4-CPN 104760 - Pinson Street - 100% Design - Plans - 11-6-2025.pdf

MAYOR

PUBLIC WORKS DEPARTMENT

THE CITY OF FORT WORTH, TEXAS

LOCATION MAP

N.T.S.

CITY MANAGER

TRANSPORTATION & PUBLIC WORKS DEPARTMENT

DATE:

DATE:

CITY PROJECT NO. 104760

CITY ENGINEER, TRANSPORTATION AND

FT123536

R

PROGRAM MANAGER, TRANSPORTATION AND PUBLIC WORKS

CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS

DATE:

PROJECT MANAGER, TRANSPORTATION AND PUBLIC WORKS

MATTIE PARKER

MICHAEL OWEN, P.E.

MICHAEL OWEN, P.E.

PROJECT LOCATION

PUBLIC WORKS DEPARTMENT

LAUREN PRIEUR, P.E.

CHAD ALLEN, P.E.

VILLAGE CREEK ROAD TO CARVERLY AVENUE

2022 BOND SIDEWALK YEAR 2 - PINSON STREET

DIRECTOR, TRANSPORTATION AND

PINSON STREET

TURNER STREET

COTTEY STREET

M O

U N

T

H

O R

U M

W A

Y

E BARRY ST

FITZHUGH AVENUE

V

IL

L A

G E

C

R E

E K

R

D

S T

A L

C U

P

R

D

F A

R R

E L L

L

N

C A

R V

E R

L Y

A

V E

K-FILE NO.

X-FILE NO. X-28300

MAPSCO NO. 79T AND 79U

COUNCIL DISTRICT 5

PAVING IMPROVEMENTS

K-3300

JESUS "JAY" CHAPA

FANTA KABA, P.E.

K -3

X -2

SEPTEMBER 2025

DATE:

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

TEXAS NO: 115530

NOT FOR CONSTRUCTION

AUTHORITY OF TODD C. BUCKINGHAM, P.E.

9/5/2025

DATE:

DATE:

PROGRAM MANAGER, TRANSPORTATION AND PUBLIC WORKS

CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS

DATE:

PROJECT MANAGER, TRANSPORTATION AND PUBLIC WORKS

MICHAEL OWEN, P.E.

CHAD ALLEN, P.E.

FANTA KABA, P.E.

Nov 3, 2025

Nov 4, 2025

Nov 5, 2025

115530 L

IC E N SED

S

T A

TE OF TEX

A

S

P R

O F

E S

SIO N AL EN

G

IN

E E

R

TODD C. BUCKINGHAM

02/26/202011/06/2025

D a t e

P lo t t e r

A

C C

O U

N T

S e p

:2

:5

J

P lo t d r v

V .1

P D

F

F il e

P D

F

M o n o .p lt c f g

N

IF

D r a w in g s

G e n e r a l\ c v t r t g n in d e x .d g n

.0 in

P lo t

S c a le

M ic r o

S t a t io n

V s e r

Date: Sep. 05, 2025 - 10:23:58 AM User: 08470File:On SiteOffice:

O n

S it e

O f f ic e

N:\IF\Drawings\1. General\cv-trt-gn-index.dgn

P r o j e c t

F r e e s e a d

N ic h o ls In c

T r u e y p e

F o n t s

REVISIONS

CONSTRUCTION NOTES

MAPSCO NO. 79T AND 79U

DESCRIPTION DATENO.

CITY OF FORT WORTH, TEXAS

TRANSPORTATION AND PUBLIC WORKS

TRANSPORTATION PROGRAMMING

& CAPITAL PROJECT DIVISION

HORIZONTAL & VERTICAL CONTROL

2022 BOND SIDEWALK

YEAR 2 - PINSON STREET

B

O N

D S

ID

E W

A L

K Y

E A

R P

IN

S O

N S

T R

E E

T

Freese and Nichols, Inc.

Texas Registered Engineeering Firm F-2144

ELEV: 584.35

E: 2358234.93 N: 6945790.13

FTW BM 7511

ELEV: 572.07

E: 2359193.45 N: 6945842.51

FTW BM 7510

DATE:

SCALE:

FULL SIZE

DESIGNED:

DRAWN:

SHEET

ELEV: 584.58

E: 2358256.26 N: 6945790.07

BM 2

ELEV: 592.61

E: 2357180.61 N: 6945820.97

BM 3

ELEV: 592.76

E: 2356222.65 N: 6945924.09

BM 4

ELEV: 611.49

E: 2355103.52 N: 6945867.09

BM 5

FT123536

DATE:

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

TEXAS NO: 115530

NOT FOR CONSTRUCTION

AUTHORITY OF TODD C. BUCKINGHAM, P.E.

1-800-DIG-TESSALL OTHER FACILITIES

(682) 226-9371CHARTER COMM.

(817) 253-6182AT&T COMM.

(817) 215-6214ONCOR GAS & ELECTRIC

(817) 215-4366ATMOS ENERGY

(817) 392-8100FORT WORTH T&PW

(817) 392-8296FORT WORTH WATER DEPT.-FIELD OPERATIONS

EXCAVATING AT EACH LOCATION:

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED.

NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,

FILE# K-3300 CITY PROJECT # 104760FILE# X-28300

9/5/2025

K -3

X -2

8/6/2025 2

FRR

LCH NTS

INDEX OF SHEETS

IMPROVEMENTSGENERAL

1 SHEETCOVER

2 SHEETS OFINDEX

3-5 NOTESGENERAL

6 LAYOUT PROJECT AND CONTROLSURVEY

7 DATAALIGNMENT

8 SUMMARYQUANTITY

9 SECTIONSTYPICAL

10-16 PLANREMOVAL

17-18 PLAN CONSTRUCTIONISWM

19 DETAIL PROTECTIONTREE

DETAILS CONTROL TRAFFIC WORTH FORT OFCITY

20 BARRICADES AND SIGNS TYPICAL CONTROL TRAFFIC -D661

DETAILS CONTROL EROSION WORTH FORT OFCITY

21 PROTECTION INLET CURB WEIR WIRE 2"X4" -D430

IMPROVEMENTSSIDEWALK

22-28 PLANSIDEWALK

29-35 PLAN GRADING RAMPCURB

36 DETAILS PAVINGMISCELLANEOUS

DETAILS PAVING WORTH FORT OFCITY

37 JOINT CONSTRUCTION -D511

38 JOINT EXPANSION -D513

39 JOINT DUMMY SAWED -D516

40 DETAIL JOINT EXPANSION REDWOOD -D517

41 DETAIL JOINT SAWED -D518

42 REPAIR TRENCH PAVEMENT ASPHALT -D520

43 APPROACH DRIVEWAY RESIDENTIAL CONCRETE -D528

44 PAN - APPROACH DRIVEWAY RESIDENTIAL CONCRETE -D529

45 GUTTER AND CURB STANDARD -D534

46 INTERSECTION RESIDENTIAL R-1 TYPE -D535

47 RAMP CURB PERPENDICULAR P-1 TYPE -D540

48 CURB) TO ADJACENT (SIDEWALK RAMP CURB PARALLEL P-2 TYPE -D541

49 SURFACE WARNING DETECTABLE -D545

50-51 DETAILS SIDEWALK -D546

DETAILS SIGNAGE AND MARKING PAVEMENT WORTH FORT OFCITY

52-57 DETAILS MARKINGS PAVEMENT -D642

58 LINES YIELD AND BARS STOP CROSSWALKS, -D643

59 DETAIL POST SIGN -D684

DETAILS UTILITY - WORTH FORT OFCITY

60 SERVICES WATER FOR EMBEDMENT -D104

61 SERVICE WATER 1-INCH -D111

62 BOX METER CONCRETE STANDARD 1-INCH -D116

63 BOX METER CONCRETE STANDARD 2-INCH -D117

SECTIONSCROSS

64-81 SECTIONS CROSS STREETPINSON

115530 L

IC E N SED

S

T A

TE OF TEX

A

S

P R

O F

E S

SIO N AL EN

G

IN

E E

R t e

P lo t t e r

A

C C

O U

N T

N o v

:1

:3

P

J

P lo t d r v

V .1

P D

F

F il e

P D

F

M o n o .p lt c f g

N

IF

D r a w in g s

G e n e r a l\ c v t r t g n n o t e s .s h t

.0 in

P lo t

S c a le

M ic r o

S t a t e r

Date: Nov. 06, 2025 - 03:17:36 PM User: 02803File:On SiteOffice:

O n

S it e

O f f ic e

N:\IF\Drawings\1. General\cv-trt-gn-notes01.sht

P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

REVISIONS

CONSTRUCTION NOTES

MAPSCO NO. 79T AND 79U

DESCRIPTION DATENO.

CITY OF FORT WORTH, TEXAS

TRANSPORTATION AND PUBLIC WORKS

& CAPITAL PROJECT DIVISION

TRANSPORTATION PROGRAMMING

HORIZONTAL & VERTICAL CONTROL

YEAR 2 - PINSON STREET

2022 BOND SIDEWALK

B

O N

D S

ID

E W

A L

K Y

E A

R P

IN

S O

N S

T R

E E

T

Texas Registered Engineeering Firm F-2144 Freese and Nichols, Inc.

ELEV: 584.35

E: 2358234.93 N: 6945790.13

FTW BM 7511

ELEV: 572.07

E: 2359193.45 N: 6945842.51

FTW BM 7510

DATE:

SCALE:

FULL SIZE

DESIGNED:

DRAWN:

SHEET

ELEV: 584.58

E: 2358256.26 N: 6945790.07

BM 2

ELEV: 592.61

E: 2357180.61 N: 6945820.97

BM 3

ELEV: 592.76

E: 2356222.65 N: 6945924.09

BM 4

ELEV: 611.49

E: 2355103.52 N: 6945867.09

BM 5

FT123536

DATE:

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

TEXAS NO: 115530

NOT FOR CONSTRUCTION

AUTHORITY OF TODD C. BUCKINGHAM, P.E.

1-800-DIG-TESSALL OTHER FACILITIES

(682) 226-9371CHARTER COMM.

(817) 253-6182AT&T COMM.

(817) 215-6214ONCOR GAS & ELECTRIC

(817) 215-4366ATMOS ENERGY

(817) 392-8100FORT WORTH T&PW

(817) 392-8296FORT WORTH WATER DEPT.-FIELD OPERATIONS

EXCAVATING AT EACH LOCATION:

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED.

NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,

FILE# K-3300 CITY PROJECT # 104760FILE# X-28300

9/5/2025

K -3

X -2

8/6/2025ZLG

FRR

N.T.S. 3

GENERAL NOTES

REQUIREMENTS GENERAL- 01DIVISION

GENERAL:

CONSTRUCTION. TO PRIOR HOURS 48 LEASTAT

WRITING IN AGENCIES OR COMPANIES)ILITY (UT OWNERS AFFECTED ANYNOTIFY

SHALL CONTRACTOR THE ITEMS. BID VARIOUS FOR PROPOSAL THE IN BIDPRICE

THE IN INCLUDED BE SHALL WHICH OF COST THE WORK, OF ITEMSUBSIDIARY

A AS CONSIDERED BE SHALL WORK THIS WORK. THE FROM RESULTINGTHERETO

DAMAGE ANY REPAIRING AND THEREOF PROTECTION AND SAFETY THE FORAND

CONSTRUCTION, DURING FACILITIES UNDERGROUND SUCH OF OWNERS THEWITH

ORKW THE OF COORDINATION FOR FACILITIES, UNDERGROUND ALLLOCATING

FOR DATA, OR INFORMATION SUCH ALL CHECKING AND REVIEWINGFOR

ESPONSIBILITY R FULL HAVE SHALL CONTRACTOR THE DATA. ORINFORMATION

SUCH ANY OF COMPLETENESS OR ACCURACY THE FORRESPONSIBLE

BE NOT SHALL ENGINEER AND CITY THE FIELD. THE IN OBSERVEDAPPURTENANCES

PHYSICAL ON OR FACILITIES UNDERGROUND SUCH OF OWNERS THE BYFURNISHED

TION INFORMA ON BASED AND APPROXIMATE IS SITE THE TOCONTIGUOUS

OR AT FACILITIES UNDERGROUND EXISTING TO RESPECT WITH SHOWNDATA

AND INFORMATION THE EXCAVATION. TO PRIOR PRIVATE, OR PUBLICWHETHER

UTILITIES, ALL LOCATING FOR RESPONSIBLE BE SHALL CONTRACTORTHE1.

CONSTRUCTION. TO PRIOR UTILITIESEXISTING

LOCATE TO) WWW.TEXAS811.ORG OR1-800-DIG-TESS ( 811 TEXASNOTIFYa.

: EXCAVATION TO PRIOR HOURS 48 PROVIDERS ELECTRICALCONTACT

PROJECT. THIS ALONG EXIST MAY LINES ELECTRIC BURIEDCAUTION!b.

LINE GAS A ENCOUNTERING OFHOURS

(2) TWO WITHIN AND EXCAVATION, TO PRIOR HOURS 48 ENERGYATMOS

CONTACT PROJECT. THIS ALONG EXIST MAY LINES GAS BURIEDCAUTION!c.

EXCAVATION:

TO PRIOR HOURS 48 COMPANIESCOMMUNICATION CONTACTPROJECT.

THIS ALONG EXIST MAY CABLES COMMUNICATION BURIEDCAUTION!d.

INTERSECTION.THE

AT WORK COMMENCING TO PRIOR HOURS 72 INTERSECTIONSLIZEDNASIG

AT LOCATES LINE CONDUIT PERFORM TO 817-392-8100 AT CITY THECONTACT

SHALL CONTRACTOR THE CONTRACTOR. THE OF EXPENSE THE ATREPLACED

BE SHALL INTERSECTIONS SIGNALIZED AT DAMAGES ANYINTERSECTIONS.

SIGNALIZED AT CONDUIT UNDERGROUND AND LOOPS, DETECTIONBOXES,

GROUND HARDWARE, SIGNAL EXISTING PROTECT SHALL CONTRACTORTHE

EXCAVATION. TO PRIOR HOURS 72 T/PW, WORTH FORT OF CITY OFDIVISION

MANAGEMENT TRAFFIC NOTIFY SHALL CONTRACTOR THEINTERSECTION,

SIGNALIZED ANY OF FEET 200 WITHIN WORK DOING WHENCAUTION!e.

EXCAVATION. ANY OF START THE TO PRIOR HOURS 48MANAGER

PROJECT WORTH FORT OFCITY THE NOTIFY SHALLCONTRACTOR THEf.

CONSTRUCTION. TO PRIORSTRUCTURES

ALL OF CONFIGURATION AND ELEVATION, LOCATION, SIZE, EXACT THEVERIFY

SHALL CONTRACTOR THE APPROXIMATE. ARE PLANS THESE ON SHOWN BEMAY

WHICH ETC. STRUCTURES, WALLS, RETAINING DRIVEWAYS, ALL OF LOCATIONTHE2.

DRAWINGS. THE IN DESIGNATED AS BESHALL

ITEMS THESE OF REPLACEMENT AND REMOVAL REMOVAL. FOR DESIGNATEDNOT

ARE THAT SIDEWALKS AND DRIVEWAYS, GUTTER, AND CURB CONCRETEPROTECT3.

ITEM.

PAY SEPARATE A NOT CONTROLS. AND FACILITIES TEMPORARY 00 50 01SECTION

PER NECESSARY IF, OWNERS PROPERTY AFFECTED TO FACILITIES SEWERSANITARY

TEMPORARY PROVIDE SHALL CONTRACTOR PROPERTY. PRIVATE ANDPUBLIC

OF SAFETY PERSONAL THE INCLUDING AREA, PROJECT THE TO ADJACENT ANDAT

SAFETY GENERAL THE MAINTAINING FOR RESPONSIBLE BE SHALLCONTRACTOR4.

COMPANY.

OR LOGO NAME,S' CONTRACTOR THE IDENTIFY WHICH TIMES ALL ATBADGES

OR HATS CLOTHING, IDENTIFYING HAVE SHALL PERSONNELS'CONTRACTOR5.

13. 3501

SECTION PER PROPERTY EACH ON WORK BEGINNING TO PRIOR OWNERSPROPERTY

AFFECTED ALL TO HANGER) (DOOR NOTICES DISTRIBUTE SHALL CONTRACTORTHE6.

VIDEO. PRECONSTRUCTION 33 32 01 SECTION PER WORK SUBSIDIARYCONSIDERED

BE SHALL PROPERTIES IMPACTED OF VIDEO PRE-CONSTRUCTION THISNUMBER.

STATION AND NAME MAIN/LATERAL AND ADDRESS PROPERTY OFIDENTIFICATION

AUDIO AND NOTATION, DATE, INCLUDE SHALL VIDEOS WORK. TO PRIORAREAS

PROPERTY PRIVATE IMPACTED POTENTIALLY ALL VIDEO SHALL CONTRACTORTHE7.

VEHICLES. ALL ON IDENTIFICATION HAVE ALSO SHALL CONTRACTOR THETIMES.

ALL AT HATS OR CLOTHING IDENTIFYING HAVE SHALL PERSONNELS'CONTRACTOR8.

6.02. ARTICLE 00, 72 00 SECTION CONDITIONS, GENERAL PERCONTRACTOR

THE BY REQUEST WRITTEN REQUIRE WILL HOURS WORKINGREGULAR

BEYOND WORK PROPOSED ANY 6.04. ARTICLE 00, 72 00 SECTIONCONDITIONS,

GENERAL PER PAYMENT PROGRESS THE WITH ALONG UPDATESMONTHLY

PROVIDE AND 16, 32 01 SECTION WITH ACCORDANCE IN SCHEDULECONSTRUCTION

A PROVIDE SHALL CONTRACTOR THE MEETING,PRE-CONSTRUCTION

THE AT CITY. THE BY DIRECTED OR APPROVED UNLESS FRIDAY THRU MONDAYPM

6:00 TO AM 7:00 OF HOURS THE TO LIMITED BE SHALL ACTIVITIESCONSTRUCTION9.

CONDITIONS. GENERALTHE

AND REQUIREMENTS, PRODUCT 00 60 01 SECTION AND SUBMITTALS 00 33 01SECTION

REFERENCE EXPENSE.S' CONTRACTOR THE AT SPECIFICATIONS ANDDETAILS

STANDARD THE WITH CONFORM THAT MATERIALS WITH REPLACED ANDREMOVED

BE SHALLONS SPECIFICATI AND DETAILS STANDARD THE WITHNON-COMPLIANT

AS CITY THE BY IDENTIFIED ARE THAT ETC. MATERIALS, ACTIVITY,CONSTRUCTION

ANY REVIEW. FOR MEETING PRE-CONSTRUCTION THE ATMANAGER

PROJECT CITY INSPECTOR, CITY THE TO SUBMITTED BE SHALL DRAWINGSSHOP10.

BID. ITEMS VARIOUSTO

SUBSIDIARY CONSIDERED IS ITEM THIS WITH ASSOCIATED WORK 23. 74 01SECTION

PER CONSTRUCTION THE FROM DEBRIS AND MUD OF FREE PROJECT TOADJACENT

SIDEWALKS AND STREETS KEEPING FOR RESPONSIBLE IS CONTRACTORTHE11.

23. 74 01 SECTIONPER

WORK, TO PRIOR EXISTED WHICH THAT THAN BETTER OR AS GOOD ASCONDITION

A TO OPERATIONS OF AREA THE RESTORE AND UP CLEAN SHALL CONTRACTORTHE12.

ACCEPTANCE.FINAL

AND REVISIONS, REVIEW,FOR CITY THE TO 31 01 33 AND 39, 78 01 19, 77 01SECTIONS

PER REPORT SERVICE AND REPORT PIPE ETC., RESULTS, LINERVIDEO/REPORTS,

CCTV DRAWINGS, SHOP PIPE APPROVED FINAL SHEETS, CUTREDLINES,

PROVIDE SHALL CONTRACTOR THE FINAL, PROJECT THE SCHEDULING TOPRIOR13.

CITY. THE TO FURNISHED COPYA

AND CONTRACTOR THE BY WRITING IN SECURED BEEN HAS OWNER PROPERTYTHE

OF APPROVALSPECIFIED THE UNTIL AND UNLESS PROPERTY PRIVATE ONSTORED

BE NOT SHALL MATERIALS OR EQUIPMENT 00. 11 01 SECTION PERCONSTRUCTION

TO PRIOR HOURS 48 OWNER PROPERTY THE CONTACT SHALL CONTRACTORTHE

PROPERTY, PRIVATE ENTER OR WORK CONTRACTOR A THAT REQUIRED IS ITWHEN14.

COST. OWNTHEIR

AT MATERIAL THE REMOVE SHALL AND FILL SUCH FROM RESULTINGDAMAGE

ALL FOR RESPONSIBLE SHALL CONTRACTOR PERMISSION, WRITTENWITHOUT

AREAS THE IN MATERIAL EXCESS PLACES CONTRACTOR THE IFADMINISTRATOR.

PLAIN FLOODS' CITY THE AND OWNERROPERTY P AFFECTED THE FROMPERMISSION

WRITTEN WITHOUT WAY DRAINAGE NATURAL IN PLACED BE NOT MAYMATERIAL

SURPLUS SO. STATING LETTER A PROVIDE SHALL CONTRACTOR THE LIMITS,CITY

THE WITHIN NOT IS LOCATION THE IF LIMITS. CITY THE WITHIN IFADMINISTRATOR

PLAINFLOOD S' CITY THE TO ACCEPTABLE SITE A AT OF DISPOSEDPROPERLY

BE SHALL ETC. TRASH, DIRT, INCLUDING EXCAVATION FROMMATERIALS

SURPLUS ITEM. PAY SEPARATE A NOT AND INCIDENTAL BE SHALL THISMATERIAL.

SURPLUS ALL AREA PROJECT THE FROM REMOVE SHALL CONTRACTORTHE15.

CONSIDERED. BE SHALL DOCUMENTS, CONTRACTTHE

OR PLANS THESE WITHIN INDICATED SPECIFICALLY AS EXCEPT PAY, SEPARATENO

INCLUDED. IS ITEM BID SPECIFIC NO IF ITEM, BID RESPECTIVE EACH IN INCLUDEDBE

SHALL FACILITIES EXISTING TO CONNECTIONS PROPOSED WITH ASSOCIATEDCOSTS16.

PERIOD.CONSTRUCTION

THE OF DURATION THE FORESON Z SCHOOL OF VICINITY THE IN MEASURESSAFETY

ADDITIONAL IMPLEMENT SHALL CONTRACTOR THE WORKDAY. EACH OF ENDTHE

AT UP OPEN BE SHALL TRAFFIC OF LANES ALL AND TIMES, ALL AT OPENREMAIN

SHALL LANE ONE SITES. CONSTRUCTION AROUND ROUTES ALTERNATIVEPOSSIBLE

ND A DURATION, CONSTRUCTION CONSTRUCTION, OF STUDENTS ANDPARENTS

INFORM TO SUGGESTED IS MARQUEE SCHOOL THE ON NOTE A AREA. THEIN

CONSTRUCTION OF ADMINISTRATORS AND PRINCIPALS INFORM TOCONSTRUCTION

BEGINNING TO PRIOR SCHOOLS LOCAL CONTACT SHALLCONTRACTOR17.

ROW. CITY IN WORK FOR TPW ANDINSPECTOR

CITY THE TO 26 55 01 SECTION PER SUBMITTED BE SHALL PERMIT USESTREET18.

PROPOSAL. THE INLISTED

ITEMS VARIOUS FORICESPR BID UNIT THE IN REFLECTED AND COSTPROJECT

THE TO SUBSIDIARY CONSIDERED BE SHALL WORK, OF SUMMARY 00 11 01SECTION

PER FENCES TEMPORARY AND EXISTING OF REPLACEMENT ANDREMOVAL

CONSTRUCTION. TO PRIOR NOTIFIED BE SHALL OWNERS PROPERTY AFFECTEDALL

FENCING. ORIGINAL UNDAMAGED OR FENCE NEW A WITH REPLACED BESHALL

LINK, CHAIN OR WOODEN FENCES, REMOVED CONSTRUCTION. DURINGFENCING

TEMPORARY PROVIDE AND OPERATION CONSTRUCTION WITHINTERFERING

EASEMENTS, WITHIN LOCATED FENCES, ALL REMOVE SHALL CONTRACTORTHE19.

NOTES DEPARTMENT RECREATION &PARK

REQUIREMENTS GENERAL- 01DIVISION

FACILITIES. CITY AND PARKWAYS, CLIPS,CORNER

ROUNDABOUTS, MEDIANS, RIGHTS-OF-WAY, INCLUDING PARD BY MAINTAINEDLAND

AND PARKLAND CITY TO ADJACENT OR WITHIN CONDUCTED WORK FORGUIDELINES

PROVIDES (PARD) DEPARTMENT RECREATION & PARK WORTH FORT OFCITY THE

817-392-5764) PLANNER (PARK PARKSCITY

CODE. WILDLIFE AND PARKS TEXAS THE OF 26 CHAPTER WITH ACCORDANCEIN

CONVERSION PARKLAND A NECESSITATES PARKLAND WITHIN EASEMENTSRECORDED

OF OUTSIDE IMPROVEMENTS UTILITY PROPOSED ANY: CONVERSIONPARKLAND1.

PARD. FROM APPROVAL WRITTEN PRIORWITHOUT

PARKLAND ON PROHIBITED ARE TESTING MATERIALS AND STORAGE,MATERIAL

AREAS, STAGING EQUIPMENT, CONSTRUCTION ACTIVITIES:CONSTRUCTION2.

REQUIREMENTS. FENCING PARKLANDAND

MEASURES, PROTECTION TREE UTILITIES, PARD IDENTIFY TO 817-392-5764 ATPARD

WITH MEETING ON-SITE AN SCHEDULE TO REQUIRED IS NOTICE 72-HOURMINIMUM

A PARKLAND, ON WORK COMMENCING BEFORE MEETING:PRE-CONSTRUCTION3.

COMPLETION. PROJECT UPONFENCING

REMOVE PERIOD. CONSTRUCTION THE THROUGHOUT PARKLAND THESAFEGUARD

TO LINE PROPERTY PARK THE ALONG FENCING INSTALL PROTECTION:PARKLAND4.

PARD. TO COST ADDITIONAL NO AT BETTER ORCONDITIONS

PRE-CONSTRUCTION TO RESTORED BE MUST EQUIPMENT OR SYSTEMS,IRRIGATION

VEGETATION, SOIL, EXISTING TO DISTURBANCES ALL RESTORATION:SITE5.

SEEDING). NON-NATIVE - 14 92 32 AND SODDING, - 13 92 32 TOPSOIL, -19

91 32 DOCUMENTS SPECIFICATION CONSTRUCTION STANDARD WORTH FORT TO(REFER

SODDING OR SEEDING BEFORE SOIL CLEAN WITH BACKFILL LARGER. OR INCH 1ROCKS

AND DEBRIS CONSTRUCTION OF FREE BE MUST SOIL THE REQUIREMENTS:SOIL6.

SEEDING. NON-NATIVE - 14 92 32 AND/ORSODDING

- 13 92 32 DOCUMENTS SPECIFICATION CONSTRUCTION STANDARD (CFW)WORTH

FORT OF CITY THE TO ADHERE MUST INSTALLATION TURF INSTALLATION:TURF7.

14). 92 32 AND13

92 32 DOCUMENTS SPECIFICATION CONSTRUCTION STANDARD WORTH FORT TO(REFER

TICKET DELIVERY THE WITH ALONG INSTALLATION, TO PRIORHYDROMULCHING

AND SEEDING, SOD, SOIL, FOR CERTIFICATIONS OF COPIES WITHPARD

PROVIDE MUST CONTRACTOR THE REQUEST, UPON CERTIFICATIONS:MATERIAL8.

COMPLETION.

PROJECT UPON REMOVED BE MUST PROTECTION, TREE AND FENCE SILTINCLUDING

FENCING, AND MATERIALS CONTROL EROSION ALL REMOVAL: CONTROLEROSION9.

817-392-5739) OR 817-392-5729 FORESTER (CITY TREESCITY

CITYTREEPERMITS@FORTWORTHTEXAS.GOV

WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/PARKS/SERVICES/FORESTRY

. 817-392-5739 OR817-392-5729 OR

OR

RD-FORESTRY: PAT CONTAC PARD. TOEXPENSE

NO AT PERMIT, THE IN STATED AS ARBORIST, ISA-CERTIFIED AN OF UTILIZATIONTHE

REQUIRES PURPOSES PRECONSTRUCTION FOR REQUIRED PRUNINGPARD-FORESTRY.

FROM OBTAINED BE SHALL TREES CITY-OWNED OF PRUNING ORPLANTING

REMOVAL, FOR PERMITS ISSUED. BEEN HAS PERMIT CORRESPONDING UNTILWORK

WITH PROCEED TO APPROVAL CONSTITUTE NOT DOES PLANS OFAPPROVAL

RIGHT-OF-WAY. INCLUDING PROPERTY CITY-OWNED ON TREES OVERJURISDICTION

HAS (PARD-FORESTRY) SECTION RECREATION-FORESTRY & PARK 33, CHAPTERPER.10

PROJECT.THE

OF COMPLETION UNTIL REMAIN AND FORESTER CITY BY INSPECTED BE,BEGINS

GRADING/CONSTRUCTIONBEFORE PLACE IN PUT BE SHALL PROTECTIONTREEA.

).RBOLES" Á DENPROTECCIÓ

DEREA Á ENTRE,NO (" AREA" PROTECTION TREE OUT,KEEP "READS,

THAT SPANISH AND ENGLISH IN FENCING PROTECTIVE ON SIGNBILINGUAL

WITH DRIPLINE TREE THE AT INSTALLED FENCING LINK CHAIN TALL,4-FOOTI.

APPROVAL.

FORESTER CITY WITHOUT FENCING TREE PROTECTIVE THE INSIDESUPPLIES

OR EQUIPMENT OF STORING OR PARKING EXCAVATION, GRADING, ENTRY,NOII.

FORESTER. CITY BY GIVEN APPROVALPRIOR

UNLESS HAND, BY DONE BE TO FENCING TREE PROTECTIVE INSIDE WORKALLIII.

SAW. A WITH CUT CLEAN BE SHALL ROOTSAPPROVAL.

FORESTER CITY WITHOUT CUT BE NOT SHALL LARGER OR 2-INCHROOTSIV.

SPREAD. WILT OAKPREVENT

TO EXPOSURE OF MINUTES 30 WITHIN PAINT SPRAY PURPOSEGENERAL

WITH PAINTED BE SHALL ROOTS, INCLUDING TREES, OAK ON CUTSALLV.

TREES TO DAMAGES OFASSESSMENTB.

ADMINISTRATOR. CONTRACTTHE

TO REPORTED AND NOTED BE WILL DAMAGE ANY BEGINS, WORKCONTRACT

BEFORE AREA CONTRACT THE IN TREES CHECK WILL CONTRACTORTHEI.

PERIOD. CONTRACT THE DURINGTREES

THE OF CHECKS RANDOM CONDUCT WILL ADMINISTRATOR CONTRACTTHEII.

INSPECTION. THE ATTENDWILL

CONTRACTOR AND ADMINISTRATOR, CONTRACT FORESTER, CITYPERIOD.

CONTRACT THE OF END THE AT MADE BE MAY TREES ALL OF CHECKAIII.

CONTRACTOR. THE AND FILE CONTRACT TOCOPY

WITH FORESTER CITY THE TO MEMO BY DOCUMENTED BE SHALLDAMAGESIV.

INCH. CALIPER PER $200 OF RATE A AT FUND TREE TOCONTRACTOR

THE BY FOR COMPENSATED BE SHALL PERIODESTABLISHMENT

2-YEAR THE SURVIVE NOT DOES THAT TREE ANY 2-YEARS. THANSSLE NOT

OF PERIOD A FOR TREES REPLACEMENT OF MAINTENANCE ANDMULCHING

WATERING, PLANTING, THE FOR RESPONSIBLE BE SHALLCONTRACTOR

THE GREATER. OR DBH 30-INCH ARE WHICH TREES FOR INCH PER2-INCH

AND DBH 30-INCH THAN LESS ARE WHICH REMOVED OR DAMAGEDTREES

FOR CALIPER IN 2-INCH OF TREE REPLACEMENT OF SIZE MINIMUM AWITH

BASIS INCH CALIPER PER INCH CALIPER A ON MADE BE SHALLREPLACEMENT

PARD. BY DESIGNATED BE TO LOCATION A AT TREES DAMAGEDSEVERELY

FOR PAYMENT OR REPLACEMENT OF OPTION THE HAVE MAYCONTRACTORV.

INSTANCE. ONE CONSIDERED BESHALL

CRZ THE WITHIN STORED IS FILL OR CRZ, WITHIN STORED ARE SUPPLIESOR

EQUIPMENT PLACED,OPERLY PR NOT IS FENCING TREE DAY EACHINSTANCE.

EACH FOR $100.00 OF RATE A AT ASSESSED BE SHALL TREES TODAMAGE

SLIGHT CRZ. THE OF RADIUS 50% THAN TRUNK THE TO CLOSER NOTBUT

CRZ, THE WITHIN CONCRETE OR PAINT OF DISPOSING OR (CRZ); ZONEROOT

CRITICAL THEWITHIN S SUPPLIE OR EQUIPMENT STORING CONSTRUCTION;OF

END TO PRIOR FENCING TREE PROTECTIVE OF DOWN LAYING ORREMOVAL

INCLUDE: ALSO SHALL DAMAGE SLIGHT LESS. IS WHICHEVERCALIPER,

TRUNK /3 1 THAN LESS LIMBS OR DIAMETER IN 2-INCH THAN LESS LIMBSOF

BREAKING OR CIRCUMFERENCE; TRUNK /3 1 THAN LESS BUT WIDTH, IN2-INCH

TO ' Y LAYER CAMBIAL THE INTO TRUNK THE OF SCARRING TO: LIMITEDNOT

ARE BUT INCLUDE EXAMPLES COMPARTMENTALIZE. MAY THAT DAMAGEAS

FORESTER, CITY THE OF OPINION THE IN DEFINED, BE SHALL DAMAGESLIGHTVI.

DAMAGE. OFINSTANCE

EACH PER TREE THE OF VALUE ASSESSED THE % OF RATE A ATCALCULATED

BE SHALL DAMAGES MODERATE CRZ. THE OF RADIUS 50%WITHIN

CONCRETE OR PAINT OF DISPOSING OR CRZ; THE OF RADIUS 50% THEDE

SI OUT BUT SIDES, 4 OF 1 ON CRZ THE OF 20% IN FILLING OR GRADING SOIL;OF

COMPACTION INCLUDE: ALSO SHALL DAMAGE MODERATE CALIPER.TRUNK

1/3 THAN LESS BUT DIAMETER, IN 2-INCH THAN MORE LIMBS OFBREAKING

OR CIRCUMFERENCE; TRUNK THE /3 1 THAN LESS BUT 2-INCH,NTHA

GREATER LAYER CAMBIAL THE INTO TRUNK THE OF SCARRING TO:LIMITED

NOT ARE BUT INCLUDE, EXAMPLES TREE. THE OF LONGEVITYREDUCED

AND HEALTH POOR THE TO CONTRIBUTES THAT DAMAGE ASFORESTER,

CITY THE OF OPINION THE IN DEFINED, BE SHALL DAMAGEMODERATEVII.

DAMAGE. SEVERE CONSIDERED BE ALSO SHALL TRUNK THE OF4-FEET

WITHIN DIAMETER IN GREATER OR 4-INCH ROOTS 4 CUTTING OR TRUNK,THE

OF DBH THE OF DISTANCE THE TIMES 3 WITHIN ROOTS BUTTRESS THE OF /31

CUTTING SIDES. 4 OF ONE THAN MORE ON OR CRZ, THE OF RADIUS 50%WITHIN

OR CRZ, THE OF 20% THAN MORE FILLING OR GRADING SOIL, OFMPACTION

CO INCLUDE: ALSO SHALL DAMAGE SEVERE CALIPER. TRUNK OF 1/3THAN

GREATER BRANCH ANY OR BRANCH SCAFFOLDING A TO DAMAGE ORLEAN;

TO TREE A CAUSING OR UPROOTING CIRCUMFERENCE; TRUNK THE 1/3THAN

GREATER LAYER CAMBIAL THE TO TRUNK THE OF SCARRING TO:LIMITED

NOT IS BUT INCLUDE, SHALL REMOVAL OR DAMAGE SEVEREGREATER.

OR DBH 30-INCH TREES FOR INCH DIAMETER PER $400 OR DBH 30-INCHTHAN

LESS TREES FOR DAMAGED OR REMOVED TREES OF INCH DIAMETER PER$200

OF PENALTY TO SUBJECT IS TREES OF REMOVAL OR DAMAGESEVEREVIII.

EXPENSE. CONTRACTOR'S THE ATCONTRACTOR

REMOVAL TREE SECTION'S FORESTRY THE BY REMOVED BESHALL

CONTRACTOR THE BY CAUSED DAMAGE TO DUE REMOVED BE MUSTTHAT

TREES (DBH). HEIGHT BREAST AT DIAMETER USING MEASURED BESHALL

IPER CAL IN 6-INCH THAN GREATER TREES STANDARDS. INDUSTRYACCEPTED

TO ACCORDING MEASURED BE SHALL CALIPER TREES STANDARDS. ANSITO

ACCORDING TO BACK PRUNED BE WOULD BRANCH THE WHICH TOLATERAL

THE AT OR ATTACHMENT OF POINT THE AT MEASURED BE SHALLBRANCHESIX.

CONTRACTOR. THEDUE OTHERWISE

PAYMENTS FROM DEDUCED BE SHALL HEREIN DESCRIBED ASDAMAGES

DAMAGES. ASSESSED AUTOMATICALLY BE WILL CONTRACTOR THEAND

CONTRACT OF BREACH A IN RESULT SHALL TREES DAMAGED FOR PAYOR

REPLACE TO FAILURE FUND. TREE CITY THE TO PAID BE SHALL DAMAGESLLAX.

817-392-5479) PLANNER (PARK PARD BYMAINTAINED

ROUNDABOUTS) CLIPS, CORNER MEDIANS, PARKWAYS, (INCLUDINGRIGHT-OF-WAY

817-392-5479) PLANNER (PARKPROJECTS

DEVELOPER RIGHT-OF-WAY ROADWAY ON IRRIGATION ANDLANDSCAPING

REQUIREMENTS.

ZONING SERVICES' DEVELOPMENT MEET TO OWNERS PROPERTY PRIVATE BY(ROW)

RIGHT-OF-WAY PUBLIC THE IN INSTALLED BENCHES) RACKS, BIKE CANS, TRASH(E.G.,

AMENITIES OR MATERIAL, PLANT NON-GRASS/TREE GRATES, TREE SYSTEMS,IRRIGATION

MAINTAIN NOTDOES (PARD) DEPARTMENT RECREATION & PARK WORTH FORTTHE

THEM). MAINTAINS OWNER PROPERTY ADJACENT THE BUTACCEPTANCE,

AFTER ITEMS THE OWNS (CITY AGREEMENTMAINTENANCE A OR ROW)THE

IN ITEMS THE MAINTAINS AND OWNS OWNER PROPERTY (ADJACENTAGREEMENT

ENCROACHMENT AN EITHER REQUIRE INSTALLATIONS THESEAGREEMENTS:11.

STAGE.APPROVAL

FINAL THE AT DELAYS PROJECT AVOID TO MEETINGPRE-CONSTRUCTION

THEBEFORE SUBMITTED BE MUST APPLICATION:APPLICATIONS12.

OFFICE MANAGEMENT CONTRACT SERVICES' DEVELOPMENTCONTACT:13.

CONTRACT-MANAGEMENT-OFFICE

HTTPS://WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/DEVELOPMENT-SERVICES/

DEVCFA_PROJECTS@FORTWORTHTEXAS.GOV

817-392-5479) PLANNER (PARK PROJECTS CAPITALCITY

NOTES. ROW SEE INSTALLATION:TURF14.

TURF). (EXCLUDINGPLANTINGS

AND IRRIGATION, HARDSCAPES, INCLUDING MATERIALS, LANDSCAPING ALLFOR

REQUIRED IS BOND MAINTENANCE A WARRANTY. TWO-YEAR A REQUIREPROJECTS

CAPITAL CITY ON MATERIALS PLANTING ALL WARRANTY: ANDMAINTENANCE15.

PLANTINGS. LANDSCAPE AND TREES OF INSPECTIONSSCHEDULE

TO ADVANCE IN HOURS 72 PARD CONTACT INSPECTION. PARD FORMATERIALS

PLANT ALL ON REMAIN MUST TAGS IDENTIFICATION PLANTINSPECTION:16.

PHOTOS. AND INSPECTIONS, ACTIVITIES,MAINTENANCE

INCLUDE SHOULD REPORT MANAGER. PROJECT CITY THE TOREPORTS

MAINTENANCE IRRIGATION AND LANDSCAPE MONTHLY SUBMITREPORTS:17.

18444-01-2009.NUMBER

ORDINANCE WORTH FORT AND IRRIGATION LANDSCAPE FOR RULES 344,CHAPTER

(TAC) CODE ADMINISTRATIVE TEXAS 30, TITLE (TCEQ) QUALITYENVIRONMENTAL

ON COMMISSION TEXAS THE TO ADHERE MUST SYSTEMS IRRIGATIONIRRIGATION:18.

115530 L

IC E N SED

S

T A

TE OF TEX

A

S

P R

O F

E S

SIO N AL EN

G

IN

E E

R t e

P lo t t e r

A

C C

O U

N T

N o v

:1

:4

P

M

J

P lo t d r v

V .1

P D

F

F il e

P D

F

M o n o .p lt c f g

N

IF

D r a w in g s

G e n e r a l\ c v t r t g n n o t e s .s h t

.0 in

P lo t

S c a le

M ic r o

S t a t e r

Date: Nov. 06, 2025 - 03:17:41 PM User: 02803File:On SiteOffice:

O n

S it e

O f f ic e

N:\IF\Drawings\1. General\cv-trt-gn-notes01.sht

P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

REVISIONS

CONSTRUCTION NOTES

MAPSCO NO. 79T AND 79U

DESCRIPTION DATENO.

CITY OF FORT WORTH, TEXAS

TRANSPORTATION AND PUBLIC WORKS

& CAPITAL PROJECT DIVISION

TRANSPORTATION PROGRAMMING

HORIZONTAL & VERTICAL CONTROL

YEAR 2 - PINSON STREET

2022 BOND SIDEWALK

B

O N

D S

ID

E W

A L

K Y

E A

R P

IN

S O

N S

T R

E E

T

Texas Registered Engineeering Firm F-2144 Freese and Nichols, Inc.

ELEV: 584.35

E: 2358234.93 N: 6945790.13

FTW BM 7511

ELEV: 572.07

E: 2359193.45 N: 6945842.51

FTW BM 7510

DATE:

SCALE:

FULL SIZE

DESIGNED:

DRAWN:

SHEET

ELEV: 584.58

E: 2358256.26 N: 6945790.07

BM 2

ELEV: 592.61

E: 2357180.61 N: 6945820.97

BM 3

ELEV: 592.76

E: 2356222.65 N: 6945924.09

BM 4

ELEV: 611.49

E: 2355103.52 N: 6945867.09

BM 5

FT123536

DATE:

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

TEXAS NO: 115530

NOT FOR CONSTRUCTION

AUTHORITY OF TODD C. BUCKINGHAM, P.E.

1-800-DIG-TESSALL OTHER FACILITIES

(682) 226-9371CHARTER COMM.

(817) 253-6182AT&T COMM.

(817) 215-6214ONCOR GAS & ELECTRIC

(817) 215-4366ATMOS ENERGY

(817) 392-8100FORT WORTH T&PW

(817) 392-8296FORT WORTH WATER DEPT.-FIELD OPERATIONS

EXCAVATING AT EACH LOCATION:

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED.

NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,

FILE# K-3300 CITY PROJECT # 104760FILE# X-28300

9/5/2025

K -3

X -2

8/6/2025

ZLG

N.T.S. 4

GENERAL NOTES

817-392-2222. AT SERVICES CUSTOMER SERVICESDEVELOPMENT

CONTACT DEPARTMENT. WATER WORTH FORT OF CITY THEWITH

REGISTERED (BPAT) TESTER ASSEMBLY PREVENTION BACKFLOWLICENSED

A BY REPAIR OR INSTALLATION UPON TESTED BE MUST WHICHASSEMBLY,

PREVENTION BACKFLOW APPROVED AN REQUIRES SUPPLYWATER

POTABLE PRIVATE OR PUBLIC A TO CONNECTED SYSTEM IRRIGATIONANYa.

ISSUED. BEEN HASTAG"

"GREEN A AND APPROVED, INSPECTED, BEEN HAVE LINES IRRIGATIONAFTER

ONLY COMMENCE CAN MATERIALS PLANTING AND TREES OFINSTALLATIONb.

BACKFILLING.BEFORE PRESSURE AND DEPTH,LINES,

IRRIGATION ALL OF INSPECTION SCHEDULE TO INSTALLATIONIRRIGATION

BEFORE HOURS 72 PARD CONTACT ALTERED, IS MEDIAN EXISTING ANIFc.

817-392-5479) PLANNER (PARK RIGHT-OF-WAY ROADWAY ONLYGRASS

APPROVAL. WRITTEN PRIOR WITHOUT PARD BYMAINTAINED

MEDIANS EXISTING ON PERMITTED NOT ARE TESTING MATERIAL ANDSTORAGE,

MATERIAL STAGING, EQUIPMENT, CONSTRUCTION STAGING:EQUIPMENT18.

TOPSOIL).

- 19 91 32 DOCUMENTS SPECIFICATION CONSTRUCTION STANDARD WORTH FORTTO

(REFER SODDING OR SEEDING BEFORE SOIL CLEAN WITH BACKFILL INCH. 1THAN

LARGER ROCKS AND DEBRIS CONSTRUCTION OF FREE BE MUST SOILTOPSOIL:19.

SEEDING.NON-NATIVE

- 14 92 32 AND/OR SODDING - 13 92 32 DOCUMENTS SPECIFICATIONCONSTRUCTION

STANDARD WORTH FORT OF CITY WITH COMPLY MUST INSTALLATION TURFTURF:20.

ACCEPTANCE. CITY TO PRIORSPECIFICATIONS,

SEED/SOD (CFW) WORTH FORT OF CITY TO ACCORDINGESTABLISHED

IS COVERAGE GRASS UNTIL CONTRACTOR THE BY MAINTENANCE ANDMOWING,

WATERING, REQUIRE MEDIANS/ROWS NEW MAINTENANCE: ANDWATERING21.

PARD. TO COST ADDITIONAL NO AT BETTER,OR

CONDITION PRE-CONSTRUCTION TO REPLACED OR REPAIRED BE MUSTIRRIGATION

OR VEGETATION, SOIL, EXISTING TO DISTURBANCE ANYDISTURBANCE:22.

13. 92 32 SECTION PER AS TYPES GRASSEXISTING

MATCHING AREAS, DISTURBED ALL IN REQUIRED IS REPLACEMENTSODa.

WORK. ACCEPTS CITY THE AND COMPLETE IS CONSTRUCTION UNTILDAYS

14 EVERY WEEDS AND GRASS HIGH FOR CONTRACTOR THE BYMAINTAINED

BE MUST ZONES CONSTRUCTION WITHIN MEDIANS/ROWSPRE-EXISTINGb.

TICKET. DELIVERY THE WITH ALONGINSTALLATION,

BEFORE HYDROMULCHING AND SEEDING, SOD, SOIL, FORCERTIFICATIONS

WITH PARD PROVIDE MUST CONTRACTOR THE REQUEST, UPONINSPECTIONS:

CONDITIONS EXISTING- 02 DIVISION

14. 41 02 SECTION PER ITEM PAY SEPARATE A AS PAID BESHALL

TRENCH UTILITY PROPOSEDA OF OUTSIDE ABANDONED OR REMOVED BE TOITEMS

SPECIFICATIONS. PROJECT THE WITHIN INDICATED OTHERWISE UNLESSTRENCH

UTILITY PROPOSED A WITHIN ETC.) VALVES, (PIPES, FACILITIES PUBLICEXISTING

OF DISPOSAL AND REMOVAL THE FOR MADE BE WILL ITEM PAY SEPARATENO1.

DESIGNATED. AS BE SHALL ITEMS THESE OFREPLACEMENT

AND REMOVAL REMOVAL. FOR DESIGNATED NOT ARE THATSIDEWALKS

AND DRIVEWAYS, GUTTER, AND CURB CONCRETE PROTECT SHALLCONTRACTOR2.

ITEM.PAY

SEPARATE A NOT AND INCIDENTAL CONSIDERED BE SHALL WORK THISINCLUDED,

NOT ARE ITEM(S) BID SPECIFIC IF AREA. CONSTRUCTION PROPOSED NEAROR

INTC. E WALKS, BUILDINGS, LANDSCAPING, WALLS, RETAINING HEDGES,SHRUBS,

TREES, ALL OWNERS) PROPERTY AFFECTED AND/OR SERVICESCOMMUNITY

AND PARKS CITY OF APPROVAL PRIOR (WITH PLANS THE ON SHOWNWHEN

REPLACE AND REMOVE OR PROTECT AND PRESERVE SHALL CONTRACTORTHE3.

CONTRAST. ANDIGHT HE IN 3-INCHES LEAST AT BE SHALL NUMBERSLEGIBLE.

AND VISIBLE PLAINLY BE TO POSITION A IN POSTED BE SHALL SIGNSADDRESS

DRIVEWAY. EVERY OF SIDE EACH ON CURB THE OF BASE THE ATINSTALLED

BE MUST ADDRESSES DRIVE PAINTED PERMANENT (2) TWO APPLICABLE,WHERE4.

MARKER. STREET ANDCURB

THE OF SECTION FULL THE REPLACE SHALL CONTRACTOR MARKER. NAMESTREET

TILE FULL THE CONTAINING GUTTER AND CURB OF SECTION THE REMOVESHOULD

CONTRACTOR PROTECTED, BE CANNOT AND CONSTRUCTION OF AREA ANIN

LOCATED IS MARKER NAME STREET TILE A EVENT THE IN MARKERS. NAMESTREET

TILE DAMAGE OTHERWISE OR MAR, BREAK, CRACK, NOT SHALLCONTRACTOR5.

CONCRETE- 03 DIVISION

00. 30 03 SECTION WITH ACCORDANCE IN REVIEW, FOR INSPECTOR CITY THETO

SUBMITTED DRAWINGS SHOP AND CONSTRUCTED BE SHALL BLOCKINGHOWEVER,

CLARITY. FOR OMITTED BEEN HAS LINES WATER FOR BLOCKINGHORIZONTAL1.

REGULATIONS. CONSTRUCTIONVIOLATING

OR ENVIRONMENT THE HARMING WITHOUT CHUTES AND PUMPSTRUCKS,

MIXING FROM CONCRETE SURPLUS OF DISPOSING RESPONSIBLY ANDSAFELY

FOR BASIN WASHOUT CONCRETE TEMPORARY A PROVIDE SHALLCONTRACTOR2.

EARTHWORK- 1 3DIVISION

REQUEST.PON U REVIEW FOR AVAILABLE BE MUST PERMIT COMPLETETHE

SITE. CONSTRUCTION THE AT CONDITION GOOD IN MODIFICATIONS PERMITAND

EXHIBITS, ATTACHMENTS, CONDITIONS, ALL WITH PLAN PREVENTIONPOLLUTION

WATER STORM THE OF COPY A MAINTAIN AND REVIEW MUST CONTRACTORTHE1.

MEASURES.CONTROL

EROSION OF RESULT A AS DEPOSITED OR PROJECT THE BY GENERATEDSEDIMENT

ANY OF DREDGED BE SHALL ZONE WORK THE IN DITCHES BORROW ANDWAYS,

DRAINAGE CHANNELS, ALL PROJECT, ANY OF CONCLUSION THE ATDRAINAGE.

BLOCKED TO DUE OCCUR MAY WHICH DAMAGE, FLOODING INCLUDINGMEASURES,

THE BY CAUSED DAMAGE ANY FOR LIABLE REMAIN SHALLCONTRACTOR

CONTRACTOR. OF RISK AT DITCHES BORROW OR WAYS, DRAINAGECHANNELS,

IN OR INLETS, OF FRONT IN PLACED BE ONLY MAY MEASURES CONTROLEROSION2.

ACHIEVED. IS STABILIZATION SOIL PERMANENTAND

COMPLETE IS PAVING ANDGRADING L FINA UNTIL PLACE IN REMAIN SHALLAND

DISTURBANCE SITE TO PRIOR INSTALLED BE SHALL DEVICES CONTROLEROSION

ALL RIGHT-OF-WAYS. STREET AND PROPERTIES ADJACENT TO TRANSPORTEDBEING

FROM OR INLETS, EXISTING OR PROPOSED OR PIPES SEWER STORMCLOGGING

FROMDEBRIS CONSTRUCTION AND SILT PREVENT TO MANAGERCONSTRUCTION

AND ENGINEER THE BY APPROVED MEASURES OTHER OR FILTERS SEDIMENTUSE

SHALL CONTRACTOR THE ORDINANCES. SILTATION AND CONSERVATION,EROSION,

LOCAL AND STATE, FEDERAL, ALL WITH COMPLY SHALL CONTRACTORTHE3.

VEGETATION. AND TOPSOIL EXISTING WITH COVERED LEFT IS POSSIBLEAS

SITE THE OF MUCH AS THAT SO MANAGED BE SHALL OPERATIONSCONSTRUCTION4.

RESPECTIVELY., SEEDING"NON-NATIVE " 1492

32 ORSODDING" " 13 92 32 SECTIONS PER BE SHALL SEEDING OR SODDINGSMOOTH.

GRADED BE SHALL CONSTRUCTION BY DISTURBED AREAS AND SLOPESALL5.

SITE. THE TO EGRESS AND INGRESS FORTIMES

ALL AT ENTRANCE STABILIZED THE UTILIZES TRAFFIC CONSTRUCTION ALLTHAT

ENSURING FOR RESPONSIBLE IS CONTRACTOR ACCESS. OF POINTS PRIMARYALL

AT ENTRANCE CONSTRUCTION STABILIZED A CONSTRUCT SHALLCONTRACTOR6.

CONTRACTOR. THE BY PAIDBE

SHALL ROADS PUBLIC ONTO TRACKING FOR IMPOSED FINES ALL BASIN.SEDIMENT

APPROVED AN INTO DRAINS WHICH STONE CRUSHED WITH STABILIZEDAREA

AN ON DONE BE SHALL IT ROADWAY, PUBLIC A TO ENTRANCE TO PRIORSEDIMENT

REMOVE TOREQUIRED IS WASHING WHEN IMMEDIATELY. REMOVED BESHALL

ROADWAY PUBLIC A ON TRACKED OR WASHED, DROPPED, SPILLED, SEDIMENTALL

ROADWAYS. PUBLIC ONTO SEDIMENT OF FLOWING OR TRACKING PREVENTSHALL

WHICH CONDITION A IN MAINTAINED BE SHALL LOCATIONS EXIT AND ENTRYSITE7.

DISTURBED. IS WHICH DEVICE CONTROLEROSION

ANY RE-ESTABLISHING FOR RESPONSIBLE IS CONTRACTOR THESILTATION.

ADDITIONAL TO CONTRIBUTING NOT MANNER A IN SITE ONDISTRIBUTED

BE SHALL AND REMOVED BE SHALL DEVICE CONTROL EROSION ANY INSILT

ACCUMULATED. REPRESENTATIVES' OWNER THE BY DIRECTED AS ORNECESSARY,

DEEMS INSPECTION AS REPLACED OR REPAIRED BE SHALL CONTROLSEROSION

PROCESS. CONSTRUCTION ENTIRE THE THROUGHOUT DEVICES CONTROLEROSION

REQUIRED THE OF MAINTENANCE PROPER FOR RESPONSIBLE ISCONTRACTOR8.

EARTHWORK. TO RELATED POINTS CONTROLGRADE

AND LINE FOR SURVEYING AND ENGINEERING NECESSARY ALL PROVIDESHALL

CONTRACTOR GRADING THE PROJECT. THE OF COURSE THE DURING TIMESALL

AT POINTS CONTROL PRESERVE AND PROTECT SHALL CONTRACTOR THEPLANS.

THE BY ESTABLISHED ITEMS OTHER AND CONSTRUCTION OF LIMITS THEMARK

AND OUT STAKE SHALL CONTRACTOR THE DONE, IS EARTHWORK ANYBEFORE9.

CONSTRUCTION.BEGINNING

TO PRIOR OWNER BY UPON AGREED BE TO AREA STAGINGCONTRACTOR10.

GUIDELINES. LOCAL AND STATE FEDERAL,APPLICABLE

WITH ACCORDANCE IN WILDLIFE PRESERVE TO MEASURES APPROPRIATETAKE11.

IMPROVEMENTS EXTERIOR- 32DIVISION

GENERAL:

ITEMS. BID VARIOUS FOR PROPOSAL THE IN BIDPRICE

THE IN INCLUDED BE SHALL WHICH OF COST THE WORK, OF ITEM SUBSIDIARY AAS

CONSIDERED BESHALL GRADES OF ESTABLISHMENT INCLUDED, NOT ISSTAKING

CONSTRUCTION FROM ITEM BID IF GRADES. GUTTER AND STREET EXISTINGOF

RE-ESTABLISHMENT THE FOR RESPONSIBILITY ALL ASSUME SHALLCONTRACTOR

THE REPLACED, BE TO ARE GUTTER AND CURB THE WHERE LOCATIONSAT1.

. ITEMS BID VARIOUS FOR PROPOSAL THE IN BID PRICE THE ININCLUDED

BE SHALL WHICH OF COST THE WORK. OF ITEM SUBSIDIARY A ASCONSIDERED

BESHALL SURFACE TEMPORARY THE DAY. EACH OF END THE AT SURFACEDRIVING

TEMPORARY A LEAST AT HAVE SHALL CUT, OPEN ARE WHICH DRIVEWAYS,ALL2.

AGREEMENT. SEPARATE FOR NEED VERIFY TO817-392-5764

AT PLANNER PARK CONTACT CONSTRUCTION. AND/OR STAGING FORPARKLAND

CITYCESS AC TO ORDER IN AGREEMENT SEPARATE A NEED MAYCONTRACTOR

THE ADDITIONALLY, PARD. BY MAINTAINED IS THAT LAND OWNED CITYAND

PROJECT THE TO ADJACENT AND WITH ASSOCIATED PARKLAND OWNED CITYALL

OF LOCATION THE MANAGER PROJECT CITY WITH VERIFY SHALLCONTRACTOR3.

RAMPS: CURB ANDSIDEWALKS

JUSTICE. OF DEPARTMENT THE BY DESIGN"ACCESSIBLE

FOR STANDARDS ADA2010 " THE AND (TAS) STANDARDS"ACCESSIBILITY

TEXAS2012 " THE IN SHOWN REQUIREMENTS THE MEETDETAILS STANDARD

THE ON SHOWN INFORMATION THE RAMPS. CURB THE OF CONSTRUCTION THEFOR

LAYOUTS TYPICAL SHOW TO INTENDED AREDETAILS STANDARD RAMP CURBTHE1.

CITY. THE BY APPROVED BE MUST CHANGES PROPOSED ANYBUT

CONDITIONS, FIELD TO DUE LAYOUT RAMP CURB AND SIDEWALK THE TOCHANGES

PROPOSE MAY CONTRACTOR THE CITY. THE OF APPROVAL WITHOUTLAYOUT

RAMP CURB AND SIDEWALK THE TO CHANGES MAKE NOT MAY CONTRACTORTHE2.

DIRECTION. ANY IN 2% OF SLOPEMAXIMUM

A HAVE SHALL LANDING THE FLARES. EXCLUDING RAMP, CURB THE ASWIDE

AS LEAST AT BE SHALL WIDTH CLEAR LANDING THE RAMP. OF END THEFROM

MINIMUM FEET 5 BE SHALL LENGTH CLEAR LANDING THE. DRAWINGS ONSHOWN

AS, RAMPS CURBOF BOTTOMOR TOP THE AT PROVIDED BE SHALLLANDINGS3.

DIRECTION.

ANY IN (20:1) 5% THAN STEEPER BE NOT SHALL RAMP CURB THE TOADJACENT

IMMEDIATELY SURFACES ROAD AND GUTTERS ADJOINING OF SLOPESCOUNTER4.

PRICE. PROJECT THE TOINCIDENTAL

CONSIDERED BE SHALL BUT ITEM, PAY SEPARATE A NOT IS ANDCONSTRUCTION

TO PRIOR PERFORMED BE SHALL GRADE OF ESTABLISHMENT GRADES.GUTTER

AND STREET EXISTING OF RE-ESTABLISHMENT THE FOR RESPONSIBILITYALL

ASSUMELL SHA CONTRACTOR THE REPLACED, BE TO ARE GUTTER AND CURBTHE

WHERE LOCATIONS AT DESIGNATED. AS BE SHALL ITEMS THESE OFREPLACEMENT

AND REMOVAL REMOVAL. FOR DESIGNATED NOT ARE THATSIDEWALKS

AND DRIVEWAYS, GUTTER, AND CURB CONCRETE PROTECT SHALLCONTRACTOR5.

ITEM.

NON-PAY A CONSIDERED BE WILL SURFACE TEMPORARY THE DAY. EACH OFEND

THE AT SURFACE RIDING TEMPORARY A LEAST AT HAVE SHALL DRIVEWAYS,ALL6.

INSTALLED.

BEING ITEM THE TO SUBSIDIARY CONSIDERED BE SHALL CUTTING SAWREMOVED.

BE TO IS CONCRETE OR PAVEMENT WHERE AREAS AT SIDEWALKSDRIVEWAYS,

PAVEMENT, GUTTER, AND CURB EXISTING CUT SAW SHALLCONTRACTOR7.

PATIOS. AND WALKS, STREETS, DRIVES,DAMAGED

REPAIR TO NEEDED AS SUBGRADE COMPACTED PROVIDE SHALLCONTRACTOR8.

UTILITIES - 33DIVISION

GENERAL:

ES. ACTIVITI INSTALLATION PIPEFURTHER

OF DEFERMENT IN RESULT MAY ABOVE, NOTED AS RESTORATION, SITECOMPLETE

AND/OR MAINTAIN TO FAILURE. DAYS WORKING (10)TEN WITHINSATISFACTION

S' OWNER THE TOETED COMPL BE MUST RESTORATION SURFACERESTORATION.

SURFACE COMMENCE IMMEDIATELY SHALL CONTRACTOR THEREHABILITATED,

OR INSTALLED BEEN HAS PIPE THE ONCE CONSTRUCTION. TO PRIOR HOURS48

OWNER PROPERTY THE CONTACT SHALL CONTRACTOR THE EASEMENTS,UTILITY

WITHIN PROPERTY PRIVATEN O WORK CONTRACTOR A THAT REQUIRED IS ITWHEN1.

CONFLICT.

A AVOID TO ORDER IN CITY THE BY REVIEW FOR SUBMITTED ANDREVISED

BE SHALL PLANS AS OPERATIONS, FIELD WATER ENGINEERING, WATERINSPECTOR,

CITY THE TO ETC.) DATA, SURVEY DRAWINGS, SHOP (PLANS,TS CONFLIC THESEOF

DOCUMENTATION OTHER AND DATA POTHOLE ALL PROVIDE SHALLCONTRACTOR

MAIN. THE OF CONSTRUCTION TO PRIOR 30 05 33 SECTION PERMETHOD

EXCAVATION VACUUM USING POTHOLED AND LOCATED BE SHALLCONFLICT

IN UTILITIES THE IDENTIFIED, BEEN HAVE ETC.S, UTILITIE FRANCHISESTRUCTURES,

GROUND ABOVE WALLS, RETAINING WALLS, MSE EMBANKMENTS, PIERS,BRIDGE

INLETS, HEADWALLS, DRAINAGE SEWER, STORM FILL, ADDITIONAL PAVING,WITH

CONFLICTS IF HOWEVER, SURVEY. FIELD FROM DETERMINED WEREMANHOLES

EXISTING OFATIONS LOC HORIZONTAL AND LINES, FLOW ELEVATIONS,RIM

LINES. FLOW MANHOLE SURVEYED MATCH TO ADJUSTED WERE SLOPESPIPELINE

SOME VERIFIED. FIELD BEEN NOT HAVE AND DRAWINGS RECORD FROMOBTAINED

WERE PLANS THE ON SHOWN SLOPES PIPE AND DEFLECTIONS VERTICALEXISTING2.

OVERNIGHT. SERVICE OF OUT REMAIN TO ALLOWED BESERVICES

SHALL CASE NO IN REINSTATED. BE TO SERVICES SEWER AND WATERFOR

SERVICE IN INTERRUPTIONS BRIEF FOR EXCEPT TIMES, ALL AT ORDERWORKING

IN CUSTOMERS TO CONNECTIONS SEWER AND WATER EXISTING ALLMAINTAIN3.

SPACES. CONFINED FOR REQUIREDPERMIT

S' OSHA WITH ACCORDANCE IN SPACES CONFINED OTHER ALL ANDMANHOLES

INCLUDE SHALL SPACES CONFINED REQUIREMENTS. OSHA WITHACCORDANCE

IN PROGRAM ENTRY SPACE CONFINED APPROVED FOLLOW ANDPROVIDE4.

ETC. COVERS, &RING

MANHOLES, BOXES, VALVE ADJUST TO ALLOWED BE SHALL CATEGORY,WORK

DEPARTMENT WATER APPROPRIATE BY CONTRACTORS, PREQUALIFIED CITYONLY5.

ST.XI E 10 05 33 SECTION IN OUTLINEDCRITERIA

MEETING CONDITIONS IF PLAN CONTROL WATER GROUND A INCLUDEALSO

WOULD THIS MEETING. PRE-CONSTRUCTION THE AT SUBMITTED BE SHALLPLAN

SAFETY TRENCH A 10. 05 33 SECTION PER REQUIREMENTS, STATE ANDFEDERAL

STANDARDS,Y SAFET EXCAVATION OSHA WITH ACCORDANCE INPROJECT,

THIS FOR TEXAS, OF STATE THE IN ENGINEER PROFESSIONAL LICENSED ABY

PREPARED PLAN SAFETY TRENCH A UTILIZING WORK PROPOSED THECONSTRUCT

SHALL CONTRACTOR THE SAFETY. TRENCH ALL FOR RESPONSIBLE ISCONTRACTOR6.

REPLACED. AND REMOVED BE SHALL WORK NON-CONFORMING ALL 29. 01 32AND

18, 01 32 17, 01 32 SECTIONS PER BE SHALL REPAIR PAVEMENTL AL 26. 05 33SECTION

WITH ACCORDANCE IN TAPE MARKER UTILITY AND FABRIC GEOTEXTILETRENCH

THE OF INSTALLATION THE INCLUDES HOURS. 48 WITHIN POSTED BESHALL

REPORTS TEST 12-INCHES. EXCEED NOT SHALL BACKFILL FOR LIFTS OFDEPTH

DENSITIES. REQUIRED THEAINBT O TO METHODS AND MEANS OFDEMONSTRATION

A SCHEDULE SHALL CONTRACTOR PLACEMENT, BACKFILL OFCOMMENCING

UPON D698. ASTM WITH ACCORDANCE IN TEST PROCTOR STANDARDPERFORM

AND SAMPLES OBTAIN TO WRITING IN INSPECTOR CITY THE NOTIFYSHALL

CONTRACTOR ETC.ATION INFORM CONTACT FORMAT, RESULT TESTMETHODS,

TEST LAB, TESTING FREQUENCY, NOTIFICATION, TESTING OUTLINES WHICHPLAN

TEST DENSITY EMBEDMENT/BACKFILL THE PROVIDE SHALL CONTRACTOR 10. 0533

SPECIFICATION WITH ACCORDANCE IN BE SHALL BACKFILL AND EMBEDMENTALL7.

DATA. THE OF ACCURACY THE FOR RESPONSIBILITYANY

IMPLIES NOR ASSUMES NEITHER ENGINEER THE AND CITY THE THAT CAUTIONEDIS

CONTRACTOR THE POSSIBLE, AS ACCURATELY AS SHOWN IS DATA THISALTHOUGH

ONLY. INFORMATION FOR PROVIDED IS INFORMATION UTILITYEXISTING8.

S. UTILITIE EXISTING THE OF LOCATIONS VERTICALAND

HORIZONTAL THE VERIFY FIELD TO RESPONSIBILITYS' CONTRACTOR THE BESHALL

IT COMPANIES. UTILITY THE FROM OBTAINED INFORMATION FROM ANDPLANS,

REFERENCE FROM ARE PROFILE THE ON SHOWN CROSSINGS UTILITYEXISTING9.

WATER:

BLOCKING. CONCRETE INSTALL TOREQUIRED

AREA FOR DETAILS STANDARD CITY TO REFER SHALL CONTRACTOR THESYSTEM.

OTHER THE OFEPENDENT IND RESTRAINT THRUST OF CAPABLE BE SHALLMETHOD

EACH FITTINGS. THE BEYOND JOINTS DESIGNATED AT RESTRAINT THRUSTPROVIDE

DRAWINGS, THE ON INDICATED SPECIFICALLY WHEN BLOCKING.CONCRETE

AND FITTINGS AT JOINTS RESTRAINING OF MEANS BY RESTRAINT THRUSTPROVIDE1.

GLANDS. RETAINERUSING

PIPE TO RESTRAINED BE SHALL FITTINGS JOINT MECHANICAL IRON DUCTILEALL2.

DETAILS.

OR DRAWINGS THE ON OTHERWISE SHOWN UNLESS PIPE, OF TOP THEABOVE

COVER 48-INCHES OF COVER MINIMUM A HAVE SHALL MAINS WATERPROPOSED3.

DRAWINGS. THE IN OTHERWISE SHOWNWHERE

EXCEPT SEWERS, STORM ABOVE INSTALLED BE SHALL SERVICES WATERALL4.

RECOMMENDATIONS.S' MANUFACTURER OF(50%)

PERCENT FIFTY EXCEED NOT SHALL DEFLECTIONS JOINT DEFLECTIONS. JOINTOR

OFFSETS, BENDS, WITH MADE BE MAY CONNECTIONS AT ADJUSTMENTELEVATION5.

ITEMS. BIDVARIOUS

FOR PROPOSAL THE IN BID PRICE THE IN INCLUDED BE SHALL AND WORKTHE

TO SUBSIDIARY CONSIDERED BESHALL LINES WATER PROPOSED OF TESTINGAND

CONSTRUCTION OF SEQUENCING FOR REQUIRED PLUGS PRESSURETEMPORARY6.

PLANS. THESE INWISE OTHER SHOWN WHERE EXCEPT PROPOSED) AND(EXISTING

SURFACE OF TOP FROM MEASURED 60-INCHES, OF COVER MINIMUM AINSTALLED

BE SHALL MAINS WATER LARGER AND 16-INCH AND 48-INCHES OF COVERMINIMUM

A WITH INSTALLED BE SHALL MAINS WATER SMALLER AND DIAMETER12-INCH7.

00. 30 03AND 16, 05 33 20, 12 33 SECTIONS PER LARGER AND DIAMETER16-INCH

MAINS ALL ON INSTALLED BE SHALL VAULTS 20. 12 33 SECTION PERREVIEW

FOR INSPECTOR CITY THE TO PROVIDED DRAWINGS SHOP ANDACCORDANCE

IN PLANS THESE ON DESIGNATED WHERE INSTALLED BE SHALLVALVES8.

40. 12 33 SECTION PER INSPECTOR CITY THE TOSUBMITTALS

DRAWING SHOP AND CONSTRUCTION PLANS. THESE IN OTHERWISESHOWN

WHERE EXCEPT LINES PROPERTY/LOT THE WITH LINE IN AND FT.) 9(MAXIMUM

CURB OF BACK THE BEHIND FT. 3 OF MINIMUM A BE SHALL HYDRANTSFIRE9.

CONSTRUCTION. OF START TO PRIOR WEEK 1LEAST

AT REVIEW FOR ENGINEERINGTERWA AND OPERATIONS FIELD WATERMANAGER,

PROJECT CITY INSPECTOR, CITY THE TO SUBMITTALS PLAN THEPROVIDE

SHALL CONTRACTOR THE AND DRAWINGS, THE IN DESIGNATEDSPECIALLY

WHEN PERMITTED ONLY IS FLUSHING 40. 04 33 SECTION WITHACCORDANCE

IN CONTRACTOR BYROVIDED P BE SHALL PIG CLEANING DIRECTED. WHEREMAIN

WATER IN PIG CLEANING INSERT SUBMITTALS. 1.5, PART 40, 04 33 SECTIONWITH

ACCORDANCE IN CONSTRUCTION TO PRIOR MAINS, WATER LARGER AND24-INCH

FOR PLAN DISINFECTION AND PLAN CLEANING A PROVIDE SHALLCONTRACTOR10.

40. 04 33SECTION

PER LOCATIONS DESIGNATED AT POINTS SAMPLING AND CHLORINATIONINSTALL11.

10. 12 33SECTION

PER SUBMITTALS DRAWING SHOP AND CONSTRUCTION TESTED.PRESSURE

IS SYSTEM THE WHEN FLOW FULL FOR TESTED BE SHALL STOPSCORPORATION12.

OTHERWISE. NOTEDUNLESS

13, 34 03 SECTION PER CLSM WITH BACKFILLED AND 10 11 33 SECTION PER PIPEIRON

DUCTILE BE SHALL LINES SEWER STORM BELOW CROSSING MAINS WATERALL13.

THE WITH ACCORDANCE IN DRAWINGS SHOP PIPE PROVIDE SHALLCONTRACTOR14.

CEPTANCE. ACFINAL

AND REVISIONS, REVIEW, FOR CITY THE TO 31 01 33 AND 39, 78 01 19, 77 01SECTIONS

PER REPORT SERVICE AND REPORT PIPE ETC., DRAWINGS, SHOP PIPEAPPROVED

FINAL SHEETS, CUT REDLINES, PROVIDE SHALL CONTRACTOR THE FINAL,PROJECT

THE SCHEDULING TOPRIOR REQUIREMENTS. DEFLECTION THE FOR 14, 11 3313,

11 33 10, 11 33 SECTIONS PER PIPEELTE S AND CONCRETE, IRON, DUCTILEREFERENCE

12). 11 33 SECTION PER RECOMMENDATIONSS' MANUFACTURER THE OF50%

EXCEED TO NOT DEFLECTIONS JOINT PVC EXAMPLE, (FOR DEFLECTIONS JOINTOR

OFFSETS, BENDS, WITH MADE BE MAY CONNECTIONS AT ADJUSTMENTELEVATION

RUCTION. CONST OF START BEFORE SUBMITTALS REQUIRED ARE PIPESTEEL

AND CONCRETE, PIPE, IRON DUCTILE FOR TEXAS IN ENGINEERPROFESSIONAL

LICENSED A BY SEALED AND SIGNED LARGER, AND DIAMETER16-INCH

MAINS WATER SCHEDULE DRAWINGS/LAY SHOP PIPE DETAILEDSPECIFICATIONS.

14. 11 33ND A 13, 11 33 11, 11 33 10, 11 33 SECTIONS WITHACCORDANCE

IN BE SHALL SUBMITTALS, DRAWING SHOP ASSOCIATED ANDDEFLECTIONS

JOINT DEFLECTIONS. JOINT REQUIRED THE WITH FITTINGS OR FITTINGSMJ

STANDARD CLOSEST THE USING BY MADE BE SHALL BENDS NON-STANDARDALL15.

10. 12 33 SECTION PER STRAP DOUBLE BE SHALL SADDLES SERVICEAND

C800 AWWA PER DIMENSIONS THREAD WITH TUBING COPPER FLAREDINDICATE

SHALL DRAWINGS SHOPGINEER. EN THE BY DIRECTED AS STOP CURB-INCH¾

THE AT REDUCER-INCH ¾ X 1-INCH AND SADDLE TAPPING 1-INCH REQUIRED IFAND

STOPS CORPORATION 1-INCH WITH B88), ASTM (PER LINES SERVICE COPPER KTYPE

1-INCH WITH REPLACED BE SHALL LINES SERVICE WATER-INCH ¾ EXISTINGALL16.

10). 12 33 (SECTION ENGINEER THE BYDIRECTED

AS OR CURB THE BEHIND FT. 3 RELOCATED BE SHALL METERS WATER EXISTINGALL17.

CONSTRUCTION.

DURING SERVICE WATER TEMPORARY FOR MAIN LARGER A REQUIRE SHALLLINES

FIRE AND LARGER) AND (3-INCH SERVICES DOMESTIC LARGE 30. 04 33 SECTIONPER

MAIN SERVICE WATER TEMPORARY 2-INCH A INSTALL SHALL CONTRACTORTHE18.

115530 L

IC E N SED

S

T A

TE OF TEX

A

S

P R

O F

E S

SIO N AL EN

G

IN

E E

R t e

P lo t t e r

A

C C

O U

N T

N o v

:1

:4

P

J

P lo t d r v

V .1

P D

F

F il e

P D

F

M o n o .p lt c f g

N

IF

D r a w in g s

G e n e r a l\ c v t r t g n n o t e s .s h t

.0 in

P lo t

S c a le

M ic r o

S t a t e r

Date: Nov. 06, 2025 - 03:17:46 PM User: 02803File:On SiteOffice:

O n

S it e

O f f ic e

N:\IF\Drawings\1. General\cv-trt-gn-notes01.sht

P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

REVISIONS

CONSTRUCTION NOTES

MAPSCO NO. 79T AND 79U

DESCRIPTION DATENO.

CITY OF FORT WORTH, TEXAS

TRANSPORTATION AND PUBLIC WORKS

& CAPITAL PROJECT DIVISION

TRANSPORTATION PROGRAMMING

HORIZONTAL & VERTICAL CONTROL

YEAR 2 - PINSON STREET

2022 BOND SIDEWALK

B

O N

D S

ID

E W

A L

K Y

E A

R P

IN

S O

N S

T R

E E

T

Texas Registered Engineeering Firm F-2144 Freese and Nichols, Inc.

ELEV: 584.35

E: 2358234.93 N: 6945790.13

FTW BM 7511

ELEV: 572.07

E: 2359193.45 N: 6945842.51

FTW BM 7510

DATE:

SCALE:

FULL SIZE

DESIGNED:

DRAWN:

SHEET

ELEV: 584.58

E: 2358256.26 N: 6945790.07

BM 2

ELEV: 592.61

E: 2357180.61 N: 6945820.97

BM 3

ELEV: 592.76

E: 2356222.65 N: 6945924.09

BM 4

ELEV: 611.49

E: 2355103.52 N: 6945867.09

BM 5

FT123536

DATE:

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

TEXAS NO: 115530

NOT FOR CONSTRUCTION

AUTHORITY OF TODD C. BUCKINGHAM, P.E.

1-800-DIG-TESSALL OTHER FACILITIES

(682) 226-9371CHARTER COMM.

(817) 253-6182AT&T COMM.

(817) 215-6214ONCOR GAS & ELECTRIC

(817) 215-4366ATMOS ENERGY

(817) 392-8100FORT WORTH T&PW

(817) 392-8296FORT WORTH WATER DEPT.-FIELD OPERATIONS

EXCAVATING AT EACH LOCATION:

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED.

NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,

FILE# K-3300 CITY PROJECT # 104760FILE# X-28300

9/5/2025

K -3

X -2

ZLG

N.T.S. 5

GENERAL NOTES

APPLY. SHALL PROTECTIONCATHODIC

FOR SPECIFICATIONS AND DRAWINGS THE STUDY, PROTECTION CATHODICTHE

FROM RECOMMENDATIONS THETH WI ACCORDANCE IN PVC. THAN OTHERPIPES

ALL ON REQUIRED IS STUDY PROTECTION CATHODIC 11. 11 33 10, 11 33SECTION

PER WRAPPED POLY BE SHALL MAINS WATER IRON DUCTILE ALL 12. 11 33SECTION

PER DR-14 BE SHALL SMALLER AND DIAMETER 12-INCH MAINS WATER PVCALL19.

FT. 10 BE SHALL HEADWALLS OF WALL OUTERAND

SHAFTS, DRILLED DIAMETER OUTER TO MAIN OF WALL OUTER FROMSEPARATION

HORIZONTAL MINIMUMFEET. 5 BE SHALL INLET OF WALL OUTER TO MAINOF

WALL OUTER FROM SEPARATION HORIZONTAL MINIMUM INLETS. CURB CLEARTO

JOINTS AT MAINS WATER DEFLECT WORKDAY. EACH OF END THE AT DETAILAND

25 12 33 40, 04 33 SECTIONS PER PLUGS TEMPORARY HAVE SHALL MAINS WATERALL20.

LINE. PROPERTY/ROW THE WITH UP LINE TOINSTALLED

BE SHALL VALVES GATE THE PLANS, THE ON NOTED OTHERWISEUNLESS21.

76102. TX WORTH FORT AVE.

TH

11 1608 ATLOCATED

WAREHOUSE THE TO MATERIALS SALVAGED ALL DELIVER ANDSUPERVISOR

WAREHOUSE CONTACT WAREHOUSE. OPERATIONS FIELD WATER TOSALVAGED

AND REMOVED ITEMS ALL FOR INSPECTOR CITY THE TO DOCUMENTS THEPROVIDE

SHALL CONTRACTOR SALVAGED. OR REMOVED BEING ITEMS ALL TOPRIOR

OPERATIONS FIELD WATER CONTACT SHALL INSPECTOR CITY ANDCONTRACTOR22.

SEWER:SANITARY

CONNECTIONS. ILLICIT DISCOVERED ANY OF CITY NOTIFY ONLY. SEWERSANITARY

FOR ARE SYSTEM SEWER SANITARY THE TO CONNECTIONS ALL THATVERIFY1.

OUTS. CLEAN OPENING WITH ASSOCIATED UP CLEAN ALL FOR RESPONSIBLEBE

WILL CONTRACTORE TH AVAILABLE. WHERE OUTS CLEAN OPEN TO ALLOWEDBE

WILL CONTRACTOR THE PIPE. EXISTING OF ABANDONMENT AND/OR PIPE NEWOF

INSTALLATION THE DURING RESULT MAY WHICH BACKUP, FROM BASEMENTSAND

HOMES, PROPERTIES, TO DAMAGES ALL FOR LIABLE BE SHALL CONTRACTORTHE2.

DETAILS. THE WITH ACCORDANCE IN SLIDEHYDRAULIC

A PROVIDE MANHOLES, AT CONNECTIONS SERVICE SEWER SANITARY ALLFOR3.

OPERATIONS.S'RTOCONTRAC

THE OF RESULT A AS MAINS SEWER SANITARY AND WATER EXISTING TODAMAGES

ALL FOR LIABLE IS CONTRACTOR THE REPAIRS. FOR ON-SITE MATERIALSPIPE

ACCEPTABLE INCLUDES WHICH PERSONNEL SAME THE TO PLAN EMERGENCYAND

PLAN CONTINGENCY A SUBMIT SHALLNTRACTOR CO THE ADDITION, INAREAS.

THESE IN CONSTRUCTION TO PRIOR OPERATIONS FIELD WATER ANDENGINEERING,

WATER INSPECTOR, CITY BY REVIEW FOR LARGER) AND (15-INCHMAINS

SEWER SANITARY AND LARGER) AND (16-INCH MAINS WATER DIAMETERLARGE

OF SUPPORT/PROTECTION FOR 00 33 01 SECTION PER MEETINGPRE-CONSTRUCTION

THE AT DRAWINGS SHOP SUBMIT SHALL CONTRACTORCONSTRUCTION.

DURING GROUND BELOW AND ABOVE BOTH STRUCTURES AND UTILITIESOTHER

ALL AND SERVICES, UTILITY PIPES, DRAINAGE MAINS, WATER…