HomeMy WebLinkAboutContract 58231-CO4PROJECT NAME:
CONTRACT:
J CFA #
CITY PROJECT #
IFID #
FILE #
INSPECTOR:
PROJECT MANAGER:
ORIGINAL CONTRACT
EXTRAS TO DATE
CREDITS TO DATE
CONTRACT TO DATE
(AMOUNT OF PROP. CHANGE ORDER
REVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
CSC No. 58231-004
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
Landing at Creekside Phase 1
CHANGE
Water, Sewer, Drainage, Paving and Street Light Improvements
ORDER No:
21-0104 1 CITY PARTICIPATION: YES
103525
4
30114-0200431-103525-EO7685
W-2805
Jesse Davis Phone No:
817-863-3705
Sandip Adhikari Phone No:
817-392-8424
CONTRACT UNIT
I
ERSE E
VING
I
LI
NTRA
I CODAYSCT
�ost evetoper
1, I PeREET
Developer Cost City Cost City Cost
Developer Cost City Cost
DeveloperDCostNAGCity
Cost
cost City Cost
$1,103,740.37 $206,676.13 $544,429.50
$1,437,826.50
$1,765,936.00
220
$30,745.20 $1,989.80 $24,175.00
$16,235.00
0
$16,235.00
0
$1,118,250.57 $208,665.93 $568,604.50 $0.00
$1,454,061.50 $0.00
$1,765,936.00
$0.00
220
$18,342.00
0
$1,118,250.57 $208,665.93 $568,604.50 $0.00
$1,472,403.50 $0.00
$1,765,936.00
$0.00
220
$1,326,916.50 $568,604.50
$1,472,403.50
$1,765,936.00
$0.00
Dev. Cost: $4,925,194.57
City Cost:
$208,665.93
$5,133,860.50
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:
I CITY BID ITEM I
I
I
I
I DE ER I
PAY ITEM #
QUANTITY
UNIT
ITEM DESCRIPTION
UNIT PRICE
CITY COST
COST
TOTAL
UNIT IV: PAVING IMPROVEMENTS
13
3441.4003 -2
EA
Furnish/Install Alum Sign Ground Mount City Std. - Speed Limit
$ 850.00
$
$ (1,700.00)
$ (1,700.00)1
22*
3441.4003 4
EA
Furnish/Install Alum Sign Ground Mount City Std. - W 13-1 P
$ 850.00
$
$ 3,400.00
$ 3,400.001
23*
3441.4004 2
EA
Furnish/Install Alum Sign Ex. Pole Mount - W1-41-
$ 500.00
$
$ 1,000.00
$ 1,000.001
24*
3441.4004 2
EA
Furnish/Install Alum Sign Ex. Pole Mount - W1-4R
$ 500.00
$
$ 1,000.00
$ 1,000.001
25*
9999.0018 546
LF
4" Solid White Strip Per City Detail D642
$ 3.00
$
$ 1,638.00
$ 1,638.001
26*
9999.0019 1590
LF
4" Solid Double Yellow Striped with RPM's Per City Detail D642
$ 6.00
$
$ 9,540.00
$ 9,540.001
27*
9999.0020 433
SY
8" Solid White Crosshatching Per City Detail D642
$ 8.00
$
$ 3,464.00
$ 3,464.001
Total Unit IV - Paving Improvements
$
$18.342.00
$ 18,342.00
Asterisk (*) indicates a new pay item number.
REASONS FOR CHANGE ORDER UPDATED SIGNAGE/STRIPING ON W.1 BOAZ ROAD.
THIS CHANGE ORDER DOES NOT IMPACT CITY COST PARTICIPATION
RECOMMENDED:
APPROVED: APPROVED:
LJA ENGINEERING, INC
Lennar Homes of Texas Land Conatser Construction
and Construction TX, LP
Landon Kin _
424043
i ((l��p/ `�W—
By. Landon Kmg(Ma CST)
/q�
By i....f ��r�a-9, 5*24 oo�si) By: crock Hua —(M.r8,�oi 4e CST)
Name: Landon King
Name: Jennifer Eller Name: Brock Hugains
Title: Sr. Proiect Manaaer
Title: Authorized Aqent Title: President
APPROVAL RECOMMENDED:
APPROVED: APPROVED AS TO FORM AND LEGALITY:
CFW - Water Department, DSWS
CFW - Assistant City Manager CFW - Assistant City Attorney
5" Y GiG} �. L
By: ✓
b as
BV: o.R. a"rgHa" sc Fcna..�.—,2oza.—DI
By. R.&
Name: Subv Varuqhese
Name: Dana Burqhdoff Name: Richard A. McCracken
Title: Engineering Manager
Title: Assistant Citv Manaaer Title: Sr. Assistant City Attorney
RECOMMENDED:
ATTEST:
CC *Contract Compliance Manager
By:
Name: Sandip Adhikari
Title: Sr. Professional Engineer
M&C Number: 22-0694
M&C Date Approved: Auqust 23, 2022
Revised: 10-12-2011
A ��QORT"Op
By:
Name: Jannette S. Goodall
Title: City Secretary
* 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
17 There are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Page 2
UNIT I - WATER & SEWER IMPROVEMENTS
UNIT II - DRAINAGE & PAVING IMPROVEMENTS
SHEET NO.
DESCRIPTION
SHEET NO.
DESCRIPTION
®®®®®m 1R6
COVER SHEET
34
GRADING PLAN 1
®®®®®m 2R6
SHEET INDEX
35
GRADING PLAN 2
3-4.
5.
DRAFT HORIZONTAL CONTROL PLAN
KEY MAP
36
37.
GRADING PLAN 3
GRADING PLAN 4
6
OVERALL WATER PLAN
38
GRADING PLAN 5
7
WATER PLAN
39
GRADING DETAILS
8
9.
WATER PLAN
WATER PLAN
®®® HORS
®® 41R6
PAVING PLAN & PROFILE - WJ. BOAZ ROAD
PAVING PLAN & PROFILE - WJ. BOAZ ROAD
® 1OR3.
WATER PLAN & PROFILE - WL-1
42,
PAVING PLAN & PROFILE - MEANDERING CREEK LN & HIDDEN TREASURE LN
Q 11R.
WATER PLAN & PROFILE - WL-1
43
PAVING PLAN & PROFILE - LANDINGS EDGE ROAD
12
WATER PLAN & PROFILE - WL-1
44
PAVING PLAN & PROFILE - MISTY SUMMIT DRIVE
13
Q 14R.
WATER PLAN & PROFILE - WL-1
WATER PLAN & PROFILE - WL-2
45
46
PAVING PLAN & PROFILE - LAZY CREEK ROAD
PAVING PLAN & PROFILE - GREY FALLOW STREET & IVORY KNOLL ROAD
m 15R.
WATER PLAN & PROFILE - WL-2
47,
PAVING PLAN & PROFILE - DRAPER RIDGE DRIVE & OLD EMBER LANE
16
WATER PLAN & PROFILE - WL-2
48
EXISTING DRAINAGE AREA MAP
17
18
OVERALL SANITARY SEWER PLAN
SANITARY SEWER PLAN & PROFILE - LINE A
49
50
PROPOSED DRAINAGE AREA MAP
PROPOSED DRAINAGE AREA MAP
19.
SANITARY SEWER PLAN & PROFILE - LINE B
51
ULTIMATE DRAINAGE AREA MAP
20.
SANITARY SEWER PLAN & PROFILE - LINE C
52
ULTIMATE DRAINAGE AREA MAP
21.
22.
SANITARY SEWER PLAN & PROFILE - LINE C
SANITARY SEWER PLAN & PROFILE - LINE C & FINE D
53
54
STORM CALCULATIONS
STORM CALCULATIONS
23.
SANITARY SEWER PLAN & PROFILE - LINE E
55
STORM CALCULATIONS
24.
SANITARY SEWER PLAN & PROFILE - LINE F & LINE G
56.
OVERALL STORM LAYOUT
25.
26.
WATER DETAILS
WATER DETAILS
57
58
STORM DRAIN PLAN & PROFILE - CULVERT 1
STORM DRAIN PLAN & PROFILE - SD-1
27.
WATER DETAILS
59
STORM DRAIN PLAN & PROFILE - SD-1
28.
29.
WATER DETAILS
SEWER DETAILS
60.
61.
STORM DRAIN PLAN & PROFILE - SD-1 & LAT 11
STORM DRAIN PLAN & PROFILE - SD-2 & SD-3
30.
SEWER DETAILS
62.
STORM DRAIN PLAN & PROFILE - SD-4 & SD-5
31.
GENERAL UTILITY DETAILS
63.
STORM DRAIN PLAN & PROFILE - SD-13
32.
33.
CORN GEN NOTES
GEN CONSTRUCTION NOTES
64.
65.
STORM DRAIN PLAN & PROFILE - SD-14
STORM DRAIN PROFILES - LATS 1A1, 1A2, 181, 1132, 1C1, 1C2, 101, 1D2
66.
STORM DRAIN PROFILES - LATS 1E1, 1E2, 1F1, 1F2, 1G1, 3A1, 3A2, 381
67.
® RISER
STORM DRAIN PROFILES - LATS 4A1, 5A1, 13A, 13B, 13C, 14A, 14B
SIDEWALK & SIGNAGE PLAN
69.
SDEWALK & SIGNAGE PLAN
®® 70R5
®m 71R5
STREET LIGHT & CONDUIT PLAN
STREET LIGHT & CONDUIT PLAN
72
PAVING DETAILS
73
PAVING DETAILS
74
75
PAVING DETAILS
PAVING DETAILS
76
PAVING & TRAFFIC CONTROL DETAILS
77
SIDEWALK & BFR DETAILS
78
79
SIDEWALK & BFR DETAILS
STREET LIGHT DETAILS
80.
STREET LIGHT DETAILS
81
SIGN POST DETAILS
82
83
STORM DRAIN DETAILS
STORM DRAIN DETAILS
84
STORM DRAIN DETAILS
85.
STORM DRAIN DETAILS
86
87
STORM DRAIN DETAILS
STORM DRAIN DETAILS
88
STORM DRAIN DETAILS
89
90.
ISWM CONSTRUCTION PLAN
ISWM-T&PW DETAILS
91
ISWM-T&PW DETAILS
92
WJ BOAZ ROAD CONSTRUCTION SEQUENCING
93
94
CO FW GEN NOTES
COFW GEN NOTES
95.
GEN CONSTRUCTION NOTES
REVIEWED
lBy Santlip Atlh 6aT9:JJpm, Jan 21,-41
TI
REUNION -
LANDON KING
Ewan h ADO �( J09C •••••
BENCHMARKS
Cor BMb9104
NORTH TO SOUTH. SET IN THE SOUTHEAST
CORNER OF CULVERT HEADWALL LEVEL WITH
ROAD A STAMPED Cltt MONUMENT #9140 SET
FLUSH WITH CONCRETE (N32.52'11 14211
W97.24'27 95487")
ELEV 775 426
ON BOAZ
ON W.J. BOLD ROAD APPROXIMATELY ON 0.3 MILE
WEST OF OLD OAZ ROAD
ROAD ON E CULVERT
UNDER WJ BOAZ ROAD FORA CREEK RUNNING
SOUTH SET IN THE SOUTHEAST CORNER OF
CULVERT HEADWALL LEVEL WITH ROAD A
STAMPED CMONUMENT 940 SET FLUSH
WITH CONCRETE (N32'52'10.84253',
W97'23'48 24177")
ELEV 768 566
w/zeA- [ Va
s/is/zofs &A-D Ixs a 11 wax
s/.si/zozSuoW A J cow
7777
s/rzs/v ,�AxEH o azrzx �o11wNS
i/io/za 51 s[ sms[ncxrs NNR uar c
DATE REVISION BY
tU+Vn ®caw.¢ soxscE/smiaixc ox . - ADAD ..
SHEET INDEX
Landing at CTeekside
]Phase I
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LJA IMI-Mna b-
AU7W71h S-
Sl.300
/A
Ph- 4696210710
Fax WONh,Texas 7610
DESIGN EORIUNE
DRAWN KLOPP
FIN -F-1386
WA PROJECT 10
NT600-0163
DALE FEBRUAKY 2022
SCALE
HORZ N/A
wi
PETER
N/A
PERT N/A
ro�S�E
cE`5
SHFE7
oa/05/2
2R6
OF 95 6HEER
i
SYNS+555WJBOAZROADASP LUNSIHULI—PILAUt
TEMPORARY
SPHALTIAXFITGR�
0 20 40 80
LEAVE OFF LEFT
SIDE CURB FOR
ddf�I(IUN i
PAV STA 3+95.34 W.J. BOAZ ROAD EXISTING MANHOLE
OFFSET -22 69' LT ADJUST RIM +5.2'
UNSIHULI "I""HUL WON EPDXY PROTECTION
ADJUSTED RIM ELEVATION = 774.7
PAV STA 1+46 11 WJ BOAZ ROAD (Boo'
RT) SEE AS-BUILTS X-16197
..IN LEFT SIUt Htl TC=774.69 0101 IT PA' STA 6+SC 43 \
A EMOVE -11 SY
6
C P\ STA�2 PAV ST Z.B. 0 AS,
PAVEMENT TA +OG
LF 4 EXISTING MANHOLE
SOLID
DOUBLE ADJUST RIM 7.2'
WITH EPDXY PROTECTION
YELLOW STRIPED/l/\
�QO uLT ADJUSTED RIM ELEVATION = 7]4.3
wwwvvv WITH RPM'S PER 6 SEE AS-BUILTS X-16197
CNY DEfaL D64/ n�
FEMA 100-YR7-
10' DEVELOPER J 7
SIDEWALK
TPTAv�S�T[A y0+52�0 as W.J BOAZ ROAD
l:UN1I RLCl S1 FT
PAV STA 2+98 50 WJ BOAZ ROAD (32 50' RT)
PAVEMENT HEADER ±227 SY J8'SOUD& BARRICADE WHRE
CROSS10RECESSED CURB INLET TC=77403
PER Cltt DET
- ±266 LF 4� SOLID
WHRE STRIPE PER
PAV STA 0+94.50 W J BOAZ ROAD (32.50' RT) CITY DETAIL D642
10' RECESSED CURB INLET TC=774 01 e
785 I
I
I
780
I
775
I
770
I
I
765
I
760
I
I
755
I
I
I
I
750
0+00
P
)-YR ,------- POTEMIALLYI
PAV STA 5+7931 WSJ DOAZ ROAD z3 JURISDICTIONAL
VNSIH I2tlAH IT WATERS
O - UL HILAL, 00 NOT DISTURB M15
BOA
(3250
I' fi5EC Z 55E� CURB JII �7]453
W.J. BOAZ ROAD
1+00 2+00 3-00 4+00 5+00 6+01
CENTERLINE CURVE DATA LEGEND
CVN DELTA RADIUS LENGTH CHORD C-L
TAN LIMESTONE REGION
REVIEWED Cl 5'01'57" 525.00' 4611' S87'36'46"E 4610'
By Santlip A—B—i—:44pm, Dec 11, 1013 EM GREY LIMESTONE REGION
C2 5'12'02" 52500 4].65' SR7'41'48"E 4764'
C3 5'12'12" 52500' 47.65' NBTO6'09"E 4764' — — SIDE SIDWALK ROW BY BUILDERon
ROW - 6') Q
C4 5-01'S7" 525 00' 46. 11' N87'01'06"E 46 10' _
SIDEWALK BY DEVELOPER d
PT PAV STA R+04 A COMMON AREA TO BE PLANTED IM1
GRASS PER DETAIL 32 93 13
W
PAV A 7+ R 6 LC
u y VALLEY OF GUTTER
- - - - EXPANSION JOINT Y
�IS NG GAS VALVES 1AI1FL RCMSIory W
NOTES.
\\EOTH ZRS)T r s Q vRm[cnory az 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME U
Do AMID EXI— —E BUILDER UNLESS OTHERWISE NOTED
2 ADA RAMPS ARE TO BE CONSTRUCTED BY
7 + DEVELOPER AND SHALL BE Q
)=JMTYPE P-1 PERPENDICULAR CURB RAMP
s ^Y A ADO 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS Z
A lAwslx�k. t+1tV.+ „� f^tS.�rr Q _ 4. SIDEWALKS TO BE STAKED IN FIELD AND
TI u APPROVED BY LANDSCAPED ARCHITECT PRIOR
v Oo� D TO CONSTRUCTION 0
,I mTo SNc R v[ 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT Z
ALL ROAD PC
AND PITS AND CURB RETURNS, Q
L E ElG GE/STRPING ON 6 IT IS CONTRACTOR'S RESPONSIBILITY TO
1. wJ B�AZ ROAD FINALIZE AND IMPLEMENT TRAFFIC CONTROL
PLAN REFER SHEET 76 FOR DETAIL.
1
" \ 0 - F ws � ♦y BENCHMARKS
\ Q �q IANDW COFW BM�91O4
A ON W.J. BOAZ ROAD APPROXIMATELY 01 MILE
EAST OF SAM CANTU ROAD ON A CULVERT
UNDER WJ SOAZ ROAD FOR A CREEK RUNNING
31F' 14 g� 4l pe y' NORTH TO SOUTH SET IN THE SOUTHEAST
S4'DA�9A �a'GS pG CORNER OF CULVERT HEADWALL LEVEL WITH
OF Ory06 OS QeS� Q,UO�Ot 11 2— ROAD A STAMPED Cltt MONUMENT #9140 SET
R .c0 Q.E QP FLUSH WITH CONCRETE (N32'52'1114211",
G O �S�Q,O CG O W97-24'2795487")
ELEV 775. a26
COFW BMI110
PAV STA J+76 17 WJ. BOAZ ROAD (32 50' RT) ON W.J. EK- ROAD APPROXIMATELY 0 3 MILE
10' RECESSED CURB I Irr m_774 65 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
FORT WORTH WATER DEPARTMENT 817-392-829fi STAMPED CITY MONUMENT #'9140 SET RUSH
FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 W CONCRETE. (N32'52'10.8a253",
W97'23'48 241 ]7' )
FOR ALL OTHER FACULTIES wwW.TExA5811 ORG OR 1-800-545-6005 ELEV 768 566
7+00 8+0)
5/1s/zoxs 9..wwsrm plsrlxc MwxoLS Rlus a [wxv wH1
s/.1155 r�A00 FxF— c0u2RT n wATFR EN,
785 TE Po� lmm-' o �L:,AY �
v sUFw e N / MEIN Gry w Rou RG p w�
DATE REVISION BY
780 PAVING PLAN & PROFILE
W.J. BOAZ ROAD
775 Landing at Creekside
]Phase 1
770
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
765 LA
301] 711'4 Ph— 996210710
SUIs300
FON WOM, Texee 78107 FRN-F-1386
760 DESIGN FORTDNE LJA PROJECT ID
OMWN' SHEIMIRE NT600-0163
DAIS FEBRWRY 2.2
SCALE
755 �----- - -- HORZ: 1' = 11'
PETER E PURDY VERF 1" = 4'
SHEET
40R6
750 fo1/o5/zox2 OF 95 SHEETS
wJ OOAz =oSlG!—/STRIRlG 01
+y
gWJDON KING
2 �
11 202J
795
790
785
780
775
770
765
760
A ( REVIEWED
7 RD
By Slip AWhlkari of 4:44 pm, Dec 12, 2044
PAV STA 14+47.17 WJ NBOAZ LROAD H(8 00' RT) CENTERLINE CURVE DATA
ENO LIEF OF S1Ut GURn TC=784.56 CV# DELTA RADIUS (LENGTH CHORD C—L
PT PAV STA 13+7934 C5 O'39'35" 100000' 11.51' N89'51'53'E 1151'
PAV STA 13+48 69 WJ BOAZ ROAD (E.0' RT) ®
BEGIN LEFI SIDE OF GOKb TC-7840J
MATCH EX
178
ASPHALT
SY TEMPORARY
TRANSITION
PAV STA 15+83 71 WJ BOAZ ROAD (8 00' RT)
TO 785.03
MATCH EX
TP 78486
EEGIN LEFT 51DE
OF CURB TO-785 24
21590 LF 4" SOLID REMOVE 234 SY
DOUBLE YELLOW STRIPED ® ASPHALT PAVEMEM
Q
WITH RPM'S PER CITY .p
DETAIL D642
ASPHALT TRANSSTON
H E.r
TP
781
... .. •r ..t
2'
QA:rY.r:� •r`•.
:.Y:. g, 14a. C
N ;i:1.'•4:l'�.....�:w>3r."
?
a
:A. .:.r... >}���3�.. r's.k.. .w w.. ewa '.'. ^<'6'' .;}•..y:.•. Sn?..
•a.'::P !(. '7TX ri:,. :.1�. ...� 4 l.. i. �41' 3.M: •ii' ':�•
/7 .»I�. v':Y"s'. <. 1Y;"!.. r.R;?_ry..•Z.q: .q .'7': :.• ,. ty. :J .:.(^
a�iS:�Yx`az�•,<:a:�, '".
•:v:Y':-a.. ?5-s1aiXi
•.Z ...i:.K•Y.•..
'^1iS '<• �':E':•�i !°1 . 21:P P eq,a
GMT
- -`
J__ ...... ...................�...._
-/
LEGEND
® TAN LIMESTONE REGION
GREY LIMESTONE REGION
SIDEWALK BY BUILDER on
(50' ROW - 5'. 60' ROW - 6') _
SIDEWALK BY DEVELOPER 0-
0 IMON 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 PERPENDIWIAR CURB RAMP
3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS CD
4, SIDEWALKS TO BE STAKED IN FIELD AND Z
PR ROVED BY LANDSCAPED ARCHITECT PRIOR
TO CONSTRUCTION Z
5. ExPANAD J'S AN SHALL BE CONSTRUCTED AT Z
T ALL ROAD RACT AND PITS AND CURB RETURNS, Q
6 FI IS CONTRACTOR'S RESPONSIBILITY TO
NT
FINALIZE AND IMPLEMENT TRAFFIC CONTROL
PUN REFER SHEET 76 FOR DETAIL.
TP
\ TPT784 ]384. �111 \\\\\\
PAV STA 13+18.69 W.J. BOAZ ROAD (8.00' RIB 1 1 1 \ \\r- -±280 LF 4" SOLID t206 SY 8" SOLID PAV STA 16+31.61 W J. BOAZ ROAD
/ trvV LtFI S1Ut OF LUHtl TC=J8391 WHITE STRIPE PER WHITE CROSSHATCHING FF"JR/YI I&T
1 CO ''11 ((l1 SSf
PAV STA 9+5G00 W J. BOAZ ROAD (32.50' RT) 10 E�CTRIC SI, E COMPANY 11 \\ \ CITY DETAIL D642 PER CITY DETAIL D642 PAVEMENT HEADER
10' RECESSED CURB INLET TC=775.68 TEXAS VOL.O P6R7 CT 247 I \ &BARRICADE
\ -10' DEVELOPER
EASEMENT \ SOEWALK
PAG STA 10 RECESSED 00 WIJ B AZ TOADJ9(3925T.CT
50' RT) TEYAS ELEC RIIC S1E PG E22�MPANY 111 III \\\ \\
VOL. 4242. \ NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
O P.R1 1 \ \
1 I \ \ 48 HOURS PRIOR TO EXCAVATING IN THIS AREA'.
I I \ \ FORT WORTH WATER DEPARTMENT 817-392-8296
I \ \ FORT WORTH TRANSPORT!>LIQ1J[PSlBLIC_WOBKS____-TSLJ� -8i00
1 ____________ ____ __
FOR ALL OTHER FACILITIES _TEXAS., HORD OR 1-8D0345_Anns
W.J. BOAZ ROAD
8+50 9+00 10-00 11--00 12- 00 13-
G ® T 01 `
Ip
J
Iv 29).
7-7
0
K=SI .S1
14100
15-00
n ♦r T
- - I - _ - -- -
J�J j
00
BENCHMARKS
COFW BM#'9104
ON W.J. BOAZ ROAD APPROXIMATELY 0 1 MILE
EAST OF SAM CANTU ROAD ON A CULVERT
UNDER WJ EGA Z 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",
097'24'27 95487")
ELEV 775. t26
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.,
W97'23'48 24177' )
ELEV 768 556
1z/1 Vz� ,SXuvDA xsF/rnevlx�SoxMwM eou AROw& wax
795
790
DATE REVISION BY
PAVING PLAN & PROFILE
-
W.J. BOAZ ROAD
785
Landing at Creeksxde
]Phase 1
780
CITY OF FORT WORTH
—
TARRANT COUNTY, TEXAS
775
—
E—�\ Mo. LA
301] JI I'4 Phme dfi96210]10
770
FON WOM, Texee ]fi10] FIN -F-138fi
11110
DESIGN FORTDNE LJA PROJECT ID
DRAWN ....... NT600-0163
DAIS FEBRUARY 2022
SCALE
HORZ: 1•
7�
PETER E PURDY MRf: 1" = 4'
�0 ` SHEET
fo4/oe/2o22
AL` 41R6
760
OF 95 SHEETS
LEGEND
QA TYPE P-1 RAMP, REFERENCE DETAIL
SHEET ]]
TYPE R-1 RAMP, REFERENCE DETAIL
SHEET ]]
PROPOSED SIDEWALK BY DEVELOPER
L _ I PROPOSED SIDEWALK BY BUILDER
y PROPOSED STREET NAME BLADE SIGN
NOTES
1 ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE
NOTED.
2 INSTALL 40 STREET NAME BLADES FOR THIS
PROJECT (4 PER POLE) STREET NAME BLADES TO
BE PROVIDED AND INSTALLED BY CONTRACTOR
Iry fSv:W -9IP- 'nwRrW I
'AZROAD 2 1
MISTY SUMMITDRIVE 2
2 DRAPER RIDGE DRIVE 2
L MVORVRNOUTROADF
r MISTYSUMMIT DRIVE 2
LANE 2
MISTY SUMMN DRIVE L 5 E I'E'C! EKRDAD
SIGN TYPE SIGN TEXT QWNiITY
RL1 $TOP
XV.LP Zi,r
WL•R � 2
25
W13-1P W1-4R
U G
Q = DEVELOPER TO J
F CONSTRUCT 3,187
SF OF 10' SIDEWALK
25 Q
W13-1P W1-4R
25 Q 25
W13-1P W1-4L W13-11 W1
STOP I '
I
II I
R1-1 I
-4L STREET NAME
1 PER
DETILS D633
II I
j
3 I
I
II
I
II
—I 4 I 1
DRAPER-MGE DRIVE I
I I
STOP - —
I
2 STREET NAME to
BLADES PER F
DETAIL D633 � DE
DE
�I N
II�
I`
IVORY MOLL R)ADI
I I
I
STOP -
27 28
STREET NAME
3 I
BLADES PER
DETAIL D633
DEVELOPERTO - ...............
CONSTRUCT OF OF 5' SIDEWALK
� I STOP
1X STREET ME — \
1 BLADES PER
DETAIL 0633 STREET NAME
BLADES PER
DETAL D633
_ \ \
OLD EMBER LANE
\
)� I 1
II III �
Y � 1+1l ,I III 111II III III9
II 1D 15 II ICI
I III ,D
I`II III III
I II III III
111 B ,Z III JI 1
fll 12
� iil III
` 7 16
!II il�lU III IMII
�I II I� III 11
,3 4
5 2D III III
II 1y I�'
4 21 11 DEVELOPER TO
— CONSTRUCT 376
SF OF 5SIDEWALK
t 22 �I
I I
MATCH LINE SHEET 69
I \
\ \ DEVELOPER TO
I
CONSTRUCT 1DEWA
\ SF OF 10' SIDEWALK
w�
zw
J =
2 V)
!)
H
�BREVIEWED-of 4:dp, Mc 1JJOJJy D.-Rr
BENCHMARKS
COFW BM#9104
ON W.J. BOAZ ROAD APPROXIMATELY 0 1 MILE
EAST OF SAM CANTU ROAD ON A CULVERT
UNDER WJ BOA Z ROAD FOR A CREEK RUNNING
NORTH TO SOUTH SET IN THE SOUTHEAST
CORNER OF CULVERT HEADWALL LEVEL WITH
ROAD A STAMPED Cltt MONUMENT N9140 SET
FLUSH WITH CONCRETE (N32-52'1114211",
W97.24'2795487")
ELEV 775.426
COFW BM#9110
ON W.J. BOAZ ROAD APPROXIMATELY 03 MILE
WEST OF OLD OECATUR 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 RUSH
WITH CONCRETE. (N32'52'10.84253",
W97'23'48 241 ZZ' )
ELEV 768 566
,znvf� rp\uvDATF DATE REVISION
xN
ON BY
SIDEWALK & SIGNAGE
PLAN
Landing at Creekside
]Phase T
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LIA Ogh—ba W. LA
301TWT1h SRXRX P,- 996210710
S01s300
.1-1,TPDX TB107 FRN-F-1386
DESIGN, FORTUNE LJA PROJECT 10
DRAWN RUDER NT600-0163
DAIS TEBRUARY 2022
SCALE
HORZ1' = 11'
PETER E PURDY WRf: N/A
�0 ` SHEET
A`` 68R6
LWNI/20x2 OF 95 SHEETS