HomeMy WebLinkAboutContract 58231-CO2CSC No. 58231-0O2
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
PROJECT NAME:
Landing at Creekside Phase 1
CHANGE
CONTRACT:
Water, Sewer, Drainage, Paving and Street Light Improvements
ORDER No:
CFA #
21-0104 CITY PARTICIPATION:I Yes
CITY PROJECT #
103525
2
FID #
30114-0200431-103525-EO7685
FILE #
W-2805
INSPECTOR:
Travis Overstreet Phone No:
469-247-7716
PROJECT MANAGER:
Sandip Adhikari Phone No:
817-392-8424
CONTRACT UNIT
WATER
I SEWER
I PAVING
I DRAINAGE
STREET LIGHTS & SIGNS
�eva
I CONTRACT
o
DAYS
Developer Cost
City Cost
Developer Cost
City Cost
Developer Cost
City Cost
Developer Cost
City Cost
Cost
City Cost
ORIGINAL CONTRACT
$1,103,740.37
$206,676.13
$544,429.50 I
I $1,437,826.50
$1,765,936.00
220
EXTRAS TO DATE
$24,175.00 I
I
0
CREDITS TO DATE
I
I
0
CONTRACT TO DATE
$1,103,740.37
$206,676.13
$568,604.50 I $0.00
I $1,437,826.50
$0.00
$1,765,936.00
$0.00
$0.00
220
AMOUNT OF PROP. CHANGE ORDER
$30,745.20
$1,989.80
I
I
0
REVISED CONTRACT AMOUNT
$1,134,485.57
$208,665.93
$568,604.50 I $0.00
I $1,437,826.50
$0.00
$1,765,936.00
$0.00
$0.00
$0.00
220
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
$1,343,151.50
$568,604.50
$1,437,826.50
$1,765,936.00
$0.00
REVISED COST SHARE
Dev. Cost: $4,906,852.57
City Cost:
TOTAL REVISED CONTRACT
$5,115,518.50
REVIEWED
By Sandip Adhikari at 6:46 pm, Jun 19, 2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 10-12-2011 Page 1
You are directed to make the following changes in the contract documents:
CITY BID ITEM
I
PAY ITEM #
QUANTITY
UNIT
UNIT I -WATER
1
3201.0121
(20)
LF
13
3311.0561
(20)
LF
14
3311.0551
20
LF
*29
3305.1105
20
LF
UNIT IV - PAVING
4
3212.0302
45
SY
5
3212.0505
45
SY
17
9999.0014
2
EA
*21
0241.1100
411
SY
*new pay item
Asterisk (*) indicates New Pay Item
ITEM DESCRIPTION
UNIT PRICE
Developer Cast
City Cost I
4' Wide Ashphalt Pvmt Repair, Arterial
$40.00
($800.00)
$0.00
16" PVC Water line
$142.00
($2,444.40)
($395.60)
16" DIP Water Line
$182.00
$2,925.40
$714.60
30" Casing (Other Than Open Cut)
$825.00
$14,829.20
$1,670.80
Subtotal Unit I - Water Improvements
$14,510.20
$1,989.80
2" Asphalt Pvmt Type D
$28.00
$1,260.00
$0.00
8" Asphalt Base Type B
$60.00
$2,700.00
$0.00
Barricade
$1,000.00
$2,000.00
$0.00
Remove Asphalt Pvmt
$25.00
$10,275.00
$0.00
Subtotal Unit IV - Paving Improvements
$16,235.00
$0.00
GRAND TOTAL
$32,735.00
1$30,745.20 1
$1,989.80 1
REASONS FOR CHANGE ORDER WATER BORE REQUIRED UNDER EXISTING CULVERT. PAVEMENT REMOVAL, ASPHALT TRANSITION, & BARRICADES REQUIRED.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
REVIEWED
By Sandip Adhikari at 6:46 pm, Jun 19, 2023
Revised: 10-12-2011 Page 2
RECOMMENDED:
LJA Engineering, Inc
Z�� /<
By:
Landon King (Jun 19, 2623 21:04 CDT)
Name: Landon King
Title: Sr. Project Manager
APPROVAL RECOMMENDED:
CFW - Water Department, DS WS
By: PC
Name: Taylor Gunderman, PE
Title: Engineering Manager
RECOMMENDED:
CFW - *Contract Compliance Manager
SA. -a' z7hiik"'
By: Sand,pA kan(Jun 20,202300:15 CDT)
Name: Sandip Adhikari
Title: Senior Professional Engineer
M&C Number: 22-0694
M&C Date Approved: August 23,2022
APPROVED:
Lennar Homes off Texas Land and Construction
By:
Jennifer Eller (Jun 20, 2023 OT 36 CDT)
Name: Jennifer Eller
Title: Authorized Agent
APPROVED:
CFW - Assistant City Manager
T�aiem l�uzosi�eLL
By: Dana Burghdoff(J 3,202 .0EDT)
Name: Dana Burghdoff
Title: Assistant City Manager
n ar
pO .....a�a
Pig -Id
PV8 �Sp
ATTEST
Jannette S. Goodall
City Secretary
REVIEWED
By Sandie Adhikari at 6:46 pm, Jun 19, 2023
APPROVED:
Conatser Construction TX, LP
8`R- HtIAGiL
By: Brock.ug ns(Ju ,20230646CDT)
Name: Brock Huggins
Title: President
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
--
By:
Richard A McCracken (Jun 30, 202316 Ol CDT)
Name: Richard McCracken
Title: Senior Assistant City Attorney
* Contract Compliance Manager (Project Manager):
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
❑There are NO City Funds associated with this Contract
OThere are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 10-12-2011 Page 3
1 THE CITY OF FORT WORTH, TEXAS
1 PLANS FOR THE CONSTRUCTION OF
FoRTWORTH
MATTIE PARKER
MAYOR
DAVID COOKIE
CITY MANAGER
MICHAEL OWEN, P.E.
CITY ENGINEER, TRANSPORTATION
AND PUBLIC WORKS DEPARTMENT
WATER, y SEWER, PAVING, DRAINAGE
All I� A llf E
& STREET LIGHT IMPROVEMENTS
TO SEIRS',I4J
LANDING AT
CREEKSIDE
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT oEAhcicN E o p
°E :........ _
ILA DON KING_
Hz1c NSE
OWNED/DEVELOPED BY: Ar
LENNAR HOMES OF TEXAS LAND AND
CONSTRUCTION, LTD.
1707 MARKET PLACE BLVD.
SUITE 210 PETER P a DY
IRVING, TX 75063
PHONE: (469)-5875206
a/os/zozz�
IPRC RECORD NO. 21-0123
CITY PROJECT NO. 103525
FID NO. 30114-0200431-103525-EO7685
FILE NO: W-2805
JUNE 2022
PHASE 1
LOCATION MAP
1-4000'
MAPSCO NO. 33S
COUNCIL DISTRICT 7
PREPARED BY:
LJA Engineering, Inc.
3017 W. 7th Street
Suite 300
Fort Worth, Texas 76107
CURRENT CONSTRUCTION STANDARDS FOR
DEVELOPMENTS OCTOBER 04, 2019, SHALL
GOVERN ON THIS PROJECT
REVIEWED
By.... A6M1ikaN.15: e2— Jun 11, 20E3
UNIT I — WATER & SEWER IMPROVEMENTS
SHEET NO. DESCRIPTION
1R3
COVER SHEET
2R3.
SHEET INDEX
3-4
DRAFT HORIZONTAL CONTROL PLAN
5
KEY MAP
6.
OVERALL WATER PLAN
7-9
WATER PLANS
10R3-16.
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
32.
33
COFW GEN NOTES
GEN CONSTRUCTION NOTES
UNIT II — DRAINAGE & PAVING IMPROVEMENTS
SHEET NO.
DESCRIPRON
34-38
GRADING PLANS
39
GRADING DETAILS
40R3-47
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
57-64
STORM DRAIN PLAN & PROFILE
65-67.
68-69
STORM DRAIN PROFILES
SIDEWALK & SIGNAGE PLAN
X-27102
o
K�
70-71. STREET LIGHT & CONDUIT PLAN
72-76. PAVING DETAILS
77-78. SIDEWALK & BFR DETAILS
79-80. STREET LIGHT DETAILS
81 SIGN POST DETAILS
82-88. STORM DRAIN DETAILS
89 ISWM CONSTRUCTION PLAN
90-91. ISWM—T&PW DETAILS
92 WJ BOAZ ROAD CONSTRUCTION SEQUENCING 10
93-94 COFW GEN NOTES 1.
95 GEN CONSTRUCTION NOTES
DIRECTOR'S DESIGNEE FOR
CONSTRUCTION PLAN APPROVAL
RESOLUTION NO.O1-10-2020
LJA
Phone 469.621.0710
REVIEWED
FEN - F-1386 PROJECT MANAGER
DATE:
s�
DATE:
X-27102�
PROJECT N0. LJA PROJ h 0163 z J
UNIT I - WATER & SEWER IMPROVEMENTS
UNIT II -
DRAINAGE & PAVING IMPROVEMENTS
SHEET NO.
DESCRIPTION
SHEET NO.
DESCRIPTION
®®0 1R3
COVER SHEET
34
GRADING PLAN 1
®®m 2R3
SHEET INDEX
35
GRADING PLAN 2
3-4
DRAFT HORIZONTAL CONTROL PLAN
36
GRADING PLAN 3
5.
6
KEY MAP
OVERALL WATER PLAN
37
38
GRADING PUN 4
GRADING PUN 5
7.
WATER PLAN
39
GRADING DETAILS
e.
9,
WATER PLAN
WATER PUN
A& 40R3
® 41 R3
PAVING PLAN & PROFILE - WJ BOAZ ROAD
PAVING PLAN & PROFILE - WJ. BOAZ ROAD
® 10R3
WATER PLAIN & PROFILE - WL-1
42
PAVING PLAN & PROFILE - MEANDERING CREEK LN & HIDDEN TREASURE LN
Q 11 R.
WATER PLAN & PROFILE - WL-1
43
PAVING PLAN & PROFILE - UNDINGS EDGE ROAD
12
WATER PLAN & PROFILE - WL-1
44
PAVING PLAN & PROFILE - MISTY SUMMIT DRIVE
13
14R
WATER PLAN & PROFILE - WL-1
WATER PLAN & PROFILE - WL-2
45
46
PAVING PLAN & PROFILE - L2Y' CREEK ROAD
PAVING PUN & PROFILE - GREY FALLOW STREET & IVORY KNOLL ROAD
1 SIR
WATER PUN & PROFILE - WL-2
47.
PAVING PUN & PROFILE - DRAPER RIDGE DRIVE & OLD EMBER LANE
16.
WATER PUN & PROFILE - WL-2
48.
EXISTING DRAINAGE AREA MAP
17
18
OVERALL SANITARY SEWER PLAN
SANITARY SEWER PUN & PROFILE - LINE A
49
50
PROPOSED DRAINAGE AREA MAP
PROPOSED DRAINAGE AREA MAP
19
SANITARY SEWER PUN & PROFILE - LINE B
51
ULTIMATE DRAINAGE AREA MAP
20.
SANITARY SEWER PUN & PROFILE - LINE C
52.
ULTIMATE DRAINAGE AREA MAP
21.
22.
SANITARY SEWER PUN & PROFILE - LINE C
SANITARY SEWER PLAN & PROFILE - LINE C & LINE D
53
54
STORM CALCULATIONS
STORM CALCULATIONS
23.
SANITARY SEWER PLAN & PROFILE - LINE E
55
STORM CALCULATIONS
24.
SANITARY SEWER PUN & PROFILE - LINE F & LINE G
55
OVERALL STORM LAYOUT
25.
26.
WATER DETAILS
WATER DETAILS
57.
58.
STORM DRAIN PUN & PROFILE - CULVERT 1
STORM DRAIN PUN & PROFILE - SD-1
27.
WATER DETAILS
59
STORM DRAIN PLAN & PROFILE - SD-1
28.
WATER DETAILS
60
STORM DRAIN PLAN & PROFILE - SD-1 & TAT 11
29.
30.
SEWER DETAILS
SEWER DETAILS
61.
62.
STORM DRAIN PUN & PROFILE - SD-2 & SD-3
STORM DRAIN PUN & PROFILE - SD-4 & SD-5
31.
GENERAL UTILITY DETAILS
63.
STORM DRAIN PUN & PROFILE - SD-13
32.
COPW GEN NOTES
64.
STORM DRAIN PLAN & PROFILE - SD-14
33.
GEN CONSTRUCTION NOTES
65.
66.
STORM DRAIN PROFILES - UTS 1A1, 1A2, 1B1, 1132, 101, 1C2, 1D1, 1D2
STORM DRAIN PROFILES - UTS 1E1, 1E2, 1F1, 1F2, 1G1, 3A1, 3A2, 3B1
67.
STORM DRAIN PROFILES - UTS 4A1, SAL, 13A, 13B, 13C, 14A, 14B
68.
SIDEWALK & SIGNAGE PUN
69.
70
SIDEWALK & SIGNAGE PUN
STREET LIGHT & CONDUIT PUN
71.
STREET LIGHT & CONDUIT PUN
72,
PAVING DETAILS
73
74
PAVING DETAILS
PAVING DETAILS
75
PAVING DETAILS
76
PAVING & TRAFFIC CONTROL DETAILS
77.
78
SIDEWALK & BFR DETAILS
SIDEWALK & BFR DETAILS
79
STREET UGHT DETAILS
80
81
STREET LIGHT DETAILS
SIGN POST DETAILS
82
STORM DRAIN DETAILS
83
STORM DRAIN DETAILS
84
85
STORM DRAIN DETAILS
STORM DRAIN DETAILS
86.
STORM DRAIN DETAILS
87
STORM DRAIN DETAILS
88
89
STORM DRAIN DETAILS
ISWM CONSTRUCTION PUN
90
ISWM-T&PW DETAILS
91,
ISWM-T&PW DETAILS
92
93
WJ BOAZ ROAD CONSTRUCTION SEQUENCING
COFW GEN NOTES
94
COFW GEN NOTES
95
GEN CONSTRUCTION NOTES
REVIEWED
lBy Santlip Atlhikari of 5.02pm, Jun 19, 3033
BENCHMARKS
COFW BM#9104
ON W.J. BOAZ ROAD APPROXIMATELY 0 1 MILE
EAST OF SAM CANTU ROAD ON A CULVERT
UNDER WJ BOAZ ROAD FOR A CREEK RUNNING
NORTH TO SOUTH SET IN THE SOUTHEASF
CORNER OF CULVERT HEADWALL LEVEL WITH
ROAD A STAMPED Cltt MONUMENT N9140 SET
FLUSH WITH CONCRETE (NI 14211",
W97'24'27 95487")
ELEV 775.426
COFW SM#9110
ON W.J. BOAZ 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 Cltt MONUMENT #9140 SET FLUSH
WITH CONCRETE. (N32'52'10.84253",
W97'23'48 24177")
ELU 768 556
zoi}^_N_ iMs a Erron wvH
N: ADE' Dw
TEMRowar qv anDRNEwnr rL
DATE[L REVISION BY
SHEETINDEX
Landing at Creekside
]Phase I
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LA
]01] 71 i'4 Phme 996210710
S01s300
DESIGN, FORTDNE I LJA PROJECT 10
/ GNA. KLOPP NT600-0163
v RMSION
THESE C- \\\\ ® DAIS FEBRUAKY 2022
INCLUDE �......�1�. ® SCALE
-EL REVISTD LANDON KING _ 9s
q ( HORZ� N/A
x 0 N gPETER EPURDY bERF. N/A
_ n ro v�CENSE SHEEi
ADD T"poL
Ell- ASP-7 PlElENT
-ST ON Ewnv 4 ADD 2R3
-RlGQES14 1D3J oa/o5/2ox2 OF 95 SHEETS
I
N
i
0 20 40 80
785
780
775
770
765
760
755
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 817-392-8296
FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100
FOR ALL OTHER FACILITIES www fex°e811 C19 or 1-800-545-BOO5
CONTRACTORSYOU ARE TO CALL THE T%DDT INSPECTOR 48 HOURS PRIOR
TO START OF CONSTRUCTION (SEE SPECS FOR CONTACT
NUMBERS)
vEmisloN OF OF
cw°E
ff y
�7 \ i
1AaEE REV15Io
PR T Iry
LANDON KING]
2-6'%3' CULVERT
STA 1+22.39 WL1-
BEGIN BORE
1 GATE VALVE 15'X25' BORE PIT
STA 0
CONNECT TO EXISTING
WATER PROTECT NO
P161-06DI61151460
w FILE NO. X-15899
ACRES
ARM, LTD. STA 1+42.39 WL1
3387533 END BORE
T C.T
EXISTING ROW-
15X25' RECEIVING PIT
S OF BORE
WL-1
NOTES:
LEGEND
1. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO
PROPOSED SANITARY
[10R3 12 13,
EXISTING WATERLINES.
SEWER LINE --
i6
2 THE WATER SYMBOLS ARE GRAPHIC IN NATURE. ALL STATIONS
PROPOSED SANITARY
�11R—e
CAL OUT THE EXACT LOCATION OF WATERLINE FEATURES
SEWER MANHOLE W
15R
3 ALL WATERLINES ARE 8" AMA C-900 DR-14 CLASS 200.
E%ISnNG SANITARY On
SEWER MANHOLE Q
4 WATERLINES TO BE EXTENDED 20' BEYOND GATE VALVES AT END OF
PROPOSED WATER LINE 0-
LINES
EXISTING WATER LINE
4R
5 THIS PROJECT IS LOCATED ENTIRELY WITHIN THE INS IV PRESSURE
PROPOSED GATE VALVE w
L
PLANE
PROPOSED FIRE HYDRANT + W
O
KEY MAP
6 ALL WATER SERVICES SHALL BE 1" TYPE K COPPER
PROPOSED FIRE HYDRANT to
N T S
Y ALL FITTINGS ARE MECHANICAL JOINTS, UNLESS OTHERWISE NOTED
COVERAGE y
WATER SAMPLE LOCATION . W
W
8 TOTAL NUMBER OF WATER SERVICES TO BE INSTALLED = 100.
1 CONNECT TO WATER LINE (UNDER IY
10CONSTRUCTION) U
9 IRRIGATION SERVICES TO BE INSTALLED = 2
WPN 161-060161151460
O.
0
10. DEEP WATERLINE SERVICES ARE TO CROSS UNDER STORM DRAIN.
FILE NO X-15899 Q
CONNECT TO WATER LINE (UNDER
2 CONSTRUCTION)
19
+
DEEP WATERLINE SERVICES ARE IDENTIFIED ON WATER NS PLA
WPN 162-060162152340
FILE NO X-15873 Z
11. SEE SHEETS 26-27 FOR TYPICAL FIRE HYDRANT ASSEMBLY
INSTALLATION AND GATE VALVE LOCATION DETAIL.
p
z
Q
12. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN
ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON
J
W
ENVIRONMENTAL QUALITY (TCEO) RULES AND REGULATIONS FOR
EXISTING W.J. BOAZ ROAD Z
PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE
J
CHAPTER 290 SUBCHAPTER WHEN CONFLICTS ARE NOTEDED WITH
LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENTSHALL BE
BENCHMARKS
=
APPLIED CONSTRUCTION FOR PUBLIC WATER SYYSTEMSSMUST ALWAYS,
F
AT A MINIMUM, MEET TCEC'S "RULES AND REGULATIONS FOR PUBLIC
W
WATER SYSTEMS"
COFVI BMB910a
W.J. ROAD APPROXIMATELY 1 MILE
Q
®
13. CONTRACTOR TO INSTALL METER BOXES FOR METERS 2" (INCHES)
EA SAM
EAST OF SAM CANTEY ROAD ON A CULVERT'
WJSOUTOHZROAD FOR A CREEK
R \
AND SMALLER (CITY TO INSTALL METER)
NUNDER ORTH SET IN THE SOUTHEASTNNING
CORNER OF CULVERT HEADWALL LEVEL WITH
N
14. REFER TO SHEET 28 FOR WATER LOWERING DETAILS
ROAD A STAMPED CITY MONUMENT N9140 SET
FLUSH WITH CONCRETE (N32'52'1114211",
15. ALL VERTICAL AND HORIZONTAL FITTINGS ANDS VALVES SHALL BE
W97-24-2795487")
DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE
ELEY 775.426
THRUST BLOCKING ANCHOR TEES AND ANCHOR COUPLINGS SHOULD
BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS PER CITY OF
COFW BM�9110
FORT WORTH DESIGN CRITERIA 5 6.3
ON W.J. BOAZ ROAD APPROXIMATELY 03 MILE
WEST OF OLD DECATOR ROAD ON A CULVERT
REVIEWED
16. THERE SHALL BE MINIMUM 12" BETWEEN WATER SERVICE LINE
SOUNUDER W.J. TH. SET IBOAZ ROAD FOR A CREEK RUNNING
N THE SOUTHEAST CORNER OF
By Bantlip Adhilrari of 5:01 pm, Jun 19, 202]
CONNECTIONS TO THE MAIN
CULVERT HEADWALL LEVEL WITH ROAD A
NOTE'
IT IS CONTRACTOR'S RESPONSIBILITY TO HNALIZE
AND IMPLEMENT TRAFFIC CONTROL PLAN REFER
STAMPED CITY MONUMENT #9140 SET FLUSH
WITH CONCRETE. (N32'52-10.84253",
W97'234824177')
ELEV 768 56fi
+00
II
SHEET 76 FOR DETAIL
�/3,/303:'�.NO ExiSnxC CULKeTkwalEe B°RE
I I
I II I
I II III I I II
765
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DATE REVISION BY
WATER PLAN &
I
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PROFILE
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Landing at Creelksade
]Phase 1
770
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
765
M Ogiratn� Ya.
LLA
W 7W7th Sheet Phme 996210710
SUIs300
7�
F°N WONT, Texee 7WO7
OESIGN. FORTDNE
FRN-F-1386
LJA PROJECT ID
OMNN' BROOME
NT600-0163
DAIS RE.— 2022
SCA E
HOW 1^ = 11'
755
E PURDY VEFL 1^ = 4'
gPETER
ro /�CENSE
SHEET
A`
10R3
750 I I I I I I I I I I I I I I � I I �I I I �' I �' I I � I I �' I � I �I I I E I I I I I I I I I 750 04/0fi/�0�2 of 95 sxEETs
i
N+WNSI HV OI SHILA t BOA ROAD
xl7 SV TEMPORARY
0 20 40 80
LEAVE OFF LEFT
PSIDE WRB FOR y
TFu RA�f6weNt(N
PAv STA 0+20 as w.J BOAZ ROAD
PAVEMENT HEPDER
& BARRICADE
785
780
775
770
765
760
755
750
PAV STA 1+46 11 WJ BOAZ ROAD (Boo'
RT)
"/ .IN LLYI Slu - PAVTG=JSTA
62+sD I.
PT PAV IT2=
5+95.34 W.J. BOAZ ROAD EXISTING MANHOLE
69 ADJUST RIM +5.2'
LT
T2BARRICADE WITH EPDXY PROTECTION
G
ADJUSTED RIM ELEVATION = 774.7
SEE AS -GUILTS X-16197
p1D \
PT STA 6+54 43
EMOVE }377 SSTAPC RA A+O6 7
\
ASPHALT PAVEMENT
EXISTING MANHOLE
ADJUST RIM 7.2'
WITH EPDXY PROTECTION
ADJUSTED RIM ELEVATION = 774.3
SEE AS-BUILIS X-16197
... ........ . ......... ..
of
10' DEVELOPER J 7
SIDEWALK
PAV STA 2+98 50 W J BOAZ ROAD (32 50' RT)
10' RECESSED CURB INLET TC=774.03
YR ,------- ---POTENTIALLYI
JURISDICTIONAL
PAV STA 5+79 31 WeJ DOAZ ROAD 23 WATERS
nFFC.NSI HULL BAHHICAUE DO NOT DISTURB M15
YSSTfj +9 . WJ BOAZ ROAD (32 50' RT)
(ii 5'E IRB INLET TC=7]453
I REVIEWED
lI.T.— a15:02 pm, Jun 11, 2023 J
BOAZ ROAD
W.J.
0+00 1+00 2+00 3+00 DO 5+00 6+00
CENTERLINE CURVE DATA LEGEND
CVB DELTA RADIUS LENGTH CHORD C-L
TAN LIMESTONE REGION
Cl 5'O1'57" 525.004611' S87'36'46"E 4610'
C2 5'12'02" 525OD' 47.65' S87'41'48"E 47 64' GREY LIMESTONE REGION
C3 5'12'02" 52500' 47.65' NBTOfi'09"E 4]64'
SIDEWALK BY BUILDER (n
_ (50' ROW - 5'. 60' ROW - 6') Q
C4 5'01'57" 52500' 4611' N87'01'06"E 4610' _
SIDEWALK BY DEVELOPER 11
PT PAV STA a+04 A COMMON AREA TO BE PLANTED 11
GRASS PER DETAIL 32 93 13
W
RVIs1ox y VALLEY GUTTER
PAV STA 7+58 fn
715
- - - - EXPANSION JOINT Y
3 NG GAS VALVES 17sEL REWSION W
�NOTES.
M OTH ZRS' O - ON l—U.1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME U
\I BUILDER UNLESS OTHERWISE NOTED
LT
2. ADA RAMPS ARE CONSTRUCTED BY
DELOPER SHALL
BE Q
7 TYPEEVPE P-1 PERPENDICULAR CURB RAMP
v[wnv a roo 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS cD
p i S�4b'QM�D� 4. SIDEWALKS TO BE STAKED IN FIELD AND
p��� PPFIR VED BY LANDSCAPED ARCHITECT PRIOR Z
_ _ TO CONSTRUCTION 0
1 5. EXPANSION JO rvTS SHALL BE CONSTRUCTED AT Z
ALL ROAD PC'S AND PTS AND CURB RETURNS. Q
j 6 IT IS CONTRACTORS RESPON$ B LITY TO
LANDON KING FINALIZE AND IMPLEMENT TRAFFIC CONTROL
/ --- - PUN REFER SHEET 76 FOR DETAIL.
Vczus0 BENCHMARKS
Q
cL.1ce 2a �� 5 is 2a13 COFVI BMB910a
® ON W.J. BOAZ ROAD APPROXIMATELY 0 1 MILE
`Z EAST OF SAM CANTEY ROAD ON A CULVERT
V'�R� UNDER W J BOAZ ROAD FOR A CREEK RUNNING
�a v ' " 4l pe y' NORTH TO SOUTH SET IN THE SOUTHEAST
�y� CORNER OF CULVERT HEADWALL LEVEL WITH
�( O.V06 OS pQZo QryO RGt ROAD A STAMPED CITY
FLUSH WITH MONUMET B9140 SET
CONCRETE (NN14211",
OW97-242795481
ELEV 775.426
COFW SMB9110
PAV STA 7+76 17 WJ, BOAZ ROAD (32 50' RT) ON W.J. BID ROAD APPROXIMATELY 0 3 MILE
10' RECESSED CURB I IFT 11_7T4 65 WEST OF OLD DECATLR 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
STAMPED CITY MONUMENT 89140 SET RUSH
FORT WORTH WATER DEPARTMENT 817-392-829fi WITH CONCRETE. (N32'52-10.84253",
FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 W97'23'48 24177")
FOR ALL OTHER FACILITIES WWW.TEXA5811 ORS OR 1-800-545-6005 ELEV 768556
7+00 8+0)
5/15/202 WUnm ,nI WwxOLE NIMI I E o
s�J A d1�
785 ADD-R1D4DEs
DATE REVISION BY
780 PAVING PLAN & PROFILE
W.J. BOAZ ROAD
775
Landing at Creelkslde
]Phase 1
770
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
765
girtotEE� Ya.
IJA OLA
W 7W71h Sheet PNme —I
SUIs 366
760
FUN WOM, Texee 76107
DESIGR OR DNE
FRN-F-1386
LJA PROJECT 10
OMNN' $HEIMIRE
NT600-0163
DAIS FEBRUORY 2.2
SCALE
HORZ: 1' = 11'
755
-
PEER E PURDY WRf: 1" = 4'
q
ro //CENSE ��
SHEET
Al
40R3
750
o4/oe/1.22
OF 95 SHEETS
i
N
0 20 40 80
"yS+tE�1 s
LANDON KING "
14
I
I
795
I
I
790 �-
I
785
780
775
I
770
I —
I
755 1
760
PAV STA 14+4].1] WJ NBOAZLROADH(8 00' RT)
ENU -1 Ur SIUE
GUKB TC=784.56
CV# DELTA RADIUS CHORD C-L
REVIEWED
TA PEAT STA+33,7934
(LENGTH
C5 O'39'35" 100000' 1151' N89-51'53"E 1151'
lBy S-drp Adhikari of 5:02 pm, Jun 19, 2023
P
PAV STA 13+48 69 WJ BOAZ ROAD (8.00' RT)
BEGIN .11 —1 .1 GUR. TC-784 07
11
8 1 ®
r A]8 TEMPORARY
ASPHALT TRANSITION
.1 CH EX
TP 785.037
I
PAV TA WJ
S15+83 ]1 BOAZ ROAD (8 00' RT)
/ v e_GIN LEFT 51DE OF CURB TC-785 24
MATCH EX
TP ]848fi�
REMOVE 234 SY
ASPHALT PAVEMENT
O P
-5 BY
TEMPORARY
ASPHALT TRANSITION MAC7-.J3X0
TIAy Eyy.
00 ,P- TP/B42N%:v'M,Y,'. ;, ,...... .r F
N k....,..�e.,.�.�.A�.—.. »r��x....��-�J�rtti?.:�, �- a• -erg,.., - -. � A
v
r J �II1L L
_ \ T— ---r T MATCH EN T—
i TP 784.9$ \
\ TPT]84 ]3 III \\ \\\
PAV STA 13+18.69 W.J. BOAZ ROAD (8.00- RT) 1 1 I \ \\r PAVF�FSTA 16+31.61 W J. WAZ ROAD
/ END LEFT SIDE OF CURB TC=78391 EMENT ''f\ \ lo CONS IRUCI FLIT
PAY STA 9+5000 W J. BOAZ ROAD (32 50' PUT 1 1O E�CTRIC SERJICE COMPANY II \\ \ SIDEWALKDEVELOPER PAVEMENT DEEAIDER
10' RECESSED CURB INLET TC=]]5.68 TEXAS VOL. 42( CT 24] 1 \ BARRICADE
PAN' STA 11+50 00 W J BOAZ ROAD (32 50' RT) LECTR �S�pMPAN'
II I \
E
IC LINE
10' RECESSED CURB INLET TC=779 95 10 ELECTRIC SERVE E221 11 II \\ \
8+50 9+00
j
lye
J
�k
TEAS VOL. 4242. P \ NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
1 I \ \ 48 HOURS PRIOR TO EXCAVATING IN THIS AREA
I 1 \ \ FORT WORTH WATER DEPARTMENT .17-392-8296
1 I \ \ FORT WORTH 1RANSPORTgTIQt [PSlBLIC_WO8--_--_�1]�3g2-8i00
v FOR ALL OTHER FACILITIES WWW.TEXA5811.ORG OR 1-8D0345_6nns
W.J. BOAZ ROAD
110012- 00 13- 00 14100 15- 00 16- 00 17- 00
�c ®�J goH
c/® DErIrEl�
c , IG S�iT OIIT—
/,_-
f
LEGEND
® TAN LIMESTONE REGION
GREY LIMESTONE REGION
SIDEWALK BY BUILDER (n
(50' ROW - 5'. 60' ROW - 6') _
SIDEWALK BY DEVELOPER d
COMMON AREA TO BE PLANTED 11
GRASS PER DETAIL 32 93 13
W
y VALLEY GUTTER
Tn
- - - - EXPANSION JOINT Y
W
NOTES. W
1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME U
BUILDER UNLESS OTHERWISE NOTED
2 ADA RAMPS ARE TO BE CONSTRUCTED BY
DEVELOPER AND SHALL BE Q
TYPE P-1 PERPENDICULAR CURB RAMP
3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS. CD
4. SIDEWALKS TO BE STAKED IN FIELD AND Z
APPROVED BY LA
N
DSCAPED ARCHITECT PRIOR
TO CONSTRUCTION 0
5 EXPANSION JOINTS SHALL BE CONSTRUCTED AT Z
ALL ROAD PC'S AND PT'S AND CURB RETURNS, Q
6 T IS CONTRACTOR'S RESPONSIBILITY TO
FINALIZE AND IMPLEMENT TRAFFIC CONTROL
PLAN REFER SHEET 76 FOR DETAIL.
BENCHMARKS
COFW BM#9104
ON W.J. BOAZ ROAD APPROXIMATELY 0 1 MILE
EAST OF SAM CANTU ROAD ON A CULVERT
UNDER WJ BOAZ ROAD FOR A CREEK RUNNING
NORTH TO SOUTH SET IN THE SOUTHEAST
CORNER OF CULVERT HEADWALL LEVEL WITH
ROAD A STAMPED CITY MONUMENT N9140 SET
FLUSH WITH CONCRETE (N32'52'1114211",
W9]'24'2] 9548]")
ELEV ]]5.426
C." BMI9110
ON W.J. BOAZ ROAD APPROXIMATELY 0 3 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 RUSH
WITH CONCRETE. (N32'52-10.84253',
W97.23SS 241 ]]' )
EL. ]68 56fi
- - -
-
s/Dv/zozo cow
TPA " A
MY&
Po Aoo Anita 0
.
795
GATE REVISION BY
790 PAVING PLAN & PROFILE
,_
_
W.J. BOAZ ROAD
------------
-----
--
785 Landing at Creelksade
]Phase 1
780
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
775 LA
301] ]11'4 Phme dfi96210]10
&11I
FON WOM, Texee Tfi107 ERN -F-138fi
770 DESIGN, FORTUNE LJA PROJECT ID
CRAINSHEIMIRE NT600-0163
DAIS fEBRWRY 2022
SCALE
765 �� HIRE 1' = 10'
gPETER E PURDY bEHT: 1" = 4'
ro /rCENSE �� SHEET
41R3
760 oa/o5/zoz2 OF 95 SHEETS