R20-010 1 RESOLUTION NO. R20-010
2
3 A RESOLUTION OF THE CITY OF BOYNTON BEACH,
4 FLORIDA, APPROVING AND AUTHORIZING THE CITY
5 MANAGER TO SIGN AMENDMENT NO. 1 TO THE
6 DEVELOPER'S AGREEMENT WITH KNUCKLES,LLC FOR THE
7 CONSTRUCTION OF SANITARY SEWER AND LIFT STATION
8 WET WELL IMPROVEMENTS FOR THE TACO BELL PROJECT
9 LOCATED AT 2319 FEDERAL HIGHWAY; AND PROVIDING AN
10 EFFECTIVE DATE.
11
12 WHEREAS, On November 5, 2019, the City Commission approved and authorized
13 the City Manager to sign the Developer's Agreement with Knuckles, LLC for the Taco Bell
14 project located at 2319 Federal Highway; and
15 WHEREAS, Since the Commission's approval of the Developer's Agreement,
16 Knuckles, LLC has offered to construct and install a gravity sewer line within a 12 ft. utility
17 easement on the Developer's property and construct and install a lift station wet well within a
18 20 ft. x 20 ft. utility easement on the southwest corner of the Developer's property(Lot 5) in
19 accordance with the project plans provided by the City; and
20 WHEREAS, utilizing Knuckles, LLC's subcontractor for the work will expedite
q 1 construction of the wastewater utilities without delaying the Developer's schedule for
22 completing construction of the Taco Bell project in addition to providing a cost savings to the
23 City of$13,700 as compared to bidding the work directly under the Utilities' Pre-Qualified
24 Minor Utility Construction Services Contract; and
25 WHEREAS,the City Commission has determined that it is in the best interests of the
26 residents of the City to approve and authorize the City Manager to sign Amendment No. 1 to
27 Developer's Agreement with Knuckles, LLC for the construction of sanitary sewer and lift
28 station wet well improvements for the taco bell project located at 2319 federal highway.
29 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
30 THE CITY OF BOYNTON BEACH,FLORIDA,THAT:
31 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as
32 being true and correct and are hereby made a specific part of this Resolution upon adoption
3 hereof.
34 Section 2. The City Commission does hereby approve and authorize the City
35 Manager to sign Amendment No. 1 to Developer's Agreement with Knuckles, LLC for the
S:\CA\RESO\Agreements\Developers Agreement(Amendment#1)with Knuckles(Taco Bell)-Reso.docx
6 construction of sanitary sewer and lift station wet well improvements for the taco bell project
27 located at 2319 federal highway, a copy of Amendment No. 1 is attached hereto as Exhibit
28 "A".
c9 Section 4. This Resolution shall become effective immediately upon passage.
40
41 PASSED AND ADOPTED this
��Siday of January, 2020.
42
43 CITY OF BOYNTON BEACH, FLORIDA
44 YES NO
45
46 Mayor—Steven B. Grant
47
48 Vice Mayor—Justin Katz
49
50 Commissioner—Mack McCray (/
51
52 Commissioner—Christina L. Romelus r%
53
54 Commissioner—Ty Penserga ✓'
55
56 VOTE
57 ATTEST:
58
59
50
31 C stal Gibson, M C
52 City Clerk
23
34
35 (Corporate Seal)
cll.
•
r-
• O
S-.\CA\RESO\Agreements\Deve opers Agreement(Amendment#I)with Knuckles(Taco Bell)-Reso.docx
�, ao --ago
AMENDMENT NO. 1
This is AMENDMENT NO. 1 to the DEVELOPER'S AGREEMENT (the
"Agreement")which was passed and adopted by the City of Boynton Beach on November 5,2019
as Resolution No. R19-136 between the CITY OF BOYNTON BEACH (the "City") and
KNUCKLES, LLC (the "Developer").
1. On-Site Utilities. The Developer will construct and install a gravity sewer line within
a 12 ft. utility easement on the Developer's property and construct and install a lift
station wet well within a 20 ft. x 20 ft. utility easement on the southwest corner of the
Developer's property(Lot 5) in accordance with the project plans provided by the City
and attached hereto. The gravity sewer and wet well will be installed as "dry lines"
without flow until Lift Station No. 412 is relocated by the City in the future.
2. Reimbursement. The City will reimburse the Developer after Final Acceptance of the
gravity sewer and wet well improvements in the amount of$171,692.00 based on the
Developer's price quote attached hereto. Final Acceptance involves compliance with
the City requirements as follows:
a. The granting of appropriate utility easements over the Developer's property as
indicated in paragraph(1) above.
b. The conveyance of said facilities to the City by Bill of Sale.
c. The completion of all City required punch list items.
d. The delivery of final as-built record drawings (two full-size sets of signed and
sealed hard copies, AutoCAD file,and PDF file).
e. Palm Beach County Health Department permit release.
3. All other provisions of the Developer's Agreement adopted as Resolution R19-136
remain in full effect.
[SIGNATURE PAGES, DEVELOPER'S PRICE QUOTE,
AND PROJECT DRAWINGS FOLLOW]
CITY:
CITY OF BOYNTON BEACH
ATTEST: BY A.4...„VILA...0-.4--
Name: �tLori La✓V rrntere
By:
o,� Title: U �
Name: Cry 6; n
Title: esify f/eke
APPROVED AS TO FORM AND
LEGALITY
For the uses and reliance of the City of
Boynton Beach, Florida only
By: ,Jw.
�i
"S,b� '
Name:
Title: Ci`hl /1-1+0471/
Dated: 3/a/�a0
DEVELOPER:
Knuckles, LLC,a Delaware limited liability
company
Pfi e: fOi
S 6r0176-1— By:
Its:
W itnes
,
'rint Name: _ 0odrn4r1
Witness
STATE OF FLORIDA
_� �
COUNTY OF-7/41-yA
The foregoing instrument was executed, sworn to and acknowledged before me by 0
means of _physical presence or 0 online notarization this 0/2 Vvlon4 2020, by
NATO -- Sly as Dam of Knuckles, LL , a Delaware limited
liability company. She/He(check one) is personally known to me, or❑ has produced a valid
driver's license as identification. f'
•
•
Notary Public, State and C6unty Aforesaid
Name:
My Commission Expires: o
, CARIDAD A. CARRILLO
My Commission Number is. ,,g:�, -, ry Public State of Florida
Commission#FF 969367
tY•1
My Comm.Expires Jun 26,2020
„°;,; Bonded through National Notary Assn
ROMACK Michael A Romack Contracting Inc
Rt 2551 Princess Way,Kissimmee FL-34746
www.romackcontracting.com
Boynton Beach, January 10th 2020.
This letter is to affirm that we will provide the necessary labor, materials and equipment
to install 301+/- LF of 8" gravity sewer along with 2 sanitary structures and wet well (no
equipment) for the total sum of 171,692.00. This price includes mobilization and utility
coordination. All materials shall meet or exceed city of Boynton beach specifications and shall be
pre-approved via shop drawings and submittals provided to the engineer of record and the city
of Boynton beach. If you have any further questions or need to discuss the project further feel
free to call my cell at anytime.
Jet Romack
(407) 591-8590
4 jet@romackcontracting.com
41
R."61ROMACK Michael A Romack Contracting Inc
2551 Princess Way,Kissimmee FL—34746
(C www.romackcontracting.com
SW-20-2019-TACO BELL-LIFT STATION 412 DRY B-INCH GRAVITY SEWER MAIN
RFW NO.028-2821-19/MFD PRE-QUALIFICATION OF CONTRACTORS FOR MINOR UTILITIES CONSTRUCTION SERVICES-BID FORM
OPTION
#
TECH SPEC. GENERAL CONDITIONS QUANTITY UNITS UNIT COST TOTAL COST
SC1025 2.175
1 LS S
1 1.11.0 NPDES(1.5%)of the total bid price 1 LS 5 2,175 00 2,275.00 $ 2.175
2 1.11.D Record Drawing.Easement sketches and Legal descriptions 1,250.00 $ 7,250
3 1.11.E Professional Pre-construction photographs/video $ideo of construction site 1 LS 5 25.00 S 25
4 1.11.F Indemnification SUB-TOTAL $ 10,700
# TECH SPEC WASTEWATER QUANTITY UNITS UNIT COST TOTAL COST
SC1025 43.680
backfill,compaction an
Furnish&Install 8"C-900 PVC Gravity sewer main,including 336 LF $ 130.00 $
5 1.11.G d restoration
Furnish&Install 48"diameter sanitary manholes including backfill 2 EA $ 14.500.00 $ 29.000
6 1.11.H compaction and restoration
SUB-TOTAL $ 72,680
#
TECH SPEC. WELL POINT SYSTEM AND DE-WATERING QUANTITY UNITS UNIT COST TOTAL COST
SC1025 1 LS $ 45,000.00 $ 45.000
7 1 11.1 Well point system and de watering SUB-TOTAL $ 45,000
# TECH SPEC. ADDENDUM QUANTITY UNITS UNIT COST TOTAL COST
SC1025
Furnish&Install 8"DIP Gravity sewer main,including backfill, 6 LF S 552.00 $ 3,312
8 1 11 J compaction and restoration
Furnish&Install 6FT diameter wet well and top slab,including de-
9
LS S 40.000.00 S 40 000
g 1 11 watering.backfill and compaction
SUB-TOTAL $ 43,312
171,692
TOTAL BID PRICE(IN NUMBERS)
One hundred seventy two thousand
TOTAL BID PRICE(IN WORDS) sixty dollars
Mchael A Romack Contracting INC
NAME OF FIRM SUBMTTING BID PROPOSAL (PRINT)
Jet Romack
NAME OF FIRM SUBMITTING BID PROPOSAL (PRINT)
NAME OF FIRM SUBMITTING BID PROPOSAL (SIGNATURE)
£'
Date 1/10/2020
�:y
BOYNTON BEACH UTILITIES
TACO BELL — LIFT STATION 412 DRY 8 INCH GRAVITY SEWER MAIN
CONSTRUCTION PROJECT — OPTION 2
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3 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435
DATE 11/4/19 TACO BELL-LIFT STATION 412 DRY
DRAWN BY:C0O 8 INCH GRAVITY SEWER MAIN
CHECKED BY:ME COVER
APPROVED BY:CJR CONSTRUCTION PROJECT SHEET
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124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435
DATE 11/4/19 TACO BELL-LIFT STATION 412 DRY
SCALE IN FEET DRAWN BY:C0O 8 INCH GRAVITY SEWER MAIN
I I CHECKED BY:ME CONSTRUCTION PROJECT SHEET NO.
30 15 30 APPROVED BY:CJR 1 OF 5
SCALE:As SHOWN OPTION 2
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a DATE
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124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435
DATE: 11/4/19 TACO BELL-LIFT STATION 412 DRY
DRAWN BY:coo 8 INCH GRAVITY SEWER MAIN
CHECKED BY:ME CONSTRUCTION PROJECT SHEET NO.
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' 1. IN GREEN AREAS OR ANI'AREA DEEMED TO HAVE WESTIONABLE DRAINAGE.A WATER-TIGHT MANHOLE INSERT SUCH AS
L ! 'SEWER GUARD"OR APPROVED EWAL WILL BE REQUIRED.
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$ 2. APPROVED MANHOLES(DOUBLE COVER TYPE): U.S.FOUNDRY MODEL No.230-AB-MC DRAWING/A4218 INNER COVER.
3. GREASE TRAP COVER:U.S.FOUNDRY MODEL NUMBER 125-N.
4. MANHOLE ADJUSTING SHALL BE BY ADDITIONAL BRICKS USED TO ELEVATE MANHOLE COVERS TO RESURFACED GRADE(MAK.
3yp 4"HEIGHT).
5, 3 5. CONCRETE COLLAR 6'46.46'WITH 4'44'WIRE MESH REINFORCING AMY BE REQUIRED FOR MANHOLES N LANDSCAPE AREA
OSA BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS
t, ffNOT To EFF.DATE
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CHECKED BY:ME 8 INCH GRAVITY SEWER MAIN SHEET NO.
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3. All CHANNELS
5 D WON A WATERPROOF NON-SFLUENT INTO FL GROUT.
4, ROW CIMNNELS SIMLL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM.(SEE DETAIL).
A
111.11111111.11111011111.11111111.11111011 s. LL HOLES ARE
NOT PERMITTED. •
1 6. ALL PIPE HOLES SMALL BE PRECAST OR CORE-DRILLED.
OECi1ON'A-A' gECT1L7N•B$ % of RR PVC PIPE ENTERING MANHOLE WITH PRECAST HOLES USE THE APPROVED NON-ASBESTOS PVC-MANHOLE ADAPTER.THE ADAPTER
[ SHALL NOT EXTEND MORE THAN 1'INTO THE MANHOLE.
)a c D)ONNECTON TO A MANHOLE WITH A CORE DRILLED HOLE SHALL BE MADE USING A 5'MN.DUCTILE IRON PIPE SECTION(EPDXY DATE:
1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH ROW WITH NO OBSTRUCTIONS. q UNED)OR THE APPROVED PVC-MANHOLE ADAPTER.
2. E 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT IM'ERf ELEVUTIONS PRGVIDING FOR SMOOTH wE 7. NSIOE DROPS SINCL MOT BE DESIGNED TO EXCEED 2.0 FEET Q NDT CONSTRUCTED TO EXCEED 2.O fEEf.MAX.6"INSIDE DROP I$
FF PERMRTED FOR MANHOLES MATH 1 DR YORE N+ERTS Q 4NIHOLES WON A CHANGE IN ROW dRECM)Il OF MORE THA!15 DECNEES.USE ENGINEER OF RECORD:
li Rows. s'-D"DNYETOTT MANHOLE FOR INSIDE DROP CONNECTION(SEE DETAIL). CHRISTOPHER J.ROSCHEK P.E.
1A f
{ 3. CHANNELS FOR FUTURE CONSTRUCTIONS(STUBS)SHALL BE CONSTRUCTED,FILLED WITH SANG,AND COVERED WffH 1' & B. 6'DIAMETER PIPE:12 HOLE FOR DIP.16'HOE FOR PVC:10'DIAMETER PIPE 14'HOLE FOR DIP.18'HOLE FOR PVC. FL.LIC.NUMBER 59624
6fi Of MOMM.
y 9. MANHOLE FABRICATOR SHALL BE N ACCORDANCE WITH ASTM C-178,LATEST STANDARD.
4. SLOPE MANHOLE ITSELF WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL .1 10.MINNUM 5 FEET IS REQUIRED BETWEEN OUTSIDE OF MANHOLE AND SERVICE WYE.
Bj 10.MANHOLE INTERIORINTERIOROC,R PROTECTION SHALL CONSIST OF THE FOLLOWING APPROVED PROCESSES;THORMAINSTAY,SEWPERCOAT,STRONG SEAL
3. S. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR N'DEEP. AN
tl OR REFRATTA WC 100 COATING APPLED N THE FIELD.
0v.
8 6. NO INSIDE DROP LARGER THAN 6'SHALL BE ALLOWED WITH 3 OR 4 INVERTS AND MANHOLES WITH A CHANGE OF g 11.MWHOLF EXTERKW PROTECT RA SINAL CON55T OF THE USE OF CARBOLINE(KOPPERS BR.
300MI(OR APPROVED EQUAL).THE
«T77i4 DIRECTION OF FLOW OF MORE THAN 45 DEGREES. [S FIRST COAT INTHE COLOR GMY OR REO k THE SECOND COAT BEND THE COLOR BAA .
� • 7. SERVICE LATERALS SHALL NOT ENTER MANHOLES UNLESS SPECIFIED ON PLANS AND THEN MUST BE TREATED AS AWNS E 12.APPROVED INFLOW PROTECTORS ARE REQUIRED.
E (ELEVATIONS SHOWN.PRECAST HOLE.FLOW CHANNEL). 3-
113.AL PVC SHALL BE AWWA C-BOO DR-16.
L .Ei 6. ANY MODIFICATION TO'THE ABOVE MUST BE APPROVED BY THE DEPARTMENT. iB 14.LIFTING HOOKS SHALL BE INSIDE STRUCTURE.
E
aii.2. BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS OLS' Q� BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS
/ NOT Tp EFF.DATE
N CALF EFF.DATE W i 5 CALF I (1/18
Nr SCALE 111/16 q STANDARD PRECAST MANHOLE
QA 4 r *� PAGE NUMBER
>eN. FLOW PATTERNS FOR INVERT CHANNELS PAGE NUMBER UTLREsbx (WITH ECCENTRIC CONE) S-4
WC
S-2
ENGINEERING MOON ENGINEERING DIVISION
Boynton Beach Utilities
124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435
•
DATE: 11/4/19
O DRAWN BY.ODD TACO BELL-LIFT STATION 412 DRY
CHECKED BY:ME 8 INCH GRAVITY SEWER MAIN SHEET NO.
APPROVED BY:CJR CONSTRUCTION PROJECT 4 OF 5
SCALE:AS SHOWN
WATERAWN `CONFLICT
PIPE JOINT(110)
.-------3'MINIMUM ����1ryp - N
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OR RECLAIMED WATERMAN
0 6'(MIN).EXCEPT 3'(MIN.)STORM
ww��ER��A���ss n�aa WATER AND ITEC A6/FD WAXER
E WATERNAN PARALLEL TO STORM E 10,M. (PART 6 OF FAC.62-RIO)
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2 (PART III OF FAC.52-610). m
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b
g -`O MINIMUM WqC TTEEROAA/N*�R ST •LORAN. C-�PIC WRTE�IN
c 10'PREFERED b VACUUM SEWER,OR GRAVITY SEWER T
RANMLa R� s - J J
R PIPE JOINT(TTP.)5 b'MIN.(12"PREFERED)
b WATER MuSO�` N PARA GRAVITY A DATE:
-
SEWER AND WASTEWATER FORCEMNN. R 20CDOERED OR CN065NG( )
BOTH PIPES DUCTILE IRON ENGINEER OF RECORD:
fCHRISTOPHER J.ROSCHEK P.E.
iFL.UC.NUMBER:59624
rc 6
4 d 3
8S >
THIS DETAIL REPRESENTS THE REQUIRED SEPARATION
OF WATER/MINS TO OTHER PIPING SYSTEM,AS F THIS DETAIL REPRESENTS THE REWIRED SEPARATION
REQUIRED BY FAC.62-555.314 AND WHICH SHALL OF WATERIANNS TO OTHER PIPING SYSTEM.AS
E 3 OVER THESE DEEMS. g REQUIRED BY FAC.62-353.314 AND WINCH SHALL
E ":7-. PREVAIL O �6 PREVAIL OVER THESE DETAILS.
3
.1141., BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS s.; • BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS
NOT TO EFF.GATE
✓ NOT TO TEFF.DATE i SCALE 05/19
e Q�WON* HORIZONTAL SEPARATION DETAIL SPAGENUMBER DRD Es'bN ' VERTICAL SEPARATION DETAIL PG NUMBER DRONES G-2A ENGINEERING INVLSION
PIONEERING gV510N
a Boynton Beach Utilities �'
6
E) 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435
S DATE:11/4/19
6 DRAWN BY:GOO TACO BELL-LIFT STATION 412 DRY
CHECKED BY:ME 8 INCH GRAVITY SEWER MAIN SHEET NO.
8 APPROVED BY:CJR CONSTRUCTION PROJECT 5 OF 5
SCALE:AS SHOWN