HomeMy WebLinkAboutContract 60711-CO1IPROJECT NAME
(CONTRACT:
ICFA #
ICITY PROJECT #
ICITY SECRETARY CONTRACT #
IFID #
IFILE #
INSPECTOR:
PROJECT MANAGER:
Developer
Cost
IORIGINAL CONTRACT
$1,073,257.19
(EXTRAS TO DATE
$0.00
ICREDITS TO DATE
$0.00
(CONTRACT TO DATE
$1,073,257.19
(AMOUNT OF PROP. CHANGE ORDER
$2,904.00
(REVISED CONTRACT AMOUNT
$1,076,161.19
TOTAL REVISED CONTRACT AMOUNT PER
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
MADERO PHASE 16
(UNIT 1) WATER, (UNIT II) SEWER, (UNIT III) STORMWATER, (UNIT IV) PAVEMENT, & (UNIT V) CHANGE
STREET LIGHTS ORDER No:
22-0186 I CITY PARTICIPATION] YES
104386
60711 1
FID # 30114-0200431-104386-EO7685
W-2897
William Toohey Phone No: 512-565-5090
Sandip Adhikari Phone No: 817-392-8424
WATER SEWER
City Cost Developer Cost
$138,231.81 $956,962.00
$0.00 $0.00
$0.00 $0.00
$138,231.81 $956,962.00
$0.00 $108,912.00
$138,231.81 $1,065,874.00
CONTRACT UNIT
PAVING
City Cost
Developer Cost
City Cost
$0.00
$3,391,141.50
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$3,391,141.50
$0.00
$0.00
($22,212.80)
$0.00
$0.00
$3,368,928.70
$0.00
UNIT $1,214,393.00 $1,065,874.00 $3,368,928.70
REVISED COST SHARE Dev. Cost: $7,138,399.89 City Cost:
TOTAL REVISED CONTRACT $7,276,631.70
DRAINAGE
Developer
Cost City Cost
$1,283,316.00 $0.00
$0.00 $0.00
$0.00 $0.00
$1,283,316.00 $0.00
$0.00 $0.00
$1,283,316.00 $0.00
$1,283,316.00
REVIEWED
By Sandip Adhikari at 9:44 am, Mar 27, 2024
lo
CSC No. 60711-CO1
STREET LIGHTS
Developer
Cost City Cost
$344,120.00 $0.00
$0.00 $0.00
$0.00 $0.00
$344,120.00 $0.00
$0.00 $0.00
$344,120.00 $0.00
$138,231.81
$344,120.00
CONTRACT
DAYS
260
0
260
0
260
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
CITY BID ITEM
PAY ITEM #
#
QUANTITY
6
3331.4115
(640)
7
3331.4116
(66)
12
9999.0004
25
13*
3331.4119
640
14*
3331.4120
44
PAY ITEM #
1
2
3
6
7
Asterisk (') indicates New Pay Item
CITY BID ITEM
#
QUANTITY
3211.0400
2.67
3211.0501
178
3212.0101
187
3291.0100
1
3292.0100
6
RESIDENTIAL INFRASTRUCTURE
UNIT II: SANITARY SEWER IMPROVEMENTS
CFW Unit
UNIT
ITEM DESCRIPTION
Price
LF
8" Sewer Pipe - SDR 26
$0.00
LF
8" Sewer Pipe, CSS Backfill
$0.00
LF
Steel Encasement
$0.00
LF
8" DIP Sewer Pipe - DI-C151
$0.00
LF
8" DIP Sewer Pipe, CSS Backfill
$0.00
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
CFW Unit
UNIT
ITEM DESCRIPTION
Price
TN
Hydrated Lime (30 Ibstsy)
$0.00
SY
6" Lime Treatment
$0.00
SY
6" Conc Pvmt
$0.00
CY
Topsoil
$0.00
SY
Block Sod Placement
$0.00
UNIT IV: PAVING IMP 20VEMENTS
REVIEWED
By Sandip Adhikari at 9:44 am, Mar 27, 2024
Developer
UNIT PRICE Cost
$62.00 ($39,680.00)
$72.00 ($4,752.00)
$320.00 $8,000.00
$162.00 $103,680.00
$182.00 $8,008.00
75 256.00
Developer
UNIT PRICE Cost
$245.00 $654.15
$4.00 $712.00
$50.00 $9,350.00
$28.00 $28.00
$9.00 $54.00
$10,798.15
City Cost
TOTAL
$0.00
($39,680.00)
$0.00
($4,752.00)
$0.00
$8,000.00
$0.00
$103,680.00
$0.00
$8,008.00
0.00
$75,256.00
City Cost
TOTAL
$0.00
$654.15
$0.00
$712.00
$0.00
$9,350.00
$0.00
$28.00
$0.00
$54.00
0.00
$10,798.15
Revised: 12-17-2018 Page 2
You are directed to make the following changes in the contract documents
RANCHO CANYON WAY MASTER INFRASTRUCTURE
UNIT II: SANITARY
SEWER IMPROVEMENTS
CITY BID ITEM
CFW Unit
PAY ITEM #
#
QUANTITY
UNIT
ITEM DESCRIPTION
Price
4
3331.4115
(250)
LF
8" Sewer Pipe - SDR 26
$0.00
5
3331.4116
(22)
LF
8" Sewer Pipe, CSS Backfill
$0.00
12*
9999.0004
32
LF
Steel Encasement
$0.00
13*
3331.4119
250
LF
8" DIP Sewer Pipe - DI-C151
$0.00
UNIT II: SANITARY SEWER IMPROVEMENTS
Asterisk (') indicates New Pay Item
REVIEWED
By Sandip Adhikari at 9:44 am, Mar 27, 2024
Developer
UNIT PRICE Cost
$62.00 ($15,500.00)
$72.00 ($1,584.00)
$320.00 $10,240.00
$162.00 $40,500.00
$33,656.00
City Cost
TOTAL
$0.00
($15,500.00)
$0.00
($1,584.00)
$0.00
$10,240.00
$0.00
$40,500.00
0.00
$33,656.00
Revised: 12-17-2018 Page 3
You are directed to make the following changes in the contract documents
SENDERA RANCH BOULEVARD MASTER INFRASTRUCTURE
UNIT I: WATER IMPROVEMENTS
CITY BID ITEM
CFW Unit
Developer
PAY ITEM #
#
QUANTITY
UNIT
ITEM DESCRIPTION
Price
UNIT PRICE
Cost
City Cost
1
TOTAL
5'
9999.0003
132
LF
4" PVC Schedule 40 Sleeve
$0.00
$22.00
$2,904.00 1
$0.00
$2,904.00
UNIT I: WATER IMPROVEMENTS
$2,904.00
$0.00
$2,904.00
UNI- 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
(6.71)
TN
Hydrated Lime (36lbslsy)
$0.00
$245.00
($1,643.95)
$0.00
($1,643.95)
2
3211.0502
(373)
SY
8" Lime Treatment
$0.00
$5.00
($1,865.00)
$0.00
($1,865.00)
3
3213.0105
(365)
SY
10" Conc Pvmt
$0.00
$86.00
($31,390.00)
$0.00
($31,390.00)
6
3291.0100
44
CY
Topsoil
$0.00
$28.00
$1,232.00
$0.00
$1,232.00
7
3292.0100
263
SY
Block Sod Placement
$0.00
$9.00
$2,367.00
$0.00
$2,367.00
11
9999.0025
(7)
LF
Construct Std. Pvmt. Header
$0.00
$25.00
($175.00)
$0.00
($175.00)
16
9999.0026
(2)
EA
Lane Legend Arrows
$0.00
$500.00
($1,000.00)
$0.00
($1,000.00)
18
9999.0028
(6)
EA
TYPE II-CR 4" RPM
$0.00
$6.00
($36.00)
$0.00
($36.00)
20
9999.0029
(100)
LF
REFL PAV MIRK TY I(W)(8")(SNG)(SLD)
$0.00
$5.00
($500.00)
$0.00
($500.00)
UNIT IV: PAVING IMP 20VEMENTS
($33.010.95)
$0.00
($33,010.95�
�
Asterisk (') indicates New Pay Item
I
�
REVIEWED
By Sandip Adhikari at 9:44 am, Mar 27, 2024
Revised: 12-17-2018 Page 4
REASONS FOR CHANGE ORDER This Revision pertains to right turn lane pavement removals, addition of sewer steel encasement, and addition of PVC sleeves on residential infrastructure, Rancho
Canyon Way, and Sendera Ranch Boulevard.
THERE IS NO IMPACT TO CITY COST PARTICIPATION ON THIS CHANGE ORDER FORM
RECOMMENDED:
LJA Engineering, Inc
Daniel 6014ten
By:
Daniel Mt- (Mar 2], 202410 40 CDT)
Name: Daniel Betten. PE
Title: Project Manager
Email: dbetten(a)lia.com
APPROVAL RECOMMENDED:
CFW - Water Department
�u Yaru�rl�zse-P.E
By. B.b,Varu -PE(Ma ], 203423:56 CDT)
Name: Suby Varughese
Title: Engineering Manager
RECOMMENDED:
CFW - *Contract Compliance Manager
By:
Name: Sandip Adhikari
Title: Sr. Professional Engineer
M&C Number: 23-0538
M&C Date Approved: 6/27/2023
APPROVED:
G TM Sendera, LLC
'Sst
By:
Bahk sei uel;Mai 27,202414:14 CDT)
Name: Bobby Samuel
Title: Director of Land Development
Email: bsamuel(ogreenbrickpartners.com
APPROVED:
CFW - Assistant City Manager
Dana Bu✓andaAc
By:
Dana B,,ghdoff (Mar 29`202416 05 CDT)
Name: Dana Burqhdoff
Title: Assistant City Manager
APPROVED:
Conatser Construction
l3av�� 1aa�iu
By: BrockBrock Hug 2410-s20 4 CDT)
Name: Brock Huggins
Title: President
Email: brock()conatserconstruction.com
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
Richard MCC2cken (Mar28, 20241642 CDT)
Y'
Name: Richard McCracken
Title: Senior Assistant City AttorneV
ATTEST
Contract Compliance Manager (Project Manager):
ti Rr
e
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.
Jannette S. Goodall
City Secretary
❑ There are NO City Funds associated with this Contract
There are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 5
I REVIEWED
By Sandie A661tratlaf 1-P., Mar OJ, 2024f
UNIT I -WATER
&SEWER IMPROVEMENTS
UNIT II -DRAINAGE
&PAVING IMPROVEMENTS
SHEET NO
DESCRIPTION
SHEET NO
DESCRIPTION
-�y E
39.
EXISTING DRAINAGE AREA MAP
R3-2
SHEET INDEX
®
R2-40.
INTERIM DRAINAGE AREA MAP
5
RAP�+IOR42 AL CONTROL PLAN
KEY MAP
41.
42.
OVERALL ULTIMATE DRAINAGE AREA MAP
ULTIMATE DRAINAGE AREA MAP
® 6
DEMOLITION PLAN
MAP
®
43.
R2-44.
ULTIMATE DRAINAGE AREA MAP
HYDRAULIC CALCULATIONS
®� R3-8.
R1-9.
OVERALL WATER PLAN
WATER PLAN
®
®
R2-45.
R2-46.
HYDRAULIC CALCULATIONS
HYDRAULIC CALCULATIONS
® R3-10.
WATER PLAN
47.
STORM DRAIN PLAN & PROFILE - LAT 1A, SO 2, LAT 2L & LAT 2J
11-11
® R3-12.
WATER PLAN
WATER PLAN
®
48.
R2-49.
STORM DRAIN PLAN & PROFILE - LAT 2G, LAT 2E, LAT 2D, & LAT 2D1
STORM DRAIN PLAN & PROFILE - SD4, LAT 4A & LAT 48
® R2-13.
R1-14.
WATER PLAN
WATER PLAN
®
®
R2-50.
R2-51.
STORM DRAIN PLAN & PROFILE - S05
STORM DRAIN PLAN &PROFILE - LAT SD, LAT SE & SD5
® R2-15.
WATER PLAN & PRO FlLE
52.
STORM DRAIN PLAN & PROFILE - SO 6
® R2-M
WA ER LA & ROFlLE
53.
54.
STORM DRAIN PLAN & PROFILE - SO 6, LAT 6A, LAT 613, &LAT 6C
STORM DRAIN PLAN & PROFILE - SO 7, LAT 7A & LAT 7B
® 3- 8.
R3-19.
ANI ARY SE R P AN & P OFIL - LIN A
SA ITA V S WER PLA & RO ILE - LI E F
F
®
®
R2-55.
R2-56
STORM DRAIN PLAN & PROFILE - SO 8 & SO 9
STORM DRAIN PLAN & PROFILE - SD11 & SD10
®
N F - N
E L
®
®
R2-57.
R2-58.
STORM DRAIN PLAN & PROFILE - SD11 & LAT 11A
STORM DRAIN PROFILES - LAT 4C, LAT 5A - 5C & LAT 6D - 6G
® R3-22.
SANITARY SEWER PLAN & PROFILE - LINE D
®
®
R2-59.
R2-59A
STORM DRAIN PROFILES -LAT 7C, LAT BA - SD, LAT BE, SD9, & LAT 11B
STORM DRAIN PROFILE - LINE PD1
24.
25
SANITARY SEWER PLAN & PROFILE - LINE D &
SANITARY SEWER PLAN & PROFILE - LINE E
LINE H
60.
DETENTION POND PLAN
26.
27.
SANITARY SEWER PLAN & PROFILE -LINE G
SANITARY SEWER PLAN & PROFILE - LINE I
®
R3-62.
GRADING PLAN
® R2-29.
PLAN & PROFILE - LINE I &
WATER DETAILS
LINE J
®
64.
R2-65.
GRADING PLAN
GRADING PLAN
® R2-30.
WATER DETAILS
®
66.
R2-67.
GRADING PLAN
PAVING PLAN & PROFILE - RANCHO CANYON WAY
® R3-32.
SEWER DETAILS
S&
PAVING PLAN & PROFILE - RANCHO CANYON WAY & LONESOME LANE
P
34.
GENERAL DETAILS
R3-]0.
PAVING PLAN &PROFILE - SENDERA RANCH BOULEVARD
35.
36.
ISWM CONSTRUCTION PLAN
ISWM CONSTRUCTION DETAILS
®
R2-72.
-
PAVING PLAN & PROFILE - TIRES TRACK TRAIL
3
CITY OF FORT WORTH GENERAL NOTES
73.
PAVING PLAN & PROFILE - HIERBA MORA DRIVE
3& 8.
GENERAL CONSTRUCTION NOTES
74.
75.
PAVING PLAN & PROFILE - HIERBA MORA DRIVE &DUST STORM TRAIL
PAVING PLAN & PROFILE - RANCHERO RODEO ROAD
76.
PAVING PLAN & PROFILE - RANCHERO RODEO ROAD & TAMBOR LANE
77.
PAVING PLAN & PROFILE - HORSESHOES POST ROAD
78.
79.
PAVING PLAN & PROFILE - RADRIVE
PAVING PLAN & PROFILE - CORRAL WEST
EST STREET
PAVING PLAN & PROFILE - MUSTANG CANYON DRIVE
'I
81
PAVING PLAN &PROFILE -CACTUS BLOSSOM BLVO
m®®
3- 3.
P VE N MAR ING LAN
8
A D L
85.
LIGHTING AND SIGNAGE PLAN
86.
87.
LIGHTING AND SIGNAGE TABLES
PAVING DETAILS
88.
PAVING DETAILS
89.
PAVING DETAILS
90.
91
PAVING DETAILS
PAVING DETAILS
92.
PAVING DETAILS
93.
SIDEWALK DETAILS
94.
95
BARRIER FREE RAMP DETAILS
STORM DRAIN DETAILS
96.
STORM DRAIN DETAILS
97.
98.
STORM DRAIN DETAILS
STORM DRAIN DETAILS
99.
STORM DRAIN DETAILS
100.
STORM DRAIN DETAILS
101.
102.
STREET LIGHT DETAILS
STREET LIGHT DETAILS
103.
STREET SIGN & POST DETAILS
104.
ISM CONSTRUCTION PLAN
105.
106.
ISM CONSTRUCTION DETAILS
ISM CONSTRUCTION DETAILS
107.
GENERAL CONSTRUCTION NOTES
I
CITY PROJECT NO 104386
RHO-h-below
3ENCHMARKS Callbef,,Oy,xdig.
';ENCHMARK NO 1.
OUARE CUT WITH 'x IN CENTER AT BACK OF CURB
BENCHMARK NO 2.
BOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE PCCR OF SERRANO RIDGE AT
�OPPER RIDGE ROAD. ELEV 765 5C
I
I
I
I
IR, Anonax or laaranoxusU=ooao II cx
MDATEa I��Omory OF aREVISION
SHEETINDEX
Madero
Phase 16
CITY OF FORT WORTH
DENTON & WISE COUNTIES, TEXAS
LJA IIdIMMI SYM1. LA
6000 NOM Central Expressway Phone 4696210710
SOIk400
Oallas,Tmea 75208 FRN-F-1386
DESIGN WRRIS WA PROJECT NO.
DRAWNHARRIS NT340-0112
OAIE - 2023
`+�P Y* s: SCALE
HORZ'
N/A
SHEET N0
ana R3-2
02 2T 2024 OF 107 SHEETS
RIGHT-OF-WAY
lx>/ / \ \ \ / / - ��_ _REMOVE POLY PIG ,Yt ---\ -* I f� \ N
\ '8 TO -BE -CONSTRUCTED
/ \ \ GBTM SEND RA, LLC 'Iy \� INSERT POLY PIG #9v III 20" STEEL ENCASEMENT SLEEVE PAVEMENT B-B ao
REMOVE POLY PIGS l \ CC�2020 - 132253 / \ `J SENDERA RANCH BOULEVARD 1/4 1/4 1/4 1/y a,T O
11 0 P R C D T CPN. 103700 F FIRE HYDRANT N
\ / I 1 WL101 t III X-27356 1 �- MT WMT PVMi - MT yl��-II� BEHIND CURB
REMOVE POLY PIG �8 LONE OME WNE 1 \ n II NOORXM g3'
\ \ 1 0 1 1\li5' SIDEWALK
/I TYPICAL WALK
j
21 2 23 24 25 2fi J 2 29 30 31 1 14 1 REMOVE OLY P G #9 STANDARD
INSERT POLY PIG �] \ \ CURB INLET I.-. 0 50 100 200 OZ
FUTURE MU TAG AN N V \ 2 PICAL
/ MADERO 2 I 3 m m
I \I ♦ J WASTEWATER MAIN STORM WATER MAIN O
/- 3 \ ,.,gym 3 ` (SOUTH & WEST) DRAIN (NORTH & EAST) LEGEND
REMOVE POLY PIG BJ < i^` PROPOSED BAN ITARV SEWER LINE
/ - 5 2� 2/1 21 20 19 18'ry 16 I 1 N I� TYPICAL UTILITY LOCATION PROPOSED SANITARY BE
MANHOLE—/ £ NOT TO SCALE EXISTING SANITARY SEWER LINE
15 a 1 / NOTE' EXISTING SANITARY SEWER MANHOLE O
III 10 5 /y\ SANITARY SEWER TO BE LOCATED AT CENTER OF LOT WITH WATER SERVICE 1'
�ni OFF PROPERTY LINE, UNLESS NOTED OTHERWISE, PROPOSED WATER LINE LLI
\ !� 20 i 3 \ \ (0) \ 14/� \ U g £1 III WATER AND SANITARY SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10' PROPOSED GATE VALVE �� Q
RTPOLY PIG �8 _SANITARV SERVICES TO OPPOSITE SIDES OF THE STREET SHALL HAVE A MINIMUM PROPOSED FIRE HYDRANT/ i�RJ 8 9 0 11 3, w \ /13 o ��NL ] 8 J % F I SEPARATION OF 5' AT MAIN y d
, 11I X �I�\ ExISiING WATER LINE
22 5 6 J 8 9 EXISTING GATE VALVE
- I% 1 p' EXISTING FIRE HYDRANT
TYP
23 9 ROW NON -ttPICAL SERVICE LOCATION O
INSERT POLY PIG\�5 8 1I III II� \ CURB-.� V \ ��
1 36 35 34 \33 32 31 3( \29 f 28 2J 2�Y5 �24
23 22 21 12-IV NL1 INSERT POLY PIG p6 FUTURE WATER LI�.L - _ I 1 — CITY PROJECT NO 104386/ R2EMOVE POLY PIG ;y5 /� � / i m ASEWER LINES -OD
a
25 IL_ II MADERO � CUR � I FID: 30114-0200431-104386-EOJ685 �
/ NO ' �- �� WATER MA GG
\ 26 \ / \ = SEWER BERJICE jyp SERVICE PSCO NO SA-B
\ \ / _ REMOVE POLY PIG 6\ J I_ TAMBO N� L —{ 1q t5 t6 1] t8 19
/ I Q26 I TYPICAL SERVICE LOCATION
4 5 �= ] \B�V➢/�11 13 14 15 16 1J 19 20 _ NOT TO SCALE
28 NLS a J25 I� NorEs: Itnowwna<5below.
c 1 ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO EXISTING 3ENCHMARKS'. Callbef,,OypNdig.
0 TO-B-CONSTRUC D 12" PVC-- WATERLINES
z III 29 INSERT POLY PIG #4 M E SN WATER LINE
24 BENCHMARK NO 1.
SENDERA RANCH BOULEVARD 2. THE WATER SYMBOLS ARE GRAPHIC IN NATURE ALL STATIONS CALL OUT
\ 36 35 34 33 32 31 30 2] 126 �25 2g 23 22/21 1 20 PN. 103J00 SQUARE CUT WITH 'x' IN CENTER AT BACK OF CURB
30 % \ O F THE EXACT LOCATION OF WATERLINE APPURTENANCES. JN SOUTH 510E OF SALINDA ROAD 2 45' WEST OF
UW REMOVE POLY PIG �4 -23-2J356
3. MAINSTAY WAY CENTERLINE ELEV 7526E
ALL WATERLINES ARE 8" AWWA C-900 DR-14 CUSS 200 UNLESS
z 31 \ / 19 III NOTED OTHERWISE
pz\ /, \ ARNNG... BENCHMARK NO 2.
/- 18 �22 'Lyy � .� APPROXIMATE LOCATION 4. WATERLINES TO BE EXTENDED 20' BEYOND GATE VALVES AT END OF BOUARE CUT WITH 'X' IN CENTER AT BACK T CURB
EXISTING WATER LINES, VORTH OF THE PCCR OF SERRANO RIDGE AT
CONTRACTOR TO VERIFY LINES COPPER RIDGE ROAD. ELEV 7655C
02— 1 LOCATION PRIOR TO
CONSTRUCTION 5. P 1 0 D TI Y HI NS P SS E
Q / 33 ¢-2 3 4` 5 / `8 9 0 11 12 13 14 15 16 II
RA HEI%TEi( E AD \ ;" ¢ 20 I m 6 TOTAL NUMBER OF WATER SERVICES TO BE INSTALLED
c 1" TYPE K COPPER RESIDENTIAL WATER SERVICE = 219
34 �` \ W MINERAL HOLDINGS, LLC 1" — K COPPER RESIDENTIAL WATER SERVICE FOR FUTURE LOT = 1 T—
/ JJJ�����1��AL-4 w 1 5" IRRIGATION SERVICE = 1 =
C. NO 2007 - 143]82
9 / 1 5" IRRIGATION SERVICE ON TO -BE -CONSTRUCTED SENDERA RANCH
INSERT POLY PIG 22 O.P.R C.D.T.
35 \ J �I BOULEVARD WATER LINE = 1
31 30 29/ 28 27 26 25 4 23 22 1A� 15 16 17 18 �I� - \
INSERT POLY PIG �1 G o I I T J. ALL FffTNGS ARE MECHANICPL JOINTS. UNLESS OTHERWISE NOTED.
\ / oa.zo(/�iuomory or lrzxlanox srm�crs a s�i[vfs cx
111\ ® Aly 8. CONTRACTOR TO VERIFY EXISTING UIILIIY LOCATIONS BEFORE MAKING "DATE 1 REVISION BY
p M V REMOVE POLY PIG �11 - iN \ I Z = / CONNECTIONS AND DEPTHS
12 �I 9, REFERENCE DETAIL SHEET 31 FOR WATER LOWERING STATION RANGE AND
L PROPOSED TOP OF PIPE ELEVATIONS AT INTERSECTING UTILITY
CROSSINGS OVERALL WATER PLAN
_
39 _ m 2 \ 12�fOi�'4�4 LOT 3X • SENDERA RANCHO LLC 10 THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN
J F PRIVATE /Y O CC#2021 - 194443 ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENARONMENTA
0 P R P R D C.T DUALItt (TIED) RULES AND REGULATONS FOR PUBLIC WATER SYSTEMS
3 \ - 13 / B m 1 �R vn E HOA/DEVELOPER IZ wl� 30 TEXAS ADMINISTRATNE CODE (TAC) CHAPTER 290 SUBCHAPTER D
OWNED AND WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS, THE MORE ,N
MAINTAINED Madero
I I STRINGENT RE UIREMENT SHALL BE APPLIED. CONSTRUCTION FOR PUBLIC
WATKINS FPMILY TRUST 4 J 4 1] HOA/DEVELOPER OPEN SPACE I O
41 9 OWNED AND 1 6M ACRES ICI / III WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEO's RULES AND
DOC. 2021 - 0804J I \ \/// MAINTAINED 1 m ARNING„• REGULATIONS FOR PUBLIC WATER SYSTEMS" ¶-
_ OP.R.W.0 T. 1 Q _\ I OPEN SPACE & (0�f/ I I I APPROXIMATE LOCATION Phase 16
1 42 5 I 6 5 Q I6 8 / DRAINAGE y EXISTING OVERHEAD ELECTRIC 11 ALL VERTICAL AND HORIZONTAL FffTINGS AND VALVES SHALL BE
EASEMENT LINES, CONTRACTOR TO DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST
TACK �AII /\ 2. 06 ACRES VERIFY LOCATION PRIOR TO BLOCKING, AND ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED
m J / 8- CONSTRUCTION TO SECURE ALL BRANCH VALVES TO FITTINGS, PER Cltt OF FORT WORTH
J' 'WL-�jr _ / WATER DESIGN CRITERIA 56.3 CITY OF FORT WORTH
e' REMOVE POLY PIG s10 / 1\ �j / V 12 ALL PROPOSED PRESSURE PLANE VALVES SHALL REMAIN CLOSED AT ALL DENTON Fc WISE COUNTIES, TEXAS
INSERT POLY PIG �3 6 B1 SENDERA, LLC TO -BE -CONSTRUCTED 16" PVC
I I 2 3 4 5 6 ] 8 1�)3 1 2 5 CG 202D - 132253 �$� 1 NSIV WATER LINE TIMES'
O.P R C.D T. - SENDERA RANCH BOULEVARD
FM I \ 0 ®p ® I / CPN. 103700 - 13 REFERENCE APPROVED WATER STUDY WSS-2020-1217
/ X-27356 uA
^'m
o INSERT POLY PIG p2 L— 14 FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT TEE, 6" GATE VALVES,
i8 REMOVE POLY PIG 02 SNNe 400 CenPel Expressway Phone 469 6210710
—1. STANDARD FIRE HYDRANT, AND ALL LEAD PIPES NECESSARY
- m pallee,Tmea T52Ofi FRN-F-1386
5 fir -I
1 — \ 1 __ III 55— REVIEWED DESIGN HN2R15 WA PROJECT NO.
�5 3 12fV 11 LL 10 8 I 6 \ ... 5 4 �3r- l
_ - V By Santlip AWb 1i aT ll:SJ pm, Mar OJ, 202d DRAWN' SENIW NT340-0112
„8 INSERT POLY P1C �11\ \---__-_\ C w
\ i I. ___
TABLE 5-2 PVC PIPE JOINT RESTRNNT _________________.
ry / o� H \\ \CARLY ANN CARTER II OF
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST �P s: SCALE
CITY OF FORT WORTH NOTES S ILLS NU tlL S /U I 48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
J� \ I (INCHEST PLVO VALVES A 90' 45' U 22 5' 11.25' \ OOC 2013 - 28993 1 D. I6ET HOR2 1" - 111'
563 RESTRAINED JOINTS -PLL VERTICAL AND HORIZONTAL I 8 88 FT 33 FT 14 FiN J Fi 4 FT _� o \\ ,O.P RI IT 1 FORT WORTH WATER DEPARTMENT 1-81J-392-44JJ ♦h V£RT ry/q
FITTNGS AND VALVES SHALL BE DESIGNED WITH RESTRAINED 1 12 126 Fi 45 FT 19 FT 9 Fi 5 Fi 3 o \ \\ I GBTM SENDERA, L. ATM08 GA8 1-800-545-fi005
x JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR CC#2020 - 132253 f
561 RADIUS OF CURVATURE/JOIN DEFLECTION -MINIMUM \ \ I RPRD.CT TXU ELECTRIC DELNERY 1-800-J11-9112 "sy./�/" O&• W SHEET NO
TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL RADIUS OF CURVE AND MAXIMUM DEFLECTION ANGLE OF PIPE \ \ I oNpL
E€ BRANCH VALVES TO FITTINGS TABLE 5-2 INCLUDES THE MINIMUM JOINTS WILL BE RESTRICTED TO 507 OF MANUFACTURER'S \ 1 b CHARTER COMMUNICATIONS 1-81J-509-62J2 Z O
- LENGTHS OF PIPE TO BE RESTRAINED FOR 8-INCH AND 12-INCH \ III FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-1234 CW4% RJ-O
RECOMMENDATION, AFTER WHICH THE USE OF HORIZONTAL OR
PVC WATER MAINS 02 37 302q
VERTCAL BENDS WILL BE REQUIRED. NO BENDING OF PIPE IS 1 FOR OTHER FACILITIES WWW TEXA5811 OFF OR I-800-545-6005
on ALLOWED. I I 1 OF 10] SHEETS
r _„
6+2365 WLJ= 50. STA 1+ A WL10 I NSTALL 96.05 WL10=�'-r
_ - - INSTALL. E- MENL BEGIN 8" WATERLINE - - J I
STA 4+J404 WI-9- 1 - 8" PLUG -- -- INSTALLATION WITHIN 1 - 8" PLUG DIY
_ _ _ _ TI 5 } 1 -FLUSH POINT
/ _------- 1 -FLUSH POINT)
'rvSIABL PLUG / REMOVE POLY PIG �I STA 1+39.96 WL10= m REMOVE POLY PIG &9 i4�
--� INSTALL I T III TI1`
REMOVE POLY PIG #8 J 15' WATER FACILITY EASEMENT _PVCSCHEDULE STA 2+98 OS WHO
LNI
/'�I STA 5+93 J1 WLJ= 404SLEEVES FOR IRRIGATION I
11 I N TALL q� E STALlAT1 LER (THIN 1 I I I
GATE VALVE \ EISTINNS G SLEEVE III III
&BOX WATER LOWERING #1 III
STA 3+]5 ]3 WI-9- I I I DETAIL I33 05 12-D162) 71,
11NSIA8" 11 25 HORIZ
BEND \ 1 J I II
STA 3+70J3 WL9- 7 8 WL10
wSTALL: iI 1+J
& Box GATE VALVE\\ LONESOME LANE
- -STA 5+fi6.i6 WLJ = /X
® \ STA 0+00 00 wltO \
STA 3+16.]] WL9= INSTALL. ,\ (� EXISTING 20" STEEL ENCASEMENT SLEEVE
STA 0+52 26 WLB= 1 - 8" X 8" TEE STA O+17 57 WL10= II SENDERA RANCH BOULEVARD
INSTALL I 11NS1 8L' 11.25' HORIZ INSERT POLY PIG i)9 INSTALL CPN 103J00
e" GATE VALVE I BEND 1 - B" GATE VALVE-X-2]356
& BOX 1 14 & BO% CONTRACTOR TO VERIFY LOCATION PRIOR
29 30 31 STA 0+00 00 WLB= TO CONSTRUCTION AND NOTIFY ENGINEER
1 TO ANY DISCREPANCIES
NTSTAL-G5I WL9= STA 5+13 71 WLJ=
1 - 8" X 8" TEE - INsiaLL
3 INSERT POLY PIG #7 I & BOX GATE VALVE I I I I I I
2 _
STA LL JO WLJ=
I I I
� I 2 INSIALL
I —
STA 2+47 46 WL9= 1 N -FIRE HYDRANT ASSEMBLY
MUS AI.ANYUN KIVt 1 11' WL NPLL III (COFW DETAIL �D120)
1 y 8" GATE VALVE
& BoxF
- \ 3 12 E: ]05095].9353
INSTALL 9045J22
2-4" 33 LF WC SC EDULE II
_ - _ 0 SLEE ES FOR
IRRI TOR
17 16
NOTES
1. ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO
V/
111
,1
EXISTING WATERLINES
2 THE WATER SYMBOLS ARE GRAPHIC NATURE ALL STATIONS
U
N
CALL W OUT THE EXACT LOCATION OF WATERLINE APPURTENANCES
O
3 ALL WATERLINES ARE C-900 DR-ta CLASS 200
�]
UNLESS NOTED OTHERWISE.
WI
Q
4 WATERLINES TO BE EXTENDED 20' BEYOND GATE VALVES AT
N)
END OF LINES
H
Z
5 PROJECT IS LOCATED ENTIRELY WITHIN NS III PRESSURE PLANE.
m
ICES TO BE INSTALLED
PPER L WATER SERVICE = 219PPER
OF W=IN�.
0 20 40
BO O
L WATER SERVICE
�� m
LOT =N SER
I.ALLNINGSARE
LEGEND
N SERO-BE-CONSTRUCTED SENDERA
BOULEVR LINE = 1
PROPOSED SANITARY SEVER LINE
PROPOSED SANITARY SEWER MANHOLERE
MEJ INTS. UNL SS HE WIS
EXISTING SANITARY SEWER LINE —
NOTED.
EXISTING SANTARY SEWER MANHOLE O
8 CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS BEFORE
MAKING CONNECTIONS AND DEPTHS
PROPOSED WATER LINE
PROPOSED GATE VALVE �� W
9 REFERENCE DETAIL SHEET 31 FOR WATER LOWERING STATION
PROPOSED FIRE HYDRANT + Q
EXISTING WATER LINE _
RANGE AND PROPOSED TOP OF PIPE ELEVATIONS AT
INTERSECTING UTILITY CROSSINGS
EXISTING GATE VALVE
10 THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN
EXISTING FIRE HYDRANT
.L
NON -TYPICAL SERVICE LOCATION 4�
ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON
ENVIRONMENTAL DUALITY (TCEO) RULES AND REGULATIONS FOR
INSTALL WATER SERVICE WITHOUT METER Q
PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC)
d'
CHAPTER 290 SUBCHAPTER C WHEN CONFLICTS ARE NOTED
WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT
W
PROJECT NO 104104
SHALL BE APPLIED CONSTRUCTION FOR PUBLIC WATER
-0200431-04CITY
F 30114 386-EO7685 Q
SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEO'S RULES
AND REGULATIONS FOR PUBLIC WATER SYSTEMS"
%-2ID:
11 ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE
W-28979J
MAPSCO NO 5A-B
DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE
THRUST BLOCKING, AND ANCHOR TEES OR ANCHOR COUPLINGS
SHOULD BE USED TO SECURE ALL BRANCH VALVES TO
FITTINGS, PER CITY OF FORT WORTH WATER DESIGN CRITERIA
5 6.3
vp
STA 0+44.63 WL8= 4 11 12. ALL PROPOSED PRESSURE PLANE VALVES SHALL REMAIN
INSTPL y CLOSED AT ALL TIMES.
_ DETAIL 1 - FIRE HYDRANT ASSEMBLY
(GORY Z
STA 0+42 45 WL6- 13 REFERENCE APPROVED WATER STUDY WSS-2020-1217
�ApIL �D12D) O Irvs ALL I I I I I I
lJ 1 MO 1 FIRE HYDRANT ASSEMBLY III 14 FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT TEE, 6"
W0® 15 z (COPY/ DETAIL 'D12G) GATE VALVES, STANDARD FIRE HYDRANT, AND ALL LEAD PIPES
w
(n
W
Z
J
NATSA3 0448 WL6= J
- -`
LL
Q 1 - 8" GATE VALVE
1 L &
WATER LOWERING
(COPY/ DETAIL #33 OS 12-D162)62) /
6.2
5 1
�8" Wo l
LJ
AD.
28 27 2 25
1\TER LOWERING 12
(COFW DETAII #33 05 12- 162)
5 3 z 10 O 1NECESSARY.
0 5 STA 0+32 45 WL6=
WATER LOWERING AlJ 11NSI $L DATE VALVE
i & Box
(COFW DETAIL 13
179,95 -12-D162) I STA 2+uu uu wLv ® a 6 = 9
INSTALL' 6 0®
1 - B" % 8" TEE
INSERT POLY PIG $8 / STA 'o+o0 00 WI-1-NSA p2L5245 WL61=' INSTALL
IN - 8" X 8" TEE
J I1 HIRE HYDRANT ASSEMBLY 8 SERT POLY PIG #5
(COFW DETAIL KD120)
] STA A1LL 02.5E WLJ=1
1 - 8" GATE VALVE/
& Bo
yyx I
/ T @ I
AI WY \IkFFI TIII R" WILE -
�T
L� OM
r
I LDWt rcl c p14 I
(COTW DETAIL #33 OS t2-Dt62) I
f 4 9 I
24 22
I I
1
STA 2144
4490 WL6=
GATE VALVE y
& BOX '
MATCH LINE SHEET R3-12
REVIEWED
l By Sa - AdhlkalaT-55pm,Mar05,2024J
II
I
I
II
II
II
II �
III
11
RIGHT-OF-WAY
II
II
II
PAVEMENT B-E1/4
rvM4 rvM rvM4i uM4
BEHIND
CURB
NORM 3'
MAX 9'
I I
II
y'I S DEWALK
_
'i ��a _
1'
III
TYPICAL
Iit
II STANDARD
CURB
J---
'� II
5'
WALK
-
_ }'
II I
INLET
PI AL
WASTEWATER MAIN STORM
WATER MAIN
(SOUTH & WEST) DRAIN (NORTH & EAST)
i li
iI
TYPICAL UTILITY LOCATION
NOT TO SCALE
NOTE
SANITARY SEWER TO BE LOCATED AT CENTER OF LOT WITH WATER SERVICE 1'
OFF PROPERLY LINE, UNLESS NOTED OTHERWISE
WATER AND SANITARY SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10'
r+j
I
SANITARY SERVICES TO OPPOSITE SIDES OF THE STREET SHALL HAVE A MINIMUM
T
I
II
II
III
II
SEPARATION OF
ROW
5' AT MAIN
5
6 �J
t0'�,I �jl\�I
0 8 9
KEY MAP
1 " = 600'
CURB-� f
WATER L-
SEWER LINEIN: �� r -
C=_f 1�
ROW WATER
1 0' SERVICE
la
SEWER SERVICEttP
5 16 J t8 9
TYPICAL SERVICE LOCATION
NOT TO SCALE
NOTE, THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
CHARTER COMMUNICATIONS 1-817-509-6272
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
FOR OTHER FACILITIES WNW TEXAS811 ORS OR 1-800-545-6005
RNowwHaTsbelow.
3ENCHMARKS C,IIbGf—YOry dlg.
3ENCHMARK NO 1.
SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB
3ENCHMARK NO 2.
SONARS CUT WITH 'X' IN CENTER AT BACK OF CURB
JORTH OF THE PCCR OF SERRANO RIDGE AT
�OPPER RIDGE ROAD. ELEV 765 5C
I�
�ozl' 111 APOIFn' o Fs n s E II
�DATEs ':.VA,
BY
WATER PLAN
Madero
Phase 16
CITY OF FORT WORTH
DENTON & WISE COUNTIES, TEXAS
Y10
0Nh enPe pressway
SOM400
Su.
Phone 469 fi210]10
Dallee,Tmas J5206
DESIGN FAFRIS
DRAWNSENIW
FRN-F-136fi
LJA PROJECT No.
N140-0112
OF
;`+�P
CAPE T 2-
SCALE
HORZ' 1' = 40'
N/A
<sUOf+'N
SHEET NO
anm
02 2J 2024
R3-10
OF 107 SHEETS
NOTES.
1 ALL CLEANING WYES TO BE REMOVED WHEN CONNECTING TO
!l �� EXISTING WATERLINES (V
_ � R 1 —9 ] R3— 1 C) 2� CALL OUTRT E EXACT LOCATION OF SPMBOLS ARE GRAPHIC(WATERLINE APPURTENANCES.
N NATURE ALL STATONS
TO -BE -CONSTRUCTED 12° PVC O
NSIV WATER LINE _ �1T 3. ALL WATERLINES ARE AWWA C-900 DR-14 CUSS 200 N
SENDERA RANCH BOULEVARD - —_ UNLESS NOTED OTHERWISE
SE Q
CPN 103]00 rF
X-2J356 R END OF LINES,
3— 1 2 q WATERLINES TO BE EXTENDED 20' BEYOND GATE VALVES AT N)
m Z
CIIE
LO TE M LY IT N III ES RE LANE
XN A ER OF WATER SERVICES TO BE INSTALLED m
1 uc RZ—L11yy3 R 1 — 1 Y COPPER RESIDENTIAL WATER SERVICE = 219 0 20 40 80 OZ
MATCH LINE SHEET R3— 1 0 2 1 Al'I W LLLLjE OPOTER RESIDENTIAL WATER SERVICE �� O
STA 0105.01 WV= / TION SERVICE = I LEGEND
y2_TION SERVICE ONTO-BE-CONSTRUCTED SENDERA PROPOSED SANITARY SEWER LINE
1N` 1' X 8" REDUCER KEY MAP H BOULEVARD WATER LINE = 1 PROPOSED SANITARY SEWER MANHOLE —� —
/ ]. ALL FITTINGS ARE MECHANICAL JOINTS, UNLESS OTHERWISE EXISTING SANITARY SEWER LINE —
STA 1+ U.DU 12-IN WL1= _ — s[I 1 " = 600 cD
NOTED EXISTING SANITARY SEWER MANHOLE O
INSTALL UU.UU WL/= 3 -2' E S 8, CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS BEFORE PROPOSED WATER LINE
WATER LOWERING N 1 I - 12" % 12' TEE PROPOSED GATE VALVE �� W
REMOVE POLY PIG N6 FOR WL1 PLAN & MAKING CONNECTIONS AND DEPTHS.
(COIW DETAIL 033 Ii5 12-D162) _ PROF _ PROPOSED FIRE HYDRANT Q
20 .�\ $ 26 \ 9. REFERENCE DETAIL SHEEP 31 FOR WATER LOWERING STATION EXISTING WATER LINE _
13 15 16 17 18 19 RANGE AND PROPOSED TOP OF PIPE ELEVATIONS AT
I y1 INTERSECTING UTILITY CROSSINGS EXISTING GATE VALVE �v ¢ W
_ EXISTING FIRE HYDRAMN
WI LK LOWERING N9 I 10. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN NONTYPICAL SERVICE LOCATION
(COFw DETAIL N33 OS t2- 162) ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON
_ ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR NSTALL WATER SERVICE WITHOUT METER Q
25 PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) D_'
CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED W
WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT
_ — — CITY PROJECT NO 104104
HAI A- 2• SHALL BE APPLIED. CONSTRUCTION FOR PUBLIC WATER FID: 30114-0200431-104386-EO]685 386 Q
sl SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEQ'S RULES XID 3011
f� AND REG608
ULATIONS FOR PUBLIC WATER SYSTEMS" W-289]
O 11 ALL VERTICAL PND HORIZONTAL FITTINGS AND VALVES SHALL BE MAPSCO NO 5A-B
WATER LOW RING N10 2q DESIGNED WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE
(COFW DETAL N33 05 R2-D162) THRUST BLOCKING, AND ANCHOR TEES OR ANCHOR COUPLINGS
3 J' STA 2+92 98 12-IN WL1= SHOULD BE USED TO SECURE ALL BRANCH VALVES TO
FITTINGS, PER CITY OF FORT WORTH WATER DESIGN CRITERIA v STA 0+3248 WLS= STA + WL B.G.3.
27 26 25 24 23 22 21 IN TALL 20 STA O+GCOU WL5= wNowwbaTs below.
`,� INSTALL 12 ALL PROPOSED PRESSURE PLANE VALVES SHALL REMAIN
& Box GATE VALVE I - T2" % 8' TEE III — CLOSED AT ALL TIMES 3ENCHMARKS'. Gallbefureyau dig.
_ r INSERT POLY PIG N4
y 23 13. REFERENCE APPROVED WATER STUDY WSS-2020-1217. IENCHMARK NO 1.
T STA 0+04 99 WL4= ,QUARE CUT WITH 'X IN CENTER AT BACK OF CURB
STA 0+32 50 WL4= Iry ALL 14. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT TEE, 6" IN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
INSTALL. 19 1 - 12' % 8" B—CER GATE VALVES, STANDARD FIRE HYDRANT, AND ALL LEAD PIPES IAINSOUTTAY WAY CENTERLINE ELEV J52 6E
W WATEF LOWERING Ne 1 - 8" GATE VALVE NECESSARY
_ (COFM DETAIL N33 O`. 12-D162) & BOX I IE� BENCHMARK NO 2.
U) \ RIGHT-OF-WAY '>QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
STA 6+28 )5 WL4= 22 _ _
W STA 0+00 00 1L11= �I 0® r NORTH OF THE POOR OF SERRANO RIDGE AT
INSTALL I -OFFER RIDGE ROAD. ELEV 765 5C
Z 1 - 8" X 8' TEE 18 �o
J INSERT POLY PIG N10 1FI PAVEMENT B-B r II
NTSAA6L 10.55 WL4= WAFER LOWER( G X6 II
= (COFw DETAIL !33 O5 12 D162) rvmgl TSTOR.
BEH HYDRANT1- 8" GATE VALVE 21 BEHIND CURB
N- MAX 9'12 13 14 15 16 1] _l 5' SIDEWALKTYPICAL5 STANDARD ��___ WALK -2 %-1 ��D RIGATN4X ---1Wn°rv°2' CURB INLETDATE on o` aREVISION BY
20NPICAL qIm N. ]050159.4]60 WASTEWATER MAIN `� WATER MAIN
6 �N H R� N 4 E 2-69t0.9950 (SOUTH & WEST) D DRAIN (NORTH & EAST) WATER PLANT
4_8-WL§ LULU VAU 8" WL4 7F51ALL:
3s•— - ° Er we sCEtu� \ TYPICAL UTILITY LOCATION
SLE IRRIG<TION NOT TO SCALE
NOTE.
STA 0+32 50 WL11= y SANITARY SEWER BE LOCATED AT CENTER OF LOT WITH WATER SERVICE 1' STA
Madero
INSTALL1'9 T — OFF PROPERTY LINE.
AYll. UNLESS NOTED OTHERWISE
1 - 8" GATE VALVE _ STA 2+61 54 WL4= WATER AND SANITARY SEFMCES SHALL HAVE A MINIMUM SEPARATION OF 10'
& BOX 22 14 15 16 1J 18 IINSTAB- 45- HORIZ SANITARY SERVICES TO OPPOSITE SIDES OF THE STREET SHALL HAVE A MINIMUM Phase hase 16
3 BEND £ SEPARATION OF 5' AT MAIN
STA 2 `FlwpL' y_Anu+p899 WL3= IVSi LL 8]65 WLq= J 8II 9
} 1 FIRE HYDRANT ASSEMBLY 1 - 8' 45' HORIZ ttP Zr CITY OF FORT WORTH
iN (COFW DETAL ND12C) BEND Row IL f - III DENTON & WISE COUNTIES, TEXAS
21 13 WATER LO RING NJ CURB-.
(CORM DETAI N33 05 12-D162) WATER LIN:
SEWER LINE T —
MATCH LINE SHEET R1-14 Rows � � `WATER S6Ra w Pw"a as9 s2
�I SERVICE SUIk400
SEWER SERVICE NP pallea, Texas J520fi FRN-F-136fi
14 15 16 1J 18 19
TYPICAL SERVICE LOCATION °ESM" HARRIs LJA PROJECT No.
NOT TO SCALE DRAWNSENIW NT340-0112
ONE W 2023
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ♦htP Y- Se.
REVIEWED 1 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. 'ALE
ByS-dip Adhikad.F11:5J pm, Mar O, Z. FORT WORTH WATER DEPARTMENT 1-B1J-392-44]] HORZ' '=W'
ATMOS GAS 1-800-545-fi005 V£R1 N/A
T%U ELECTRIC DELIVERY 1-800-J11-9112 �L/,C`EHsW SHEET NO
CHARTER COMMUNICATIONS 1-81J-509-62]2 riot Z FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 �. R3 — 1 2
FOR OTHER FACILITIES WWW.TEXAS811 ORG OR 1-800-545-6005 02 2J 2024
OF 107 SHEEF6
TRES TACK
LINE A
1+00 2+00
0+00
845
840
830
e 825
€3 820
n8
815
3+00 0+00
845 840
840 835
835 830
830 825
825 820
820 815
815 810
810 805
1
LEGEND
PROPOSED SANRARY SEWER LINE
1I NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EING IN THIS AREA
XCAVAT
PROPOSED SANTARY SEWER MANHOLE •
FORT WORTH WATER DEPARTMENT
Y
1-817-392-4477
—
EXISTING SANITARY SEWER LINE N
ATMOS GAS
1-B00-545-6005
EXISTING SANITARY SEWER MANHOLE OO
TXU ELECTRIC DELIVERY
1-800-J11-9112
PROPOSED WATER LINE
N CHARTER COMMUNICATIONS
1-817-509-6272
PROPOSED GATE VALVE �� J
FORT WORTH TRANSPORTATION/PUBLIC
WORKS 1-817-392-1234
PROPOSED FlRE HYDRANT
FOR OTHER FACILITIES
WWW.TEXAS811.ORG OR 1-800-545-6005
WATHT
EXISTING ER LINE H
TU■'
EXISTING GATE VALVE Z
�'
EXISTING FIRE HYDRANT
MATCH U
STA 5+00
NON- PICAL NICE LOCATION Z
�I
.F
NOTES.
DO
1B
1. ALL SANITARY SEWER PIPE SHALL BE 8'
O
SDR-26 UNLESS OTHERWISE NOTED.
2 ALL SANITARY SEWER SERVICES SHALL BE 4"
SDR-26 UNLESS OTHERWISE NOTED. INSTALL
L
21
PER TYPICAL SERVCE LOCATION DETAIL ON
SHEEP 17 CO
14 15 16
17
_
_
3 ALL SANITARY SEWER MANHOLES SHALL BE
INSTALLED WITH MANHOLE LID ASSEMBLY PER
I,4
DETAIL 0219 ON SHEET R3-32
^I
_ f �
—
SA20 TARY SEWER SERVICE
NI
TOTAL NUMBER OF SOR-26 SERWCES TO BE <
INSTALLED _
1 SEWER SERVICES W
SERVICE FOR NTURE LOT
®
TO CONNECT ABOVE
5. SEE GENERAL NOTES ON SHEEP 38 FOR
SEWER MANHOLE SOFFlT
MOWING AND DISTURBANCE TO EXISTING RIGHT O
8 2
OF WAYS DURING CONSTRUCTION
7—~
W
W
\� 19
Q
PROJECT NO 104 TO 1
30114-0200431-104386-EOJ685
X-
X-2897
18
y
T
MAPSCO NO SA-B
mpsco
14 15 Ifi 17
�I
18
RN0wwH54'91}(*.IJ7W.
BENCHMARKS GallhOf—y-Atg.
TA 12+73.10 LINE D=
STA 3+5952 LINE F=
BENCHMARK NO t
'X'
TA 0+0000 LINE F=
PAV STA 9+81.06 (21 .91' RT)
SQUARE CUT WITH IN CENTER AT BACK OF CURB
'AV STA 6+32 St (] 50' RT)
ANCHERS RODEO ROAD
TALL STD 4' DIA MAN
RANCHERO RODEO ROAD
INSTALL STD 4' DIMANHOLE
I
REVIEWED
ON SOUTH SIDE N RLINESALINDA ROAD 1 45' WEST OF
'AAINSTAY WAY CENTERLINE ELEV J52 6E
lBy Santllp Atlhlkarl at 11:53 pm, M1iO3, 3021
BENCHMARK NO 2.
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE POOR OF SERRANO RIDGE AT
D LIDN E F 3+00
00
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LINE A & LINE F
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W CITY OF FORT WORTH
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820 IA
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L \ DI(LSY7 OESIgJ HIRRIS WA PROJECT NO
SOF 3-32 F IET�) / OI
NT340-0112
/1 DA E JAN 2023
s SCALE
810 DA_IEL J BETTEry HORZ I' = 40'
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I SHEET NO
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LEGEND
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST PROPOSED SANITARY SEWER LINE
F 48 HOURS PRIOR TO EXCAVATING IN THIS AREA, PROPOSED SANITARY SEWER MANHOLE —0 — N
FORT WORTH WATER DEPARTMENT 1-81J-392-44]] EXISTING SANITARY SEWER LINE —
ATMOS GAS 1-800-545-6005 EXISTING SANITARY SEWER MANHOLE
_ I iXU ELECTRIC DELIVERY 1-800-]I1-9112 PROPOSED WATER LINE
1 CHARTER COMMUNICATIONS 1-817-509-6272 PROPOSED GATE VALVE �� 0
0 20 40 80 II I -III FORT WORTH TRANSPORTATION/PUBLIC WORKS 1_81 7-392-1234
PROPOSED FIRE HYDRANT
L—� wi—Ji
FOR OTHER FACILITES WWW TEXAS8110RG OR 1-800-545-6005 EXISTING WATER LINE H
EXISTING GATE VALVE Z
STA to+2316 LINE F=
STA 6+0000 LINE E- STA 0+19. 5 LINE 1= EXISTING FlRE HYDRANT
STA 6+3952 LINE F= STA STA 5+5 LINE F= PAN STA IOSSOM (J.aJ' LT) � z
PAN STA 2+22.50 (] 23' LT) PAV STA 5+02 33 (7.55' LT) CACTUS BLOSSOM BOULEVARD NON- TYPICAL SERVICE LOCATION
CACTUS BLOSSOM BOULEVARD CACTUS BLOSSOM BOULEVARD END & PLUG 8' PVC NOTES.
INSTALL STD 4' DIA MANHOLE INSTALL STD 4' CIA MANHOLE 1KEr MAP 600' 1. ALL SAJITARY SEWER PIPE SHALL BE 8° m
- _ =RBT f4 D:IVE CORRAL V+�T STREET N:SOME LIE SDR-26 UNLESS OTHERWISE NOTED.
—
_ 2 Al SANITARY SEWER SERVCES SHALL BE 4'
r_ _ - _ _ _ _ _ _ _ _ - QO _ - — — SDR-26 UNLESS OTHERWISE NOTED INSTALL
I— _ _ _ PER T CAL SERVICE LOCATION DETAIL ON
SHEE 1J D
19 20 20 21 8 9 10 11 12 13 14 3 ALL SANITARY SEWER MANHOLES SHALL BE
INSTALLED WITH MANHOLE LID ASSEMBLY PER ILL,
0 DETAIL D219 ON SHEET R3-32 (�
4 TOTAL NUMBER OF SDR-26 SERVICES TO BE _
/ - - _ - 50' ROW EASEMENT INSTALLED SEWER SERVICES
1 SERVCE FOR FUTURE LOT
1(T , a a \ V a' I 5 SEE GENERAL NOTES ON SHEET 38 FOR
`8—� MOWING AND DISTURBANCE TO EXISTNG RIGHT
)_hOM SOUL V,�iD LINE / : OF WAYS DURING CONSTRUCTION 0
_ CITY PROJECT NO 86
FID: 30114-02004311043-10-LB-E07685
2890J8 W
MAPSCO NO 5A-B
F'2 23 24 25 26 9 8 J 6 5 4 3 2 1
/ 3ENCHMARKS o CallMeaey,.dig.
.AM-R INE STA 13- J9 84 LINE F= IC//
PAV STA 9+62 84 (J 55' LT) BENCHMARK NO 1.
CACTUS BLOSSOM BOULEVARD 30UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
INSTALL STD 4' Dw MANHOLE 3N SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
REVIEWED MAINSTAY WAY CENTERLINE ELEV 752 6E
l By Santlip Atlhikan at 11:63 pm, Mar 03, Z024
BENCHMARK NO 2.
30UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
LINE IF
Vo OF THE PCCR OF SERRANO RIDGE AT
�OPPER RI
OCE ROAD. ELEV 765 5C
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J a " c� ' I F���6 q� P -�- - - _- DENTON &WISE COUNTIES, TEXAS
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SLILLO L.400 CenPel Expressway PMne 469 6210710
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■�I� NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
■ 0 20 40 60 48 HOURS PRIOR TO EXCAVATING IN THIS AREA
LJI
■Y �— FORT WORTH WATER DEPARTMENT 1-811-392-4411
ATMOS GAS 1-800-545_6005
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FOR OTHER FACILITIES WWW TEXA5811 ORG OR 1-800-545-6005 PAV STA 45 (23.01' LT)
RANCHO CANYON
WAY
STA 0+20 00 LINE D= INSTALL STD 4' DIAIA
MANHOLE
PAv STA 53+06 28 (23 00' LT)
RANCHO CANYON WAY
CONNECT TO THE
TO -BE -CONSTRUCTED
MADERO PHASE 1 STA 3+50 01 LINE D- ISEY�fAE
a" SEWER LINE
CPN 1034J9 PAV STA 01 LINE
E (2300' LT)
X-2J103 RANCHO CANYON WAY
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PROPOSED SANITARY SEWER NNE
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STA J+96 76 LINE D= EXISTING SANITARY SEWER LINE — — N
STA 0+00.00 LINE B= EXISTING SANITARY SEWER MANHOLE 0°
PAV STA 8+22.50 (7.50' RT) O
TRES TACK TRAIL PROPOSED WATER LINE
INSTALL STD 4' DIA PROPOSED GATE VALVE �♦— O
DROP MANHOLE PROPOSED FIRE HYDRANT + 0
W/ CORROSION PROTECTION
EXISTING WATER LINE InEXISTING GATE VALVE Z
EXISTING FIRE HYDRANT ¢ O
NON -TYPICAL SERVICE LOCATION Z
STA 8+59 48 LINE D= NOTES.
PAV STA B+Bfi 90 (318' LT) DO
TRES TACK TRES TACK TRAIL 1. ALL SANITARY SEWER PIPE SHALL BE 8' O
TRAIL INSTALL To 4' DIA MANHOLE SDR-26 UNLESS OTHERWISE NOTED.
2 ALL SANITARY SEWER SERVICES SHALL BE 4"
/ SDR-26 UNLESS OTHERWISE NOTED. INSTALL
01 PER TYPICAL SERVCE LOCATION DETAIL ON
SHE E 1] 10
3 ALL SANITARY SEWER MANHOLES SHALL BE
0 INSTALLED WITH MANHOLE LID ASSEMBLY PER W
16 17 O DETAIL 1219 ON SHEET 13-32
B + 4 TOTAL NUMBER OF SDR-26 SERWCES TO BE Q
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BENCHMARK NO 1
SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB
ON SOUTH SIDE OF SALINDA ROAD 1 45WEST OF
9AINSTAY WAY CENTERLINE ELEV 752 6E
REVIEWED
By Sandlp AdhlkaTlaT11:53pm, Mar OJ,
102d
10+00
BENCHMARK NO 2.
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
NORTH OF THE POOR OF SERRANO RIDGE AT
EOPPER RIDGE ROAD. ELEV 765 5(
9+00
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PROPOSED CONCRETE PAVEMENT
Ev1s3399t�t TRENCH WATER STOP 330570-D006 330575-0074 STANOARDSANRARYSEWERMANHOLE 3339
10/20-020f AROUND MANHOLE (CONE) 10120-D208
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CITY PROJECT NO 104386
no' 30114-0200431-104386-EO7685
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W-289T
MAPSCO NO 5A-B
BENCHMARKS Gallnef0+eY-Aij.
BENCHMARK NO 1
SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB
aa.caDeD:rsu3v.
NORTH OF THE PCCR OF SERRANO RIDGE AT
�OPPER RIDGE ROAD. ELEV 7655C
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SEWER DETAILS
Madero
]Phase 16
CITY OF FORT WORTH
& WISE COUNTIES,
TEXAS
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11 INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT ]1.3 SPOT ELEVATION
YI REV�EN/E C R Z- G R 3- 6 Z EMEND INTO THE RIGHT-OF-WAY. N
I By SaCWIpA HORSESHOE POST ROAD SWAILE,CROSS u� ' 2 THE MAINTENANCE T PROPER WALLS SHALL BE THE 71 3 EXISTING SPOT ELEJATION
SEE SHEET ]J FOR CROSS THE NREIANINV OF THE PROPERTY OWNER ON WHICH
SECTION AND CALCULATIONS � THE RETAINING WALL IS LOCATED FP FINISHED PAD ELEVATION 0
_ 3 RETPNING WALLS GREATER THAN 15' IN HEIGHT REQUIRE
MAX 4 1 SEPARATE BUILDING PERMITS RETAINING WALLS GREATER TC TOP OF CURB
N I SLOPE �I _ P F PAVEMENT
DRiMNAGEASEMIENT -' I \\� I ` = OR GEOTECHNICAL ENGINEER. F TEXAS STRUCTURAL EG EXISTING GROUND Z
64 THAN 24" IN HEIGHT REQUIRE PLANS SIGNED STRUCTURAL
E EDGE 0
T � SEALED By A LICENSED STATE 0 �
MAX 41 1 -_= EXISTING STORM DRAIN SYSTEM z
SLOPE �--4-----a------ ------ - ---- - R2-65 66 aow ARRow
N1
--- 1. TYPICAL PAD SIZES ARE 40' X JS' UNLESS DIMENSIONED ES EXPOSED BEAM
__ _-- _OTHERWISE DO
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0 20 40 80 j _________ _____- -� + KEY MAP FINISHED PAD (FP) O
_ RIGHT-OF-WAY / / 3 FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE T PROPOSED GROUND ®TOP OF WALL
EASEMENT _ I I 11 - 600100 YEAR PLOOOPWN ELEVATION B PROPOSED GROUND 0 BOTTOM OF WALL
rc 4 FINISHED PAD MUST BE 03' ABOVE THE HIGHEST POINT ON
1" WIDE MAINIENANCE j o - � E PROPOSED GROUND ® END OF WALL (D
I / / o 3 TYPE 'A' LOTS
ACCESS RAMP o 15% u z
1 _ MAX SLOPE P 5 A MAXIMUM DRIVEWAY SLOPE OF 12% PROPOSED STORM GRAIN SYSTEM
16. MAXIMUM GRADE DEAM EXPOSURE SHALL BE 18' ILL
]. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. PROPOSED RETAINING WALL
8. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE INDICATES SIDE OF LOT WHERE _
�• ``\ _ • LOT UNLESS OTHERWISE SHOWN
AORIVEYlAV MUST BE LOCATED
1L l' 9 LL ORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL W
�T36 6 �35.9 35 1 !/ I \I �• REPORT W221179-A DATED SEPTEMBER 09, 2022 PERFORMED PROPOSED ROW
n •� �- _ ' _ - _ - _ - - _ _ = A T r / i BY ALPHA TESTING.
II �► C 33. 5 { 10. MADERO PHASE 16 PEA TO MAINTAIN OPEN SPACE AND O NON -REINFORCED CONCRETE PAVEMENT
m TC=836.41 TC= 3 2 4.88 3 TC= 69 TC=833. IL m 5 - CONCRETE FLUME
LONESO E LANE
3-18 388 388 38J fl �� _ �� TC- .69 T Of
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C" PROJECT NO 104386
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(TYPE A) ALL DRAINAGE i0 STREET
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FP DENTON WISE COUNTIES, TEXAS
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r YFQ (11'PE B) /(TYPE B) I (TYPE B) (TYPE B) (lY B) (TYPE B) I-m" E B) �XyppE B) III III \ - AT 19. THEN UP AT 31 T FINAL PAD ELEVATION _____B:n �� NSA
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I ��-�s3 NITS R3-62
I;l>_ - -�� 'LINE SHEET�64 i i TG=6r3.so P D 834j73 1 24
on �� OF 107 SHEETS
e OTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ISEE SHEET 96 FOR RIPRAP GRADIATION TABLES I YPY,i IP 1C4+1i4.911 IJEJ/R�-`, 11' IT)
48 HOURS PRIOR TO EXCAVATING IN THIS AREA. �Z (DAE pj'(E 11RONCN BOULE� SP�RNCUL.1DI kANANTLRHANFi501TUlOLN(/A
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FORT WORTH TRANSPORTATION/PUBLIC WORKS 81J-392-8100 0 20 40 60 TOPSOIL & BLOCK SOD PLACEMENT (TYP) ].1 I SENDERA RANCH BOTJLEVARDLT(J50' LT)
FOR ALL OTHER FACILITIES (WWWTEXTAS811.ORG OR 1-BDO-545-6005 L—� 4T �9T / I(I I TC=634.86 TRANSITION /
SE EPAV TRA iRANCHB BOIILEVARDL`� 50 LT) PAAV STP 65AN-NSE EIR-AANCAN(:H BOULEVARD= 1af I 'y ypS lnesl I SEND RA 1RAHCHS BOGLEVARDL`TJ.50• LT)
PT MEDIAN TRANSITION (1) TYPE P-I i.a f ff PC MEDAN TRANSITION
TC=833.24 PERPENDICUAR CURB RAMP TC=834 72
PAV STA 159+18 10 //1.1 J' LT)) (REF COFW DETAIL 32 13 20-D540) PAV STA 165+63 38
SENDERA RANCH BOULEVARD (1 1J LT) // T SENDERA RANCH BOULEVARD (31 46• LT)
TC=833.6334
PRO N TRANSITION SEN ERA RANCHPAV 11 ) BOULEVARD `�50" LT T�Mt OR Lf�` STD 10' RECES ED CURBONLLS?F-BL E
PT MEDIAN NOSE
21 22 3 TC=83a 38 24 25 2 �� ' , I 9 8 J 6 5 4 3 2 1
0
10' 111DE SIDEWALK B' DEVELOPER
O - OO' i ® (1) TYPE P-1DO 'Ix T.-
-PENDICUTAR
®0
1 CURB RAMP
(REF C`13 DETAIL 32
() TYPE R-1 \ 13 20-D540) — j
RESIDENTIAL II IIERSECTION Il
1 1L (REF COFW ETAIL 32 13 20-D535)lx
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nm
ti
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_________ __________ __________________ // )) _-_ _ -__--- _ __PAV STA 166+8421 1J 50' L ----_ -
a - ��y SENDERA PAV IRANCH6 BOJLE ARD�(550 NT) _ ID NERA RANCH BOULEVARD ��.50 LT�----
----------------------!'-----------'f - --- -- PC MEDIAN TRANSITION "--- PC MEDIAN NOSE
--158+16 -- TC=83382
TC=835 53 PqV STA
166+84.21 5.50• L
PAV STA 158+i6 49 //J 50' RT PAV STA 160+92 J6 SENDERA RANCH BOULEVARD (31 50• LT) PAV STA 163+82 l9 (J.50 oRT) T
DERA`ANCHBOULEVARD (1 50 RT) STD 10' RECESSED CURB INLET TC-833 95 SENDERA RANCH BOLJLEVAR C( 50 RT) SENDERA RANCH BO LEVARD ` 50 LT)
PCNMEDAN TRANSITION, BEGIN SAWCUT, PAV SiA 161+1J 6fi f550' LT) Pi MEDIAN TRANSITION, BEGIN SAWCUT, CURB PT MEDIAN NOSE
CURB & GUTTER REMOVAL & SENDERA RANCH BO LEVARO 5 50 LT) & GUTTER REMOVAL & LONGITUDINAL BUTT JOINT TO
-833 91
LONGITUDINAL BUTT JOINT PC MEDIAN NOSE TC=83542 PAV STA 163+97.45 1 1)' RT)
TC=833.43 TC=834 42 PAV STA 161+91 63 (�.50' (i71 5 PAV STA 161+97 fi5 /5 50' RT1 SENDERA RANCH SO LEVARD (i.1J• RT)
lJ J `) 0 RT) SENDERA RANCH BOULEVARD �550• RT) PRC MEDIAN TRANSITON
PAV STA 158+J9.34 SENDERA RANCH BOULEVARD (31 50' LT)) SENDERA RA
MEDIAN NOSE, END SAWCUT, CURB & PT MEDIAN NOSE TC=835 38 PAV STA 13J+64 21 (S.SO )
STD 10" RECESSED CURB INLET TC=832 88 GUTTER REMOVAL & LONGITUDINAL BUTT JOINT TC=834.83 'ENDERA PARCH BOLILEVARU (i 50' RT)
TC=83483 SENDERA RANCH BOULEVARD PAV STA 167+2 A�Y:H R FVARG= PT MEDIAN NOSE
PAV SIA 5 4' 4 TC=833.52
157+50 158+OL 159+00 60+00 161+01 162+00 63+00 164 of 6;: NBSU _ _66+00 167+01
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3
RAMPS BY DEVELOPER
6' WIDE SIDEWALK & ADA CT
RAMPS BY DEVELOPER
10• WIDE SIDEWALK & ADA 0
_ - RAMPS BY DEVELOPER
- -
5• (TYP ) SIDEWALK BY BUILDER Oo
TOPSOIL & BLOCK SOO
PLACEMENT Z
9 NEIGHBORHOOD COLLECTOR
PAVEMENT O
-6J— —&—
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1" = 600•
NOTES
1. SIDEWALKS ARE TO BE CONSTRUCTED BY HOME lit
(1) TYPE R-1
BUILDER UNLESS OTHERWISE NOTED. O
RESIDENTIAL
INTERSECTION
2 ADA RAMPS ARE TO BE CONSTRUCTED BY
DEVELOPER AND SHALL BE TYPE P-1
(REF DOM DETAIL-
32 13 20-D535)
PERPENDICULAR CURB RAMPS OR R-1
RESIDENTIAL INTERSECTION SPECIFIED PER PLANS Co
INSTALL 52 SY
3 SEE SIGNAGE & LIGHTING PLAN SHEET 85 FOR
TYP
PE "' DRY
DETAILS LJ
(12- DEEP)
4 SIDEWALKS TO BE STAKED IN FELD AND (n
APPROVED BY LANDSCAPED ARCHITECT PRIOR TO Q
- —® -
CONSTRUCTOry =
5 ALL ROADWAY PAVEMENT TO BE CONSTRUCTED d
WITH 6-INCH CURBS Cltt DETAIL D525
6 REFER TO SHEET 107 DIVISION 01 GENERAL
REQUIREMENTS FOR TOPSOIL FlNISHING REQUIREMENT
PER SPECIFICATION DOCUMENT 32-91-19 O
W
CITY PROJECT NO 104386 n
Q
10'
m m
FIDE 30114-0200431-10438fi—EOJ685
X-27608
W-289J
MAPSCO NO 5A—B
1
PAY STA 167+742
1
111I ROOwwH54'Bb210W.-
- MErvIRD 3ENCHMARKS Galltiefnre you Ni(!.
HEADERU& BARRICADE
STA 162+64 21 !) 50' 3ENCHMARK NO 1
IERA RPNCH ED EVPHU 50' RT) SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
AEDIAN NOSE, END SAWCUT, CURB & 3N SOUTH SIDE OF SALINDA ROAD 1 45' WEST OF
ER REMOVAL & LONGITUDINAL BUTT JOINT AAINSTAY WAY CENTERLINE ELEV 752 6E
333 52
3ENCHMARK NO 2.
3DUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
NORTH OF THE POOR OF SERRANO RIDGE AT
OFFER RIDGE ROAD. ELEV 765 5(
68+00
845
E zIiAARIaHT,uRa ulI Be
DATE I RR EVISIIONON I BY
840 PAVING PLAN &
PROFILE
SENDERA RANCH
BOULEVARD
835
Mader®
p ase ll�
830
CITY OF FORT WORTH
DENTON & WISE COUNTIES, TEXAS
825
t A
Soso enva xpresawayrw Phone ass fi21 OT10
SOIk400
Dallas, Tams T520fi FRN-F-13Bfi
820
OESIC4J SANTOSCOY WA PROJECT NO
OMWN ORDAZ NT340-0112
0.aiE J4N 2023
s SCALE
81rJ
DANIELJ BETTEry HORZ 1' — 40'
D�"�"`"WVURT
SHEET NO
W m
R3-70
810
02 2� 2024
OF 107 SHEETS
�Z (V
(2) TYPE P-1
1 • PERPENDICULAR CURB RAMP
(REF. COFW DETAIL 32 13 20-D540)
ALL WAY REFL PAV MRK TY REVIEWED
0 20 40 80 p F 5 �S Rt 1 STOP2 BARSNG)(SLD) REFL PAV MRK TY I(W)(18")(SLD) (ey S,n pAtl0ikanat T1:5jp &MT03,2024J
iIEMIOJE TREFL VAV MRK TY I(Y)(6-)(DBL)(SLB) Z
& TYPE II -A -A 4" RPM m
REMOVE PND GBTM SENDERA, LLC Q
REUSE CC#2020 - 132253 REFL PAV MRK TY I(W)(6-)(SNG)(BRK) TYPE II-CR z
REFL PAV MRK TY I(Y)(6`)(DBL)(SLD) RANCHO VON WAY STOP SIGN O P R C D T 4" RPM
\ \ m
I 1 �
REFL PAV MRK TY I(W)(6")(SLD) 1 -- -- ----
END STA 150+22 �I
/ SENDERA RANCH BOULEVARD 1 4 tTj
W OD
_ J
15e
Z O
j
FID: 30OUECT20431oa1304386-E07685 86 a
_{________ ___________------------------------------------------------------ X-2]fiD8
____________________ __ ______ ____ _ _ ___ ___ __ _ _ ___RER PAV MRKI___________________________________________________________________--- �Qc W-289J
-
________i MAPSCO NO 5A-B
-REFL PAV MRK N ISTA 1 )(SLD)- - - - - - - - -T - -- CROSSWALK )(SLD) - --
BEGIN (W) 149+12-------- - - J f rf -
REFL PAV MRK TY I(W)(8")(SLD) -"-- --Y----------- '
OUR 3 d q + dHREFL PAV MRK TYOI(W)(6")(SLD) WS MINERAL HOLDINGS, LLC
3xq (,I �T �3HOjp ] LcnowwDa'Of. w.
RE �Td 1 +'(�1i nE �N0 U((0V� k 1 yA(I t,((t OOC N0. 200J - 143J82 FUTURE
REFL VAV M K T(Y)(6")(OBL)(SLD) RE EFL K TY I(Y)(8")(DBL)(SLD) OP R.0 CT I� MADERO 3ENCHMARKS'. Tei))bef0reyou dig.
&TYPE II -A -A 4" RPM m
END
REMOVER REFL+PAVI MRK TY I(Y)(6 DB SLD RELOCATE EXISTING NO OUTLET SIGN TO ;ENCHMAOU NO 1.
& II -A -A 4" RPM FL PA TY STA 167+14.21 SENDERA RPNCH BOULEVPRD (1) IYPE P-1 OUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
TYPE
m EMR I(W)(24")(SNG)(SLD) (((,,///���...JJJ PERPENDICULAR CURB RAMP 3N SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
STOP BPR (1) TYPE P-1 I I (REF COFW DETAIL 32 13 20-D540) AN
WAY CENTERLINE ELEV 7526E
REFL PAV MRK TY PERPENDICUTAR CURB RAMP 3ENCHMARK NO 2.
Z d� m EXISTING I(W)(24°)(SNG)(SLD) (REF COFW DETAIL 32 13 20-D540) $DUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
STOP SIGNS STOP BAR , JOLAQURTH OF THE PCCR OF SERRANO RIDGE AT
ADD 2 ALL WAY l-3P REFL PAV MRK TY I(W)(8")(SLD) R4-7 �OPPER RIDGE ROAD. ELEV 765 5C
(R1-3P
REFL PAV MRK TY I(W)(6")(SNG)(BRK) (1) TYPE R-1 REFL PAV MRK tt I(W)(6")(SNG)(BRK) DO NOT ALL WAY
RESIDENTIAL INTERSECTION R1-1
() TYPE P- (REF COFW DETAIL 32 13 20-D535) E� r REFL PAV MRK TY
PERPENDICUAR CURB RAMP TYPE II-CR ENTER I(W)(24-)(SNG)(SLD)
(REF COFW DETAIL 32 13 20-D540) TAMBOR LANE 4" RPM STOP BAR II
fi LINE E Max
TYPE II-CR ) (1) TYPE R-1
RESIDENTIAL INTERSECTION II
" RPM (REF COFW DETAIL 32 13 20-0535; ox xs iml
1X II cn
%.as%am /i\�EINbQ M'S}bF BdR kgUJDC 81'SIMs rd
LLl S NDE A R NCH OULEVARD ® oDATE REVISION II BY
^ -n� ry' ®. rr PAVEMENT MARKING
PLAN
V) aD.00' .N — '• SENDERA RANCH
o' ao' m'�
2 — — — — — 100• BOULEVARD
Madero
Phase 16
ALL WAY
Q------------------------------ ----------- — — -- ------------------- ----- ------------------------------ — _ —_ -- --
M ________________________ ____ ________ _ " _ __ __ __________ _______ ______ ____ --------- - ____________ _ ___ _ CITY OF FORT WORTH
----------------------- -} _- �_ __ __ __________ _______ ______ _____ ____________________
-� ___ _________ _ __ _
I 7--- ---�EFCPAV-aRlz D-51)ia'7(±92 1_11 _j DENTON WISE COUNTIES, TEXAS
_ IITT--1 r-r-------- ------ - IT � -- -7 - ---- OUTLET
21
e8 7 �FUTJRE ® _ _ _ _ W14-2
IA
EXISTING MADE fi0fi0T OM antral pressway Phone 4696210710
BARRICADE TYPE II-CR EXISTING RELOCATE LOCATION FOR SUIk400
REFL PAV MRK TY I(W)(6")(SLD) 4"RPM BARRICADE EXISTING NO OUTLET SIGN Dallas, Texas T520fi FRN-F-13fifi
i
{E REFL PAV MRK TY I(W)(6')(SLD) ONLY EYJ iTd 1C]+ d x DESIGN H4RRI5 LJA PROJECT NG.
yg REFL PAV MRK TY I(W)(187(SLD) DO NOT E E REFL A MRK TY I(Y)(8")(DBL)(SLD) NT340-0112
REFL PAV MRK TY I(W)(18")(SLD) DRAWN' HARRI$
ng R3-rJL O &TYPE II -A -A 4" RPM JAN 2023
oREFL PAV MTYOF MIRK I(W)(6')(SNG)(BRK) ENTER , �s SCALE
REFL PAV MRK TY I(W)(6")(SLD) sh
�., BEGIN STA 164+37 �\ �' 111 1' = 41'
�
r , A R1 WAY
C = V£R1 N/A
<sW SHEEi NO
E€ -6" YELLOW SKIP LANE LINE 0Wi
ALL WITH TYPE II-CR 4" RAISED ewA R3-83
R1-1 OAVEMENT MARKER PER CUIY OR 27 2024
on DETAIL (32 17 23-D642) OF 107 SHCEIS