general legends general notes · 6/20/2020 · general legends general notes general pavement...

GENERAL NOTESGENERAL LEGENDSGENERAL

PAVEMENT

STORM DRAINS

Exist. Storm Drain

Exist. Storm Manhole

Exist. Storm Inlet

Prop. Storm Drain

Prop. Storm Manhole

Prop. Storm Inlet

UTILITIES

TOPOGRAPHIC FEATURES

M

S

G

ET

E

EV

F

T

ICV

Exist. 6" Water Main

Exist. 8" to 27" Water Main

Exist. 30" or Larger Water Main

Prop. 6" Water Main

Prop. 8" to 27" Water Main

Prop. 30" or Larger Water Main

Future Water Main

Exist. Water Meter

Exist. Water Manhole

Exist. Water Vault

Exist. Fire Hydrant

Prop. Water Manhole

Prop. Water Vault

Prop. Fire Hydrant

Exist. 11.25° Fitting

Exist. 22.5° Fitting

Exist. 6" to 27" Wastewater Main

Exist. 30" or Larger Wastewater Main

Prop. 6" to 27" or Larger Wastewater Main

Prop. 30" or Larger Wastewater Main

Exist. Wastewater Manhole

Exist. Wastewater Access Device

Exist. Wastewater Cleanout

Prop. Wastewater Manhole

Prop. Wastewater Access Device

Prop. Wastewater Cleanout

Remove & Replace Exist. Manhole

G

UE

OE

T

FO

TP

Exist. Gravel

Exist. Asphalt

Exist. Brick

Exist. Concrete

Prop. Pavement

Exist. Gas Line

Exist. Gas Manhole

Exist. Underground Electric Line

Exist. Overhead Electric Line

Exist. Electric Pad Mounted Transformer

Exist. Electric Power Pole

Exist. Electric Pole Anchor

Exist. Electric Utility Manhole

Exist. Electric Vault

Exist. Telephone Line

Exist. Telephone Utility Manhole

Exist. Telephone Pedestal

Exist. Fiber Optic Line

Exist. Fiber Optic Manhole

Exist. Cable TV Line

Exist. Cable TV ManholeC

CATV

WATER MAINS & APPURTENANCES

WASTEWATER MAINS & APPURTENANCES

BM

CP

IPF

IPS

BH

Benchmark

Control Point

Iron Pin Found

Iron Pin Set

Exist. ROW

Prop. ROW

ROW Centerline

Alley ROW

Exist. Easement

Prop. Easement

Corporation Line Marker

Exist. Structure/Building

Prop. Structure/Building

Bank/Slope Line

Flow Line/Stream Line

Bore Hole

FH

CO

TS

AV

AV

TS

Exist. 45° Fitting

Exist. 90° Fitting

Exist. Reducer

Exist. Tee

Exist. Tapping Sleeve

Exist. Cross

Exist. Plug

Exist. Blind Flange

Cut & Plug

Prop. 11.25° Fitting

Prop. 22.5° Fitting

Prop. 45° Fitting

Prop. 90° Fitting

Prop. Reducer

Prop. Tee

Prop. Tapping Sleeve

Prop. Plug

Prop. Blind Flange

Exist. Gate Valve

Exist. High/Low Valve

Exist. Check Valve

Exist. Flush Point

Exist. Air Valve

Exist. Cathodic Test Station

Prop. Gate Valve

Prop. High/Low Valve

Prop. Check Valve

Prop. Flush Point

Prop. Air Valve

Prop. Cathodic Test Station

Tree

Brush, Shrub, Wood

Swamp

Mail Box

Bollards

Irrigation Control Valve

Chain Link/Other Fence

Wood Fence

Wrought Iron Fence

Brick Wall

Concrete Wall

Retaining Wall

Parking Meter

Traffic Sign

Traffic Signal Pole

Street Lamp

Railroad, Each Track

S

P

GENERAL NOTES

DALLAS WATER UTILITIES

CITY OF DALLAS, TEXAS

DESIGN DRAWN DATE SHEET

CONTRACT NO. 20-109/110

FILE NUMBER

TRAFFIC CONTROL

PAVEMENT REPLACEMENT

WATER MAIN AND APPURTENANCES

WASTEWATER MAIN AND APPURTENANCES

2.

1.

Contractor shall be liable for the replacement cost of any lost or damaged AMI Components.

meter vault as specified on the plans.

For meters 3" or larger, the contractor shall either connect to the existing meter vault or construct a new

GENERAL

TREES AND LANDSCAPING

by the contractor at his expense.

Inspector. Any trees or landscaping that are damaged or removed during the construction shall be replaced

Contractor shall not damage or remove any trees or landscaping unless otherwise authorized by the City of Dallas1.

BBI BBI2020

MAY

411Q 1557

Binkley & Barfield, Inc. | TBPE No. F-257

1801 Gateway Blvd, Ste 101, Richardson, TX 75080

AN L

S

85571

ANTONIO S. ROMO II

IGE

RO

S

PR

F

ES

IO

DERETNG

INEE

R

E

O

ST

TEA A

F TEX

S

5/21/20

032

972.644.2800 | BinkleyBarfield.com

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Standard Construction Details and all addenda thereto. NO SEPARATE PAY ITEM.

restored to the same or improved condition as per City Of Dallas Specifications For Public Works Construction,

All disturbed pavement markings including, but not limited to, striping, traffic buttons and crosswalks shall be

to City Of Dallas Public Works & Transportation, Pavement Cuts & Repair Standards Manual, Latest Edition.

All work pertaining to sawcut, replacement and removal of pavement, sidewalks, curbs and gutters shall conform

ADVANCED METERING INFRASTRUCTURE

Operation (MRO) Technician.

damage, or otherwise disturb AMI meter endpoint components unless otherwise directed by the DWU Meter Reading

Caution! Advanced Metering Infrastructure (AMI) Meters might be present in the area. Contractor shall not remove,

AMI-Ready meter shall be replaced with an AMI-Ready meter by DWU.

All Meters in the Proposed and Existing AMI area shall be AMI-Ready as furnished by DWU. A non

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

8.

7.

6.

5.

4.

3.

2.

1.

Construct wastewater lateral cleanouts at property line.

noted otherwise.

Removal of existing MH's, Wastewater Access Devices & Cleanouts is considered incidental unless

Dallas Addendum (Oct. 2011 Specification Item 502.6.COD. ) NO SEPARATE PAY ITEM.

Excavation located in existing or new pavement shall be backfilled using flowable backfill as per City of

shall approve all laterals targeted for reconnection. NO SEPARATE PAY ITEM.

All laterals determined to be inactive shall not be reconnected. The DWU Construction Superintendent

active or inactive. The contractor is required, as minumum, to include TV survey & perform dye testing.

Prior to reconnection of wastewater laterals, the Contractor shall verify wheter the existing lateral is

NCTCOG Specification Item 6.2.10(G). NO SEPARATE PAY ITEM.

The backfill around manholes located in existing or new pavement shall be flowable backfill as per

testing maybe required at no additional cost to the owner.

the wastewater main to the property line with cleanouts and reconnect to the existing laterals. Dye

The Contractor shall verify the location of all wasterwater laterals and construct new laterals from

Abandon all manholes on abandoned wastewater mains as per specifications.

The Contractor shall maintain existing wastewater flow at all times. NO SEPARATE PAY ITEM.

- Standard emergency condition for the discovery of threatened and endangered species.

- Standard emergency condition for the discovery of cultural resources.

The project also must comply with the following conditions:

obtained from the local Floodplain Administrator of the National Flood Insurance Programs.

Prior to comencement of construction activities within any 100-year floodplain, a floodplain permit or exemption must be

Army Corps of Engineers would be required prior to clearing or any other construction activities.

within potential waters of the U.S. does not qualify under a nationwide permit, then the appropriate permit from the U.S.

All open trenching work shall be done in compliance with Nationwide Permit 12 - Utility Line Activities. If project activities

Pipeline crossings of all potential waters of the U.S. will be performed using trenchless technology or by open trench.

repairs incorporated in these plans must be produced in the United States.

Control Act, including federal appropriation acts. All iron and steel products for construction, alteration, maintenance, or

This project is subject to the American Iron and Steel AISI requirements of Section 608 of the Federal Water Pollution

TESS and other utility companies at no additional cost to owner and notify DWU of any conflicts during construction.

limited to the new utilities, sidewalks, property name or ownership and landscaping. Contractor shall cooridnate with Dig

shall be aware that some features within the project area may differ from the contract documents including but not

Some drawings may contain survey that are +/- two (2) years of age and may have undergone modifications. Contractor

workspace as defined by the City of Dallas Inspector.

No machinery, construction access or storage shall be allowed on park property beyond the limits of the temporary

Power poles may have to be braced at the Contractor's expense.

utilities. NO SEPARATE PAY ITEM.

The Contractor shall support telephone conduits, storm drains, water and wastewater mains when going under said

resulting from the Contractor's operation shall be restored at his expense to its original or better condition.

The Contractor shall preserve and protect all existing utilities at all times during construction. Any damage to utilities

companies 48 hours prior to locating existing utilities and/or construction activities.

The Contractor shall contact Texas Excavation Safety System (800-DIG-TESS: 800-344-8377) and relevant utility

(including ordering pre-cast manholes and concrete pipe if applicable. NO SEPARATE PAY ITEM

The Contractor shall verify exact locations, sizes and depths of existing utilities before beginning construction

and utility company records, are considered approximate. The Engineer does not certify that all utilities are shown.

The location, elevations and dimensions of existing utilities shown on the plans as obtained from The City of Dallas

documents which are not listed as a pay item in the proposal shall be considered subsidiary.

All items of work required to complete the work as shown or implied by the plans and as specified in the contract

Construction Latest Edition (October, 2017).

Reference to standard drawings shall mean those shown in the DWU Standard Drawings for Water & Wastewater

to these specifications.

Specifications for Public Works Construction (Fourth Edition, 2004) and City of Dallas Addendum (October, 2011)

All work shall be done in accordance with the North Central Texas Council Of Governments (NCTCOG) Standard

Construction ditches in the traffic lanes are to be barricaded, backfilled or plated at the end of each work day.

NO SEPARATE PAY ITEM.

shall be used for any temporary access locations. Additional signs may be necessary if there is a detour.

In instances where this is not possible, specific signs along with business name and direction arrow(s)

Vehicular ingress and egress (entrance and exit) to a business property shall be maintained at all times.

Departments. Please contact Gary Maxwell at 670-5896 or mobile 683-5189 to notify traffic restrictions.

When closing side streets, two working days notification is required for Fire, Police, Streets and Sanitation


All barricades, warning signs and traffic control devices shall conform to the City Of Dallas standards.

as necessary.

Two - way traffic shall be maintained at all times and flagmen should be used to maintain two-way traffic

mobile 214-683-5189, City Of Dallas Public Works & Transportation.

The Contractor shall coordinate all traffic variances with Traffic Safety Coordinators at 214-670-5896 or


The Contractor shall replace any pavement markings and signs that are removed or damaged during construction.

The Contractor shall maintain access to private driveways at all times during construction. NO SEPARATE PAY ITEM.

as necessary. NO SEPARATE PAY ITEM.

Latest Edition and the TXDOT Texas Manual On Uniform Traffic Control Devices (TMUTCD), Latest Version

The Contractor shall develop a traffic control plan in accordance with the City Of Dallas Traffic Barricade Manual,

Manual, latest edition. NO SEPARATE PAY ITEM

satifactory to the on-site City of Dallas Inspector and in accordance with the city of Dallas Traffic Barricade

The Contractor shall provide for the diversion of pedestrians and vehicles during the contruction in a manner

6.

5.

4.

3.

2.

1.

smaller. NO SEPARATE PAY ITEM.

AMI's. Contractor shall also return the existing AMI lids from existing AMI's to DWU MRO for meters 2" or

Contractor shall install AMI meter lids for water meters 2" and smaller in all Existing AMI and Proposed

five (5) working days prior to commencing work at 214-670-5537 and Email: [email protected].

If any AMI Components need to be disconnectd, reconnected, removed, or installed, the Contractor shall contact MRO

Water services greater than 30 feet shall be a minimum of one (1) inch in diameter.

reconnected to existing services. Install water deadheads on unimproved lots.

existing and proposed utilities and pavement. Relocate and reset all the water meter(s) as required and

All water services are to be replaced from the proposed water main to the meter. This includes crossing all

services up to the meter prior to taking the existing main out of service.

The Contractor shall verify the location and number of all existing active water services and construct new

Inspector.

The Contractor shall coordinate all water main tie-ins, pressure tests and disinfection with the City of Dallas


Abandon all water valves on existing mains being taken out of service as per DWU Standard Drawing #219.


present a cave-in danger to a new ditch; precautions should, therefore, be taken by the Contractor.

Backfill used on point repairs to existing water mains may have been made with crushed rock. This could

the owner.

accesssible because pf existing ground conditions, the hydrant shall be raised with extension(s) as directed by

Fire hydrant leads and barrels shall be set to grade established for the proposed paving. If the hydrant is not

required by the City of Dallas Project Inspector, otherwise they become the property of the Contractor.

lines are to be removed and delivered to DWU Distribution Division at 4120 Scottsdale Street Dallas, Texas if

All fire hydrants shall be installed as per DWU Standard Drawing #224. Existing fire hydrants on killed water

given time.

The Contractor shall sequence his construction such that no more than one fire hydrant is out of service at any

The Contractor will ensure that fire hydrants are accessible to fire trucks at all times. NO SEPARATE PAY ITEM.


to be in service with the fire hydrants until the new water main has been tested, approved and accepted by DWU.

If no temporary mains are required by the City of Dallas Inspector, then the existing water mains are


sides of the street until the new water main has been completed, tested, approved, and accepted by DWU.

If required by the City of Dallas Inspector, the Contractor shall install temporary water lines on both

placed in service.

The existing water line is to be used as a service line until the proposed main has been tested, approved and

as per DWU Standard Drawings #229-234, in addition to restrained joints.

All bends, tees fire hydrants and plugs are to be restrained type fittings and to be blocked with Class "B" Concrete

shall be poly-wrapped.

Compact fittings are not authorized for this project. All ductile iron pipe, fittings and fire hydrant bases

street and five (5) feet of cover in an unimproved street or alley.

All water mains with no profiles shall have a minimum cover of four (4) feet below street grade in an improved

connections shall be insulated as per DWU Standard Drawing 223.

All R.C.C.P. water mains shall be installed with bonded joints. All DI pipe and fittings shall be polywrapped. All flanged

All 4", 6", 8" and 12" water mains shall be PVC C900 (DR-14) water pipe, with Class "C+" embedment, except as noted.

4' MINIMUM COVER

"C+" EMBEDMENT

AWWA C900, DR-14

8" PVC WATER LINE

INSTALL 875 LF OF

YEAR BUILT 1939

KILL EX 6" WATER

90.0'

90.0'

60.0'

60.0'

60.0'

50.0'

15.0'

50.0'

40.4'

3.0'

19.6'

42.1'

48.8'

11.2'

3.0'

PK Nail Fnd

Trap

Grease

24"

WM

PipeStand

3' Wood Fence

RowHedge

Fence

6' Metal

Fnd

"X" Cut

Rebar Fnd

1/2" Steel

Pipe Fnd

1" Steel

Rebar Fnd

1/2" Steel

w/ Yel. Cap

Rebar Fnd

1/2" Steel

Fnd

"X" Cut

RowHedge

Fence

7' Wood

Fence

7' Wood

CO

GM

(60' WID

TH R.O.W.)

LIVE

OAK ST.

41

ELEV = 528.58 ELEV = 541.39

CP #1000 CP #1001

N=6,983,043.592 E=2,502,322.088

1/2" Steel Rebar Set w/ Red Trav Cap

N=6,983,012.383 E=2,503,217.764

"X" Cut Set

CP# 1001

8" Water

8" Water

E=2503019.40

N=6983012.60

Ex. 6" Water

Cut & Plug

Ex. FH

Remove & Deliver

ROW

ROW

RO

WRO

W

RO

W

Ex. FH

Remove & Deliver

RO

W

RO

W

15

0

MAT

CH

MA

RK 4+2

5 ~ 8"

WAT

ER

MAT

CH

MA

RK 4+2

5 ~ 8"

WAT

ER

MAT

CH

MA

RK 8+7

5 ~ 8"

WAT

ER

See Sheet 42

1-8" Gate Valve (S)

1-8" Gate Valve (W)

1-8" x 8" Tee

Install:

Sta. 5+81.8 ~ 8" Water Line

E=2502442.97

N=6983044.19

Connect To Ex. 8" Water

1-8" Gate Valve (E)

1-8"X8" Tee

Install:


E=2503021.12

N=6983059.70

RO

W

E=2502711.94

N=6983047.51

Water Pipe W/Class C+ Emb

34 LF 6" PVC C900 (DR-14)

1-FH as Per DWU Std. Dwg. #224

1-6" x 45° Horiz. Bends (S)

2-8" x 45° Horiz. Bends (E)

1-6" Gate Valve (S)

1-8" Gate Valve (W)

1-8" x 6" Tee

Install:


3.0'

E=2503193.84

N=6983061.82


48 LF 6" PVC C900 (DR-14)

1-FH as Per DWU Std. Dwg. #224

1-6" x 45° Horiz. Bend (S)

1-6" Gate Valve (S)

1-8" Gate Valve (W)

1-8" x 6" Tee

Install:


E=2502477.67

N=6983028.03

2-8"X 45° Vert. Bends

Install:


E=2502502.97

N=6983028.34

2-8"X 45° Vert. Bends

Install:


Cut & plug Ex. 4" Water (NE)

Connect to Ex. 4" Water


45 LF 8" PVC C900 (DR-14)

1-8" x 45° Horiz. Bend (N)

1-8" x 4" Reducer

Install:

~ 8" Water Line

Sta. 5+81.8 - 44.8' RT



REVISIONS

REV NO. DATE DESCRIPTION BY

WATER

WASTEWATER

411Q 381

REFERENCES

FILE NUMBER

2

1

BENCHMARKS & CONTROL POINTS

0' 20' 40'

Horizontal Scale: 1" = 20'

0' 6' 12'

Vertical Scale: 1" = 6'

CAUTION ~ FIBER OPTIC !

Underground Fiber Optic Cables In Area

Contact Fiber Optic Co. Two Working

Days Prior To Constuction.

Tele: 1-800-344-8377

CAUTION ~ GAS !

Underground Gas Main In Area

Contact ATMOS Energy Corp. Two Working

Days Prior To Construction.

Tele: 1-800-344-8377/1-800-545-6005

CAUTION ~ TELEPHONE !

Underground Telephone Cables In Area

Contact S.B.C. Two Working


Tele: 1-800-344-8377

CAUTION ~ POWER !

Underground Electrical Cables In Area

Contact TXU Two Working


Tele: 1-800-344-8377

AMI Components Shall be Disconnected, Reconnected,

Removed, or Installed by DWU Personnel ONLY.

Contact DWU Meter Reading Operations

(MRO) 5 working days in advance.

Tel: 214-670-5537

Email: [email protected]

CAUTION

Advanced Metering Infrastructure

(AMI) Meters In Area

(P) 214-343-1210

#700, DALLAS, TEXAS 75243

12801 NORTH CENTRAL EXPY,

TEXAS FIRM REG. No. F-2488

INCORPORATED

EJES EJES

PROJECT LOCATION MAP

Not To Scale


INCORPORATED

PROJECTLOCATION

PID 3063

X


32-29W

LAKEW

OOD

AVALON

AU

BU

RN

CO

UNTRY C

L

UB

GASTON

GOLIAD

BELMONT

LAKESHORE

GOLIAD

PROSPECT

ORAM

MA

TIL

DA C

ON

CH

O

ALD

ER

SO

N

GLA

SGO

W

SKILLM

AN

LOW

ELL

GLEN

DALE

BRYAN

BRYAN

LINDELL

HUDSON

ROSS

HU

BE

RT

MA

RY

HO

PE

PK

WY

GAST

ON

SLAUGHTER

PAULU

S

REI

GER

LA VISTALakewood

Country

Club

LA VISTA

SKI

LL

MA

N

SWISS

LA VISTA AVE.

BH-H-10, 32-29S

8" WATER MAIN

MAPSCO: 36X & 36Y

ELEV = 531.49

BENCHMARK #1

BENCHMARK #3

CORNER OF THE INTERSECTION OF SKILLMAN ST. AND ORAM ST.

STD WDBM ON CONCRETE CURB OF STORM SEWER INLET INLET NORTHEAST

ELEV = 524.11

RECONNECTIONS ON THIS SHT =

EST.'D WATER SERVICE


EST.'D WASTEWATER SERVICE

SERVICE RECONNECTION NOTES:

2.

NOTES

1.

HOURS PRIOR TO PLACEMENT OF HYDRANT. NO SEPARATE PAY ITEM.

DIRECTLY AFFECTED CITIZEN(S) AND WITH DWU INSPECTOR AT LEAST 48

CONTRACTOR TO COORDINATE ACTUAL LOCATION OF FIRE HYDRANTS WITH

ON THE ASSUMPTIONS PROVIDED BY THE SURVEY.

SURVEY DATA FOR DESIGN IS ON GRID COORDINATES. THE DESIGN RELIES

THE GROUND SURVEY WAS PERFORMED BY AZB LLC ON 07/17/2015. THE

BENCHMARK #2

SKILLMAN ST. AND LA VISTA DRCORNER OF THE INTERSECTION OF


ELEV = 526.12

intersection of Live Oak St. and Skillman St.

Std WDBM on concrete curb of storm sewer inlet inlet southeast corner of the

SKILLMAN ST. TO SWISS AVE.


2020

APRIL

IG RETSE NIOIS

SN LA

GNE

F

ST

OR

P

A

S

100114E

R EE

DE

R

ATE

FO TEX

PAUL O. ADEYEOLUWA

04/24/2020

TX-REG No. F-2488

EJES INCORPORATED

50.0

0'

54.00'

25.00'

141.13' 151.42'

615 LA VISTA DR.

SL LAKEWOOD, LP.

INST. NO. 201100264395

D.R.D.C.T.

5842 LIVE OAK ST.

CCP LIVE OAK LA VISTA LP

INST. NO. 201400271006

D.R.D.C.T.

5815 LIVE OAK ST.

SL LAKEWOOD, LP

INST. NO. 201100200128

D.R.D.C.T.

1904 SKILLMAN ST.

LAKEWOOD, LP.

INST. NO. 201100186765

D.R.D.C.T.

6131 LA VISTA DR.

JOHN D GOURLEY, ET AL

INST. NO. 20080360873

D.R.D.C.T.

TRACT 1TRACT 4

TRACT 5 & 6

LOT S 14 & 15

PART OF LOTS 1 THRU 5

BLK 2141

BLK 1/2144

BLK 7/2144

LA VISTA DR.(60' WIDTH R.O.W.)

SKIL

LM

AN S

T.

(50'

WID

TH

R.

O.

W.)

231.19' (PLAT 232.87')

0.7

1' (D

EE

D 1.70')

)'90.87 DEED( '75.87

ICVICV

S

SICV

ICV

Mis

c MH

G

T

T

T

S

F

CO

FH

WM

WM

WMWM

CO

GM

FH

WMWMWM

WM

WM

PavementConcrete

PavementAsphalt

PavementAsphalt

Pavem

ent

Asphalt

PavementConcrete

PavementConcrete

PavementConcrete

PavementConcrete

PavementConcrete

PavementAsphaltPavement

Asphalt

Concrete SidewalkConcrete SidewalkConcrete SidewalkPavingBrick

Brick Paving

PavingBrick

Paving

Brick

Pavem

ent

Concrete

Pavem

ent

Concrete

Concrete Sidewalk

Concrete

Sidew

alk

Concrete Sid

ewalk

Concrete Sid

ewalk

PavementConcrete

PavementConcrete

Brick Bldg.

1-Story

Brick Bldg.

1-Story

Concrete Bldg.

1-Story

PavementConcrete

Pavem

ent

Concrete

Fnd

"X" Cut

Rebar Fnd

1/2" Steel

Asphalt P

ave

ment

Concrete Pave

ment

Asphalt P

ave

ment

OE

OE

OE

OE

OE

OE OE

OEOE

8"

WW

(411Q-2001, S

h. 3

36)

8"

WW

(411

Q-2

001, Sh. 336)

6" Water

(F.B. 22, Pg. 49)

(F.B. 22,

Pg. 4

9)

4" Water

TW

TE

LE

CO

M

TW

C

UG

TW

C

UG

TWC UG

(421Q-5

0, Sh. 2)

84"

8"

CI

Water

(F.B. 22, Pg. 48)

8" CI

Water

(F.B. 22, Pg. 48)

6" Water (F.B. 22, Pg. 49)T

WC

UG

18"

WW

(411

Q-3

81, Sh. 1)

18" Storm

18" Storm

18" Storm

15" Storm

24" Stor

m

18" St

orm

18"

WW

(411

Q-3

81, Sh. 11)

0 1

3 4

2

50.0

0'

52.3

0'

140.0

0'

173.86'

68.00'60.00'70.00'50.00'50.00'50.00'150.00' 50.00'

6135 LA VISTA DR.

CASSANDRA M BELL

INST. NO. 201400162319

D.R.D.C.T.

6139 LA VISTA DR.

MARK A TURNER

VOL. 84082, PG. 2266

D.R.D.C.T.

6143 LA VISTA DR.

ALLVISTA, LTD.

VOL. 2004129, PG. 7412

D.R.D.C.T.

6147 LA VISTA DR.

DAVID S WOOD AND

DONALD R HENDERSHOT

VOL. 97158, PG. 2110

D.R.D.C.T. 6151 LA VISTA DR.

IVETTE C LOZANO

VOL. 2003174, PG. 12318

D.R.D.C.T.

6155 LA VISTA DR.

CORY Q & JAYANN MANNEN BRUCE

INST. NO. 2005035977

D.R.D.C.T.

6159 LA VISTA DR.

INST. NO. 201200294798

D.R.D.C.T.

6334 BRYAN PKWY.

JAMES B & JUDITH A ISAACS

VOL. 82068, PG. 4030

D.R.D.C.T.

TRACT 12 TRACT 13

TRACT 14 TRACT 15

TRACT 16 TRACT 17 TRACT 18

SW 32.30' OF LOT 16 & NE 20' OF 17

M.R.D.C.T.

VOL. 84159, PG. 2927

LOT 13A, BLOCK 1/1881

MUNGER PLACE HEIGHTS ADDITION

40.0

0'

BRYA

N PK

WY.

(50' WID

TH R.O.W.)

15' A

LLE

Y

145.88' (DEED 147.09')

174.6

1' (D

EE

D 176.5

0')

33.2

3' (PLA

T 33.2

0')

149.83' (PLAT 149.33')

103.2

6' (PLA

T 103.7

6')

)'7

6.91

TA

LP( '

54.91

6131 LA VISTA DR.

JOHN D GOURLEY, ET AL

INST. NO. 20080360873

D.R.D.C.T.

TRACT 5 & 6

BLK 2141

SANDRA T SCHULZ

CHRISTOPHER M &

5842 LIVE OAK ST.

CCP LIVE OAK LA VISTA LP

INST. NO. 201400271006

D.R.D.C.T.

LOT S 14 & 15

BLK 1/2144

INST. NO. 200600171260

D.R.D.C.T.

BLK 1/1882

LOT 13A

6333 BRYAN PKWY.

JON A ADAMS

VOL. 2001149, PG. 1634

D.R.D.C.T.

6325 BRYAN PKWY.

JOHN J LYNCH

PARTS OF LOTS 12 & 13

6338 BRYAN PKWY.

DANA MICHELLE MILLET

INST. NO. 201000257801

D.R.D.C.T.

LOT 15 & NE 20' OF 16

BLK 2/1881


ICV

ICV

ICV

WM

FH

PavementAsphalt

Pavem

ent

Asphalt

PavementConcrete

PavementConcrete

Concrete Sidewalk Concrete Sidewalk

Concrete

Sidew

alk

Concrete

Sidew

alk

Concrete SidewalkConcrete SidewalkConcrete SidewalkConcrete SidewalkConcrete SidewalkConcrete SidewalkConcrete SidewalkConcrete Sidewalk

Driveway

Concrete

Driveway

Concrete

Pave

ment

Asphalt

Driveway

Concrete

Driveway

Concrete

Driveway

Concrete

Driveway

Concrete

Hedge Row

PavementConcrete

Drivew

ay

Concrete

WM

WWMH

OE OE OEOE

OEOE

OEOE

4" W

ater

(S-50)

6" Water (S-50)

8"

WW

8"

WW

411

Q-1473

Sht. 1

411Q-1473 Sht. 1

5 6 7 8

4' MINIMUM COVER

"C+" EMBEDMENT

AWWA C900, DR-14

8" PVC WATER LINE

INSTALL 513 LF OF

YEAR BUILT 1939

KILL EX 6" WATER

60.0'

60.0'

11.2'

48.8'

41.9'

48.7'

11.3'

41.9'

21" Cedar

Planter

Planter

Planter

Planter

Bush

PavingBrick

30" Oak

Bush

Pole8" Flag

EM

PIR

E

DR.

(50'

WID

TH

R.O.W.)

See Sheet 41

ELEV = 541.39

CP #1001

N=6,983,012.383 E=2,503,217.764

"X" Cut Set

ELEV = 564.14

CP #1002

N=6,983,085.570 E=2,504,207.362

1/2" Steel Rebar Set w/ Red Trav Cap

6

0

MA

TC

H

MA

RK 12

+50 ~ 8"

WA

TE

R

MA

TC

H

MA

RK 12

+50 ~ 8"

WA

TE

RM

AT

CH

MA

RK 8+7

5 ~ 8"

WA

TE

R

8" Water

8" Water

50' ROW

RO

W

RO

W

42

PavementAsphalt


E=2503502.11

N=6983065.62

Connect to Ex. 8" Water (S)

Remove Ex. Tee (S)

42 LF 8" PVC C900 (DR-14)

2-Cut & plug Ex. 6" Water (SW & SE)

1-8" Gate Valve (S)

1-8" Gate Valve (W)

1-8" x 8" Tee

Install:


3.0'

3.0'

E=2503783.50

N=6983072.50


1-8" Gate Valve (W)

1-8" x 11.25° Horiz. Bend

1-8" x 45° Horiz. Bend

1-8" x 8" Tee

Install:


Ex. 6" Water

Cut & plug



REVISIONS


WATER

WASTEWATER

411Q 381

REFERENCES

FILE NUMBER

2

1


0' 20' 40'


0' 6' 12'


CAUTION ~ FIBER OPTIC !

Underground Fiber Optic Cables In Area

Contact Fiber Optic Co. Two Working

Days Prior To Constuction.

Tele: 1-800-344-8377

CAUTION ~ GAS !




Tele: 1-800-344-8377/1-800-545-6005

CAUTION ~ TELEPHONE !

Underground Telephone Cables In Area

Contact S.B.C. Two Working


Tele: 1-800-344-8377

CAUTION ~ POWER !

Underground Electrical Cables In Area

Contact TXU Two Working


Tele: 1-800-344-8377

AMI Components Shall be Disconnected, Reconnected,

Removed, or Installed by DWU Personnel ONLY.

Contact DWU Meter Reading Operations

(MRO) 5 working days in advance.

Tel: 214-670-5537

Email: [email protected]

CAUTION

Advanced Metering Infrastructure

(AMI) Meters In Area

(P) 214-343-1210

#700, DALLAS, TEXAS 75243

12801 NORTH CENTRAL EXPY,


INCORPORATED

EJES EJES

PROJECT LOCATION MAP

Not To Scale


INCORPORATED

PROJECTLOCATION

PID 3063

X


32-29W

LAKE

WOOD

AVALON

AU

BU

RN

CO

UNTRY C

L

UB

GASTON

GOLIAD

BELMONT

LAKESHORE

GOLIAD

PROSPECT

ORAM

MA

TIL

DA

CO

NC

HO

AL

DE

RS

ON

GL

AS

GO

W

SKIL

LM

ANLO

WELL

GLE

ND

ALE

BRYAN

BRYAN

LINDELL

HUDSON

ROSS

HU

BE

RT

MA

RY

HO

PE

PK

WY

GAST

ON

SL

AU

GHTER

PA

UL

US

REIG

ER

LA VISTALakewood

Country

Club

LA VISTA

SKIL

LM

AN

SWIS

S

LA VISTA AVE.

BH-H-10, 32-29S

8" WATER MAIN

MAPSCO: 36X & 36Y

ELEV = 531.49

BENCHMARK #1

BENCHMARK #3

CORNER OF THE INTERSECTION OF SKILLMAN ST. AND ORAM ST.


ELEV = 524.11


EST.'D WATER SERVICE


EST.'D WASTEWATER SERVICE

SERVICE RECONNECTION NOTES:

2.

NOTES

1.

HOURS PRIOR TO PLACEMENT OF HYDRANT. NO SEPARATE PAY ITEM.

DIRECTLY AFFECTED CITIZEN(S) AND WITH DWU INSPECTOR AT LEAST 48

CONTRACTOR TO COORDINATE ACTUAL LOCATION OF FIRE HYDRANTS WITH

ON THE ASSUMPTIONS PROVIDED BY THE SURVEY.

SURVEY DATA FOR DESIGN IS ON GRID COORDINATES. THE DESIGN RELIES

THE GROUND SURVEY WAS PERFORMED BY AZB LLC ON 07/17/2015. THE

BENCHMARK #2

SKILLMAN ST. AND LA VISTA DRCORNER OF THE INTERSECTION OF


ELEV = 526.12

intersection of Live Oak St. and Skillman St.

Std WDBM on concrete curb of storm sewer inlet inlet southeast corner of the

SKILLMAN ST. TO SWISS AVE.


2020

APRIL

IG RETSE NIOIS

SN LA

GNE

F

ST

OR

P

A

S

100114E

R EE

DE

R

ATE

FO TEX

PAUL O. ADEYEOLUWA

04/24/2020

TX-REG No. F-2488

EJES INCORPORATED

145.90'

50.00'

147.93' (PLAT 148.90')50.00'

65.00'60.00'65.00'75.00'

6205 LA VISTA DR.

RANDALL & LAURA K ELIA

VOL. 99129, PG. 4985

D.R.D.C.T.

6215 LA VISTA DR.

DEBORAH DVORACEK

VOL. 98097, PG. 4844

D.R.D.C.T.

6219 LA VISTA DR.

JOHN M OBERPTILLER AND

SUZANNE B MILLER

VOL. 2003070, PG. 8849

D.R.D.C.T.

6223 LA VISTA DR.

DAVID K LINE

INST. NO. 201200173312

D.R.D.C.T.

6027 SWISS AVE.

IVETTE LOZANO

INST. NO. 20090048344

D.R.D.C.T.

6208 LA VISTA DR.

JAMES H & JUNE S LEFTWICH

VOL. 92055, PG. 5158

D.R.D.C.T.

LOT 8 & W25' OF 9 LOT 11 & E 10' OF 10LOT 12 & W15' OF 13

LOT 14 & E 35' OF 13

LOT 13LOT 14

BLK 1/2143

BLK 2/1882


BR

YA

N P

KW

Y.

(50'

WID

TH

R.O.W.)

15' A

LLE

Y

110.46' (P

LAT 110.2

0')

139.96' (PLA

T 140.00')

217.23' (PLAT 216.10')

LOT 15 & NE 20' OF 16

6338 BRYAN PKWY.

DANA MICHELLE MILLET

INST. NO. 201000257801

D.R.D.C.T.

LOT 15 & NE 20' OF 16

BLK 2/1881

ICVICV

Planter

Bush

LP

WMPP

PavementAsphalt

Pave

ment

Asphalt

Driveway

Concrete

Driveway

Concrete

Pavem

ent

Concrete

PavementAsphalt

Concrete SidewalkConcrete Sidewalk

Concrete SidewalkConcrete SidewalkConcrete SidewalkConcrete Sidewalk

Driveway

Concrete

Driveway

Concrete

Driveway

Concrete

Concrete Sid

ewalk

Concrete Sid

ewalk

PP

OE

OE

8" P

VC

Water

(C#9

7-251-F)

6" Water (S-50)6" Water (S-50)

9 10 11 12

123.53'

125.00'

85.00' 50.00' 50.00' 68.25' 149.25'

6235 LA VISTA DR.

JOHN & MARY E DAVIES

VOL. 2004175, PG. 4548

D.R.D.C.T.

6239 LA VISTA DR.

JEFFREY M & KERA EVERETT

INST. NO. 20070089523

D.R.D.C.T.

6241 LA VISTA DR.

JOHN T McGARRY

INST. NO. 201400167137

D.R.D.C.T.

6243 LA VISTA DR.

WILLETTA STELLMACHER

VOL. 86044, PG. 2382

D.R.D.C.T.

6210 SWISS AVE.

U.S. POSTAL SERVICE

NO RECORDING

AVAILABLE

6120 SWISS AVE.

U.S. POSTAL SERVICE

LOT 14 & E 35' OF 13 LOT 7LOT 8

LOT 9 & W18.25' OF 10 LOTS 11, 12 & E31.75' OF 10

PART OF LOT 26

LOT 27 & PART OF 26

BLK 2/2143

BLK 3/1882

115.59'


)'01.

66

TA

LP(

'6

9.5

6

100.98' (PLA

T 101.5

0')

6223 LA VISTA DR.

DAVID K LINE

INST. NO. 201200173312

D.R.D.C.T.

LOT 14 & E 35' OF 13

(130' WID

TH R.O.W.)

SWIS

S AVE.

T

T

ICV

ICV

LP

LP

YL

YL

LP

WM

FH

LP

Pavem

ent

Asp

halt

Pavem

ent

Asp

halt

Pave

ment

Asphalt

Concrete

Sidew

alk

Concrete

Sidew

alk

Concrete Sidewalk

Concrete SidewalkConcrete SidewalkConcrete SidewalkConcrete Sidewalk

Concrete Sid

ewalk

Driveway

Concrete

Driveway

Concrete

Driveway

Concrete

Drivew

ay

Concrete

Sid

ewalk

Concrete

8" W

ater

8"

Water

6" Water (S-50)

F.B. 25 Pg. 60

8"

Water

F.B. 25 Pg. 60

13

ICV

TV

TV

TV

T T

ICVICVICV

TP

Sign

PP

PP

PPPP

PP PP

PP

PP

16OAK

PP

PP

26"ELM

18"OAK

28"Cedar

Crepe Myrtle

Crepe Myrtle

Crepe Myrtle

20"Pecan6"Hackberry

16"Hackberry

16"Hackberry28"Hackberry

16"Chinaberry16"Hackberry

26"Hackberry

Shrub

6"OAK

WV

WV

WWMH

WM

Elec Outlet

Wrought Ir

on Fence

1/2"CIRF

1/2"CIRF

Metal fence

Wood Fence

Tele MH

WWMH

WV

WWMH

Chainlink Fence

Asphalt Pave

ment

Asphalt Pave

ment

Concrete S

W

Concrete S

W

Concrete S

W

Concrete S

W

Wooden Fence

Chainlink Fence

CO WM

Chainlink Fence

WM

WM

WM

Chainlink Fence

1/2"CIRF

WM

WM

Tele MH

Bollard

WM

WM

CO

CP#3

CP#2Dirt/Gravel

Dirt/Gravel

60' ROW

60'

RO

W

60'

RO

W

BLK 94/3077

BLK 94/3077

BLK 95A/3078

LT 1 & SW 1/2 LT 2

404 E 9TH ST

INST #201700007935CANDLELIGHT COURT LLC

412 E 9TH ST

NE 1/2 LT 2

INST #201800256583GRBK FRISCO LLC

412 E 9TH ST

SW 1/2 LT 3

INST #201800256583GRBK FRISCO LLC

420 E 9TH ST

NE 1/2 LT 3

INST #201900034200ABENDSCHEIN ALYSSA

PT LT 4

119 DENVER ST

INST #201500343899JENSEN RYAN A

PT LT 5

111 DENVER ST

INST #201300316028MARIAS JUANA MARIA

425 E 10

TH S

T

INS

T #2015

00010

200

AL

VA

RE

ZP

EN

A T

ER

ES

A

LT 5

A

429 E 10

TH S

T

PT LT 5

INS

T #2013

00240535

BE

TJ

O

MA

NA

GE

ME

NT LLC

421 E 10TH ST

NE 1/2 LT 6

INST #201300078898CABRALES HECTOR

417 E 10TH ST

SW 1/2 LOT 6

INST #201400012046SONICK LLC

413 E 10TH ST

NE 1/2 LT 7

INST #201600200295THE FAMILY PLACE

401 E 10TH ST

LOT 7A

INST #201000273260DALLAS ISD

LOT 7A

108 N DENVER ST

VOL 2004228 PG 9817MENDEZ AMADOR

LOT 8

114 N DENVER ST

INST #20080289514

ONATE FRANCISCO J

N D

EN

VE

R S

T.

E 9TH ST.

E 10TH ST.60' ROW

N.

PA

TT

ON A

VE.

20' ALLEY




REVISIONS


WATER

WASTEWATER

411Q


REFERENCES

FILE NUMBER

2

1

2019


0' 20' 40'


0' 6' 12'


CRIADO CRIADO

CAUTION ~ GAS !



Tele: 1-800-344-8377/1-800-545-6005

CAUTION ~ POWER !

Overhead Electrical Cables In Area

Contact Oncor Two Working


Tele: 1-800-344-8377

Point Northing Easting Elev. Description

11:0

2:0

1 A

M4/14/2020

XXX

PID: 5155

44-23W

44-23S

6,958,821.998

6,959,101.164

2,484,848.124

2,485,276.251

510.464

508.269

6,959,319.160 2,485,617.614 508.903

MAPSCO: 54-D

ALLEY BETWEEN 9th AND 10th STREET

FROM PATTON AVENUE TO DENVER STREET

DEC.

CP-1 X-CUT

CP-2 X-CUT

CP-3 X-CUT

INLET NORTHWEST CORNER OF DAVIS ST AND ELSBETH ST.

STD WDBM ON CONCRETE CURB OF STORM SEWER DROP

INLET SOUTHEAST CORNER OF DAVIS ST AND VAN BUREN AVE

STD WDBM ON CONCRETE CURB OF STORM SEWER DROP

972.644.2800 | BinkleyBarfield.com

Binkley & Barfield, Inc. | TBPE No. F-257

1801 Gateway Blvd, Ste 101, Richardson, TX 75080

Firm No. F-4373

Tel 972.392.9092

DALLAS, TX 75244

4100 SPRING VALLEY RD., SUITE 1001

ELEV = 500.07

BM COD 1

ELEV = 530.74

BM COD 2

8" WASTEWATER & 8" WATER MAIN

NOTES:

ENGINEER IF ANY UTILITY CONFLICTS ARISE.

UTILITIES PRIOR TO ANY WORK BEGINNING AND CONTACT THE

CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING

ALL EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE. THE 2.

BY THE SURVEY DESIGNED ON GRID COORDINATES.

ON 09/18/19. THE DESIGN RELIES ON THE ASSUMPTIONS PROVIDED

THE GROUND SURVEY WAS PERFORMED BY P.J.B. SURVEYING1.


Depth and Location Unknown

ST

ATE

OF TEXAS

REGST RED

55371

PR

OF

ESSIONAL E

NGIN

EE

R

DAVID B. HAWKINS

I E

5TH

6TH

WO

OD

LA

WN

HAIN

ES

BIS

HOP MA

DIS

ON

BE

CK

LE

Y

CR

AW

FO

RD

MA

RS

ALIS

EWIN

G

11TH

9TH

ST

ORE

Y

CR

AWF

OR

DP

ATT

ON

DE

NVE

R

12TH

LE

AD

S

BETT10 TH

FLE

MIN

G

UP

TO

N

CLAR

END

ONPark

DART (B

NSF)

VIOLA

CO

MPTON

CU

MBE

RLA

ND

12TH

8TH

MELBA

9TH

10TH

SUNSET

JEFFERSON

CONROE

180

35E

77

67

180

411Q-1557, Pg. 6

Ex. 8" VCT WW

411Q-1557, Pg. 6

Ex. 8" VCT WW

Ex. 4" CI Water 411Q-1557, Pg. 6

411

Q-1557,

Pg. 6

Ex. 6"

CI

Water

411Q-15

57, P

g. 13

Ex. 8

" PVC W

ater

FB 5,

Pg. 41

Ex. 8"

DI

Water

FB 5,

Pg. 41

Ex. 8"

DI

Water

685W-956, Sh. 43

Ex. 8" Water

411

Q-1557,

Pg. 14

Ex. 8"

PV

C

WW

Ex. 4" CI Water 411Q-1557, Pg. 6

411

Q-1557,

Pg. 6

Ex. 8"

WW

411Q-1557, Pg. 6A

Ex. 6" WW

Abandoned4" CI Water

WV

Ex. 4'' Water

Abandon

0+001+002+003+004+00

Location and Elevation

Contractor to Field Verify


1 - 8"x8" Tee

Install:

E 2485974.92

N 6959329.11

Sta. 0+00.0 ~ 8" Water

8" WATER

0+00

1+002+003+004+00

CONSTRUCT 8" WASTEWATER MAIN

8" WW

8" WW

Built 1977

Ex. 8" VCT WW

In Same Trench of

Ex. 4" Water

Cut and Plug

500

495

490

485

480

475

505

510

500

495

490

485

480

475

505

510

0+001+002+003+004+00

Conn.

Prop. 8"

WW In (W)

RIM Ele

v.= 508.9

9

Constr

uct

4.0'

Dia

WW

MH

Re

move Ex.

WW

MH

Sta. 0+0

0.0 ~ 8"

WW

8" ON 0.35%8" ON 0.35%

FL 8"

499.3

1 Out (E)

FL 8"

499.4

1 In (S

W)

FL 8"

500.7

6 Out (N

E)

Conn. Ex. 8" WW Out (SE)

Conn. Prop. 8" WW In (W)

RIM Elev. =508.99

Construct 4.0' Dia WWMH

Remove Ex. WWMH

E 2485645.77

N 6959319.65

Sta. 0+00.0 ~ 8" WW

FL Ex. 8"

498.9

9 Out (S

E)

FL 8" 499.11 In (W)

Connect Prop. 8" WW Out (NE)

Install Access Device

Remove Ex. WWMH

E 2485264.42

N 6959099.46

Sta. 4+43.4 ~ 8" WW

Ex. Ground

Prop. 8" Water (6' Lt)Prop. 8" Water (6' Lt)

Prop. 8"

Water Crossin

g

Sta. 0+3

9.3 ~ 8"

WW

Ex. 8"

Gas Crossin

g

Sta. 0+0

7.6 ~ 8"

WW

Ex. 8"

Water Crossin

g

Sta. 0+0

3.7 ~ 8"

WW

Ex.

UG

T Crossin

g

Sta. 0+14.6 ~ 8"

WW

Ex. Ground

Conn.

Prop. 8"

WW Out (E)

Conn.

Prop. 8"

WW In (S

W)

RIM Ele

v.= 508.5

9

Constr

uct

4.0'

Dia

WW

MH

Sta. 0+5

6.8 ~ 8"

WW

Connect Prop. 8" WW Out (E)

Connect Prop. 8" WW In (SW)

RIM Elev. = 508.59

Construct 4.0' Dia WWMH

E 2485590.27

N 6959307.30

Sta. 0+56.8 ~ 8" WW

1 - 8" Gate Valve

Install:

E 2485954.18

N 6959315.88

Sta. 0+24.6 ~ 8" Water

Ex. 4" Water

Cut and Plug

Ex. 8" WW @ 0.36%

Ex. 8" WW @ 0.36%

Class "B-1a" Embedment

ASTM D2241, (SDR 26)/D-3139

Pressure Rating 160 psi

443 L.F. 8" PVC Wastewater Pipe

FL 8"

499.9

1

FL 8" 499.5

6

FL 8"

500.2

6

FL 8" 500.6

1

Ex. 8" WW @ 0.36%

Location and Elevation

Contractor to Field Verify


1 - 8" Gate Valve

Install:

Ex. 8" Gate Valve

Ex. 8"x4" Reducer

Remove:

E 2485614.03

N 6959098.92

Sta. 4+28.1 ~ 8" Water 4.0' Minimum Cover (No Profile)

Class "C+" Embedment

AWWA C900 (DR14)

INSTALL 428 LF 8" PVC WATER MAIN

Conn.

Prop. 8"

WW Out (N

E)

RIM Ele

v.= 507.8

9

Install Access Devic

e

Re

move Ex.

WW

MH

Sta. 4+4

3.4 ~ 8"

WW

331557

04.14.2020

PROJECT LOCATION

general legends general notes · 6/20/2020 · general legends general notes general pavement...

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