HomeMy WebLinkAboutContract 59115-CO2CSC No. 59115-0O2
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
IPROJECT NAME:
SENDERA RANCH BOULEVARD
I
CHANGE
(CONTRACT:
(UNIT 1) WATER, (UNIT III) STORMWATER, (UNIT IV) PAVEMENT, & (UNIT V) STREET LIGHTS
ORDER No:
ICFA#
22-0182 I
CITY PARTICIPATION:(
YES
ICITY PROJECT #
103700
ICITY SECRETARY CONTRACT #
59115
IFID #
FID # 30114-0200431-103700-EO7685
2
ISEWER PROJECT #
N/A
IFILE #
K-2984
INSPECTOR:
Adam Payan
Phone No:
682-225-9106
PROJECT MANAGER:
Sandip Adhikari
Phone No:
817-392-8424
CONTRACT UNIT
WATER
SEWER
PAVING DRAINAGE
STREET
LIGHTS
CONTRACT
Developer
Developer
Developer
DAYS
Cost City Cost Developer Cost City Cost
Developer Cost City Cost Cost
City Cost
Cost
City Cost
IORIGINAL CONTRACT
$630,543.35 $2,374,171.65
$0.00 $0.00
$1,404,473.50 $0.00 $698,585.00 I
$0.00
$304,479.00
$0.00
I 240
(EXTRAS TO DATE
$67,190.00 $0.00
$0.00 $0.00
$0.00 $0.00 $0.00 I
$0.00
$0.00
$0.00
I 0
ICREDITS TO DATE
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00 $0.00 I
$0.00
$0.00
$0.00
ICONTRACT TO DATE
$697,733.35 $2,374,171.65
$0.00 $0.00
$1,404,473.50 $0.00 $698,585.00 I
$0.00
$304,479.00
$0.00
I 240
(AMOUNT OF PROP. CHANGE ORDER
$4,500.00 $0.00
$0.00 $0.00
($89,656.85) $0.00 $19,960.00 I
$0.00
$0.00
$0.00
I 0
IREVISED CONTRACT AMOUNT
$702,233.35 $2,374,171.65
$0.00 $0.00
$1,314,816.65 $0.00 $718,545.00 I
$0.00
$304,479.00
$0.00
I 240
TOTAL REVISED CONTRACT AMOUNT PER
UNIT
$3,076,405.00
$0.00
$1,314,816.65 $718,545.00
$304,479.00
REVISED COST SHARE
Dev. Cost:
$3,040,074.00
City Cost:
$2,374,171.65
TOTAL REVISED CONTRACT
$5,414,245.65
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:
UNIT II:
WATER IMPROVEMENTS -DEVELOPER
CITY BI#D ITEM
CPW enit
DeCosper
PAY ITEM #
QUANTITY
UNIT
ITEM DESCRIPTION
ri
UNIT PRICE
City Cost
TOTAL
14*
9999.0026
1
EA
Adjust 6' Blow off Manhole Rim Elevation l
$0.00
$4500.00
$4,500.00
$0.00
$4,500.00
UNIT II: WATER IMPROVEMENTS -DEVELOPER
$4,500.00
0.00
$4,500.00
UNIT III: DRAINAGE IMPROVEMENTS
CITY BID ITEM
CFW Unit
Developer
PAY ITEM #
#
QUANTITY
UNIT
ITEM DESCRIPTION
Price
UNIT PRICE
Cost
City Cost
TOTAL
23*
241.3014
38
LF
Remove 21" Storm Line
$0.00
$30.00
$1,140.00
$0.00
$1,140.00
24*
9999.0027
4
LF
Relocate 21" RCP
$0.00
$105.00
$420.00
$0.00
$420.00
25*
9999.0028
4
EA
10' Recessed Inlets Remove and Relocate
$0.00
$4,600.00
$18,400.00
$0.00
$18,400.00
UNIT III: DRAINAGE IMPROVEMENTS
$19,960.00
$0.00
$19,960.00
UNIT IV: PAVING IMPROVEMENTS
CITY BID ITEM
CFW Unit
Developer
PAY ITEM #
#
QUANTITY
UNIT
ITEM DESCRIPTION
Price
UNIT PRICE
Cost
City Cost
TOTAL
1
3211.0400
(17.23)
TN
Hydrated Lime (36 Ibs/sy) (Sendera Ranch
$0.00
$195.00
($3,359.85)
$0.00
($3,359.85)
3211.0502
(956)
SY
8" Lime Treatment (Sendera Ranch Blvd &
$4.00
2
Rancho Canvon Wav)
$0.00
($3,824.00)
$0.00
($3,824.00)
3213.0105
(957)
SY
10" Conc Pvmt (Sendera Ranch Blvd &
$72.00
3
Rancho Canyon Way)
$0.00
($68,904.00)
$0.00
($68,904.00)
4
3213.0301
230
SF
4" Conc Sidewalk
$0.00
$3.50
$805.00
$0.00
$805.00
18
9999.0022
(1450)
LF
REFL PAV MIRK TY I(W)(6")(SNG)(SLD)
$0.00
$4.00
($5,800.00)
$0.00
($5,800.00)
19
9999.0023
(1429)
LF
REFL PAV MIRK TY I W1(8")`SNGIf SLD1
$0.00
$6.00
($8,574.00)
$0.00
($8,574.00)
U�Il IV: PAVING IMP ZOVEMENTS
($89.656.85)
$0.00
($89,656.85)
Asterisk (') indicates New Pay Item
Revised: 12-17-2018 Page 2
REASONS FOR CHANGE ORDER This Revision pertains to right turn lane pavement removals with adjustment to storm and water improvements
THERE IS NO IMPACT TO CITY COST PARTICIPATION ON THIS CHANGE ORDER FORM
RECOMMENDED:
APPROVED:
APPROVED:
LJA Engineering, Inc
G TM Sendera, LLC
Conatser Construction
Dl nigl BeJ`ten//f//�.
L2
6rock Hugg-(De,1K P02308.3105T)
By: Daniel Bett-(Dec 14, 202307:28 CST)
By, Bobby Samuel(Dec 15, 202315:01 CST)
By,
Name: Daniel Betten, PE
Name: Bobby Samuel
Name: Brock Huggins
Title: Project Manager
Title: Director of Land Development
Title: President
Email: dbettenBlia.com
Email: bsamuel(�greenbrickpartners.com Email: Brock(a)conatserconstruction.com
APPROVAL RECOMMENDED:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW - Water Department
CFW - Assistant City Manager
CFW - Assistant City Attorney
scc6u vtu-cc�r/,e�se-
Danc1 Bu✓GIh6/o�F
By: subyvarughese(Dec1,20231718CST)
By: Dana ButghdoH(Dec18, 02311.31CST)
By: Richard A. MCCacken(D.c 18,202310:17 CST)
Name: Suby Varughese
Name: Dana Burghdoff
Name: Richard McCracken
Title: Interim Engineering Manager
Title: Assistant City Manager
Title: Senior Assistant City Attorney
RECOMMENDED:
CFW - *Contract Compliance Manager
®a ON}�Eya
ATTEST
Contract Compliance Manager (Project Manager):
§"� A&A00E
By signing I acknowledge that I am the person responsible
By: so^dpAlhk,- (D—,,20231641CST)
�'
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
Name: Sandip Adhikari
Jannette S. Goodall
City Secretary
❑ There are NO City Funds associated with this Contract
Title: Sr. Professional Engineer
0 There are City Funds associated with this Contract
M&C Number: 23-0122
M&C Date Approved: 2/14/2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 3
X-27356 ry
THE I CITY OF FORT R11L WORTH,
�r W W O RJl , TEXAS IBEVIEWEDaNat+a:uam,Jw+zzoz3) Y
PLANS FOR UI H IE CONSTRUCTION OF LL
WA IL IE IR , PAVING , D IR A II l ]E , I REV►EWEDaNat,,:23am.na a,, mz� l CURRENT CONSTRUCTION STANDARDS FOR
DEVELOPMENTS OCTOBER 04, 2019,
STREET
�- E E T LIGHT
I G � � T IMPROVEMENTS
� � P � � T � ? E T � SHALL GOVERN ON THIS PROJECT.�II 1 Il��j' �I �II(I� lll��� ���lufffll��� f III III ll��/III f����� V I��j' ll�fllE 1 REVIEWED
TIER }'� 7 E By Sa.Mip Atlh/kaH at 3:19 pm, Dtt 15, zOz1 f
SE
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
Eo
U
gJ�AMIE�p�S�H�E�LTO/N
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 STORM
d�4DRAIN
e�PLAN N & PPROOFFI�LE - SSD2 & LLAT 2A
®®EEL- -' ® 7. S D�O M QDR��I`iII��IN'' PL�AjN1 &PROFILE +���S B `k S'` i N
R E 1lTAL CONTROL PLAN ® 4�. • , . �IU UR�FI CAN � WI� - 51T4, LAT 4A &J
12'248 ACRES 3 DRAFT HORIZONTAL CONTROL PLAN SO. STORM DRAIN PLAN & PROFILE - CULVERT A
EASTERN HALF OF DIVIDED NEIGHBORHOOD ARTERIAL 4 KEY MAP 51 STORM PLAN & PROFILE - PRIVATE SWALES 1 & 2 0 5. DEMOLITION PLAN 52. STORM PLAN & PROFILE - PRIVATE SWALE 2
IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 53. STORM PLAN & PROFILE - PRIVATE SWALE 2 0
CITY OF FORT WORTH, DEN
COUNTY, TEXAS --& e OVERALL LWATERP A `5`4. STORM PLgqAnN�� & PRR[OFIFILE - PUBLIC FS�WyALE 3 i
&56. " SON X11 pPK6FlLESF-'LATS-21i', 2C O2E.-2F & 2G' a
1 AT R PL N P OFILE - 0-IN SI 1 & 57 STORM DRAIN PROFILES - LATS 2H, 2J, 2K, 2U 3A & 4C
I - - & 58. STORM DRAIN PROFILES - LAT 4D, 4E, 4F, 4G & 5A
/ 12. WATER PLAN & PROFILE - 30-IN NSIV WL1 ®S9, GRADING PLAN
11I 13. WATER PLAN & PROFILE - 12-IN NS4 WL2 & 12-IGry:0 GRADING PLAN
,1 Y '•°'"N 11 Y Y Y Y Y Y Y Y Q1, GRADING PLAN -
Y 14 WATER PLAN & PROFILE - SLEEVE A. B & C & 62 GRADING PLAN o
15 eD€Ty L & 63. PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD -
PROJECT 16. WATER DETAILS &64. PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD'
17. WATER DETAILS & 65 PAVING PLAN &PROFILE SENDERA RANCH BOULEVARD'
N LOCATION k� 18. WA ER DETAILS & 66. PAVING PLAN & PROFILE - SENDERA RANCH BOULEVARD'
19. WATER DETAILS & 6 PA VI G P A P OFIL `- 4 N ERP , K QO4t€A�R NC VAR
- - Y 20. CATHODIC PROTECTION ,�IGtwh�P"
IfUl■■ / 21. CATHODIC PROTECTION 69. SIDEWALK PLAN
/I 22. CATHODIC PROTECTION 70. SIDEWALK �P�LANN
23. CATHODIC PROTECTION DETAILS ®1 f .� FIk 1A ARIKII�GS & SIGNAGF GLA
24. CATHODIC PROTECTION DETAILS rY VEM
25. CATHODIC PROIECTION DETAILS & 73 PAVEMENT MARKINGS & SIGNAGE PLAN
RANCHO CANYON WAY _ 26, ISM CONSTRUCTION PLAN & 74 p71 MA K N S GNA P NUB
27. ISM CONSTRUCTION PLAN /5 F/('
28. ISM CONSTRUCTION DETAILS 76. STREET LIGHTING PLAN
29 CITY OF FORT WORTH GENERAL NOTES 77 STREET LIGHTING PLAN
30. GENERAL CONSTRUCTION NOTES 78 STREET LIGHTING PLAN
' 79. STREET LIGHT DETAILS
80. STREET LIGHT DETAILS
81. STREET LIGHT DETAILS
t 82. PAVING DETAILS
UNIT II - DRAINAGE & PAVING IMPROVEMENTS 83 PAVING DETAILS
J SHEET NO DESCRIPTION 84, PAVING DETAILS $
SfNOf� j 31. EXI SLING CONDITIONS DRAINAGE AREA MAP 8PAVING DETAILS
5
BJ�RgA,cN 32 INTERIM CONDITIONS OVERALL DRAINAGE AREA MAP 87 STORM DETAILS
33. INTERIM CONDITIONS DRAINAGE AREA MAP
34 INTERIM CONDITIONS DRAINAGE AREA MAP 88 STORM DETAILS E=
35 INTERIM CONDITIONS DRAINAGE AREA MAP 89. STORM DETAILS
36 ULTIMATE CONDITIONS OVERALL DRAINAGE AREA MAP 90 STORM DETAILS F
LOCATION MAP 37 ULTIMATE CONDITIONS DRAINAGE AREA MAP 91 STORM DETAILS F
38. ULTIMATE CONDITIONS DRAINAGE AREA MAP 92 STORM DETAILS
1"=2000 93 ISWM DRAINAGE PLAN >
39 ULTIMATE CONDITIONS 94. ISWM DRAINAGE PLAN K
40 HYDRAULIC CALCULATIONS 95 ISWM DRAINAGE DETAILS
MAPSCO NO. 5B 4L HYDRAULIC CALCULATIONS
4233 STTT�ORM'� ppDRA�I�NNN ¢PLAN &g PROFILE - SDI &LAT 1A 96. CITY OF FORT WORTH GENERAL NOTES
COUNCIL DISTRICT 7 & 44 , si'0R KIAIN PL-/A' &'IY6�IL@ --�4• e7. GENERAL corvsmucnoN NOTES 3
OWNED/DEVELOPED BY:
GBTM SENDERA, LLC
2805 North Dallas Parkway, Suite 400
Plano, Texas 75093
Bobby Samuel
Phone: (469) 573-6755
NOVEMBER 2023
PREPARED BY:
WA Engineering, Inc.
3017 West 7th Street
SUITE 300
Fort Worth, Texas 76107
A(A
Phone 469.621.0710
FRN - F-1386
Kawn Kondurur P.E.
11/11/2022
Ki ran Konduru, P.E. (NOV 11, 2022 02:50 CST)
DIRECTORS DESIGNEE FOR CONSTRUCTION DATE:
PLAN APPROVAL
RESOLUTION NO.O1-10-2020
�215.4CST)
11/10/2022
REVIEWED
DATE:
PROJECT MANAGER
�o
c=
i�
X- 27356
F�
INSERT POLY PIG #4 FUTURE WATERLINES
\� INSERT POLY PIG #5 FUTURE FIRE HYDRANTS rPO I I
REMOVE POLY PIG �5� 1-4" IRRIGATION SLEEVE /
SPACED EVERY 100 FT ALONG FUTURE l(rrPJ 1-a" IRRIGATION SLEEVE
SPACED EVERY 100 FT ALONG{
SIDEWALK (TYP) MADERO — W T \ i /� a� sIOEWALK (TYP)! _ �z� N
24" DIP NS4 WATER MAIN / GBTM SENDEBP, LLC_ \ 'T _
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RANCHO CANYON \\ %\ \ R P.R.-132 �I - i I � � _F N 7 I r / 1 I I � M = O
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PROPOSED SANITARY SEWER LINE m
1�• \ I II 1 / 1 J PROPOSED SANITARY SEWER MANHOLE—�— 0
T.
SVD -SVOSMJ_\=i 1Stl0- S : - \ 5V2 EXISTING SANITARY SEWER LINE -
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10 T,- - /�\ ! ,y��p�„_ X ` / �� r PROPOSED WATER LINE Q
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WATER MAIN I SAMPLING 2- 4 IRRIGATION 1 $ 1
L1 } SLEEVES \ / /y/ 2 - 4 IRRIGATION SAMPLING j Q
TO -BE -CONSTRUCTED W/ I 3 LOCATION y, /I/ x �I/SLEEVES ,yF LOCATION PROPOSED FIRE HYDRANT
RANCHO CANYON Z REMOVE \ Iy\ Ir � V FUTURE J , /�nl� / /' \ \, EXISTING WATER LINE J
30-IN WATER MAIN IO O \ ` 7L Y. <�I/ �\ I\ `\W./`ly IJ-vl( \`�'I�`
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i U INSERT POLY PIG #1 1.� /� DOC. NO 200J-143J82 ��_\N / Q m
MADERO PHASE 2 Z AR V LOCATION
- 0P.RDCT. x. emu, EXISTING FIRE HYDRANT
CPN 1036]6 r //� APPROXIMATE LOCATION - F. \ / PROPOSED PAVEMENT
X-S EXISTING
EXISTING OVERHEAD ELECTRIC M _
EXISTING 24" DIP LINES, CONTRACTOR CT / TAN LIMESTONE
NS4 WATER MAIN 14 VERIFY LOCATION PRIOR TO /n ARNNC,II Z
CPN.00635 X-19722 D CONSTRUCTION TI UAS'PIE /y APPROXIMATE LOCATION
ARNINGII eXINTRA� ES, r E%(STING OVERHEAD ELECTRIC Q
30' DIP NS4 WATER MAN I � APPROXIMATE LOCATION CONTRACTOR TO VERIFY LINES, CONTRACTOR TO %'f„ � CITY PROJECT NO 103700 21
TO -BE -CONSTRUCTED W/ EXISTING WATER LINES, LOCATION & CONTACT GAS VERIFY LOCATION PRIOR TO FID 3016 4-0200431-103J00-E0J685 Q
RANCHO CANYON 30AN CONTRACTOR TO VERIFY Cr
WATER MAIN LOCATION PRIOR RI PROVIDER PRIOR TO CONSTRUCTION LJ
CPN 1040]8 X-2J329 CONSTRUCTION CONSTRUCTION K-2984
REVIEWED 1I MAPsco No. os-B o
FUTURE WATERLINES 1 W
ABANDONED GAS LINE BY SanClp Atlhlker)at 11:29 em, Uec O1, 2623 _
C9
FUTURE � E ii' K owwn r:rbelow.
2IRRIGATION MADERO Call before ypu Ii
J SLEEVES p I /f �w� I BENCHMARKS""
B
M _Lj
BENCHMARK NO 1 p
_ DUARE CUT WITH 'X' IN CENTER AT BACK ES CURB Q
4 GBTM SENDER2' LLC DN SOUTH SIDE N RUNESAUNDA ROAD 3 45' WEST OF
CC R P R.D 132253 T INSERT POLY PIG $3 { T r—T��/-/ /. T \ \ I I CTMGT ALPHA RANCH, LLC 'AAINSTAY WAY CENTERLINE ELEV 752 6
u(� / R P R.DC T. FI = I I I "/I \ /J CC�2020-85300
A
20" SLEEVE C
\ll I/ yN, \ m ( 0 P ROC T 3ENCHMARK NO 2
/ FUTURE WATER LINE \ I 3 / I �I, /I \ \ SQUARE GUT WITH 'X' IN CENTER AT BACK OF CURB
- 2 4" IRRIGATION 2 4" IRRIGATION 2 4" IRRIGATION�\I� 2 - 4" IRRIGATION REMOVE POLY PIG Mt AORTH OF THE POOR OF SERRANO RIDGE AT
u \ 0 SLEEVES �I-/SLEEVES sgLEEVES yF SLEEVES
/ COPPER RIDGE ROAD ELEV 765 5L
= lI \ 1J \ / A'/` ,BO I 181 1�12\ ,AA 11s y I ip�` 2a'�Re, PI (Ago 12'`IN54 W �1 I; I ill I \ 198 AAA( 19
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LLJ SLEEVES I \ \ 5V---I - n / GATE REVISION BY
Z I SAMPLING --------
WATER1 r—
\\ LOCATION II I I \ \ ISV0 111___ LOCATION
J 1-4" (IRRIGATION SLEEVE \ U .. a I 5`A`� �O F REMOVE POLY PIG �3 / / 1-4' IRRIGATION SLEEVE OVERALL WATER PLAN
= SPACED EVERY 100 FT ALONG /- } ����L.1L y I 4 SPACED EVERY 100 FT ALONG
(J �SIDEWPLK (ttP) EXISTING GAS PIPELINES, \ rn IFY_Sy0 \GBTM SENDERA. LLC
LOCATIORAC& CONTACT (GAS M /i kAA/i/ M CC�R.PZR DI
T253 SIDEWALK (ttP)
PROVIDER PRIOR TO �Iy 5tl0 N ARNIN\j G I1
\ ONSTRUCTION $..I - N I FUTURE \ gpNRO%IMATE LOCATION I \ , : I 1 MADERO
EXISTING OVERHEAD ELECTRIC TTT
FUTURE WATERLINES MADERO LINES, CONTRACTOR TO ��yayTy�y� 7M RANCH
}>\T��T
,en NOTES: CRITERIA. 15 FUTURE FIRE HYDRANT LOCATIONS HAVE BEEN VERIFY CONSTRIUCTIONIOR TO FUTURE WATERLINES AA�� JJUU�F ARA JJLLAAL'�ii ��Il llll llll
8 REFERENCE NCTCOG HORIZONTAL THRUST SHOWN FOR REFERENCE ONLY, LOCATION NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
1 ALL CLEANING WYES TO BE REMOVED WHEN BLOCKING DETAILS (SHEET 1]) FOR PIPES SUBJECTED TO CHANGE WITH FUTURE RESIDENTIAL 48 HOURS PRIOR i0 EXCAVATING IN THIS AREA: BOULEVARD
fB®lf ilf T'R 7 1d TD TT
m CONNECTING TO EXISTING WATER LINES. GREATER THAN 24 IN DIAMETER AND REFERENCE PHASE DESIGN. FORT WORTH WATER DEPARTMENT 1-B1J-392-8296 11.D 1lJ JLsJLa N L�JL�JLJF
2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE. COFW VERTICAL THRUST BLOCKING DETAIL FOR 16 RADIUS OF CURVATURE/JOINT DEFLECTION - ATMOS GAS 1-BJJ-593-0822
c ALL STATIONS CALL OUT THE EXACT LOCATION ALL PIPE SIZES (SHEETS 18). MINIMUM RADIUS OF CURVE AND MAXIMUM CITY OF FORT WORTH, TEXAS
OF WATER LINE FEATURES 9 RING CONNECTION ASSEMBLY TO INCLUDE TEE, DEFLECTION ANGLE OF PIPE JOINTS WILL BE ATMOS GAS 1-800-545-6005
"y 3 ALL WATERLINES ARE 30"-ANSI/AWJIA GATE VALVES, BENDS AND ALL LEAD PIPES RESTRICTED TO 50% OF MANUFACTURER'S FUTURE FULL SECTION PROPOSED HALF SECTION TXU ELECTRIC DELIVERY 1-800-]11 -9112 WATER DEPARTMENT
F 0150/A21 50 30" DIP UNLESS NOTED NECESSARY. RECOMMENDATION, AFTER WHICH THE USE OF 110' RIGHT-OF-WAY CHARTER COMMUNICATIONS 1-e1J-509-62J2 ENGINEERING DIVISION
4 PROJECT IS LOCATED IN NS IV PRESSURE 10. REFERENCE APPROVED CITY OF FORT WORTH HORIZONTAL OR VERTICAL BENDS WILL BE FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81 J-392-1234
PLANE WATER STUDY FOR MADERO WSS-2020-1217. REQUIRED NO BENDING OF PIPE IS ALLOWED. FOR OTHER FACILITIES WWW TEXAS8110RG OR 1-800-545-6005
5 ALL FITTINGS SHALL BE MECHANICAL JOINTS 11. FIRE HYDRANT ASSEMBLY INCLUDES FIRE 61' PAVE ENT B-B c9 4A bIpinNeing, lno.
`s UNLESS OTHERWISE REQUIRED HYDRANT TEE, 6' GATE VALVES, 6060— CenVal Eaprn y PM1one 4fi9621 OT10
6 EXISTING GATE VALVES UNDER PROPOSED STANDARD FIRE HYDRANT, AND ALL LEAD PIPES Number of Water Sampling Ta •le
£� 11' 11' 11' 1t' 6' Suve 400
�m PAVEMENT WILL BE ADJUSTED TO MATCH NECESSARY. 1'y 5- LqN nL r.Y1 IAId LAry nL t, uvauon orwmrsamonne Numberor Amoles I Oelles, Te ] 06 FRN-F-1366
ee PROPOSED GRADE AS REQUIRED. 12. RING CONNECTION ASSEMBLY TO INCLUDE TEE, n
] ALL HORIZONTAL AND VERTICAL JOINTS & GATE VALVES, BENDS AND ALL LEAD PIPES LI 10001E of vice s U, I DESIGN FLORE6 LJA PROJECT NO
13 3) Dead End Mom 0 FA I DRAWN' BORES NTfi00-0112
5 FITTINGS MUST C RESTRAINED AND WITH NECESSARY 5' SIDEWALK- -
ng ADDITIONAL CONCRETE BLOCKING AND GATE 13. CONTRACTOR TO SUBMIT CLEANING/TESTING 'I r -
ryr VALVE MUST BE RESTRAINED PER DESIGN PLANS PER SECTION � TYPICAL 5' 1' 3) arend,ea ONT6e Marnlmn¢erTHanmLFl a B, I w
CONTRACTOR TO SUBMIT CONNECTION PLANS a--It11-T��T // 20' _ 41 u 0 u I 01'IE OLT 2022
STANDARD( ��•-� - -- FlRE HYDRANT 5) 11,,d l FA I SCALE c� PER SECTION 1' BEHIND CURB
CURB INLET I. -.I
TYPICAL 4' NORM 3' 0 I °•r HORZ 1° = 1W'
R14 MAX 9' WASTEWATEAIN Subtotal I
R R MI INERT. N/A
¢, WATER PLAN & PROFILE 2WATER MAIN ,I JAMIE SHELTON_
E
KEY MAP (SOUTH &WEST) STORM (NORTH & EAST � DRAIN ) Sotal Sample Terte8f2Conx<ptrve Pauin¢I- N � id ,288TJ °� SHEET NO.
NTS TYPICAL UTILITY LOCATION � R3-7
cc NOT To SCALE �rxil EstlmMeJ con farWMersamplin¢I53bFaN1 5 60M00 I
RAW.um 4Water Sample Testl ) 1,
I .,a2023 OF 9J -El
STA 54+22.98 30-IN NS4 WL1
STA 50+55 07 30-IN NI WL1 INSTALL.
1 - 8' BLOW OFF
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CONNECTION ASSEMBLY STA 51+5OOD 30-IN NS4 WL1= GUM SENDERA LLC COFW A D
PER COFW #D1fi0) CCQ2020-132253 EXISTING GAS PIPELINES. N
SEE SHEET 13 FOR NS4 STA 162+38.28 (20.0' RT) R.PR D.CT STA 54+2 .98/0-IN NS4 _I= COMRACTOR TO VERIFY Z�
WL2 PLAN & PROFILE NENCERA RANCH BOULEVARD PAV STA 65+1 26 (35 0- T) RI4 LOCATION & CONTACT GAS
_ __ STALL SERDERA RANCH BOULEVARD PROVIDER PRIOR TO CD
PAV STA 1131+41 15N(30.00WRN 1 - 30" BUTTERFLY INSTALL: WATER PLAN & PROFILE CONSTRUCTION 0 20 4C 80
SENDERA RANCH BOULEVARD VALVE & VAULT CENTER OF BLOW OFF KEy p CD
INSTALL TAMBOR TOR = 834.30 FUTURE MANHOLE LOCATION
MA
1-16" GATE VALVE & VAULT LANE MADERO 5' BEHIND CURB
wi RI NGLONNECi1phLASSEMR v �L TOR-�834452 LONESOME
Z
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SLEEVE FOR FUTURE/
WATER LINE LEGEND 0
O \ I w (:AIfN�� VNUI4 ION NS Jlll / O PROPOSED SANITARY SEWER LINE Z
LE% CI SEE SHBET R14 FOR - FOREIGN LINE TEST STATION 0 PROPOSED SANITARY SEWER MANHOLE • DO
3 I SLE B PIAN & \ (20" SLEEVE
PROFILE EXISTING SANITARY SEWER LINE 0
27" RCP - I / 27" RCP Lr) EXISTING SANITARY SEWER MANHOLE 0°
QI L J a SENDEII�R RANCH BOULEVARD la I9 Q PROPOSED WATER LINE
PROPOSED E VALVE
L1 50 i� o J 54 196 I V% PROPOSED R EHYDRANT �~ K
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Z EXISTING GATE VALVE �, W
— ¢ J
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__________________:1_____________________________________________________________ _1__ ______J__ _________________
= / - 1= TAN LIMESTONE m
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J ______________ NOTES CRITERIA _____ J�I_ J_
o T r r------------- 8. REFERENCE NCTCOG HORIZONTAL THRUST --- ---- Y-* ----------�1 y/ `---� �------------
CITY PROJECT NO. 103700
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— FUTURE - -1. ALL CLEANING WYES TO BE REMOVED WHEN BLOCKING DETAILS (SHEET 17) FOR PIPES - FID 30114-0200431-103700-E07685
N z� MADERO CONNECTING TO EXISTING WATER LINES GREATER THAN 24 IN DIAMETER AND REFERENCE / X-27356 Q
w - v� p 2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE CoFW VERTICAL THRUST BLOCKING DETAIL FOR _ TAMBOR ALL STATIONS CALL OUT THE EXACT LOCATION LONESOME ABANDONED-2984
ITA NA,LANE ALL PIPE SIZES (SHEETS 18) LANE AFSCO N0. 05-B W
c��`nzca PAv STA 6161+533aN 50.01 WRT OF WATER LINE FEATURES. GAS LINE O
- ( ) 9. RING CONNECTION ASSEMBLY TO INCLUDE TEE, STA 55+5000 30-IN NS4 WLt WS MINERAL HOLDINGS.
w ,^n SERGE RANCH BOULEVARD 3. ALL WATERLINES ARE 30"-ANSI/AWWA GATE VALVES, BENDS AND ALL LEAD PIPES A H I N. DOC NO 2007-14371 Z
'^ NSTALL: C150/A21.50 30" DIP UNLESS NOTED. NECESSARY. ANODE GROUNDBED TEST STATION O.P.R DCT - W
1-16° GATE VALVE & VAULT 4. PROJECT IS LOCATED IN NS IV PRESSURE 10 REFERENCE APPROVED CITY OF FORT WORTH
m jwo W/ RING CONNECTION ASSEMBLY PLANE WATER STUDY FOR MADERO WSS-2020-1217 NOTETHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
5. ALL FITTINGS SHALL BE MECHANICAL JOINTS 11 FIRE HYDRANT ASSEMBLY INCLUDES FIRE 48 HOURS PRIOR TO EXCAVATING IN THIS AREA ,
WS MINERAL HOLDINGS, LLC UNLESS OTHERWISE REQUIRED. HYDRANT TEE, 6' GATE VALVES, NnowwM1a['s fJC�OW.--
DOC. NO 2007-1437B2 6 EXISTING GATE VALVES UNDER PROPOSED STANDARD FIRE HYDRANT, AND ALL LEAD PIPES FORT WORTH WATER DEPARTMENT 1-817-392-8296 �:1��Uufaru you tli O
O.P ROCT. PAVEMENT WILL BE ADJUSTED TO MATCH NECESSARY AT OR GAS 1-877-593-0822 BENCHMARKS 9 W'
4 PROPOSED GRADE AS REQUIRED 12 RING CONNECTION ASSEMBLY TO INCLUDE TEE, ATMOS GAS 1-800-545-6005 BENCHMARK NO 1 p
CAUTION!! 7. ALL HORIZONTAL AND VERTICAL JOINTS & GATE VALVES, BENDS AND ALL LEAD PIPES TXU ELECTRIC DEDVERY 1-800-711-9112 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q
EXISTING GAS PIPELINES, FITTINGS MUST BE RESTRAINED AND WITH NECESSARY
CONTRACTOR TO VERIFY ADDITIONAL CONCRETE BLOCKING AND GATE CHARTER COMMUNICATIONS 1-817-509-6272 ON SOUTH SIDE OF SALIRA ROAD 2 45' WEST OF
13, CONTRACTOR TO SUBMIT CLEANING/TESTING AAINSTAY WAY CENTERLINE. ELEV J52.6
LOCATION & CONTACT CAS VALVE MUST BE RESTRAINED PER DESIGN PLANS PER SECTION FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
PROVIDER PRIOR TO 14 CONTRACTOR TO SUBMIT CONNECTION PLANS FOR OTHER FACILITIES WWW.TEXA5811 ORG OR 1-800-545-6005 3ENCHMPRK NO 2.
CONSTRUCTION PER SECTION SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB
30-IN NS4 WL1 40RTH OF THE POOR OF SERRANO RIDGE AT
COPPER RIDGE ROAD ELEV 765SC
49 OC 50+00 :1 O( :2 oc 53+00 54 00 55+0C 56+o0 57+00 58+00 59+00
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SEND ERA RANCH
i ¢
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CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
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820
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815 DESIGN BORES
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Phase 46962107/0
FRN-F-1366
LJA PROJECT NO
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DAIS OCT 2022
SCALE
HOR2: 1"
VERf 1" _ 4'
SHFET NO
R3-9
OFsJ sxEETS
ETA 0+15.00 EAT SE-
PAV ETA 165+H BOULEVARD
LEVAR' LT) NOTE
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IA _ INSTALL END & PLUG CONTRACTOR TO INSTALL ED2 & LAT 2A USING N
PAV STA 160 CH BIV OULEVARD LT) STA 15+20 8J . L`2= WATERTIGHT CONNECTIONS AT ALL PIPE AND
.4 SENDERA RANCH BOULEVARD INSTALL
0+0000 U(� 2E STRUCTURE JOINTS BELOW ELEVATION 82J00
INSTALL 5' SO JUNCTION BOX STALL 60' SEC-
O
PAV STA 155+9504 SENDERA RANCH BOULEVARD 1148' 11 STA 0+1500 IT 2G= STA 15+0]00 SD2= NOTES O
10' WIDE MAINTENANCE ACCESS RAMP ®MAXIMUM 15% STA 0+1500 -AT 2J= PAV STA 160+85.93 (23,99' LT) PAV STA 165+3520 (11.00' LT) 1. ALL INLETS ARE TO BE CAST IN PEACE
0 20 40 80 LONGITUDINAL SLOPE PAV STA 158+7251 (2399 LT) NSTALSENDELAENDNC&H PLUGLEVARD END SEND422'' BEGIN 380ULEVARD 2, ALL SSONE NOTED
PIPE OTHERWISE
SHALL BE FULLY
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PAV STA 156+59 2 (23.99' LT) INSTALL END & PLUG TA 1 + -
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4Lq 50q V15 /� n m
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Call befare ynp tliCONNECT TO INLET 3ENCHMARKS. 9 LC
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TO PELINE, PAVSTA1ANCH B0(31 50' Rf) INSTALL 60' WYE CONNECTON TC = 833 81 R = 829 06 'ENDERA RANCH BOULEVARDSQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB QER FY CPRIOR CONNEATION CT TONNLET ULEVARO STA 0+42.50 EAT 2H= NSTALL - 1 10' RECESSED INLETTION STA 6+2340 SD2= PAV STA 160+6238 (31 50' RT) TC = 634.20 FL = 82945 JN SOUTH SIDE OF SAIJDA ROAD 3 45' WEST OF
ETA 0+0000 -AT 2L SENDERA RANCH BOULEVARD AAINSTAY WAY CENTERLINE ELEV J526
INSTALL 60' WYE CONNECTION CONNECT TON
O INLET
3ENCHMARK NO 2
CU
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
SD2 �OPTH OF THE PCCR OF SERRaNO RIDGE AT
L TOPPER RIDGE ROAD ELEV 765 5(
5+50 6+00 7+00 8+00 9+00 10+00 11 00 12- 00 13+00 14+00 15-00 16+00
845 _0o
II II I I dl I II I I II II I I II _
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I I I � I I � I I I I I I I— I `� I I I I I I 'i�TR pI� � r` � I I I I � I I I I
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STA 20+00 00 SD5=
PAV STA 177+54.OD (65 DO- LT)
SENDERA RANCH ISOLEVARD
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INSTALL 14 SY TYPE "A"
DRY RIPRAP (12- DEEP)
/ \
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STA 0+15 00 IAT
CC/2020-132253
ft.P R.D.C.T.
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BEGIN 21'
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0 20 40 80
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SENDERA RANCH BOULEVARD
PAV STA 180+08.9J LE
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BOULE ARD
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PAV STA 180+11.4J (3t 50' RTj
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SENDERA RANCH BOULEVARD
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STA 1+09.66 SD3=
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INSTALL 60' BEND
STA 0+19.85 SD3=
PAV STA 1JJ+3415 (11 00 LT)
SENDERA RANCH BOULEVARD
END 24" BEGIN 24"
STA 0+14.85 SD3-
STA 0+00.00 IT 3A
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STA 20+54OO S05=
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INLET
TC = 83].63 FL = 832 86
STA 0+50 81 _AT 3A=
PAV STA 17J+13 ]5 (33.00' RT)
® STA 0+5177 IAT _A(
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SENDERA RANGI
INSTALL 60 BE
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2 ALL RADIUS PIPE JOINTS SHALL BE FULLY =
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Z
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CNY PROJECT NO 10300
FID30114-0200431-103700-EO7685
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MAINSTAY WAY CENTERUNE ELEV 752 6E
BENCHMARK NO 2
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
FORTH OF THE PCCR OF SERRAN) RIDGE AT
COPPER RIDGE ROAD ELEV J65 51
850
11/,e/xoL�MwcD IN Rn1seD 1A— Coe
DATE REVISION BY
845
STORM DRAIN PLAN &
PROFILE
SD5 & SD3
840
MIADE O
SENDERA RANCH
BOULEVARD
83.1
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
830
Y4o IA
6060 No66 Gentrel Epl_—y Ph-4696210710
SUIs400
a75
D,,IMa, Texee ]5206 FRN-F-1386
DESIGN S TOSCGY LJA PROJECT NO
DRAWN' -RES NT600-0112
DALE OCT 2022
SCALE
9s
HORZ' 1' = 4820 V -
JAMIE SHELTON
gi2ggry- ,,�'
0
SHFET NO.
R3-47
815
11 14 20
OF 97 SHEETS
MQQ Z�
0 20 40 80
STA 0+42 50 LAT 4G—
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SENDERA RANCH BOULEVARI
CONNECT TO INLET
GAS SERVICE,�INCN
PAN STA .(31 50' RT) RANCH BOULEVARD
DOC. 200]-99539
SEND RA RANCH BOULEVARD DR 'IT
INSTALL — 1 10' RECESSED INLET
TO = 81801 FL = 81326
I _
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STA STA 190 IT 7 ( SENDERA RANCH BOULEVARD
DRAINAGE PAV STA 196+53 ]J (11 00' LT) VERTICAL BEND
EASEMENT SENDERA RANCH BOULEVARD END 33' BEGIN 24'
INSTALL 4' SO JUNCTION BO%
STA 0+15 00 LAT 2 (26,00
PAV STA RANCH BO U2 AR' LT)
SENDS RANCH BOULEVARD
INSTALL END & PLUG
STA 0+04.42 SD4=
STA 0+08 00 (4 42- RT) CULVERT A
INSTALL ID' WYE CONNECTION
(INSIDE CULVERT WALL) SD A
0+00 1+00 •J7 `T 2+00 3+00 4+00 5+00
830
825
820
f
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s
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v vvvwv v�iv.i v v
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PAN STA 189+7
2 (31
' RT)
SENDERA RANCHH BDDUFVNRLEVARD
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PRIVATE SWALE 2 N
TO BE HY UNTIL
70% TAHID PAN STA 1 RANCH
.BO (31SO' BOULEVARD
RT)
MAINTAIN UNTIL 70% TABLSHED SENDERA RANCH BOULEVARD p
STORM WATER FACILITY INSTALL — 1 10' RECESSED INLET
MAINTENANCE AGREEMENT TO = 830 23 FL = 525 98
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21 RCP A ROXIMATE LOCATION
EXISTING OVERHEAD ELECTRIC
LINES, CONTRACTOR TO
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