HomeMy WebLinkAboutContract 59115-CO1IPROJECT NAME:
I CONTRACT:
ICFA #
ICITY PROJECT #
ICITY SECRETARY CONTRACT #
IFID#
ISEWER PROJECT #
IFILE #
INSPECTOR:
PROJECT MANAGER:
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
SENDERA RANCH BOULEVARD
(UNIT 1) WATER, (UNIT III) STORMWATER, (UNIT IV) PAVEMENT, & (UNIT V) STREET LIGHTS
22-0182 I CITY PARTICIPATION:( YES
103700
59115
FID # 30114-0200431-103700-EO7685
N/A
K-2984
Adam Payan Phone No:
Sandip Adhikari Phone No: 817-392-8424
CONTRACT UNIT
WATER SEWER PAVING
Cost
i Cit,
IORIGINAL CONTRACT
$630,543.35
I $2,37,
I EXTRAS TO DATE
$0.00
I $1
ICREDITS TO DATE
$0.00
I $1
I CONTRACT TO DATE
$630,543.35
I $2,37,
(AMOUNT OF PROP. CHANGE ORDER
$67,190.00
I $1
IREVISED CONTRACT AMOUNT
$697,733.35
I $2,37,
TOTAL REVISED CONTRACT AMOUNT PER
UNIT
$3,071,905.00
REVISED COST SHARE
Dev. Cost:
TOTAL REVISED CONTRACT
CSC No. 59115-COI
CHANGE
ORDER No:
1
DRAINAGE I STREET LIGHTS I CONTRACT
In.-i.. - 1 1 DAYS
Cost
Developer Cost City Cost
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00
$3,105,270.85
Developer Cost City Cost
$1,404,473.50 $0.00
$0.00 $0.00
$0.00 $0.00
$1,404,473.50 $0.00
$0.00 $0.00
$1,404,473.50 $0.00
$1,404,473.50
City Cost:
Cost City Cost
$698,585.00 $0.00
$0.00 $0.00
$0.00 $0.00
$698,585.00 $0.00
$0.00 $0.00
$698,585.00 $0.00
$698,585.00
$2,374,171.65
Cost City Cost
$304,479.00 $0.00
$0.00 $0.00
$0.00 $0.00
$304,479.00 $0.00
$0.00 $0.00
$304,479.00
$304,479.00
240
0
240
0
240
,171.65
.00
.00
,171.65
00
,171.65
$5,479,442.50
REVIEWED
By Sandip Adhikari at 2:04 pm, Jul 28, 2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 1
You are directed to make the following changes in the contract documents:
PAY ITEM #
10
12*
13*
Asterisk (*) indicates New Pay Item
UNIT II: WATER IMPROVEMENTS - DEVELOPER
CITY BID ITEM
CFW Unit
#
QUANTITY
UNIT
ITEM DESCRIPTION
Price
UNIT PRICE
9999.0003
(4.00)
EA
16" Nonpressure Sleeve Plugs
$0.00
$3500.00
9999.0027
4.00
EA
20" Nonpressure Sleeve Plugs
$0.00
$4000.00
9999.0028
318
LF
20" Steel Sleeves IT = 318)
$0.00
$205.00
UNIT II: WATER IMPROVEMENTS
- DEVELOPER
REVIEWED
By Sandip Adhikari at 2:04 pm, Jul 28, 2023
Developer
Cost
City Cost
TOTAL
($14,000.00)
$0.00
($14,000.00)
$16,000.00
$0.00
$16,000.00
$65,190.00
$0.00
$65,190.00
67190.00
$0.00
$67,190.00
Revised: 12-17-2018 Page 2
REASONS FOR CHANGE ORDER UNIT /I: This revision is to adhere to the City of Fort Worth Detail #D106 to include the correct steel encasement sleeve size. Sleeves B & C upsized from 16" Steel
Sleeves to 20" Steel Sleeves. 16" Nonpressure Sleeve Plugs upsized to 20" Nonpressure Sleeve Plugs.
THERE IS NO IMPACT TO CITY COST PARTICIPATION ON THIS CHANGE ORDER
RECOMMENDED:
LJA Engineering, Inc
bA&,' G 8effart,
By: Daniel Betten(Ju128,202314:33 CDT)
Name: Daniel Betten, PE
Title: Project Manager
Email: dbetten(a)Ija.com
APPROVAL RECOMMENDED:
CFW - Water Department
Yufo 7irt-rz w.-
By: Victor Tornero(Ju131, 202310:55 CDT)
Name: Taylor Gunderman
Title: Engineering Manager
RECOMMENDED:
CFW — *Contract Compliance Manager
BY: San�AtlM1ik i�E��,2 03��
Name: Sandip Adhikari
Title: Sr. Professional Engineer
M&C Number: 23-0122
M&C Date Approved: 2/14/2023
Revised: 12-17-2018
APPROVED:
GBTM Sendera, LLC
By: Bobby5u128,2023201—)
Name: Bobby Samuel
Title: Director of Land Development
Email: bsamuel(o)greenbrickpartners.com
APPROVED:
CFW - Assistant City Manager
Dana Burando-FF
By: Dana Burghdoff (Aug 1, 03 :14CDTJ
Name: Dana Burghdoff
Title: Assistant City Manager
APPROVED:
Conatser Construction
Broom ftlins
By: Brock Hugglns(Ju 31, 07:27 CDT)
Name: Brock Huggins
Title: President
Email: brock(a).conatserconstruction.com
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
ids,_,
By: -1—dA NcC,--k Ju131,202311,1O CDT)
Name: Richard McCracken
Title: Senior Assistant City Attorney
1...... 0kOdd
ATTEST
0 �9i0'
* Contract Compliance Manager (Project Manager):
°daaIln6�gaa
By signing I acknowledge that I am the person responsible
man A
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
Jannette S. Goodall
City Secretary
❑There are NO City Funds associated with this Contract
OThere are City Funds associated with this Contract
REVIEWED 1
l By Sandip Adhikari at 2:04 pm, Jul 28, 2023 J
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Page 3
X-27356 ry
THE I CITY OF FORT R11L WORTH,
�r W W O RJl , TEXAS I B REVIEWED at ta:u am, Jw+z zozs J Y
PLANS IIEWATER,
��pOA � II�E��I � THEPAVING,
7 CONSTRUCTION
O II T IIE�U C 7CI III O N OF LL
W Y 1 9l JIL E JIL M , TIL 0' UIL C1�1 9 DRAINAGE, & CURRENT CONSTRUCTION STANDARDS FOR
DEVELOPMENTS OCTOBER 04, 2019,
STREET
�- E E T LIGHT
I G�� T IMPROVEMENTS
� � P� � T E� ? E T T� SHALL GOVERN ON THIS PROJECT.�II 1 Il��j' �I �II(I� lll��� ���lufffll��� f III III ll�l�ll f����� V ll�fllE 1 By REVSandlIEWEDp 1
TIER }'� 7ESE
AdhlkaH at 3:19 pm,Dtt iS, zOz1
MADERO - SENDERA RANCH BOULEVARD
FoRTWORTH
MATTIE PARKER
MAYOR
DAVID COOKE
CITY MANAGER
MICHAEL OWEN, P.E.
CITY ENGINEER, TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT
♦�'~PS-� f �s�
eJAMIE SHELTON'
'R685��
IPRC RECORD NO. IPRC22-0093
CITY PROJECT NO. 103700
FID NO. 30114-0200431-103700-EO7685
FILE NO: K-2984
UNIT I - WATER & SEWER IMPROVEMENTS 45
46.
47.
1 COVER SHEET 48
2. DRAFT HORIZONTAL CONTROL PLAN 49
12.248 ACRES 3 KEYFMAPORIZONTAL CONTROL PLAN 50.
EASTERN HALF OF DIVIDED NEIGHBORHOOD ARTERIAL 5, DEMOLIMON PLAN 51
2.
IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 5
CITY OF FORT WORTH, DEN TON COUNTY, TEXAS ®® 7 OVERALL WATER PLAN sa.
55.
® 1 AT R PL N P OFILE = 0_IN SI 1 56.
57.
I 12. WATER PLAN & PROFILE - 30-IN NSIV WLi 5g
13. WATER PLAN & PROFILE - 12-IN NS4 WL2 & 12-IN 60.
YI " Y Y Y Y Ra�gt wq� Y C `( Y Y 'SLEEVE
Y 61
t4. WATER PLAN & PROFILE - SLEEVE A. B & C 62
63
PROJECT 16. WATER DETAILS 64
17. WATER DETAILS 65.
N LOCATION 18. WA ER DETAILS 6
WATER DETAILS .
20. CATHODIC PROTECTION 6667
IfUl■■ I 21. CATHODIC PROTECTION 69
22. CATHODIC PROTECTION 70
23. CATHODIC PROTECTION DETAILS 71
24. CATHODIC PROTECTION DETAILS 72
25. CATHODIC PROTECTION DETAILS 73
RANCHO CANYON .3 26. IS WM CONSTRUCTION PLAN J4
27. ISWM CONSTRUCTION PLAN 75
28. IS- CONSTRUCTION DETAILS 76
29 CITY OF FORT WORTH GENERAL NOTES 77
30. GENERAL CONSTRUCTION NOTES 78
.-.. 79.
80
81.
82
UNIT II - DRAINAGE & PAVING IMPROVEMENTS 83
/ SHEET NO DESCRIPTION 84.
SeNO / 31. EXISTING CONDITIONS DRAINAGE AREA MAP 85
d<�j,ORTA,CN o f� G 32 INTERIM CONDITIONS OVERALL DRAINAGE AREA MAP 86
33. INTERIM CONDITIONS DRAINAGE AREA MAP 88
34 INTERIM CONDITIONS DRAINAGE AREA MAP
35 INTERIM CONDITIONS DRAINAGE AREA MAP 89.
36 ULTIMATE CONDITIONS OVERALL DRAINAGE AREA MAP 90
LOCATION MAP 37 ULTIMATE CONDITIONS DRAINAGE AREA MAP 91
38. ULTIMATE CONDITIONS DRAINAGE AREA MAP 92
1"=2000 39 ULTIMATE CONDITIONS 93
40 HYDRAULIC CALCULATDNS 94.
M APSCO N0. SB 41. HYDRAULIC CALCULATIONS 95
42 STORM DRAIN PLAN & PROFILE - SDI & LAT 1A 96.
COUNCIL DISTRICT 7 43 STORM DRAIN PLAN & PROFILE - SD2 97.
44 STORM DRAIN PLAN & PROFILE - SD2
OCTOBER 2022
OWNED/DEVELOPED BY:
GBTM SENDERA, LLC
PREPARED BY:
WA Engineering, Inc.
A(A
2805 North Dallas Parkway, Suite 400
3017 West 7th Street
Phone 469.621.0710
Plano, Texas 75093
SUITE 300
Bobby Samuel
Fort Worth, Texas 76107
FRN - F-1386
Phone: (469) 573-6755
STORM DRAIN PLAN & PROFILE - SD2 & LAT 2A
STORM DRAIN PLAN & PROFILE - SD5 SWALE
STORM DRAIN PLAN & PROFILE - BOB & SD3
STORM DRAIN PLAN & PROFILE - SD4
STORM DRAIN PLAN & PROFILE - SD4, LAT 4A & 46
STORM DRAIN PLAN & PROFILE - CULVERT A
STORM PLAN & PROFILE - PRIVATE SWALES 1 & 2 to
STORM PLAN & PROFILE - PRIVATE SWALE 2
STORM PLAN & PROFILE - PRIVATE SWALE 2 0
STORM PLAN & PROFILE - PUBLIC SWALE 3 j
STORM PLAN & PROFILE - PUBLIC SWALE 4
STORM DRAIN PROFILES - LATS 2B, 2C, 2D, 2E, 2F & 2G Ho
STORM DRAIN PROFILES -LAT
S 2H, 2J, 2K, 2L, 3A & 4C
STORM DRAIN PROFILES - LAT 4D, 4E, 4F, 4G & 5A
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD
PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD G
PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD
PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD
PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD
SIDEWALK PLAN
SIDEWALK PLAN
SIDEWALK PLAN
SIDEWALK DETAILS
PAVEMENT MARKINGS & SIGNAGE PLAN
PAVEMENT MARKINGS & SIGNAGE PLAN
PAVEMENT MARKINGS & SIGNAGE PLAN
PAVEMENT MARKINGS & SIGNAGE DETAILS
STREET LIGHTING PLAN
STREET LIGHTING PLAN
STREET LIGHTING PLAN
STREET LIGHT DETAILS
STREET LIGHT DETAILS
STREET LIGHT DETAILS
PAVING DETAILS
PAVING DETAILS
PAVING DETAILS $
PAVING DETAILS m
PAVING DETAILS
STORM DETAILS
STORM DETAILS o
STORM DETAILS F•
STORM DETAILS F
STORM DETAILS z
STORM DETAILS $
IS WM DRAINAGE PLAN
SWM DRAINAGE PLAN K
I SWM DRAINAGE DETAILS
CITY OF FORT WORTH GENERAL NOTES
GENERAL CONSTRUCTON NOTES 2
3
Kawn Kondurur P.E.
Kiran Konduru, P.E. (Nov 11, 2022 02:50 CST)
11/11/2022
DIRECTORS DESIGNEE FOR CONSTRUCTION DATE:
PLAN APPROVAL
RESOLUTION NO.O1-10-2020
�215.4CST)
11/10/2022
REVIEWED
DATE:
PROJECT MANAGER
REMOVE POLY PIG #5- 1�
24" DIP NS4 WATER MAIN
TO -BE -CONSTRUCTED W/
RANCHO CANYON
30-IN WATER MAIN
CPN 1040]8 X-2]329
IXISTING 24" DIP
NS4 WATER MAIN
CPN ""5 X-19]22 1
EX 24 IF
HE, WATER MAIN
SVO SMJ -
-r
30' DIP AS
WATER MAIN
` TO -BE -CONSTRUCTED W/
RANCHO CANYON z
30-IN WATER MAIN to 0
CPN.104078 X-27329 Z
MADERO PHASE 2
CXN 103616
-2]23] / EXISTING 24" DIP
NS4 WATER MAIN ��AA
CPN 00635 X-19722
30" DIP NS4 WATER MAIN
TO -BE -CONSTRUCTED W/
RANCHO CANYON 30-IN
WATER MAN
CPN 104078 X-27329
I
_u_L_�
\ l
w 175 ,]y
DO
N /5 See
Ld
Z
J
1-4" IRRIGATION
_ SPACED EVERY 11
H'7SIDEWALK HYP)
INSERT POLY PIG #4 FUTURE WATERLINES
INSERT POLY PIG k5 ' '
1-4" IRRIGATION SLEEVE FUTURE SPACED EVERY 100 FT ALONG
SIDEWALK (TOP) ICI MADEROO —.—
\\ GB
RPERDC3T• LLC_ I A�
\ BIN E0-132253
\ 2 - 4" IRRIGATION INSERT POLY PIG #2 2 - 4° IRRIGATION
\ \ SBEVES SLEEVES
�11 ` �L J L 72 N 4 W�� i>
I I IGw
T r —
WATER \
SAMPLING
OCATION \
REMOVE \
POLY PIG #4
ISERT POLY PIC ffl , in r.n lin l�
EXISTING WATER LINES,
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION ,
/T\-1 2 - 4" IRRIGATION,-
FUTURE WATERLINES l
II
1 REMOVEP LY PIG1FUTU RE J- -
MADERO Y�
1.
'ivy' V CONTRACT p RIFY_ r 11
mJ1%w_v r—woa�
GBS G�ME
2 4" IRR GATION
kE�EV]E/S ICl/fi
w
' I NG!!! LOCATIONAD ELECTRICACTOR TON PRIOR TOCTION
IBANDONED GAS LINE
I I
1-4' IRRIGATION SLEEVE
— sPaSPACEDO EVERT FT ALOING1— _�
REVIEWED N
SIDEIDEDo WALK (lYP),
By Santllp AtlM1lkarl at 10:45 pm, Jul 13, 2025
-' -
Li O
f'1711JB1I
N O
1
N �z z
0 50 100 BOO O
1]3 1]4 17
Z
L=
_�
mp
J LEGEND
PROPOSED SANITARY SEWER LINE
= PROPOSED SANITARY SEWER MANHOLE — -
--�
�WATER�
EXISTING SANITARY SEWER LINE
SAMPLING
Q EXISTING SANITARY SEWER MANHOLE �
PROPOSED WATER LINE Q
LOCATION
PRO POSED GATE VALVE NJ
PROPOSED FIRE HYDRANT
•
EXISTING WATER LINE 0
\�y`1,(y—\
EXISTING GATE VALVE �� m
EXISTING FIRE HYDRANT =
PROPOSED PAVEMENT CJ
TAN UMESTONE ® Q
D4f.
CITYPRO—NO 103700
FID 30114-0200431-103J00-EOJ685
7"'
N-2984
APSCO NO. 05-8 �
LLI
Un
FUTURE KnoWWr,,rddow.-
- 4` IRRIGATION > MADERO fI /Y� C:111Dernrevntldi
EEVES 4 I� i� / / IJ /� �N � I BENCHMARKS O q CD
rn/� n AIM/ ry Ali
/ SO ARE CUT
NO 1 p
_ SO ARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q
GRIM SENDERA, LLC T T I� ON SOUTH SIDE NT RLI EA ROAD t 45' WEST OF C
/ CCR P0R.D132253 �IgSERT POL PIG �3 I T /\ T CTMGT ALPHA RANCH. LLC 'MAINSTAY WAY CENTERLINE. ELEV ]52.6
\y rx\ R P.R.O C.T II //- CC�2020-85300
PROPOSED 20' SLEEVE C // OP.R.D CT 3ENCHMARK NO 2.
FOR FUTURE WATER LINE �1�
/ I /I/ \ \ \ 3QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
\� 2 - 4" IRRIGATION S I IRRIGATION 2 - 4° IRRIGATIONLAI ] 2 -4° IRRIGATION REMOVE POLY PIG #1RTH OF THE PCCR OF SERRANO RIDGE AT
SLEEVES SLEEVES SLEEVES M1 SI EMS AI COPPER RIDGE ROAD ELEV ]65.5C
r 12" NS4 WL3
/ 180 18t 1 2\ 1 AEI # 2a"�..EP I \ + t96 I t 9
I ^ 2 - 4" IRRIG
WATER SU
SAMPLING - - - - -
LOCATION
\ I
FTT SLEEVE
�O�
k=-
m II /IIYI I\I '/_1 onsR�CToj n I� � �I FUTURE
FUTURE WATERLINES J I MAD ERO
NOTES' CRITERIA 15 FUTURE FIRE HYDRANT LOCATIONS HAVE BEEN L
E C GAS— GAS—
- - -
WATER —FTL- - --------
C' SAMPLy0 LOCATION
V slo 1 " I
REMOVE POLY PIG 3 / / 1-4" IRRIGATION SLEEVE
--GBTM SENDERA, LLC SPACED EVERY 100 FT ALONG
CCN2020-132253 SIDEWALK (TYP)
G • R.PRDCT
A ROXIMATE LOCATION
EXISTING OVERHEPD ELECTRIC
LINES, CONTRACTOR TO
VERIFY LOCATION PRIOR TO FUTURE WATERLINES
8 REFERENCE NCTCOG HORIZONTAL THRUST CONSTRUCTION NOTES THE C
SHOWN FOR REFERENCE ONLY, LOCATION H
ONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
ION
1 ALL CLEANING WYETO BE REMOVED WHEN BLOCKING DETAILS (SHEET 1]) FOR PIPES SUBJECTED TO CHANGE WITH FUTURE RESIDENTIAL48 OURS PRIOR TO EXCAVATING IN THIS AREA
CONNECTING TO EXI STING WATER LINES. GREATER THAN 24 IN DIAMETERAND REFERENCE PHASE DESIGN. FORT WORTH WATER DEPARTMENT 1-81]-392-8296
BLOCKING
2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE. COFW VERTICAL THRUST BLOCKING DETAIL FOR 16 RADIUS OF CURVATURE/JOINT DEFLECTION - ATMOS GAS 1-e)]-593-0822
ALL STATIONS CALL OUT THE EXACT LOCATION ALL PIPE SIZES (SHEETS 18). MINIMUM RADIUS OF CURVE AND MAXIMUM ATMOS GAS 1-800-545-6005
OF WATER LINE FEATURES 9 RING CONNECTION ASSEMBLY TO INCLUDE TEE, DEFLECTION ANGLE OF PIPE JOINTS WILL BE FUTURE FULL SECTION PROPOSED HALF SECTION TXU ELECTRIC DELIVERY 1-800-]11-9112
3 ALL WATERLINES ARE 30"-ANSI/AWWANOTED GATE VALVES, BENDS AND ALL LEAD PIPES RESTRICTED TO N50%,A E MANUFACTURER'S
CROJECT1 SO CA DIP UNLESS NOTED NECESSARY RECOMMENDATION, AFTER WHICH THE USE OF 110' RICH--OF-WAY CHARTER COMMUNICATIONS 1-81)-509-62]2
4. PROJECT IS LOCATED IN NS IV PRESSURE 10. REFERENCE APPROVED CITYERO OF FORT WORTH HORIZONTAL OR VERTICAL BENDS WILL LO FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-et)-392-1234
PLANE. WATER STUDY FOR MADERO WUDES FIRE
REQUIRED NO BENDING OF PIPE IS ALLOWED. rc� FOR OTHER FACILITIES WWW TEXAS8110RG OR 1-BDO-545-6005
5 ALL FITTINGS SHALL BE MECHANICAL JOINTS 11 FIRE HYDRANT ASSEMBLY INCLUDES FIRE 61' PAVE ENT B-B -
UNLESS OTHERWISE REQUIRED HYDRANT TEE, 6' GATE VALVES, II Number of Water 6amoline Table
6 EXISTING GATE VALVES UNDER PROPOSED STANDARD FIRE HYDRANT, AND ALL LEAD PIPES 1[' 11' - 11' 11• 6"
PAVEMENT WILL BE ADJUSTED TO MATCH NECESSARY. 1'y 5_ vwc vw rnu llur% LAnc wnc ('"^ORB wranonmwae.s.mam. Numberol5amges
PROPOSED GRADE AS REQUIRED 12. RING CONNECTION ASSEMBLY TO INCLUDE TEE, I--
] ALL HORIZONTAL AND VERTICAL JOINTS & GATE VALVES, BENDS AND ALL LEAD PIPES ]1 ]Oro LF of PIPe s EA
FITTINGS MUST BE RESTRAINED AND WITH NECESSARY 13 iF T„
ADDITIONAL CONCRETE BLOCKING AND GATE 13 CONTRACTOR TO SUBMIT CLEANING/TESTING 5' SIDEWALK- H ii _ r� 31 Dead End Main D EA
VALVE MUST BE RESTRAINED PER DESIGN TYPICAL iI- I, 5' 1' 3) a..doNTnervAlnito."TS.20m EA
PLANS PER SECTION /_ L 4
14 CONTRACTOR TO SUBMIT CONNECTION PLANS •' -" 11' _ 2O' __ L ) F1re One 0 EA
PER SECTION p,/ STANDARD -- FIRE
HYDRANT
r S Hvdant 1 EA
a CURB INLET �.-.) NORM ONE
EA
TYPICAL 4'
R14 MAX 9' Subtotal ]D
WASTEWATER MAIN 20 - - WATER MAIN
WATER PLAN PROFILE (SOUTH & WEST) STORM (NORTH & EAST)
KEY MAP DRAIN Total Sample Tertetl (2Consewtive Pauuwl= 20 EA
Nn TYPICAL UTILITY LOCATION
NOT TO SCALE Tmal EstlmMed Cost farWMer Sam,(Illna 1530/Each( $ fi00.�
(Minimum 4wxersamole Testingl
OCATE a x�5 a REVISION a� wwTm urv[s 6Y
OVERALL WATER PLAN
MIAd EEO
SEND ERA RANCH
BOULEVARD
CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
ENGINEERING DIVISION
OXU NO Central Expressway PhO 469621071D
S,ite400
Dallas, Ta 75206 FRN-F-16d6
DESIGN. BORES LJA PROJECT NO
DRAWN' BORES M600-0112
DAIS OCT 2022
SCALE
v�
I N1 � bEg1 N/A
JAMIE SHELTON
9 C/lea SEQ 2� SHFET NO
R7
oe Da.xox� OF 9I SHEETS
STA 50+55 07 30-IN NI WL1
1NSIA1fi' RING
CONNECTION ASSEMBLY STA 51 +50.00 30-IN NS4 WL1= GBTM SENOER0.
(PER COFW �01fi0) CCQ2020-132253
L
4 'PAV STA 162+38.28 (20.0' RT) R.PRD.CT
SENCERA RANCH BOULEVARD
PAV STA 161 +43n15N(30.00WRT) 1 - 30" BUTTERFLY
SENDERA RANCH BOULEVARD vALVE & vAULT
INSTALL iAMBTOR = 834.30 FUTURE
1-16" GATE vaLVE & VAULT LANMADERO
L �INGLONNECi1pN-ASSEMBL - SENDEII�RRANCH BOULEVARD I I°
Sa
—IN NS4 WL1
In
+
Q
11
7
STA 54+22.98 30-IN NS4 WL1
""ALL
1 - 8' BLOW OFF
VALVE W/ 6' MANHOLE
itt- CAUTONII
f REVIEWED By Sandlp Adhlkdof f0:1]
apm, Ju113, ]01]
l J
(COFW DETAIL #D105)
EXISTING GAS PIPELINES,
N
STA 54+22.98 30-IN NS4 WL1= COMRACTOR TO VERIFY
PAV STA 165+11 26 35 0' RT RI4 LOCATION & CONTACT GAS
( ) PROVIDER PRIOR TO
SENDERA RANCH BOULEVARD CONSTRUCTION
INSTALL' WATER PLAN & PROFILE
CENTER OF BLOW OFF KEY MAP
MANHOLE LOCATION NTS
TOR = 833.75 LONESOME
LANE I
PROPOSED 20- EE I
SLEEVE FOR NTORE
WATER LINE w �T 5q �O p(1 _ N
allfUll� VNUI&111 S W'I /
SEE SH ET R14 TO FOREIGN LINE TEST STAT10)1
SLEEV B PLAN & / (20" SLEEVE B)
PROFILE
27" RCP _ 27" RCP
- ICE 1I9
O
0+
-F
�
Q
z-------�
O
0 20 4C 80 O
LEGEND O
PROPOSED SANITARY SEWER LINE Z
PROPOSED SANITARY SEWER MANHOLE • D]
E%ISTING SANITARY SEWER LINE 0
EXISTING SANITARY SEWER MANHOLE 0•
PROPOSED WATER LINE
PROPOSED GATE VALVE �� O
PROPOSED FIREHYDRANT + K
I-7
_—_____________________
___________________________________________________________
-'Y9SVO SVD Stl0
(� Spa
Stl0 Stl0
Stl0 SVJ SVD Stl0 Stl0
Stl0 SYJ SYJ Stl0 SVO -
p_
_______________________________________
-----------------------
- - T
- _____________
r- - - -- - - --- -
NOTES
-
CRITERIA _
8. REFERENCE NCTCOG HORIZONTAL THRUST -
--1aJ= T
-----7 �J_TAM.1"
FUTURE -
-1. ALL CLEANING WYES TO BE REMOVED WHEN
TO EXISTING WATER LINES
BLOCKINGDETAILS (SHEET 17) FOR PIPESMADEROCONNECTING
GREATER THAN 24 IN DIAMETER AND REFERENCE
�I�
R
ITA
PAvTA6t 6t+5301RT)
2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE
ALL STATIONS CALL OUT THE EXACT LOCATION
OF WATER LINE FEATURES.
COFW VERTICAL THRUST BLOCKING DETAIL FOR
ALL PIPE SIZES (SHEETS 18)
9. RING CONNECTION ASSEMBLY TO INCLUDE TEE,
SENDERA RANCH BOULEVARD
3. ALL WATERLINES ARE 30"-ANSI/AWWA
GATE VALVES, BENDS AND ALL LEAD PIPES
_ NNn NSTALLL
1-16° GATE VALVE & VAULT
C150/A21.50 30- DIP UNLESS NOTED.
4. PROJECT IS LOCATED IN NS IV PRESSURE
NECESSARY.
10 REFERENCE APPROVED CITY OF FORT WORTH
w o W/ RING CONNECTION ASSEMBLY
PLANE
WATER STUDY FOR MADERO WSS-2020-1217
WS MINERAL HOLDINGS, LLC
5. ALL FITTINGS SHALL BE MECHANICAL JOINTS
UNLESS OTHERWISE REQUIRED.
11 FIRE HYDRANT ASSEMBLY INCLUDES FIRE
HYDRANT TEE, 6' GATE VALVES,
DOC. NO 2007-143782
0,P RUCT.
6 EXISTING GATE VALVES UNDER PROPOSED
PAVEMENT WILL BE ADJUSTED TO MATCH
STANDARD FIRE HYDRANT, AND ALL LEAD PIPES
NECESSARY
CAUTIJNII
PROPOSED GRADE AS REQUIRED
7. ALL HORIZONTAL AND VERTICAL JOINTS &
12 RING CONNECTION ASSEMBLY TO INCLUDE TEE,
GATE VALVES, BENDS AND ALL LEAD PIPES
EXISTING GAS PIPELINES,
CONTRACTOR TO VERITY
FITTINGS MUST BE RESTRAINED AND WITH
ADDITIONAL CONCRETE BLOCKING AND GATE
NECESSARY
13. CONTRACTOR TO SUBMIT CLEANING/TESTING
LOCATION & CONTACT TO CAS
PROVIDER PRIOR
CONSTRUCTION
VALVE MUST BE RESTRAINED PER DESIGN
PLANS PER SECTION
14 CONTRACTOR TO SUBMIT CONNECTION PLANS
PER SECTION
30—IN
NS4 WL1
1
. J-E
-- HiM
IM
Lu
---
Ywl
MWriEIIIIIIIIEEM
, IIIIIIIYNIIIIIIIYNIIIIIIIYNIIIIIIIYN�" —'L71Y MN
IIIIIIIYIIIIIIIIIIYNI�IIIIIYNIIIRI••••� r �� 71Y !�
E11IYMM" - - • 6.a 1ate-
IYNIIIIIIIYNIIIIY
IYIGIIIEMEWHIYIY
a 11 MII�I0IYMIIIimmmI�I�IIAII
8E=_BHI99EH�F.3i991
LONESOME
LANE
/ Iw EXISTING WATER LINE
G E%I STING GATE VALVE hJ
J EXISTING FIRE HYDRANT �.
/ PROPOSED PAVEMENT O
-- —7 - TAN LIMESTONE cc
S S_0 _ J_ �- GAS GAS GAS
J_ J_---- 1Jc__ saJ svD stl0 Q
* �___� _______
/ � T CITY PROJECT NO. 103700 21
FID 30114-0200431-103700-EO7685
ABANDONED RI-2984 LJ
GAS LINE APSCO N0. OS-B �
00 30-IN NI WL1 WS MINERAL HOLDINGS.
N� DOG NO 2007-1437- Z
)UNDBED TEST STATION O.P.R D C T
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA Nnbwwba['s IJCIOW.
FORT WORTH WATER DEPARTMENT 1-1 7-1 LL.7-392-8296 O
3ENCHMARKS Call before you piq.
AT OR GAS 1-87J-593-0822 W
ATMOS GAS 1-800-545-6005 3ENCHMARK NO 1
TXU ELECTRIC DEDVERY 1-800-711-9112 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q
CHARTER COMMUNICATIONS 1-817-509-6272 DN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 MI1 — WAY CENTERLINE. ELEV 752O
FOR OTHER FACILITIES WWW.TEXAS811 ORG OR 1-800-545-6005 3ENCHMARK NO 2.
30DARE CUT WITH 'x IN CENTER AT BACK OF CURB
FORTH OF THE PCCR OF SERRANO RIDGE AT
TOPPER RIDGE ROAD ELEV 765SC
57+00 58 00 59+00
w
835 WATER PLAN &
PROFILE
I
F I� •
r�••I� YY _ _ _____SENDERARANCH
IG911��I� h �I I • �'
CITY
OF OR WO
RTH, TEXAS
WATER DEPARTMENT
—" EENGINEERING DIVISION
—
IT
�IWI,I�IWI�-
i�wlll�lll�wl _ J,.
rlwsll�Mwwll�rMwllw�rlwwl��i ,
!�!�?�ILJ�J!!IL�JlI�JCJAdEF3®AGr
IIIIW7NIIIIIIIYIGIIIIIIIIYN�Li1111YY1171Rr
MIIlI�III�YI M�I�YI�RYII�II�I�RYIAIYI�lf - � � r
11-11BEHISEES_=-==
1}
ioA IN T15d WL1 Dl
1 - 4" COMBINATION
AlR RELEASE VALVE
W/ 4' MANHOLE
R14 EX 25' GAS ACCESS ESMT
TOR = 838 52
SOUTHWESTERN GAS
WATER PLAN & PROFILE PIPELINE. INC.
GUM SENDERA, LLC
KEY MAP VOL 1147 PG. 40] p R.W C.T.
MS TO BE REMOVED WITH THIS PIAN SET
CC#2020-132253
R P R D.CT
0 st +2o no 1. wl
CAIHUUIC Y D
LINEUTEST STATION 1
LNurvrc KfNSIH IN Nsn wl t
SERVICES LLS
(6" ENLINK GAS LINE)
FL GA 830E POTHOLE
—//FOREIGN
1]0 n 171 1I2
F
173
Ell /
W
Z
J
_Sb0_ BID
WS MINERAL HOLDINGS, LLC
DOC. NO 2007-143782
O P.RDCT.
845
840
ft35
n �
830
e W
g J
825 V
zx
°s 820
�S
m� 815
t
E£
e; 810
STA 62+99 98 30-IN NS4 WU
P.STA 173+88.26 (35.5' RT)
SENDERA RANCH BOULEVARD
STAINLESS STEEL VENT
LOCATION 5' BEHIND CURB
(COFW 0139)
TOR = 839.00
ANODE ONGUNDBEDUTEST STATION
I
SENDERA RANCH BOULEVARD
NS ALL.
1 - 30" BUTTERFLY TOMBSTONE
VPLVE & VAULT TRAIL
I TOR 838.06�
6 17I
I —
30-IN NS4 WL11— J
n I SENDERA BENCH BOULEVARD CL
________I H
I
T
— StlD SbO t AST—
— GAS GAS
— GAS- SVB Sb0 Stl0 Stl0
SVO Sv0 SVO Sb0 Stl0
_
- Sb0 S%O --
Sb0
Stl0 SbO SVC Sb0
GAS GAS — GAS GAS — 5tlO
-
-
----------------
-
—Q-- ------
-
NOTES.
CRITERIA.
— -- r
� a —
8. REFERENCE NCTCOG HORIZONTAL THRUST
7
,� U
1. ALL CLEANING WYES TO BE REMOVED WHEN
CONNECTING TO EXISTING WATER LINES
BLOCKING DETAILS (SHEET 17) FOR PIPES
GREATER THAN 24 IN DIAMETER AND REFERENCE
TOMBSTONE
r^
2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE.
COFW VERTICAL THRUST BLOCKING DETAILFOR
TRAIL
-
ALL STATIONS CALL OUT THE EXACT LOCATION
ALL PIPE SIZES (SHEETS 18).
b ru6 Ww�
OF WATER LINE FEATURES
9 RING CONNECTION ASSEMBLY TO INCLUDE TEE,
N i m
3 ALL WATERLINES ARE 30'-ANSI/AWWA
C150/A21.50 30" DIP UNLESS NOTED.
GATE VALVES, BENDS AND ALL LEAD PIPES
NECESSARY
CAUTION!!
,�
4 PROJECT 15 LOCATED IN NS IV PRESSURE
PIANE.
10 REFERENCE APPROVED CITY OF FORT WORTH
WATER STUDY FOR MADERO WSS-2020-1217.
EXISTING GAS PIPELINES,
5 ALL FITTINGS SHALL BE MECHANICAL JOINTS
11 FIRE HYDRANT ASSEMBLY INCLUDES FIRE
CONTRACTOR TO VERIFY
UNLESS OTHERWISE REQUIRED
HYDRANT TEE, 6' GATE VALVES,
LOCATION & CONTACT GAS
PROVIDER PRIOR TO
6. EXISTING GATE VALVES UNDER PROPOSED
PAVEMENT WILL BE ADJUSTED TO MATCH
STANDARD FIRE HYDRANT, AND ALL LEAD PIPES
NECESSARY
CONSTRUCTION
PROPOSED GRADE AS REQUIRED.
12, RING CONNECTION ASSEMBLY TO INCLUDE TEE,
7 ALL HORIZONTAL AND VERTICAL JOINTS &
GATE VALVES, BENDS AND ALL LEAD PIPES
FITTINGS MUST BE RESTRAINED AND WITH
ADDITIONAL CONCRETE BLOCKING AND GATE
NECESSARY
13 CONTRACTOR TO SUBMIT CLEANING/TESTING
VALVE MUST BE RESTRAINED PER DESIGN
PLANS PER SECTION
30—IN NI`4
CONTRACTOR TO SUBMIT CONNECTION PLANS
PER SECTION
61 00
62+00
63+00 64- OC
65100 66 00
31" )IP
dJ7 �1
T ?
� IEF uI CTSMYa
J PROPOSED 20'
SLEEVE FOR FUTURE
WATER LINE
SEE SHEET R14 FOR
/ SLEEVE C PLAN &
PROFILE
L I _1_ L
/ TA
TEST 00130-IN NS4 WIII 0
/ ON
FOREIGNGLINE TEST STATION
(20 SLEEVE C)
0)
180 - F
69 V)
��w
I
--------- _-----------
_ SbJ ___ SM ___ Stl0 SVp SVO Stl0 ��
_________________________ Q
- Sb0 StlD SVO SVO Sb0 Sb0 Sb0
I _T I
GUM SENDERA, LLC
CCt2o2c n13T253
NOTETHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 1-817-392-8296
AT OS GAS 1-800-545-6005
TXU ELECTRIC DELIVERY 1-800-711-9112
CH TER COMMUNICATIONS 1-817-509-6272
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
FOR OTHER FACILRIES WWW TEXA58ll ORD OR 1-800-545-6005
69+00
II
II
II
-- #
II
REVIEWED 1
l By Santllp Adhlkad at f0:45 pm, Jul f3, 3033 J
N
� z
O
0 20 4C 80 O
H
Z
LEGEND O
PROPOSED SANITARY SEWER LINE Z
PROPOSED SANITARY SEWER MANHOLE • m
EXIST NO SANITARY SEWER LINE 0
EXISTING SANITARY SEWER MANHOLE pO
PROPOSED WATER LINE
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT +
Q
EXISTING WATER LINE
EXISTING GATE VALVE �4 LLI
J
EXISTING FIRE HYDRANT ¢ �
PROPOSED PAVEMENT m
TAN LIMESTONE
Z
z
Q
CITY PROJECT NO. 103700 <
FID 30114-0200431-103700-E07685 Q
X-2]35fi
M-2984
APSCO N0. OS-B LJ
0
Z
In
I
w,o.,„T1,rs below.-
O
BENCHMARKS C.IIbef°rey°Upiq. 2.
.J
BENCHMARK NO 1 ::1
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q
DN SOUTH SIDE OF SALINGA ROAD 2 45' WEST OF
MAINSTAY WAY CENTERLINE. ELEV 752.6
BENCHMARK NO 2.
SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB
40RTH OF THE POOR OF SERRANO RIDGE AT
DOPPER RIDGE ROAD ELEV 76-C
845
06°2t FI,sNn[saa°A2,""""'—'
GATE REVISION BY
840 WATER PLAN &
PROFILE
30-IN NSIV WL1
+ 835 MADE O
SENDERA RANCH
N e3o BOULEVARD
Eu CITY OF FORT WORTH, TEXAS
Z WATER DEPARTMENT
J ENGINEERING DIVISION
1 825 g�y
LJA oim—ka III.
Q GOSUN°MUNNIExpressway Phone 4696210710
SUIs goDella., Tex.. 75206 FRN-F-1366
820 DESIGN, ROBES LJA PROJECT NO
DRAWN BORES HTfioo-o112
DAIS OGT 2022
SCALE
v
815 HORZ' 1' = 40'
+JAMIE SHELTON WRf 1 - 4
9 C/CeBT EQ H it NN=
fi�810 °608202 ofS97
840
835
e O�
9
825
S
820
zx
0815
m� 810
r
s 805
STA 0+0000 N54 1L5- STA 0+0000 SLEEVE B= ® 13
PAV STA 152+18.28 (82.5' LT) STA 1+55.50 SLEEVE 8= STA 1+630J SLEEVE C=
SENDERA RANCH BOULEVARD m PAV STA 167+3671 (650' LT) PAV STA 16J 36 J1 (905' ET STA 0+0000 SLEEVE C= PAV STA 1JJ+61.28 981' RT
1 INSTALL SENDERA RANCH BOULEVARD ( ) _
PRESSURE PLUG STA 0+8500 NS4 WL4 INSTALL \\ `ENDERA RANCH BOULEVARD PAV STA 1J7+61.50 (650 LT) SENDERA RANCH BOULEVARD —
CLEANING 5 NSIALL 1 - 20' SLEEVE PLUG NSTALL END RA RANCH BOULEVARD INSTALL N
INSERT POLY PIG �5 I - 16"x 16" ANCHOR TEE 20" SLEEVE PLUG INSTALL 1 - 20' SLEEVE PLUG
STA 0+9000 NI WL4 �, rj I -20" SLEEVE PLUG O
STA INSERT
Po 0 NS4 WILD (00' ) I� iL 15' WATER R14
NSI 8" GATE VALVE & BOX INSIA I6" X 12' REDUCER n \ �\� 'I' I KEY MAP O
_ `I EASEMENT WATER PLAN & PRoFLE
STA 0+15.00 NS4 WLS NTA 1+19.21 N14 WL4 - m III ili I \ _ 0 20 40S 80 H IIrv>IA16' X 8" REDUCER 1 12" GATE VALVE &BOX \ n n III CAU TIONI, _ EX 20' GAS ESMT I_— Z
rj — SOUTHWESTERN GAS
EX 20' GAS ESMT ; EXISTING GAS PIPELINES, m PIPELINE, INC. LEi'iEND O
T I �. ITy CONTRACTOR TO VERIFY n 154ZIS PG.299 ).R.T. R.T Z
SOUTHWESTERN GAS LOCATION & CONTACT GPS PROPOSED SANITARY SEWER LINE
N ` PIPELINE, INC. PROVDER PRIOR TO --- EX 20- GAS ESMT PROPOSED SANNARY SEWER MANHOLE • D]
V 15436, PG299 DRT.RT. CONSTRUCTION SOUTHWESTERN GAS
20" STEEL SLEBVE+� �I v - r SERVICES, INC. EXISTING SANITARY SEWER LINE 0
j m f w 5 _ - _L ,a ii OC 200J-99539 D R.T.R.T EXISTING SANITARY SEWER MANHOLE 0•
3 n EX 20' GAS ESMT og PROPOSED WATER LINE
I� f SOUTHWESTERN GAS J
m SERVICES, INC -� \ 20" STEEL St -EV�C 1} PROPOSED GATE VALVE �� O
I� COO 2007-99539 DRT.RT Z .. VI E% ED' GAS ESMT - --- 1� qL� PROPOSED FlRE HYDRANT + d'
STA 1+37.50 NS4 WL4= Z SOUTHWESTERN GAS Q
16• NS4 WL4 _// }"1 PIPELINE, INC EXISTING WATER LINE
v, l- L J PAV STA 151+98 28 (55 0' RT) v1Oi III 1 .5436, PG 299 D R T R.T. N 15' WATER EXISTING GATE VALVE �E J {, SENDERA RANCH BOULEVARD L
-- Y -- (INSTALL r V�
TER < - - 12" PRESSURE PLUG Z EASEMENT EXISTING FIRE HYDRANT Z
UN 1F ; EX 20' CAS ESMT T PROPOSED PAVEMENT O
EM I 1 - 12" CLEANING WYE SOUTHWESTERN_I m
�+ REMOVE POLY PIG �4 1 _ TAN LIMESTONE
SERVCES, INC N
CC
2007-99539 D R T R T
( III SEN .RA RANCH m EVAC)
SENDERA lANCH 30U RD
_ \ I� BOULEVARD EXISTING CAS R PIPELINES, Z
1 CAUTION.. NOTES: CRITERIA. CONTRACTOR TO VERIFY < Q
RANCH EXISTING GAS PIPELINES, 8 REFERENCE NCTCOG HORIZONTAL THRUST LOCATION &CONTACT CAS
BOULEVARD CONTRACTOR TO VERIFY 1 ALL CLEANING WYES TO BE REMOVED WHEN BLOCKING DETAILS (SHEET 17) FOR PIPES PROVIDER PRIOR TO t�CIIY PROJECT NO. 103100
STA 0+0000 NS4 WL4= LOCATION & CONTACT GAS CONNECTING TO EXISTING WATER LINES GREATER THAN 24 IN DIAMETER AND REFERENCE CONSTRUCTION v _ FIG 30114-0200431-103700-E07685
STA PROVDER PRIOR TO 2 THE WATER SYMBOLS ARE GRAPHIC IN NATURE COFW VERTICAL THRUST BLOCKING DETAIL FOR V K-2984fi 0Y
INSTALL�O oO NS4 wLS= CONSTRUCTION ALL STATIONS CALL OUT THE EXACT LOCATION ALL PIPE SIZES (SHEETS 18). MI N0. OS-B W
I - 16" % 16' TEE �� OF WATER LINE FEATURES. 9 RING CONNECTION ASSEMBLY TO INCLUDE TEE, �
3
INSERT POLY PIG #4 ALL WATERUNES ARE 30"-ANSI/AWWA GATE VALVES, BENDS AND ALL LEAD PIPES Z
STA 0+3000 NI W15 (D 0') C150/A21 50 30" DIP UNLESS NOTED NECESSARY. - W
INSTALL. NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 4 PROJECT IS LOCATED IN NS IV PRESSURE 10. REFERENCE APPROVED CITY OF FORT WORTH REVIEWED Ln
48 HOURS PRIOR TO EXCAVATING IN THIS AREA l J , r ,
- V16'AULT
GATE VALVE PLANE. WATER STUDY FOR MADERO WUDES FIRE
]. By Sandip ABM1ikari at t0:d5 pm, JUT 12, 1011
& VAULT FORT WORTH WATER DEPARTMENT 1-8I7-392-8296 5 ALL FITTINGS SHALL BE MECHANICAL JOINTS 11. FIRE HYDRANT ASSEMBLY INCLUDES FIRE
STA 0+72.97 NS4 WILD (0.0') UNLESS OTHERWISE REQUIRED HYDRANT TEE, 6' GATE VALVES. NnowwM1a['s FJCIOW.--
ATMOS GAS I-877-593-0022 BENCHMARKS 1 Qy
IrvsiuL. 6 EXISTING GATE VALVES UNDER PROPOSED STANDARD FIRE HYDRANT, AND ALL LEAD PIPES Call Uufaru you tli �
STA 0+8J OB NS4 WL5= 1 _ 16" 45' HORIZ AT OS CAS 1-800-545-6005 pgVEMENT WILL BE ADJUSTED TO MATCH NECESSARY.
PAV STA 151+35.33 (925' LT) BEND TKU ELECTRIC DELIVERY 1-800-J11 -9112 PROPOSED GRADE AS REQUIRED. 12. RING CONNECTION ASSEMBLY TO INCLUDE TEE, 3ENCHMARK NO 1 p
SENDERA RANCH BOULEVARD CHARTER COMMUNICATIONS 1-817-509-6272 7. ALL HORIZONTAL AND VERTICAL JOINTS & GATE VALVES, BENDS AND ALL LEAD PIPES
INSTALL SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q
FITTINGS MUST BE RESTRAINED AND WITH NECESSARY
PRESSURE PLUG FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 ON SOUTH SIDE OF SALINDA ROAD t 45' WEST OF
ADDITIONAL CONCRETE BLOCKING AND GATE 13 CONTRACTOR TO SUBMIT CLEANING TESTING MAINSTAY WAY CENTNT ERLINE. ELEV 752.6
REMOVE POPIG 5
CLFJJJING WYE FOR OTHER FACILRIES WWW TE%A5811 NO OR 1-800-545-fi005 VALVE MUST BE RESTRAINED PER DESIGN PLANS PER SECTION /
LY
14. COT TO TO SUBMIT CONNECTION PLANS BENCHMARK NO 2.
AN It R C N ® ® SOUARE CUT WITH 'x' IN CENTER AT BACK OF CURB
NS4 WL4 NS4 WL5 SLEEVE B SLEEVE C CPTH oR HE POCK of SERRANo RIDGE AT
PER
RIDGE ROAD ELEJ 765.5C
1+00 0+00 1+00 1+00 1+00
-,- -r- �-- - - - - - - - - - ---� J
33„alaa. i_
845 840 835 835 840
cJn
�s �l
��I JII JJ ) i a 1J0 (% i1I �c o T A L ;d a ICJ ± �&.L4 a o , ..Tm N1
r� JI` WM.<FL _— — — — — — DATE REVISION soz
835 830 830, 835 Z / >n = - 835 840J�' o P A FG. (Ra r�4 i 840 WATER PLAN &
m
1 I • 1 — p NS4 WL4, NS4 WL5 &
L�c u--- --- —� -- — SLEEVES B&C
> I 0 RP AE T _y�
`l\ N uy,L GR u D ® III
I 830 825 825 B30 +Y B30 835 / F — % u 835 c 1VllA� ��
/ aRi 1P SF {3AIE I I '--------- I •— 6' 8— —-- -- "�•TR 1��1���1LA6� 1L®d`�1���Q
Pf � IN
�\ I r b fi G
BOULEVARD
825 820 I _ I 820 825 825 830 L 82; F ! cis I i� 830
I I i=i2 9
CITY OF FORT WORTH, TEXAS
�1 ` WATER DEPARTMENT
I DR 4 A ER r7 e 6' ,TIE — t 30 N 4 ENGINEERING DIVISION
1 •in W — / FLT2i6, m r
820 815 o.oa / b
1..-"(9q; — --• ----- 815�820 j — 820825 T pl — --- 82c LJA "�m1bp. a
�I 0 NOM Central Expressway Ph— 469621 DTIO
\E O-- — SUIle400
> Ilas, Taxes 75206 FRN-F-1306
r ` I 815 810 1 810 815 I 1 815 820 I, 820 DESIGN BORES A PROJECT NO
I/ ORALSTBORES W600-0112
A•., � „ I ----- � >�-- --- 2022
R 4 'V I D 1 10 S' -� '�b1 4, S BE E T 5L' 6 - Z I" i3y 'T EL AS :II Si EL SCALE
BAN L & E�1E IT EE 0 _TL5 EA kAtk.JFl\' � 41M d ii �'AI� S 3 BlnKf ILL PIJ M E E� END IL' ' C/PFL. J EI6.EI IM T PEi \R L )3 et k
— 810 805 / 805 810 `810 815 ' 815 • f �� VSRT 1' _ �D'
_JAMIE ERECTION WRf 1 - 4
� m
m
— —• �' 805 800 FI 800 805 C' �� 805 810 v v" 810 o`°szoz' oT sT sxFcls