereby
approve the outfall for connection to our facilities.
Very truly yours,
LAKE WORTH DRAINAGE DISTRICT
~gJ~(!
Richard s. Wheel1han' .
Assistant Manager
RSW lIC
cc: Mr. Richard Rogers. Penllit Director
South Florida Water Management District
,/'Mr. Tom Clerk. City Engineer
City of Boynton Beach
JAN 21\\980
Oelrev Beach &: Boca Aaton T 1 Boynton Beach & Wen Palm Beach 137-3835
~.535.,l
Preliminary plat/ C&H Plat No.1
Fire Department: See attached memo;
Utilities Department: Subject to revised detailed utility drawings
submitted on 11-8-79;
Recreation Department: See attached memo;
SEP 25 1979
REPLY MESSAGE
This form J,vlIIU.bte 'rom Grlllyarc Co., Inc., A SUbsldluy of Dictaphone Corpo,."tlon. .12 Third Av... Brooklyn. N. Y. '1232
I
--,
FROM
TO
Tom Clark,
City Engineer
Allan Nyquist,
Fire Marshal
SUBJECT: _C_._&.JLl'la.t_.#.1
FOLD -+
.DATE:_..9-7.1 7q
Fire hydrants shall conform with Subdivision Regulations #77-36,
Article X, Section XVI B - "Fire hydrants shall be spaced no
greater than 300 feet apart and the remotest part of any struc-
ture shall not be more than 200 feet from the hydrant and shall
be connected to mains no less than 6 inches in diameter."
CC: Carmen Annunziato,~
City Planner
PLEASE REPLY TO
.
SIGNED
REPLY
DATE:
SIGNED
GRAVARC co.. INC., BROOKLYN, N. Y. 11232
THIS COPY FOR PERSON ADDReSSED
Sc~ 25 1979
M E M 0 RAN DUM
September 24, 1979
TO: Mr, Tom Clark
City Engineer
RE: Meadows 300
Parcels B, C, and D, dedicated for private recreation purposes
shall reflect specific recreation facilities to be provided as described
in Sub-Division regulations, and such facilities shall be bonded.
c~ C_ 'l.:-/~)(2;'
I, "_ _...... -._
Charles C. Frederick, Director
Recreation & Parks Department
CCF/as
XC:
Carmen Annunziato /
City Planner
,,/
UANIt.L \....-I\KNf\liAN \....-UN::'UL I ji"U L,~Ulj'd:.t.K;:', iN.....
550 N. STATE ROAD 7 . 4TH FLOC'&
MARGA TE, FLORIDA 33063
(305) 972,3959
LETTER OF TRANSMITTAL
TO: -I ()yf\ (' JA.~k (]-b e.l0h,
c-Jo t)."... ~f\.) U . ~/0b
u
DATE: /0 I ~DI7"l
t. I
..
'.
RE: ct 1-\ "Dr-10~'iC.-<:., 'P10.\ ....L
, \
JOB II f(OC;O?~S
Transmitted herewith, please find ~:Pr~INk of the following material:
C Se.~ Gf\: Fil0t>..\ Ewf., Pll\/..J<: For::.. C~H pi?o{).-pIIl.'T.lh1. .6R~ 1\.tf~J~
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~ CA?I~: -Pr-Qt~"";I0{\t:'j PIAl SvLb,1,<,+kl?r4:rc.c w}LAkr/EftS'1A~,
If you have any questions regarding the above, please contact this office,.'
, Very truly yours, ..
o J-< f . /) C'
G;U. CiVrl\~.'
___.J..__ ___
Haild Delivered X Pick Up
Received by:
Regul ar Ma il
Certified
Date:
-_.~
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
550 N. STATE ROAD 7 . 4TH FLC
MARGA TE. FLORIDA 33063
(305) 972-3959
LETTER OF TRANSMITTAL
TO: -T ()yY\ (' ,/f'\v:k Li-k. t:"-JG,.
C/o en,,,> ~1\,) EeL, . ~/0f:;
o
DATE: /0 I ~o 17"1
t I
IRE: ct!-\ "Dr();).cW1I-t_~. ?\0." ......1-
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JOB # I(OCO"?/~
Transmitted herewith, please find ~~;'PRIJs of the following material:
C SelS bPI: F,u\\\ I::."-.lf.;. PIf\/0'? fol2.. C~14 Pi?cj) "P11l)'.l>.:i.. .(-tR~ A-*vv-D)
5 f:-vr8S ~I't ~ P,E,~, S0\JE.f2:...~;)."~t~<:' ~4~!.u\ Der '0",..\-t~ 'P8?'VI<:~~ .
2 ClAtLls. ~ ~20 Jl..-ect .J.,C) Dc'~ {~W -\.~ "? ere IiEAIV/cr'q+. .
o CA?iL"S: "PC-Q\\,,-\\ /o.JI\IC'j. ~ Sl),&"",-4n l ?r4:ME. w)LA.bj~.tlS.tlE~
If you have any questions regarding the above, please contact this office.
Very truly yours,
J J
~.c: (j)T~I~E
j/ .
Hand Del i vered X Pi ck Up
Recei ved by:
Regul ar Ma 11
Date:
Certified
--
L
"
Iv
'f--..
t ~/ ~I(\] ~. STATE ROAD 7 . 2'iD FLOOR
<.. f
Vif .' \I'UST OFFICE B(lX 4399
,c/" \;.,v 0 rt M.I\,RGATE. FLORIDA 33063
I (; .6' 1;('1) 972. "'';~
fEL C
~r-.;AHA:\' C(1NSlLTIN(~ EN(,
ER5. INc.
\
December 12, 1979
DEe 19 1979
Mr. Rick Ellis
c/o S.F.W.H.D.
Gun Club Road
West Palm Bedch, FL 33406
RE: C & H Properties ~ #1 Tracts A thru D.~
Dear Rick:
As per our telephone conversation on this date, this
office will adjust the design minimum furnished floor ele-
vation to 14.0 M.S.L. as requested. , In addition we will
revise the overflow structure detail to Sf)OW a 1" (one
inch) wide bleeder slot running a length of one half the ,
circumference of the C.M.P. overflow pipe (see detail atta-
ched).
I would greatly appreciate your notifying this office
as.to the date of the next regular meeting of the Board of
Governors.
Should you have any further questions or require ~ny
further information, please do not hesitate to contact me.
Very truly ~u?, _ _ ~
I:~~ 0:' ~. (PL-.
Eug~ne F. Lozano, F.E.
Director of Engineering
cc: Stanley Franks
Tom Clark, City of Boynton Beach Eng., Dir. of Eng.
Enclosures
EFL/dr
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
101 N. STATE ROAD 7. 2ND FLOOR
POST OFFICE BOX 4399
MARGA TE. FLORIDA 33063
(305) 972.3959
NOV 8 1979
-
November 8, 1979
Mr. Tom Clark
City Engineer
City of Boynton Beach
116 S. Seacrest Blvd.
Boynton Beach, FL
RE: C & H Properties
Dear Tom:
. -
Attached.please find the revised final engineering.plans.
for the above referenced project_for your review and approval.
I have forwarded_a set of water and sewer plans directly to
Perry for his review.
The re;ised pl~t sh~ll be following shortly' for your review.
I shall greatly appreciate your_prompt attent~on to this
project. Should you have any further questions, please do
not hesitate to call me.
.
Sincerely your,s,
?t~Ct~ rfti:;fill;fC
Eugene F. Lozano'/p.E.
Director of Engineering
Enclosure
cc: Perry Cessna
Stanley.Franks
City Planner
CITY of
-BOYNTON BEACH
NOV 7
f~~
-;.
P. o. eox 310
120 N.E. 2ND AVENUE
BOYNTON BEACH, FLORIDA 3343!5
Office of the City Engineer
November 7, 1979
~lr. Gene Lozano
Daniel Carnahan Consulting Engineers, Inc.,
101 N. State Road 7
Margate, Florida 33063
Re: C&H, Plat No.1 (P.V.D.l
Dear Mr. Lozano:
I am returning herewith a set of plans and a print of the
plats with notations marked thereon.
Also returned herewith are four sets each of water and sewer
applications with two checks for the D.E.R.
Approval of plans is also predicated on approval of the Water
Management District and the Lake Worth Drainage District.
Prompt re-submittal of revised plans will be necessary for
further processing for approvals.
Please advise if you have any questions concening the above.
Very truly yours,
CITY O. BOYNTON BEACH /-,
//J 4/ (/
'. ~/C-C'(? //Vi !/ct- yj:-
Thomas A. Clark, P. E.
City Engineer
TAC :mb
Encl.
cc: Mr. Carmen Annunziato, City Planner
OCT 2lD 197)
MEMORANDUH
October 25, 1979
TO: TRB MEHBERS
,Carmen Annunziato, City Planner
Perry Cessna, Utilities Director
Sgt. Camardella, Police Department
Charles Frederick, Recreation Director
Bud Howell, Building Official
Al Nyquist, Fire Harshal
Fred Patrick, Department of Public Works
Re: ~pmin~rX_,I'~~ts
Date: Monday, October 29 at 3:00 P.M. (Conference Room)
A TRB meeting has been scheduled at the above time to review
the construction plans and preliminary plats for:
1. BoYn.1:~Il_>~!l:l<~Plat No. II
2. .s..~.._g! _f'_lOl,t?-Jo. 1
Please attend or send a designated representative.
=_C\/~~_~ C{;~.-
Tom Clark
TAC:mb
cc: City Hanager
M E M 0 RAN DUM
September 13, 1979
~ \~'\~
\
TO:
TRB r.iEMBERS
s<S
Carmen Annunziato, City Planner
perry cessna, Utilities Director
Sgt. Camardella, Police Department
Charles Frederick, Recreation Director
Bud nowell, Building Official
Al Nyquist, Fire Marshal
Fred Patrick, Department of Public Works
Re: TRB Meeting to review final and preliminary plats
Date: Wednesday, September 19 @ 9:00 A.M. (Conference Room)
~he following preliminary plats will be reviewed at the above
meeting:
1. C&H Plat No. 1 (PDD)
2. Josephine S. Latino Subdivision
3. Boynton Central Park (formerly known as
Boynton Industrial Park)
The following final plats will be reviewed:
1. Tract "M" Hunter's Run
2. Sky Lake
The proposed preliminary plat for Boynton Lakes Plat No. II will
be discussed but no formal approvals will be required until certain
revised utility drawings have been submitted.
Members of the TRB who do not have plans for the above are requested
to pick them up at my office and/or review plans which will be avail-
able prior to the scheduled TRB meeting.
please advise if you have any questions concerning the above.
~
\/0
.
-~
Clark
-----------
Tom
TAC:mb
MEMORANDUM
,:.' I
_",f,
'..-,
,
Tom Clark,
City Engineer
DATI!
9-10-79
J'ILIl
'OM
SU.JI:CT
C & H Preliminary Plat I
City Planner
Master Plan
Master Plan
330 units.
concerning
The above Preliminary Plat is consistent with the approved
in unit types and unit numbers. Be advised that the
contemplates 332 units, where as the Plat provides for
In addition please be advised of the following comments
the plat and plans:
Plat I
1. Dedication should be made clearer as to the right-of-way to be
dedicated to the City and to the County;
2. Dedication of private recreation and drainage lakes to be made to
the Home Owners Association and the perpetual maintenance of same
must be shown on the plat; and,
3. How are the drainage lakes to be dedicated for Home Owners
Maintenance as they are not apart of this plat?
Tract A
1. Must plat ingress, egress and utilities easement;
2. Must plat 5-ft. limited access easement along BO-ft. right-of-
way; and,
3. Must plat easement for all public utilities.
Tract B
1. Entrance street to be GO-ft. in width as opposed to 50-ft. shown;
2. Must plat limited access easement along BO-ft. right-of-way; and,
3. Dedicate lift station site in Tract B.
Tract C
1. Must plat limited access easement along BO-ft. right-of-way.
Tract D
1. Must plat limited access easement along BO-ft. right-of-way; and,
2. Must clearly define use of Parcel B.
Construction Plans
1. In order to have a more clearly defined intersection with Boynton
Lakes Plat I, I recommend that BO-ft. right-of-way in C & H
Plat I be 4 laned and divided for a proper distance west of
Congress Avenue;
Tom Clark
Page 2
C & H Preliminary PLAT I
2. Must provide details of intersection of SO-ft. right-of-way
with Congress Avenue. It is important to show proper turning lanes;
3. Road and utilities should be completed to the limits of plat in
Tract D and temporary turn-around should be provided;
4. A Bike Path is recommended in lieu of one of the required side-
walks in the SO-ft. right-of-way;
5. Street cross sections for the SO-ft. right-of-way must be
provided; and,
6. Street lights must be provided in all tracts.
CSA:pf
enc.
Co...-.- \ .", f. C ~
Carmen S. Annunziato
City Planner
DANIEL A.RNAHAN CONSULTING EN! 'EERS, INC.
~.. j} ;J <;<;,1 ~ STi\ II: ROt\[) 7 . 4T11 FLOOR
;- G ---I-!::::+._.~ MARGA T/:. FLORIDA HOb3
.. ..75 /1 ~ .. (ll~'il 97: N59 .
~~-~ T7. ' .
C y II-Ilr
71.. /
LETTER OF TRANSMITTAL
TO: illr 0 ToN" C fa t J::/ P. e; DATE: R I~J h cf
C\{..~ E"7;/"I~'O"'"
r ; f- '1 CJ +- Do'l r"'10Jl'"lf~~
RE: r -+ H ~ I c,,-\ AJn .1
. JOB /I
Transmitted herewith, please find ~ S-ff~ of the following material:
(K-ecord r" I~(+ .
-11 d ~ -t'l ~ c)-\- cans+, p/Of'l,s.
c.h-e <:.-/<-. ~or $<;;O.Cb
If you have any questions regarding the above, please contact this office.
Hand Delivered~ Pick Up
Recei ved by:
Regular Mail
Certi fi ed
Date:
SEP 4 1979
NOV 9
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
101 N. STATE ROAD 7 . 2ND FLOOR
POST OFFICE BOX 4399
MARGATE, FLORIDA 33063
(305) 972-3959
1979
-,
,
,
November 8, 1979
.J
..1
,.-1,
. ,
"
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,
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/).. '''i' ,',
.-.., "t..._ '
,', I ! tT~'\ '-:', \
, .
Mr. Tom Clark
City Engineer
City of Boynton Beach
116 S. Seacrest Blvd.
Boynton Beach, FL
,
.
RE: C & H Properties
--"'''''''''''-~'~,,,,....., '=.,......,."-~,.,_.,,.
Dear Tom:
Attached please find the revised final engineering.plane
for the above referenced project for your review and approval.
I have forwarded.a set of water and sewer plans directly to
Perry for his review.
~ - - -
The revised plat shall be following shortly for your review.
I shall greatly appreciate your,prompt attention to thie
project. Should you have any further questions, please do
not hesitate to call me.
Si~cerely your~~)
~ tit -1/1 ~' ,tiC
/<.- ./{ t-/ (, ,', (-€...!, / Il
'-- t. ~ '"1:-,i /_
E~gene F. Lozand( P.E.
Director of Engineering
Enclosure
cc:
Perry Cessna
Stanley ,Franks
City Planner(~
MEMORANDUM
o
Tom Clark,
City Engineer
DATil
10-1-79
..ILE
-"OM
SU8JlrCT
City Planner
C & H Preliminary Plat #1
I have reviewed the revised plat and plans for C & H Plat No. I,
and the following recommendations are forwarded for Planning and
Zoning Board consideration:
Plat I
1. The drainage lake and ditches are not a part of this plat; there-
fore, they should be dedicated to the City as drainage easements
and the responsibility for maintenance should be vested in the
C & H Homeowners Association, Inc.
Tract A
1. Must plat 5-ft, limited access easement along SO-ft. right-of-
way;
2, Must plat easement for all public utilities; and,
3. If units are to be sold fee simple, the plat should reflect the
unit locations for record purposes.
Tract B
1. Must plat limited access easement along SO-ft. right-of-way; and,
2. Lift station site to be dedicated as a parcel to the City.
Tract C
1. Must plat limited access easement along SO-ft. right-of-way.
Tract D
1. Must plat limited access easement along SO-ft. right-of-way; and,
2. There are two parcel "B's" in C & H Plat #1, one in Block B
and one in Block D. This must be corrected. The purpose of
Parcel B in Block D is for right-of-way and should be noted
accordingly.
Construction Plans
1. In order to have a more clearly defined intersection with Boynton
Lake Plat I, I recommend that SO-ft. right-of-way in C & H
Plat I be 4 laned and divided for a proper distance west of
Congress Avenue;
Tom Clark
Page 2
C & H Preliminary Plat #1
2. Must provide details of intersection of SO-ft. right-of-way
with Congress Avenue. It is important to show proper turning
lanes; and,
3. Road and utilities should be completed to the limits of plat in
Tract D and temporary turn-around should be provided.
CSA:pf )
enc. Vbi
.
(~~ S (]~=cJJ .-f;.
Carmen S. Annunziato,
City Planner
I~';j;'~ DANIEL ("\RNAIlAN CUI\SULTING ENGINEERS, INC.
~~".:. <'\~,,^ )..v ~ \"f\ ,i.' :--... ~1,,\'1 I i((\.,i! 7 . HII J'L00..
( ~ '.1'" rJ \1.-\i(c,..\ I L. I LUIUDA 3.$\103
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SEP 12 1979
LETTER OF TRANSMITTAL
TO: /J1 ~....b.~~'L_{!?:-A~~-7-f?t7
G-cr c:;:-,;JC (,J ~4.
__ C! t rL. ~t?F.......B. c>y ,,).'Tb ~ g 61 ell
DATE: 10 5i?PT 7 ')
G.!;I. ~Ar ;-;~
Transmitted he,-ewltll, ~led,e tilld (5C'!.~$.~w...ot of the following material:
.
JOB #
7Bo302~
t, 5E'TS P'-'Af' ? ;ZCSd6HJI7"T4(
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of
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If you hdve dllY qCJ,'.tiolls ,-egdrdillg the above, please contact this office.
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Hand Delivered )(
Pic k Up
Regul ar Mail
Certified
Rer.eivpd bv'
Date: