R02-102 RESOLUTION NO. R02- 11~0'~
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA, APPROVING
AND AUTHORIZING AN ADITIONAL WORK ITEM FOR
THE INDUSTRIAL AVENUE LAKE BOYNTON ESTATES
INFRASTRUCTURE IMPROVEMENTS PROYECT IN THE
TOTAL AMOUNT OF $172,146.94 AS AN ADD-ON TO
THE CONTRACTS WITH MORA ENGINEERING
CONTRACTOR, INC., AND KIMLEY-HORN &
ASSOCIATES, WITH A TIME EXTENSION OF 45
CALENDAR DAYS; AND PROVIDING AN EFFECTIVE
DATE.
WltEREAS, this additional work will replace the existing pipin~ segments from the
Pos~ Building to the south end of the new retention pond, and will provide
necessary replacement of an aging and outdated water main and assure a more successful
)eration of the new retention pond for the Industrial Avenue/Lake Boynton Estates area; and
WHEREAS, the City Commission, upon staff's recommendation, has deemed it
and in the best interests of the public, to approve and authorize an additienal
item for the Industrial Avenue Lake Boynton Estates Infrastructure Improvca-nents
ect in the mount of $172,146.94 as an add-on to tlxe contracts v~ith Mora Enginee~Sng
Ine., and Kimley-Hom & Associates, with a time extension of 45 calendar days;
NOW¢ THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1. The City Commission of the City of Boymon Beach, Florida does
approve and authorize an additional work item for the Industrial Avenue Lake
Estates Infrastructure Improvements Project in the amount of $172,146.94 as an
add-on to the conucacts with Mora Engineering Contractor, Inc., and Kimley-Hom &
with a time extension of 45 calendar days.
n - Lake Boymon =_states-Industrial Avenue062202.doc
Section 2. This Resolution shall become effective immediately upon passage.
PASSED AND ADOPTED this ~ day of July, 2002.
ATTEST:
Comnfissioner
S:\CA\RESO~Agreements\Ut[l[ties~Add on - Lake Boynton Estates-Industrial Avenue062202.doc
TO:
FROM:
SUBJECT:
Interoffice Correspondence
Utilities Department
City of Boynton Beach
Project Management Division
Dale S. Sugerman,
Assistant City Manager
Paul Fleming, ~
Senior Project Manager
DATE:
PHONE:
Industrial Avenue / LBE InfrastrucTure Improvements,
Water Main Replacement in Lake Boynton Estates
May 24, 2002
6487
cc: File: 3.1a
bcc: R. Kenyon
M. Law
C. Bucher
During the planning and design phases of the Industrial Avenue / Lake Boynton Estates Infrastructure
Improvement project, everyone connected with the project put forth a 100% effort to provide all
available data to Kimley Horn and Associates (KHA) for the detail design.
With specific focus on the Pond B area (east end of SW Ist, 2nd, 3rd and 4th Avenues in LBE), the
records available to the City indicated several water mains in this area. The As-Built data was sketchy
so to augment the existing data, the Utility group performed field locates. All of our available data, for
the pond area, was gathered and prOvided to KHA before the design of the pond was complete.
Now that we are in construction, we have physically uncovered the most critical of the existing water
mains (DI pipe) in the pond area. Its location is not where the As-Builts indicate and most importantly,
it's not buried as deep as the As-Builts had indicated. Additionally it runs down the entire length of the
western berm at a depth ranging from 6 to 18 inches (required depth is 36").
In addition to the above, we have discovered that along SW 6th Street, from the American Legion south
all the way to the south end of Pond B, the water main varies in size from 4 to 6 inch and is entirely
made up of AC pipe. We've had a number of water main "breaks" due to the age and brittleness of the
AC pipe.
Attached is the draft proposal from KHA to replace the existing piping segments from the American
Legion to the south end of Pond B with 8" DI pipe, appropriate valving and surface restoration. KHA
will have a formal proposal with CAD drawings to me by May 30, 2002, which I will forward to you. We
are hoping that we will be able to get this on the June 18th Agenda because this additional work will
impact both roadway reconstruction and swale development in this area. Mora (Mora Engineering
Contractors, Inc.) is moving north (away from this work area) on SW 6th Street with the installation of
the drainage system and is holding off on surface restoration pending approval of this additional work.
Utilities Department
City of Boynton Beach
Project Management Division
Interoffice Correspondence
I have review the KHA draft proposal and cross verified the pay items, including the KHA staff mix and
rates against the current Contracts and confirm the cost breakdown as:
Mora KHA Sub Total Contingency (15%) Total Cost
$127, 165.00 $22,528.00 $149,693.00 $22,453.95 $172,146.95
KHA and I have reviewed the proposal with Mora, and they concur with the proposal. Mora is in the
process to determine the time impact on the project however it was generally agreed that this additional
work would take app. 45 days. KHA and I agree with the general duration.
I have reviewed this proposal with Robert Kenyon, and he fully supports this additional work.
Kimley-Horn
and Associates, Inc.
June 4, 2002
Mr. Paul Fleming
City of Boynton Beach
124 East Woolbright Road
Boynton Beach, FL 33435
·
Industrial Avenue Corridor/Lake Boynton Estates
Additional Services Related to Design and Construction of 8"
DIP Watermain along Southwest 6th Street
044349002
Dear Paul:
You will recall that during FPUA's relocation of their gas main along Southwest
6th Street, breaks in the existing asbestos-cement (AC) water mains occurred near
Detention Pond B. Subsequently, Mora Engineering Contractors, Inc. (MEC)
experienced similar problems at a couple of locations while constructing drainage
and watermain improvements as part of their current contract with the City.
Further review of the survey data and existing utility information provided by the
City, as well as field utility locates by MEC, indicated the potential for additional
problems with construction around the existing AC watermains. It was
determined that such problems could impede construction. In addition, there are
long-term maintenance concerns with the AC watermains.
During subsequent discussions with you, we agreed that additional improvements
to the existing potable water facilities serving Lake Boynton Estates would
facilitate construction of the previously contracted improvements and would be
beneficial to the residents and the City. After reviewing this concept with the
Utilities leadership team, you asked Kimley-Horn to propose specific
improvements to the system.
Kimley-Hom subsequently directed MEC to pothole at numerous locations along
Southwest 6th Street and in the vicinity of Detention Pond B to better define the
existing routing of these mains and connections to branch lines. After reviewing
the data received from MEC and discussing with you the potential impacts on
construction, we prepared a conceptual design of an 8" DIP watermain within
existing City right-of-way from the north side of Veterans Circle to the south end
of Detention Pond B. The design addressed connections to the existing branch
lines serving residences south of Veterans Circle to Southwest 4th Avenue as well
~ro Drive
Florida
·
TEL 561 845 0665
FAX 561 863 8175
~ Kimley-Horn
~I~ and Associates, Inc.
as a connection to the existing 6" AC watermain crossing the northwest comer of
Detention Pond B. The design also provided for future branch line
connections within the City rights-of-way for Southwest 1st, 2~d, 3rd, and 4th
Avenues that will facilitate service connections to the fronts of lots. At your
request, we also prepared an estimate of detailed engineering, constmction
observation, and construction costs for the proposed improvements: We
understand that the Utilities leadership team has reviewed the conceptual design
and cost projections and that they are in support of the proposed improvements.
At your.direction we have assembled a package describing the proposed
improvements and detailing the associated engineering, construction observation,
and construction costs. We. have prepared a one-page conceptual design drawing
for your use. Also attached are Exhibits A, B, and C detailing Kimley-Hom's
proposed scope of services and fees for the watermaln design, permitting, and
construction observation. The scope and fees are presented in the same format as
our previous work orders for the City with the understanding that our existing
contract will be amended to include these services. We also have prepared a
construction cost estimate for the proposed improvements as Exhibit D. This
estimate incorporates unit prices utilized by MEC for construction of similar
watermain improvements along Industrial Avenue under their existing contract.
The proposed engineering fees are $22,528.00. The estimated construction costs
are $127,165.00. The total additional costs to the City are estimated at
$149,693.00.
We will proceed with the design and permitting upon authorization from the City.
MEC will construct the proposed improvements upon execution of a Change
Order modifying their contract.
We look forward to proceeding'with the design. Thank you for the opportunity to
provide you with these additional services.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
H:\044349000\Corres~lune02\Fleming 06-044)2
EXHIBIT A
SCOPE OF SERVICES
Kimley-Hom and Associates, Inc. has been requested to provide the following
additional services by the City of Boynton Beach:
Lake Boynton Estates Water Main Upgrades/Redesign
Kimley-Hom is designing an 8" DIP watermain along Southwest 6~ Street in Lake
Boynton Estates to replace the existing 6" asbestos-cement water main. Due to the
frequent breaks in the asbestos-cement pipes experienced during construction of the
FPUA gas main and the other utility improvements and the resulting disruption of
service, the City has requested a design to replace the mains. This design is being
performed such that installation can be made concurrent with the previously
authorized roadway and stormwater improvements. The design will include:
· Approximately 1,740 feet of 8" DIP watermain
· Valves, fittings, fire hydrant assemblies, sample points, and other appurtenances
required to complete the looped system and bring the proposed line into service
· Reconnection of existing water services along Southwest 6th Street to City meters
where applicable
· Reconnection of watermain to branch lines along Southwest 6th Street
· Grout filling of 2,650 feet of existing 6" asbestos-cement watermain
· Removal of approximately 40 feet of existing 6" asbestos-cement watermain
· Permit application submittal to Palm Beach County Health Department
· Restoration of driveways and roadway as needed
The extent of the water main replacement will be from the north side of the traffic
circle at Southwest 6a' Street and Ocean Avenue to the utility easement along the back
side of the lots located on the south side of Southwest 4~ Avenue. The asbestos-
cement pipes will be abandoned in-place and grout filled. The extent of the grouting
will be from the north side of the traffic circle at Southwest 6th Street and Ocean
Avenue to the utility easement along the back side of the lots located on the south side
H:\044349000\contract~AddexA 06-04-02.doe
-1-
of Southwest 4th Avenue as well as along the west side of Detention Pond B. Kimley-
Horn will also design valved connections at Southwest 1st Avenue, Southwest
Avenue, Southwest 3a Avenue, and Southwest 4t~ Avenue for future use.
H:\044349000~contract~AddexA 06-04-02.doc
-2-
EXHIBIT B
FEE AND BILLING
Kimley-Hom and Associates, Inc. proposes to provide the services described in
Exhibit A for a lump sum fee of $22,528.00. Exhibit C is a detailed breakdown of the
proposed fees.
The lump sum fee includes labor costs and direct expenses identified in Exhibit C as
well as items such as local cellular phone, in-house duplicating and blueprinting,
facsimile, local mileage, telephone charges, postage, and computer expenses. All
permitting, application, and similar project fees will be paid directly by the Client.
Alternatively, Kimley-Horn will agree to pay these fees with the understanding that
the City will reimburse us for these expenses.
Fees will be invoiced monthly based upon the percentage of services completed as of
the invoice date. Payment will be due within 25 days of the date of the invoice.
H:\044349000\contract~AddexA 06-04-02.doc
-3-
EXHIBIT D
Industrial Avenue Corridor/Lake Boynton Estates Infrastructure Improvements
Lake Boynton Estates Water Main Upgrades/Redesign
[ MORA En~ineerin~ Contractors
ITEM DESCRIPTION ESTIMATED UNIT UNIT TOTAL
NO. QUANTITY PRICE PRICE
1 Mobilization 1 LS $10,200.00 $10,200.00
2 Maintenance of Trdfic (MOT) 1 LS $5,100.00 $5,100.00
9 Earthwork
b. Earthwork (Other) 0 CY $7.30 $0.00
41 T "'" ' ,,
ype S Asphaltm Concrete (1.5) . 78 SY $4.90 $382.~0
43 Limerock Base (8") 78 SY $8.90 $694.20
44 Type "B" Stabilization (12") 78 SY $4.00 $312.00
46 Typ F Curb and Gutter (@ circle) 10 LF
' $12.00 $120.00
48 Concrete Sidewalk (4") (at crossin
g) 30 SF $3.80 $114.00.
608"Gate Valve 10 EA $1,100.00 $11,000.00
61 8" D1P WM 1,740 LF $23.00 $40,020.00
65 Fire Hydrant Assembly 3 EA $2,700.00 $8,100.00
66 Fittings 3.0 TN $6,100.00 $18,300.00
67 Sample Points 12 EA $450.00 $5,400.00
68 Connection of Prop. WM to Exist. WM 12 EA $845.00 $10,140.00
72 Grout Fill Existing 6" A.C. Water Main 2,650 LF $2 25 $5,962.50
74 Removal and Disposal of 6" AC Water Main (ass. 40LF) 1 LS $!,120.00 $1;120.00
94 ' '
Owner s Contingency Allowance 1 LS $I0,200.00 $10,200.00
TOTAL COST = $ 127,165
% e."%
HLINE REFER TO SHEET 022 ~
4.th AgE.
MATCHUNE REFER TO SHEET C2
MATCHUNE REFER TO SHEET C1
'%
I II
II I
I/
I/
blATCHUNE REFER TO SHEET C3
3rd A~E.%
MATCHUNE REFER TO SHE. ET C2
i'3A¥ pu~' ~S
MATCHuN£ REFER TO SHEET C3
TO SHEET C5
'"
~0 ~33H$ O~ B3~3B 3NIgHOI¥~
mm m
' '
0
0
+--
~O i33HS Oi B3~3B 3NIgHO/¥~
w m
/~ z ~ °lC~
A£IglLn
0NIHO~fl 0~¥ /
l ;;~0NlUY39~ JO ISJ.lflnl
z°z+
0
~0 133H$ Oi B3~3B 3NIgHOIV~
m mm
5
£N3W3SV3
~nliA
~O i33HS 0£ ~13:13~ 3NllH~
/
/
/
/
/
/
/
/
/
~30~-
Z
~-+
0
~0 /33HS Ol B3~3B 3NIgHOI¥~
L
8
,LJ.19l.Ln
0
0
+~
~0 133HS 0i B3~3B 3NigH0/¥N
mmm Nam
b
iN3~35V3
/
/
/
/
- /
!
!
!
89
,
'THE VININGS' PHASE II
PLAT BOOK 78. PAGE 109
CHAJN UNK f
91+00
I I I I
I
MANF. OLE
R~M El-.. 14.08
BEGIN POI~
CONSTRUC
O PROP. I.
STA. 92-1-{
..~WEST TOP ~F BANK
EL. VARIES
NOTES:
I. DITC:I'I IUPRO~TS INO_UDE EXCAVAliON
FROM ~ST TOE OF' SLOPE TO PROVIDE
8' laiN. BOITOM ~IDTH AT ELEV. 9.5' OR LOWF_..R.
2.1141S D[TAIL APPUE$ TO FDOT DIT'O.I IMPRO'~MENTS
AND ~ C22 ~ C24.
3. CLEARING GRU~ TO INCLUO~ REMOVAL OF
4. INSTALL EROSKW CONIROL BLANKET AND SUPPORT
NE'TilNG ON FDOT DITCI.I SLOPES DURING MULCHING:
OPERA'IIONS PER SPECIFICAllON SECllON 029,;16.
UMITS Of Ct. EARING AND GRUBI~NO
LIMITS OF DEEDING AND M~,.CHING
~/~v UN~ m
EAST TOP OF EIANK-.-~
NOTES:
Z) ~T~ TO E~A~SH GRA~ .~G.P~ 1. ~S~UCT ~ON POND ~S IN 12" MAXIMUM I~
~QRCA~ ~C~S 029~ ~D 029~ IN ~[~ UFTS, EA~ C~PAC~D TO 95 PER~T ~ MA~MUM ~(~ LE ~.o
~ S~NG AND ~NG DETN~ ~ ~ D5 ~D 2. U~ MA~I~ ST~ PI~D ~RING P~D ~CAVA~
~S ~T. UN.SS DIREC~ 0~ BY
~A~ HA~ A M~S~RE C~NT ~IN 2 PER~T ~A~
4.) P~E IN~ AT SmUC~ B-12 ~E ~T TO
9,0
~0~ MINIMUM ~ O~R STeM ~PE P~ Q~ {s] I~ 7.0
ST~DARDS ~A~ TO DRAIN TOW~ ~T.
5.) ~ ~OT ~ Nos. 232 ~D 201 FOR ~T
~T~.
6.) INST~ ~OT INDEX 452 ~ (6') '~ND
~ ~ ~% 0 20 40
~A~ ~ET
O~ OF BOSTON BEACH ~ ~ ' ~'~
INDUS~IAL A~NUE CORRIDOR / ~~ OE~ON P~D B AND
~KE BO~T~ ESTA~S ~.6 ~OT DITCH IMPRO~M~TS C1
IN~AS~UC~RE IMPRO~MENTS STA. 89+00 TO STA.. 95+00
INI. J~' AND 25 LF :1:
TO RE~A~N
EL 12.82
SHALL RE,CONNECT
TO ~ 8-11
97'V~27 10' R'----*--T~-. / 293 LF
RT. / ,,~.~'~.~ OF 24' CMP
~TH 2' SUMP
STA. g7+22, lO'
(]:iA"[ EL 12.5
(N.. S.) I.E.
(w) i.[. ~.7+
NOTES:
1.) CONTRACTOR TO REMO~E: ALL DEBRIS FROM
EXISTING GRATES AND INSIDE: STORM INLETS.
2.) CONTRACTOR TO ESTABUSH. GRASS COVERING PER
SPECIFICATION SECliONS 02936 AND 02958 IN AREAS
DISTURBED DURING CONSTRUC110N. INCLUDES DETEN'IION
POND, DRAINAGE: b-~/ALES, AND F'DOT DITCH IMPROVE~CE~'IS.
SEE SOOOING AND SEEDING DE:TAIL ~ DS.
.3.) CONTRACTOR TO ~:::LE:AN E~$TING PIPES
THAT ARE 1'0 REMAIN.
4.) CAU11ON: OVERHEAD ELECTRIC UNES ARE: PRESENT
WITHIN UMIIS OF COflSTRUC'nON.
5.) PIPE: IN~E:RTS AT STRUCI~JR£ B--11 WI~ SET TO
PROVIDE MINIMUM COVER O'vE:R STORM PIPE PER CITY
STANDARDS. GRADE: TO DRAIN TOWARD INET.
6.) SEE FDOT INDE:X No~. 232 AND 201 FOR INLE:T
DETAILS.
7.) INSTALL FDOT INDEX 452 FENCE: (6') AROUND THE:
PERIMETE~ OF POND "B' CENTERED ON ~ TOP OF ~
BE:RM. SEE: SHE:E:T D5 FOR SINGLE AND DOUBLE: GATE
DETAILS. USE: PVC COATED WIRE MESH (BLACK) PER F'DOT
INDEX NO. 4-52. NOTE 4.0.(3)
CITY OF BOYNTON BEACH
INDUSTRIAL AVENUE CORRIDOR ,/
LAKE BOYNTON ESTATES
INFRASTRUCTURE IMPROVEMENTS
DETENTION POND B AND
F'DOT DITCH IMPROVEMENTS
STA. 95+00 TO STA. 99+00
0 20 40
SCALE ~EET
1
PLAT 800~ 13, PAGE 32 ~
WOOLBRIGHT PLACE PLAT I
PLAT BOOK 67. PAGE 47
City of Bo.ynton Beach
roposed Re{ention Area)
POND "B"
DRY DETENTION POND
T · T U
PROPOSED TOE
OF+SLOPE..
i
: ~ ~o,-~ ,?'5,_ .............. ~- '~ ' ~ ~..,_a,~ta:~ _,
~
i ] ' I
CASE I ... Object Markers (T)pe I) shall have a Yellow Reflective
Bm:kground, ~nd .Yellow Reflective Buttons.
NOTE: Fo~ pavement marking see index no. 17346
No gu~rdmil is required unless special
field comditions require its use
TRAFRC CONTROL NOTES:
1. AT EAST 3ERMINATION OF SW 2nd AVE., SW 5rd AVE.,
AND SW 4th AG.. INSTALL ONE (1) Wl-7 SIGN AND
THREE (3) CASE I g-BUTTON YELLOW REFLECTOR
SIGNS. SEE DETAIL OH 1HIS SHEET AND FDOT INDEX
No. 1734g FOR INSTALLATION INSTRUCTIONS.
2. INSTALL ONE (I) R1-1 STOP SION WHERE REQUIRED
TO COMPLY WITH FDOT INDEX No; 17549
3. SIGNS NOT SHOWI~ IN PLAN MEW FOR CLARITY.
CASE I
Yello~tors
~R1-1 I
DIRT ROAD
W1-7
TRAFFIC CONTROLS FOR
STREET TERMINATIONS
~02+73~
17'+.RT.
I
~'I'RAOTOR TO
REMOVE EXISllNO
CATO4
¢oJ+oo SW
SEC~IG~I ~ C~NS1RUCT SWALE
NNt. (:tiT
0.18' RT.
EL
ICH CHA/N 102+47
FENCE
35' RT.
]OR TO REMOVE:
OF 18" CMP
4:1 SLOPE DOWN TO
MATCH F..~ST. GRADE:
A~
"E DET. ON
0--
tAD. PT~ ~
01+61
29.5' RT.
MATCH E)gS11NG
GRAD~
RAD.
RAD. PT.
i02+,17
RAD. PT.
102+58
142'
102+84.5 P.C-C.
Ct, INN
~ ELECTRIC ~
BOX
OON~RACTOR NOTF- CO~TRACTOR
~ 1HE LOCAIION ~F E~SllNG
SN'ilTARY ~ SER~CE EATE~AL~ AND
R~LOCAIE/~TAU. PE~ aTY
BOYt, ITO~I BI~ACH STANDARDS I¢ CO'~FUCT
E~STS.
BT BOX AND BURIED CABLE TO BE
RELOCATE~ BY ~
PER FOOT 9:'ECS SEC'I~N 2OO
ENO POND
CONSTRUCTION
102+90
102+~4
RT.
\
~ ~/~_ END FENCE COflSTRUClON
STA. 105+64, 175'. RT.
i_z
0 20 40 I
I
SCALE FEE T I
I
Tf~ST R/W UNF-. ~ SEABOARD
102+00
103+00
CITY OF BOYNTON BEACH
INDUSTRIAL AVENUE CORRIDOR
LAKE BOYNTON ESTATES
INFRASTRUCTURE IMPROVEMENTS
104+00
~.~=~*~.=,~ DETENTION POND B AND
FOOT DITCH IMPROVEMENTS
oo,~2~,~6 STA 99+00 TO STA 105+00
SEAL
105+00
~ ~ CATCH BAS~I
::} ~ TO
OF Si. OPE ~. ~ TO ~O~
~ ~ ~ ~ ~ L.~. ~ 24' P~ / ~ I
~ ~m+oo
10' RT.
~A~ D~. t2.94
~NV. ~ ~ 9.57
~C~ . P~CT ~ '~'AC~ TO ~0~
~ ~ DS ; ~G CAT~
~~ /~~ i I1' ~D DIT~
~ ~VA~ ~ /~ ~ ;o; I I
Il ~ S.O =m,N m~ '/ itl ~ STA. 101+53
/ ...... ~' - ' ' ~TI
*1~' '
, ~ x ::.~.__~ ~ ~
-- - ~-~--_, L ~ __-
..... : ' '
~i~ z _ -~ ..... ~---~ __
ENDWA~ ~ :~ ~ ~W~L- ~.~
NOTES: '~
1.) C~ACT~ ~ REMO~ ~ ~S
E~S~NG ~A~S A~ IN,DE ~ IN~. 9.) ~A~S NOT ~0~ ~ ~T ~ ~ ~ 6 th
14
8
$
4
S~E:ET FOR CLARITY. CONSTRUCT PER DETAIL ON
2.) CONTRACTOR SHALL ESTABLISH GRASS COVERING PER SHEET C6 BETWEEN AU. ORI~-WAYS.
SPECIFICATION SECTIONS 029.36 AND 02958 IN AREAS
DISTURBED DURING CONSTRUCTION. INCLUDES DETENTION 10.) INSTALL FDOT INDEX ~52 FENCE (6') AROUND ~HE
POND, DRAINAGE SWALES, AND FOOT DITCH IMPROVEMENTS. PERIMETER OF POND 'B" CENTERED ON ~HE TOP OF
SEE: SOODING AND SEEDING DETAIL SHEET DS. BERM. SEE SHEET DS FOR SING~ AND DOUBLE GATE DETAILS.
USE PVC COATED Y4RE MESH (BLACK) PER FDOT INDEX
5.) CONTRACTOR SHALL ~ EXISTING PIPES NO. 452, NOTE 4.D.(3).
TI-IAT ARE TO REMAIN. 11.) :SEE SHEET C2 FOR 1~C CONTROL NOTE AND DETNL
4.) CONTRACTOR SHALL RECONSTRUCT EXISTING
DRIVEWAYS
· RESET OR ~CE .AIL .OXES TH*T ~RE DI$~RBED
DURI.O CONSTRUCTION. "ECONSTRUCT ~DEW~S ^S ~
(s~
NO~E:
7)
.oTED ~. U.DE~OROUND INSTALLATIONS ARE
COMPLETE.
'1
5.) CONTRACTOR SHALL CONSTRUCT GRASS SWALES Y~THIN s~/~ ~03+30. ~5' E~. (?'-OxS'-o')
~HE ROAD RIGHT-OF-WAY. SEE TYPICAL SO00ED SWALE (~ · s) ~[. 7.s5 ' ~RA~E EL
DETAIL SECTION ON SHEET C6. eO~Oa a. IS5 (~ ~ ?.~o
6.) CONIRACTOR SHALl COORDINATE FIELD ADJUSTMENTS ~ BOTTOM EL
OF SWALES WITH THE ENGINEER OR O~qER'S
7.) CONFLICT STRUCTURE B-lO TO BE INSTALLED PER ToP EL ~0.00 DENOTES RESURFACINO
FOOT INDEX 201. (a) LF- 7.3 '!~' :'{: :":'"':'~ ~ ~'1
BOITOM EL&.3 - -- · .-..
[:':' :=":'""": ': ~' "'l
8.) SEE FDOT INDEX Nos. 200, 201 AND 232 FOR STORM ... ' .... .':,:..:.-: 101+60
- (~NIRACTOR TO
RO. OCA'IE MAIIJ3OX
4' NOR11-I
BT
/~ ST& 107+32.93
E~D RESUfif'A~ING
DENOTES RESURFACING
175' / NOTED
SW 6th ST.
DRIVEWAy
RD40¥E ~
TO
RELOCATE MAILBOX
APPROX. 4' NO~IH
I
I
I 'r~ 'D' .,~t
O I
I STA. 105+58. 15' RT.
! CRATE EL 13.'7
!t',~: -c- ea.et I i (") ~z. &~o
STA,. 105+,~8~ 15' LT.I i (S,~ CE..
GRA'IE EL_ 12.8 I (¥9 cE. 8.80
(E)-~ ~.0 I eorrou EL. ?.~o
CONTRACTOR NOIF-: CONllq:ACTOR MUST VERIFY THE.
EOCA110N OF E'~S11NG SAN/TARY SEMCR S~RVICE
LAIERALS BURIED TELEPI'K~E CABLE AND GAS UNE.
I~LOCAIE,/RE]NSTALL SANJTARY ~ :SI~CE: PER
CITY OF BOYNTON I~..ACH STANDARDS IF CONFLICT
EXISTS. GAS MAIN AND 1ELE]q'IONE CABLE TO BE
$01'!
£)OS'T. SIGN TO BE
REINSTALLED BY
CONTRACTOR TO R~q. ACE
19 Lat. OF CUF~ AND MATCH
EXISTING E
105+00 106+00 107+00
II I
REVISED PER ADDENDUM NO. 1 2-4-02
I.~ ..UN~._~_ o_~
rm~.. \oq434gooo
UNLESS
!
I
IU'I
i(.~
FENCE:
10~,:1-32.6'5. :1.87" RT.*'
~ -CONTRACTOR TO ~
RE]dOVE 1REE. x
15.32
CONTRACTOR TO RE:C~NS'II~JC1
x ~.s.?e ~F~C'Y ~ LOCAllON OF F..~STII~ 35 4- I.F 'OF 4' WID~
'CONTRACTOR TO R~STRUCTSANITARY ~ Sigq:'V1ci[ LATERALS ANO CONC~ SID~,AI.K
130 ::l: LF OF 4' II~DE RE].OCA'IE/~AI..L PER CiTY OF
C. -: -: -: -: -: -: -: -: -~ S MAIN
TO BE RELOCATED BY Oll-IERS
CONCRETE SIDEWALK
EXISTS.
RT
END RE~.,IRFACI NG
I 'PA~ 'O' INLET
MANHOLE: P-8 1 (1~)
STA. 107+70. 30' LT. STA. 107+70. 15' RT.
ORATE EL 14.7 GRAI~ EL 14.40
~ ~.c 9.2 (.) ~.[. 9.1
(s) i.r.. 9.~ (s) L~ &6
(NW) I.IL 9.3 (VO ;~ 9.1
BOSOM EL 8.1 BOTTOM El- 7.6
I SrA. 109+18. 2~' RT.
I GRATE EL 94.0
I (~ ~.E. 9.9
STA. 109+18. 15' RT.
GRATE FI 14.29
(N) L~ 9.S3
lis) L~
(W) LF- 9.8
BOTTOM EL
Sr~ lo7+57, ~, L I (uee~qE~)
GRATE ri 14.0
(N) I.~. 9.4 I ST& 107+70. 17' RT.
I ~[ ~ 14.7~
I (N) ~ 9.5
I (S) L~ 9.5
I(q~ ~0
ST~ 107+7~ 15' RT. I 0 20 40
~k~ ~ 1~4 I
SCA~ F~ET
108+00
109+00
· CITY OF BOYNTON BEACH
INDUSTRIAL AVENUE: CORRIDOR /
LAKE BOYNTON ESTATES
INFRASTRUCTURE IMPROVEMENTS
110+00
PLAN AND PROFILE SHEET
SW 61'1-1 STREET
STA 105+00 TO STA 111+00
111+00
C4