HomeMy WebLinkAboutContract 58231-CO1PROJECT NAME:
CONTRACT:
ICFA #
CITY PROJECT #
IFID #
FILE #
INSPECTOR:
PROJECT MANAGER:
IORIGINAL CONTRACT
IEXTRAS TO DATE
ICREDITS TO DATE
ICONTRACTTO DATE
(AMOUNT OF PROP. CHANGE ORDER
IREVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
Landing at Creekside Phase 1
Water, Sewer, Drainage, Paving and Street Light Improvements
22-0104 CITY PARTICIPATION: YES
103525
30114-0200431-103525-EO7685
W-2805
Travis Overstreet Phone No: 469-247-7716
Sandip Adhikari Phone No: 817-392-8424
CHANGE
ORDER No:
CONTRACT UNIT
WATER SEWER I PAVING I DRAINAGE
Developer Cost
$1,103,740.37
$1,103,740.37
$1,103,740.37
City Cost
�eveloper
Cost
$544,429.50
$544,429.50
$24,175.00
$568,604.50
City Cost
Developer Cost
$1,437,826.50
$1,437,826.50
$1,437,826.50
City Cost Developer Cost
I $1,765,936.00
$0.00 I $1,765,936.00
$0.00 I $1,765,936.00
$206,676.13
$206,676.13
$0.00
$206,676.13
$0.00
1
CSC No. 58231-COl
STREET LIGHTS CONTRACT
DAYS
Citv Cost ICost I Citv Cost
$0.00 1 $0.00
$1,310,416.50 $568,604.50 $1,437,826.50 $1,765,936.00
Dev. Cost:
$4,876,107.37
City Cost:
$5,082,783.50
$0.00
$206,676.13
REVIEWED
By Sandip Adhikari at 1:55 pm, May 22, 2023
1 220
$0.00 I 220
0
$0.00 I 220
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 10-12-2011 Page 1
REVIEWED J
lBy Sandip Adhikari at 1:55 pm, May 22, 2023 J
Asterisk (*) indicates a new pay item number.
You are directed to make the following changes in the contract documents:
PAY ITEM # CITY BI#D ITEM QUANTITY I UNIT ITEM DESCRIPTION UNIT PRICE I TOTAL
UNIT II: SANITARY SEWER IMPROVEMENTS
8 3339.0001 31 I VF I EPDXY MANHOLE LINER $ 425.00 $ 13,175.00
15* 3305.0106 2 EA MANHOLE ADJUSTMENT, MAJOR $ 5,500.00 $ 11,000.00
TOTAL $ 24,175.00
REASONS FOR CHANGE ORDER SANITARY MANHOLE VERTICAL ADJUSTMENT REQUIRED TO MATCH PROPOSED PAVEMENT ELEVATION.
THIS CHANGE ORDER DOES NOT IMPACT CITY COST PARTICIPATION
Revised: 10-12-2011
RECOMMENDED:
APPROVED:
APPROVED:
LJA ENGINEERING, INC
Lennar Homes of Texas Land
Conatser Construction
and Construction
TX, LP
,L.CJ.KLT.BiL �u>�
4�'w Nt , ,.
'---llpGllYLf
By: Landon King (May 22, 316:14Il II
By: Jennifer Eller(Miy22,20231618CDT)
By.
Brock Huggins )M 202310:32 CDTI
Name: Landon King
Name: Jennifer Eller
Name:
Brock Huggins
Title: Sr. Protect Manager
Title: Authorized Agent
Title:
President
APPROVAL RECOMMENDED:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW WaterDepartment, DS WS
CFW City Manager
CFW - Assistant City Attorney
--
/// �U r�
l-'R�AAssistant
1 J( 1,2 <.T)
4112
RicM1ar ra nTJun ].30]31T43 <DT)
B\/
By:--gh
B\/
Name: Taylor Gunderman
Name: Dana Burghdoff
Name:
Richard A. McCracken
Title: Engineering Manager
Title: Assistant City Manager
Title:
Sr. Assistant City Attorney
RECOMMENDED:
ATTEST:
CFW - *Contract Compliance Manager
U�`4 r4
ti+h�
* Contract Compliance Manager (Project Manager):
s�uJ�aJl2�G
A rS�#g
By signing I acknowledge that I am the person responsible
By: sandRa ikanlMay21,2D2a1Da4CDn
By:
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
Name: Sandip Adhikari
Name: Jannette S. Goodall
❑
There are NO City Funds associated with this Contract
Title: Sr. Professional Engineer
Title: City Secretary
❑�
There are City Funds associated with this Contract
M&C Number: 22-0694
M&C Date Approved: August 23, 2022
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX Page 2
THE CITY OF FORT WORTH, TEXAS
PLANS FOR THE CONSTRUCT:ON OF
X-27102
3
G
WATER, SEWER, PAVING, DRAINAGE CURRENT CONSTRUCTION STANDARDS FOR
DEELOPMENTS OCTODER 04. 2019, SHALL
GOVERN ON THIS PROJECTFORTWORTH & STREET
LIGHT IMPROVEMENTS 00TO SERVE
f
REVIEWED
By Sanaip AJhikan at lS:d)pm, May 33, 20Y3J
LANDING AT
MATTIE PARKER
MAYOR
DAVID COOKE
CITY MANAGER
MICHAEL OWEN, P.E.
CITY ENGINEER, TRANSPORTATION
AND PUBLIC WORKS DEPARTMENT
CREEKSIDE
PHASE 1
\ J
yC
h
4.A SWELCRD L
t� r
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT
EIWII ® PROJECT
xLL.0 "'LANoori 9iNc`- _ LOCATION l
_ u n _ tF
n � U
OWNED/DEVELOPED BY: .AIR eoae o��c1 & —
LENNARHOMESOPTEXASLANDAND
CONSTRUCTION, LTD. CROMWELL MARINE CREEK R
1707 MARKET PLACE BLVD. AQ
SUITE 210""
PETER E PURD
IRVING, TX 75063 -A,
PHONE: (469)587-5206 �A,,•0�%
04]ac7zoix LOCATION MAP
"=4000'
IPRC RECORD NO. 21-0123
MAPSCO N0. 33S
CITY PROJECT NO. 103525 COUNCIL DISTRICT 7
FID NO. 30114-0200431-103525-FO7685
FILE NO: W-2805
DUNE 2022
0
PREPARED BY:
LJA Engineering, Inc. `A
3017 W 7th Street Phone 469.621 0710
Sde 300
Fort Worth, Texas 76107 FRN - F-1386
UNIT I — WATER & SEWER IMPROVEMENTS
SHEET No
DESCRIPNON
1R2.
COVER SHEET
SIR
SHEET INDEX
3-4.
DRAFT HORIZONTAL CONTROL PLAN
5.
KEY MAP
6
OVERALL WATER PLAN
7-9.
WATER PLANS
1OR2-16
WATER PLAN & PROFILES
17,
OVERALL SANITARY SEWER PLAN
18-24.
SANITARY SEWER PLAN AND PROFILE
25-28
WATER DETAILS
29-30,
SEWER DETAILS
31.
GENERAL UTILITY DETAILS o
32
COFW GEN NOTES
33
GEN CONSTRUCTION NOTES z
UNIT II — DRAINAGE & PAVING IMPROVEMENTS
SHEET NO. DESCRIPTION
34-38 GRADING PLANS
39. GRADING DETAILS
40R2-47 PAVING PLAN & PROFILES
48. EXISTING DRAINAGE AREA MAP
49-50 PROPOSED DRAINAGE AREA MAP
51-52. ULTIMATE DRAINAGE AREA MAP
53-55 STORM CALCULATIONS
56. OVERALL STORM LAYOUT
5]-64. STORM DRAIN PLAN & PROFILE
65-67 STORM DRAIN PROFILES
68-69 SIDEWALK & SIGNAGE PLAN
70-71 STREET LIGHT & CONDUIT PLAN
72-76 PAVING DETAILS
77-78. SIDEWALK & BFR DETAILS No
79-80. STREET LIGHT DETAILS
81. SIGN POST DETAILS z
82-88, STORM DRAIN DETAILS
89. ISM CONSTRUCTION PLAN
90-91 ISM—T&PW DETAILS
92 WJ BOAZ ROAD CONSTRUCTION SEQUENCING
93-94 COFW GEN NOTES _
95. GEN CONSTRUCTION NOTES
DIRECTOR'S DESIGNEE FOR
CONSTRUCTION PLAN APPROVAL
RESOLUTION NO. 01-10-2020
REVIEWED
PROJECT MANAGER
.S
DATE:
s�
OF
U DATE:
X-27102
PROJECT NO LJA PROJ If 0163 J
UNIT I - WATER & SEWER IMPROVEMENTS
SHEET NO. DESCRIPRON
®m 1R2
®m 21F!2.
COVER SHEET
SHEET INDEX
3-4.
DRAFT HORIZONTAL CONTROL PLAN
5
KEY MAP
6.
7
OVERALL WATER PLAN
WATER PLAN
8
WATER PLAN
9.
® 10R2.
WATER PLAN
WATER PLAN & PROFILE - WL-1
m 11 R.
WATER PLAN & PROFILE - WIT-112.
WATER PLAN & PROFILE - WIT-1
13.
m 14R.
WATER PLAN & PROFILE - WL-1
WATER PLAN & PROFILE - WL-2
15R
WATER PLAN & PROFILE - WL-2
16
WATER PLAN & PROFILE - WL-2
17,
18.
OVERALL SANITARY SEWER PLAN
SANITARY SEWER PLAN & PROFILE - LINE A
19,
SANITARY SEWER PLAN & PROFILE - LINE B
20,
SANITARY SEWER PLAN & PROFILE - LINE C
21
22
SANITARY SEWER PLAN & PROFILE - LINE C
SANITARY SEWER PLAN & PROFILE - LINE C & LINE D
23,
SANITARY SEWER PLAN & PROFILE - LINE E
24,
SANITARY SEWER PLAN & PROFILE - LINE F & LINE G
25
26
WATER DETAILS
WATER DETAILS
27.
WATER DETAILS
28,
WATER DETAILS
29
30
SEWER DETAILS
SEWER DETAILS
31.
GENERAL UTILITY DETAILS
32
33,
COFW GEN NOTES
GEN CONSTRUCTION NOTES
UNIT II - DRAINAGE & PAVING IMPROVEMENTS
SHEET NO. DESCRIPION
34 GRADING PLAN 1
35 GRADING PLAN 2
36. GRADING PLAN 3
37 GRADING PLAN 4
38, GRADING PLAN 5
39. GRADING DETAILS
® 40R2 PAVING PLAN & PROFILE - W J. BOAZ ROAD
41, PAVING PLAN & PROFILE - W.J BOAZ ROAD
42. PAVING PLAN & PROFILE - MEANDERING CREEK LN & HIDDEN TREASURE LN
43 PAVING PLAN & PROFILE - LANDINGS EDGE ROAD
44 PAVING PLAN & PROFILE - MISTY SUMMIT DRIVE
45. PAVING PLAN & PROFILE - LAZY CREEK ROAD
46. PAVING PLAN & PROFILE - GREY FALLOW STREET & IVORY KNOLL ROAD
47 PAVING PLAN & PROFILE - DRAPER RIDGE DRIVE & OLD EMBER LANE
48 EXISTING DRAINAGE AREA MAP
49. PROPOSED DRAINAGE AREA MAP
50. PROPOSED DRAINAGE AREA MAP
51. ULTIMATE DRAINAGE AREA MAP
52, ULTIMATE DRAINAGE AREA MAP
53. STORM CALCULATIONS
54. STORM CALCULATIONS
55. STORM CALCULATIONS
56. OVERALL STORM LAYOUT
57 STORM DRAIN PLAN & PROFILE - CULVERT 1
58 STORM DRAIN PLAN & PROFILE - SD-1
59. STORM DRAIN PLAN & PROFILE - SD-1
60. STORM DRAIN PLAN & PROFILE - SD-1 & EAT 11
61 STORM DRAIN PLAN & PROFILE - SD-2 & SD-3
62 STORM DRAIN PLAN & PROFILE - SD-4 & SD-5
63. STORM DRAIN PLAN & PROFILE - SD-13
64 STORM DRAIN PLAN & PROFILE - SD-14
65, STORM DRAIN PROFILES - LATS 1A1, IAS. 1151, 162. 101, IDS. 1D1, iD2
66 STORM DRAIN PROFILES - LATS 1Et, IE2, 1F1, 1F2, 1G1, 3A1, SAS, 3B1
6] STORM DRAIN PROFILES - LATS 4A1, 5A1, 13A, 13B, 13C, 14A, 14B
68 SIDEWALK & SIGNAGE PLAN
69. SIDEWALK & SIGNAGE PLAN
70 STREET LIGHT & CONDUIT PLAN
71 STREET LIGHT & CONDUIT PLAN
72. PAVING DETAILS
73. PAVING DETAILS
IT PAVING DETAILS
75. PAVING DETAILS
76. PAVING & TRAFFIC CONTROL DETAILS
77. SIDEWALK & HER DETAILS
78 SIDEWALK BE BEE DETAILS
79. STREET LIGHT DETAILS
80. STREET LIGHT DETAILS
81 SIGN POST DETAILS
82 STORM DRAIN DETAILS
83. STORM DRAIN DETAILS
8, STORM DRAIN DETAILS
85. STORM DRAIN DETAILS
86. STORM DRAIN DETAILS
87. STORM DRAIN DETAILS
88. STORM DRAIN DETAILS
89. ISWM CONSTRUCTION PLAN
90. ISWM-T&PW DETAILS
91 ISWM-T&PW DETAILS
92 WJ BOAZ ROAD CONSTRUCTION SEQUENCING
93. COFW GEN NOTES
94 COFW GEN NOTES
95. GEN CONSTRUCTION NOTES I REVIEWED
e,.lipAtlhi1 12A7p May22,2022
BENCHMARKS
CON! BM§9104
UNDER W.J. BOAZ ROAD FOR A CREEK RUNNING
NORTH TO SOUTH SET IN THE SOUTHEAST
CORNER OF CULVERT HEADWALL LEVEL WITH
ROAD A STAMPED CITY MONUMENT #9140 SET
FLUSH WITH CONCRETE. (N32'52'11.1421 I".
-24'2J.9548]")
ELEV 775426
COFW BMg9110
ON WJ ROAD ROAD APPROXIMATELY 03 MILE
WEST OF OLD DECATUR ROAD ON A CULVERT
UNDER W.J. BOAZ ROAD FOR A CREEK RUNNING
SOUTH. SET IN THE SOUTHEAST CORNER OF
CULVERT HEADWALL LEVEL WITH ROAD A
STAMPED CITY MONUMENT #9140 SET FLUSH
WITH CONCRETE. (N32'52'1084253-,
W9i23'48.24177")
ELEV 768,566
s/1s/zorz.T w�H1
II wArEa 00 1
I I
I I
I I
DATE II REVISION BY
SHEET INDEX
Landing at Creeksnde
]Phase I
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
3017 N u1 n..tny I- LA
Ph- 469 6210710
Suite 300
F. WO11h, T.-76107 FRN-PIM
DESIGN FORTUNE LJA PROJECT 10
DRAWN KLOPP NT600-0163
cHu cLi AswcuTLO wltH t Or rE+ m Dn1E: FEBRUARi 2022
MIST e"~P ® .RpgS SCPLE
FHEI w LANDON KING w iJ 6V �i HOR2 N/A
ue,L P_IN PETER E. PURDv VFRi N/A
[xI 1. NH- �iC � I SHEET
MI EXIT111 uLVEaT k Al F' pp
2R2
wAT[a eoR[ oq/ue/ply] OF 95 SURTS
g
^Ii
IV
PAV STA 0+9555 WJL BOAZ ROAD
OCU S N lNl 2tlPNNTIPll
z// TEMPORARY
0 20 40 80 �SY • .. .
LEAVE OFF LEFT
SIDE CURB FOR 11
. N 1... ,�..
O
PAV STA 0+20,44 W J. BOAZ ROAD
/
PAVEMENT HEADER
& BARRICADE
PAV STA 0+94.50 W.J BOAZ ROAD (3250' RT)
10' RECESSED CURB INLET TC=774.01
785
775
755 1
I
I
I
I
750 1
I CENTERLINE CURVE DATA LEGEND
CV$ DELTA RADIUS LENGTH CHORD C-L f
REVIEWED ® TAN LIMESTONE REGION
By —dip ACAlxa t12:47pm,-y22,2022 C1 5'O1'5]" 525,00' 46.11' S8736'46"E 46.10'
C2 SICOC" 525.00' 4J.65' SBT41'48'E 47, 64' GREY LIMESTONE REGION
EXISTING MANHOLE ® C3 5'I2.02" 525.00' 4J.65' N87'06'09"E 47.64' SIDEWALK BY BUILDER (n
PDJUST RIM +52' (50' ROW - 5', 60' ROW - 6') _
WITH EPDXY PROTECTION C4 5'01'57" 525.0D' 46.11' N87'01'06"E 46.10'
ADJUSTED RIM ELEVATION = 7747 SIDEWALK BY DEVELOPER d
PC PAV STA 1+0000 SEE AS -GUILTS X-16197
/ PT PAV STA 1+IRA \ ,qJ1 PT PAV STA 6+544 \ PT PAV STA 8+0480 COMMON AREA TO BE PLANTED IN
C PAU ST GRASS PER DETAIL 32 93 13
PAV I STA tI+46.t1 W.J. BOAZ R AD�8.00' RT) p s+06_ Av STA 7+58 -y W
vC VALLEY GUTTER
/ B_. LLf slut CO.. TO= 714l,25 a 77 c P 6 RV50 EXPANSION JOINT Y
I ING GAS VALVES LL0 x LLI
ADJUST
T MANHOLE \( MOVED S) NOTES'
PAV 72 VLT ws¢-7 a ADJUST RIM +].2'OT9)2RULi w�lt T 5 O D [xlsiw0 nuxnal[x 1. SIOEWALNS ARE TO BE CONSTRUCTED BY HOME a
T1'5� N WITH EPO%Y PROTECTION BUILDER UNLESS OTHERWISE NOTED
PDJUSTED RIM ELEVATION = UNION 2. ADA RAMPS ARE TO BE CONSTRUCTED BY
PT STa 2498 03 1 _
0 SEE AS GUILTS X 16197 T DEVELOPER AND SHALL BE'
u.1�RT az TYPE P-1 PERPENDICULAR CURB RAMP
Ed B�_ 1 y�� - -' wnT[rt e0x[ 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS (�
BYYYYA�Y�, \ y / q q �Xy .,y 4A y�F 3 , 'k[ 1..(uAy 4 X,: �1 _ J a r it.-r Q mxc c q SIOEWALNS TO BE STAKED IN FIELD AND
L •` M 2.i: V Y1n 1�/.F { SwtJ. 1+ 4' aF dW ._•`! S` / 1 XS` { _ APPROVED BY IANDSCAPED ARCHITECT PRIOR =
\ V1 f. n M'rl c.Y+ - y TO CONSTRUCTION
C2 _ _ F"'�'wE 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT Za
(., �yA .-.., LLI ALL ROPD PC'S AND PT'S AND CURB RETURNS J
1 ' ' ` i - ^ �L�.��.......]� 6 IT IS CONTRACTORS RESPONSIBILITY TO
" I// �3t� _ LANOON K NG FlNPLIZE AND IMPLEMENT TRAFFIC CONTROL
g opt ~I v c3M 77 PLAN REFER SHEET 76 FOR DETAIL
..� � . Y ...._ I11y. 'b'\f\'. BENCHMARKS.
I FEMA 100-YR - ` Tbg,y4 Q I5 2023 COFW BM$9104
10' DEVELOPER) V FLOODPLAIN r \\��\ U c f.� \ S S \� ON WJ. BOAZ ROAD APPROXIMATELY 01 MILE
SIDEWALK T • C EAST OF SAM CANTEY ROAD ON A CULVERT
ON ER PGOES
tRIAN =A_ RAIB` _s[`=7ee.ia J A �3V00 �f%Qe�6'2 ® NORTH TO J SOUTH SET IN THE SOUTHFpSTROAD FOR A CREEK NNING
PAV STA 2+98.50 W.J. BOAZ ROAD (32.50' RT) Z p T9 3a q,S Ny CORNER OF CULVERT HEADWALL LEVEL WITH
10' RECESSED CURB INLET TC=77403 ULTIMATE 100-YR T *11 POTENTIALLY OO f fry6'`Ot Ce �Jf �Ox10t' ROAD A STAMPED Cltt MONUMENT #9140 SET
ROODPI AIN g00 u� JURISDICTIONAL
`-7ae2 WATERS Yfi0 QP' .50 ?f't 9 RUSH WITH CONCRETE (N32'S2'1114211
DO NOT DISTURB 'Yh O O' �O O� O—4'2J.95487")
ELEV 775426
PAV STA 5+96.50 W.J. BOAZ ROAD (1Z.50' 1) COEW BM§9110
I0RECESSED CURB INLET TC-774.53 PAV STA 7+7617 W J. BOPZ ROAD (32SO' RT) ON W J BOAC ROAD APPROXIMATELY C 3 MILE
10' RECESSED CURB I.I Tc--r.. as WEST OF OLD DECATUR ROAD ON A CULVERT
UNDER W.J. BOAZ ROAD FOR A CREEK RUNNING
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST SOUTH SET IN THE SOUTHEAST CORNER OF
48 HOURS PRIOR TO EXCAVATING IN THIS AREA' CULVERT HEADWALL LEVEL WITH ROAD A
6 FORT WORTH WATER DEPARTMENT 817-392-829STAMPED CRY MONUMENT #9140 SET FLUSH
FORT
WORTH TRANSPORTATION/PUBLIC WORKS 81 J-392-61 DO WITH CONCRETE. (N32'S2'1084253",
W9J23'48.241 UJ")
W.J. BOAZ ROAD FOR ALL OTHER FACILITIES WWW TEXAS811 ORG OR 1-800-545-6005 ELEV 768.566
1+00 2+00 3+00 4+00 5+00 6+OI 7+00 B+OI
I - -� [ROxr COAT- x0I2 Mwrs vmx /is/rzarza �noTusl[
I I
785
sr -I �r s r s" ✓ II
I DATE REVISION BY
, q T I? 780 PAVING PLAN & PROFILE
I I W.J. BOAZ ROAD
775
Landing at Creekside
/06
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
>1 N R' fOW J �/.
oil
SP: D1 of = FOIIWMh, Texas 7610] FRN F1386
- -
wF - DESIGN UNE WA PROJECT ID
_ '_
h . R IRE TE 1 780 FORT
_ r DRAWN S,jo, NT600-OI63
Flo _ DA1E EmauARr 2022
Sn S^ iJ_7 B3 � FL D��J i49 Yn - --5 �- --- __�- -- + SCALE
N 755 ....=• Hoaz 1' _ 40'
PETER ' PURDY VERT 1- = 4-
�0 .� sHEFl
N c i ,,. 40R2
750 p.JSa/2p22 OF 95 SHEDS
ti