2-W and SS Replacement Contract 2021 - WSM-A Part 1 CPN 103498 100% Project Plans.pdf

S

D

I

IRON PIN FOUND

IPS

IPF

IRON PIN SET

UTILITY POLE

STREET LIGHT

CONTROL POINT

WATER METER

WATER VALVE

SPRINKLER VALVE

TELEPHONE RISER

GAS METER

GAS RISER

CHAIN LINK FENCE

CURB AND GUTTER

EXISTING CULVERT

SS MANHOLE

EDGE/GRAVEL DIRT

FIRE HYDRANT

SS CLEANOUT

GUY WIRE

WATER LINE

TREES

GAS LINE

SANITARY SEWER

EASEMENT LINE

W

G

IR

T

18" SD

GUY

PROPERTY LINE

R.O.W. LINE

WORTH MONUMENT

CITY OF FORT

PAVEMENT

EDGE ASPHALT

CABLE

OVERHEAD UTILITY

TELEPHONE

UNDERGROUND

FIBER OPTIC CABLE

UNDERGROUND

G

G GAS TEST STATION

G GAS VALVE

SIGN

STORM DRAIN MANHOLE

GAS MANHOLEG

WATER MANHOLEW

MAILBOX

BARBED WIRE FENCE

IRRIGATION BOX

TREE REMOVAL

L

OR

HOG WIRE FENCE

WROUGHT IRON OR WOOD FENCE

ORCO COCO

x

SHEET INDEX

DESCRIPTIONSHEET NO.

COVER SHEET

LEGEND

INDEX OF SHEETS

ABBREVIATION LIST

X -2

SRV = SERVICE

ROW = RIGHT OF WAY

DRTCT = DEED RECORDS, TARRANT COUNTY, TEXAS

COFW = CITY OF FORT WORTH

SS = SANITARY SEWER

WL = WATER LINE

AT&T LEGEND

FIBER OPTIC CABLE

UNDERGROUND

OPTIC CABLE

OVERHEAD FIBER

CABLE

OVERHEAD COPPER

COPPER CABLE

UNDERGROUND

QL "D"

99-101

97-98

93-96

90-92

87-89

84-86

81-83

79-80

72-78

67-71

62-65

59-61

51-58

34-50

30-31

26-28

11-24

7-9

3-4

EROSION CONTROL DETAILS

PAVEMENT MARKING DETAILS

TRAFFIC DETAILS

TCP: PHASE 3

TCP: PHASE 2E

TCP: PHASE 2D

TCP: PHASE 2C

TCP: PHASE 2B

TCP: PHASE 2A

TCP: PHASE 2

TCP: PHASE 1

TRAFFIC CONTROL PLAN

TRENCH REPAIR DETAILS

SANITARY SEWER DETAILS

WATER DETAILS

PRV DETAILS

SANITARY SEWER PLANS - L-5622 (N. MAIN STREET)

SANITARY SEWER PLANS - M-138 (BETWEEN W. LONG AVE. & N.W. 32 ND ST.)

SANITARY SEWER PLANS - L-1963 (W. LONG AVE.)

SANITARY SEWER PLANS - M-241 (BETWEEN CHESTNUT AVE. & PEARL AVE. )

WATER PLANS - W-5 (N. MAIN STREET)

WATER PLANS - W-1 (W. LONG AVE.)

CONTROL DATA SHEET

REMOVAL AND ABANDONMENT PLAN

SANITARY SEWER LOCATION MAP

WATER LOCATION MAP

GENERAL NOTES

INDEX OF SHEETS

PROJECT SPECIFIC NOTES

LIST NOT ALL INCLUSIVE; CONTRACTOR TO APPEND LIST IF NECESSARY. 2.

PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ADJACENT TOO AFFECTED PROPERTIES.

CONTRACTOR SHALL COORDINATE WITH ALL BUSINESSES AND PROPERTY OWNERS TO PROVIDE TWO (2) WEEKS, 48 HOURS, AND 24 HOURS, NOTICE TO ALL AFFECTED 1.

NOTES:

REPLACE ANY PAVEMENT MARKINGS THAT ARE DAMAGED/DISTURBED BY THE PROJECT. 4.

WILL BE PROVIDED FOR THE EFFORT.

THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING HYDRANT METERS, MAINTAINING THEM, AND RETURNING THEM UPON PROJECT COMPLETION. NO ADDITIONAL PAY ITEM 3.

CONTRACTOR TO MILL AND OVERLAY FROM CURB TO CURB ON EAST BOUND AND WEST BOUNT FROM THE BEGINNING TO END OF PROJECT LIMITS.2.

UTILITY LINE WHETHER WATER OR SEWER WILL ALSO BE IDENTIFIED.

EACH WATER AND SEWER LINE IS ASSOCIATED WITH ITS OWN SET OF STATION NUMBERS. WHEN REFERENCING A SPECIFIC STATION NUMBER, THE CORRESPONDING 1.

BES

KAB

HORIZONTAL & VERTICAL CONTROL

NO.

DESCRIPTION

REVISIONS

DATE

CONSTRUCTION NOTES

DRAWN:

SHEETDESIGNED: SCALE: DATE:

7/7/2026

CITY OF FORT WORTH, TEXAS

WATER DEPARTMENT

TEXAS REGISTERED ENGINEERING FIRM F-3557

500 W. 7th ST. SUITE 1100

FORT WORTH, TEXAS 76102

(817) 339-8950

:4

:4

P M

P h a s e

G

IN

D

In d x h e e t

1"=300'

EXCAVATING AT EACH LOCATION:

1-800-878-8711AT&T

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

CITY PROJECT #103498

R

X-27919

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES 1-800-DIG-TESS (811)

(817) 392-5700

(817) 215-6214

(817) 392-8100

(817) 392-8296

AMOS ENERGY

1-800-233-2133

(817) 215-4366

ONCOR GAS & ELECTRIC

TXU ENERGY

SPECTRUM

FRONTIER

1-855-707-7328

1-800-921-8101

(817) 392-5729

(817) 392-5739

FORT WORTH FORESTRY (CRAIG FOX)

FORT WORTH FORESTRY (MELANIE MIGURA)

62B, 62C

48Y, 62A, MAPSCO NO. 48W, 48X,

7/7/2026

CONTRACT 2021, WSM-A PART 1

WATER & SANITARY SEWER REPLACEMENT

C P

N

W

A T

E R S

A N

IT

A R

Y S

E W

E R R

E P

L A

C E

M E

N T C

O N

T R

A C

T

W S

M -A P

A R

T

GENERAL NOTES

X -2

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS PARK & RECREATION DEPARTMENT NOTES

DIVISION 01 - GENERAL REQUIREMENTS PARK & RECREATION DEPARTMENT NOTES

DIVISION 02 - EXISTING CONDITIONS

MARKER. CONTRACTOR SHALL REPLACE THE FULL SECTION OF THE CURB AND STREET MARKER.

AREA OF CONSTRUCTION AND CANNOT BE PROTECTED, CONTRACTOR SHOULD REMOVE THE SECTION OF CURB AND GUTTER CONTAINING THE FULL TILE STREET NAME

CONTRACTOR SHALL NOT CRACK, BREAK, MAR, OR OTHERWISE DAMAGE TILE STREET NAME MARKERS. IN THE EVENT A TILE STREET NAME MARKER IS LOCATED IN AN 5.

SIGNS SHALL BE POSTED IN A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE. NUMBERS SHALL BE AT LEAST 3-INCHES IN HEIGHT AND CONTRAST.

WHERE APPLICABLE, TWO (2) PERMANENT PAINTED DRIVE ADDRESSES MUST BE INSTALLED AT THE BASE OF THE CURB ON EACH SIDE OF EVERY DRIVEWAY. ADDRESS 4.

CONSTRUCTION AREA. IF SPECIFIC BID ITEM(S) ARE NOT INCLUDED, THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM.

SERVICES AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC. IN OR NEAR PROPOSED

THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE WHEN SHOWN ON THE PLANS (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY 3.

THESE ITEMS SHALL BE AS DESIGNATED.

CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF 2.

AS A SEPARATE PAY ITEM PER SECTION 02 41 14.

UNLESS OTHERWISE INDICATED WITHIN THE PROJECT SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A PROPOSED UTILITY TRENCH SHALL BE PAID

NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED UTILITY TRENCH 1.

DIVISION 03 - CONCRETE

PUMPS, AND CHUTES WITHOUT HARMING THE ENVIRONMENT OR VIOLATING CONSTRUCTION REGULATIONS.

CONTRACTOR SHALL PROVIDE A TEMPORARY CONCRETE WASHOUT BASIN FOR SAFELY AND RESPONSIBLY DISPOSING OF SURPLUS CONCRETE FROM MIXING TRUCKS, 2.

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

HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE 1.

SPREAD.PREVENT OAK WILT

ALL CUTS ON OAK TREES, INCLUDING ROOTS, SHALL BE PAINTED WITH GENERAL PURPOSE SPRAY PAINT WITHIN 30 MINUTES OF EXPOSURE TO v.

ROOTS 2-INCH OR LARGER SHALL NOT BE CUT WITHOUT CITY FORESTER APPROVAL. ROOTS SHALL BE CLEAN CUT WITH A SAW.iv.

ALL WORK INSIDE PROTECTIVE TREE FENCING TO BE DONE BY HAND, UNLESS PRIOR APPROVAL GIVEN BY CITY FORESTER. iii.

FORESTER PPROVAL.

NO ENTRY, GRADING, EXCAVATION, PARKING OR STORING OF EQUIPMENT OR SUPPLIES INSIDE THE PROTECTIVE TREE FENCING WITHOUT CITY ii.

THAT READS, "KEEP OUT, TREE PROTECTION AREA" ("NO ENTRE, ÁREA DE PROTECCIóN DE ÁRBOLES").

4-FOOT TALL, CHAIN LINK FENCING INSTALLED AT THE TREE DRIPLINE WITH BILINGUAL SIGN ON PROTECTIVE FENCING IN ENGLISH AND SPANISHi.

OF THE PROJECT.

INSPECTED BY CITY FORESTER AND REMAIN UNTIL COMPLETION TREE PROTECTION SHALL BE PUT IN PLACE BEFORE GRADING/CONSTRUCTION BEGINS, BE a.

OR 817/392-5729.

OR 817/392-5738 CITYTREEPERMITS@FORTWORTHTEXAS.GOV OR WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/PARKS/SERVICES/FORESTRYPARD-FORESTRY:

PRECONSTRUCTION PURPOSES REQUIRES THE UTILIZATION OF AN ISA-CERTIFIED ARBORIST, AS STATED IN THE PERMIT, AT NO EXPENSE TO PARD. CONTACT

PERMITS FOR REMOVAL, PLANTING OR PRUNING OF CITY-OWNED TREES SHALL BE OBTAINED FROM PARD-FORESTRY. PRUNING REQUIRED FOR

RIGHT-OF-WAY. APPROVAL OF PLANS DOES NOT CONSTITUTE APPROVAL TO PROCEED WITH WORK UNTIL CORRESPONDING PERMIT HAS BEEN ISSUED.

PER CHAPTER 33, PARK & RECREATION-FORESTRY SECTION (PARD-FORESTRY) HAS JURISDICTION OVER TREES ON CITY-OWNED PROPERTY INCLUDING 10.

CITY TREES (CONTACT CITY FORESTER 817-392-5739):

PROJECT COMPLETION

EROSION CONTROL REMOVAL: ALL EROSION CONTROL MATERIALS AND FENCING, INCLUDING SILT FENCE AND TREE PROTECTION, MUST BE REMOVED UPON 9.

32 92 13 AND 32 92 14).

HYDROMULCHING PRIOR TO INSTALLATION, ALONG WITH THE DELIVERY TICKET (REFER TO FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS

MATERIAL CERTIFICATIONS: UPON REQUEST, THE CONTRACTOR MUST PROVIDE PARD WITH COPIES OF CERTIFICATIONS FOR SOIL, SOD, SEEDING, AND 8.

SODDING AND/OR 32 92 14 -NON-NATIVE SEEDING.

TURF INSTALLATION: TURF INSTALLATION MUST ADHERE TO THE CITY OF FORT WORTH (CFW) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 92 13 7.

NON-NATIVE SEEDING).

SODDING (REFER TO FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 91 19 - TOPSOIL, 32 92 13 - SODDING, AND 32 92 14

SOIL REQUIREMENTS: THE SOIL MUST BE FREE OF CONSTRUCTION DEBRIS AND ROCKS 1 INCH OR LARGER. BACKFILL WITH CLEAN SOIL BEFORE SEEDING OR 6.

CONDITIONS OR BETTER AT NO ADDITIONAL COST TO PARD.

SITE RESTORATION: ALL DISTURBANCES TO EXISTING SOIL, VEGETATION, IRRIGATION SYSTEMS, OR EQUIPMENT MUST BE RESTORED TO PRE-CONSTRUCTION, 5.

REMOVE FENCING UPON PROJECT COMPLETION.

PARKLAND PROTECTION: INSTALL FENCING ALONG THE PARK PROPERTY LINE TO SAFEGUARD THE PARKLAND THROUGHOUT THE CONSTRUCTION PERIOD. 4.

WITH PARD AT 817-392-5764 TO IDENTIFY PARD UTILITIES, TREE PROTECTION MEASURES, AND PARKLAND FENCING REQUIREMENTS.

PRE-CONSTRUCTION MEETING: BEFORE COMMENCING WORK ON PARKLAND, A MINIMUM 72-HOUR NOTICE IS REQUIRED TO SCHEDULE AN ON-SITE MEETING 3.

PRIOR WRITTEN APPROVAL FROM PARD.

CONSTRUCTION ACTIVITIES: CONSTRUCTION EQUIPMENT, STAGING AREAS, MATERIAL STORAGE, AND MATERIALS TESTING ARE PROHIBITED ON PARKLAND WITHOUT 2.

CONVERSION IN ACCORDANCE WITH CHAPTER 26 OF THE TEXAS PARKS AND WILDLIFE CODE.

PARKLAND CONVERSION: ANY PROPOSED UTILITY IMPROVEMENTS OUTSIDE OF RECORDED EASEMENTS WITHIN PARKLAND NECESSITATES A PARKLAND 1.

CITY PARKS (PARK PLANNER 817-392-5764)

LAND MAINTAINED BY PARD INCLUDING RIGHTS-OF-WAY, MEDIANS, ROUNDABOUTS, CORNER CLIPS, PARKWAYS, AND CITY FACILITIES.

THE CITY OF FORT WORTH PARK & RECREATION DEPARTMENT (PARD) PROVIDES GUIDELINES FOR WORK CONDUCTED WITHIN OR ADJACENT TO CITY PARKLAND AND

DELIVERY TICKET.

UPON REQUEST, THE CONTRACTOR MUST PROVIDE PARD WITH CERTIFICATIONS FOR SOIL, SOD, SEEDING, AND HYDROMULCHING BEFORE INSTALLATION, ALONG WITH THE INSPECTIONS:

IS COMPLETE AND THE CITY ACCEPTS WORK.

PRE-EXISTING MEDIANS/ROWS WITHIN CONSTRUCTION ZONES MUST BE MAINTAINED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS UNTIL CONSTRUCTION b.

SOD REPLACEMENT IS REQUIRED IN ALL DISTURBED AREAS, MATCHING EXISTING GRASS TYPES AS PER SECTION 32 92 13. a.

ADDITIONAL COST TO PARD.

ANY DISTURBANCE TO EXISTING SOIL, VEGETATION, OR IRRIGATION MUST BE REPAIRED OR REPLACED TO PRE-CONSTRUCTION CONDITION OR BETTER, AT NO DISTURBANCE:22.

CITY OF FORT WORTH (CFW) SEED/SOD SPECIFICATIONS, PRIOR TO CITY ACCEPTANCE.

NEW MEDIANS/ROWS REQUIRE WATERING, MOWING, AND MAINTENANCE BY THE CONTRACTOR UNTIL GRASS COVERAGE IS ESTABLISHED ACCORDING TO WATERING AND MAINTENANCE:21.

NON-NATIVE SEEDING.

TURF INSTALLATION MUST COMPLY WITH CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 92 13 - SODDING AND/OR 32 92 14 - TURF:20.

STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 91 19 - TOPSOIL).

SOIL MUST BE FREE OF CONSTRUCTION DEBRIS AND ROCKS LARGER THAN 1 INCH. BACKFILL WITH CLEAN SOIL BEFORE SEEDING OR SODDING (REFER TO FORT WORTH TOPSOIL:19.

PRIOR WRITTEN APPROVAL.

CONSTRUCTION EQUIPMENT, STAGING, MATERIAL STORAGE, AND MATERIAL TESTING ARE NOT PERMITTED ON EXISTING MEDIANS MAINTAINED BY PARD WITHOUT EQUIPMENT STAGING:18.

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

BACKFILLING.BEFOREPRESSURE

IF AN EXISTING MEDIAN IS ALTERED, CONTACT PARD 72 HOURS BEFORE IRRIGATION INSTALLATION TO SCHEDULE INSPECTION OF ALL IRRIGATION LINES, DEPTH, ANDc.

ISSUED.

INSTALLATION OF TREES AND PLANTING MATERIALS CAN COMMENCE ONLY AFTER IRRIGATION LINES HAVE BEEN INSPECTED, APPROVED, AND A "GREEN TAG" HAS BEEN b.

CONTACT DEVELOPMENT SERVICES CUSTOMER SERVICES AT 817-392-2222.

TESTED UPON INSTALLATION OR REPAIR BY A LICENSED BACKFLOW PREVENTION ASSEMBLY TESTER (BPAT) REGISTERED WITH THE CITY OF FORT WORTH WATER DEPARTMENT.

ANY IRRIGATION SYSTEM CONNECTED TO A PUBLIC OR PRIVATE POTABLE WATER SUPPLY REQUIRES AN APPROVED BACKFLOW PREVENTION ASSEMBLY, WHICH MUST BE a.

RULES FOR LANDSCAPE IRRIGATION AND FORT WORTH ORDINANCE NUMBER 18444-01-2009.

IRRIGATION SYSTEMS MUST ADHERE TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) TITLE 30, TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 344, IRRIGATION:18.

INSPECTIONS, AND PHOTOS.

SUBMIT MONTHLY LANDSCAPE AND IRRIGATION MAINTENANCE REPORTS TO THE CITY PROJECT MANAGER. REPORT SHOULD INCLUDE MAINTENANCE ACTIVITIES, REPORTS:17.

TREES AND LANDSCAPE PLANTINGS.

PLANT IDENTIFICATION TAGS MUST REMAIN ON ALL PLANT MATERIALS FOR PARD INSPECTION. CONTACT PARD 72 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS OF INSPECTION:16.

LANDSCAPING MATERIALS, INCLUDING HARDSCAPES, IRRIGATION, AND PLANTINGS (EXCLUDING TURF).

ALL PLANTING MATERIALS ON CITY CAPITAL PROJECTS REQUIRE A TWO-YEAR WARRANTY. A MAINTENANCE BOND IS REQUIRED FOR ALL MAINTENANCE AND WARRANTY:15.

SEE ROW NOTES.TURF INSTALLATION:14.

CITY CAPITAL PROJECTS (PARK PLANNER 817-392-5479)

HTTPS://WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/DEVELOPMENT-SERVICES/CONTRACT-MANAGEMENT-OFFICE

DEVCFA_PROJECTS@FORTWORTHTEXAS.GOV

DEVELOPMENT SERVICES' CONTRACT MANAGEMENT OFFICECONTACT:13.

THE PRE-CONSTRUCTION MEETING TO AVOID PROJECT DELAYS AT THE FINAL APPROVAL STAGE.BEFORE: APPLICATION MUST BE SUBMITTED APPLICATIONS12.

(CITY OWNS THE ITEMS AFTER ACCEPTANCE, BUT THE ADJACENT PROPERTY OWNER MAINTAINS THEM).MAINTENANCE AGREEMENT

(ADJACENT PROPERTY OWNER OWNS AND MAINTAINS THE ITEMS IN THE ROW) OR A ENCROACHMENT AGREEMENT THESE INSTALLATIONS REQUIRE EITHER AN AGREEMENTS:11.

CANS, BIKE RACKS, BENCHES) INSTALLED IN THE PUBLIC RIGHT-OF-WAY (ROW) BY PRIVATE PROPERTY OWNERS TO MEET DEVELOPMENT SERVICES’ ZONING REQUIREMENTS.

IRRIGATION SYSTEMS, TREE GRATES, NON-GRASS/TREE PLANT MATERIAL, OR AMENITIES (E.G., TRASH DOES NOT MAINTAINTHE FORT WORTH PARK & RECREATION DEPARTMENT (PARD)

LANDSCAPING AND IRRIGATION ON ROADWAY RIGHT-OF-WAY DEVELOPER PROJECTS (PARK PLANNER 817-392 5479)

RIGHT-OF-WAY (INCLUDING PARKWAYS, MEDIANS, CORNER CLIPS, ROUNDABOUTS) MAINTAINED BY PARD (PARK PLANNER 817-392-5479)

DUE THE CONTRACTOR.

AND THE CONTRACTOR WILL BE AUTOMATICALLY ASSESSED DAMAGES. DAMAGES AS DESCRIBED HEREIN SHALL BE DEDUCED FROM PAYMENTS OTHERWISE

ALL DAMAGES SHALL BE PAID TO THE CITY TREE FUND. FAILURE TO REPLACE OR PAY FOR DAMAGED TREES SHALL RESULT IN A BREACH OF CONTRACT x.

BE REMOVED BY THE FORESTRY SECTION'S TREE REMOVAL CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

SHALL BE MEASURED USING DIAMETER AT BREAST HEIGHT (DBH). TREES THAT MUST BE REMOVED DUE TO DAMAGE CAUSED BY THE CONTRACTOR SHALL

NSI STANDARDS. TREES CALIPER SHALL BE MEASURED ACCORDING TO ACCEPTED INDUSTRY STANDARDS. TREES GREATER THAN 6-INCH IN CALIPER

BRANCHES SHALL BE MEASURED AT THE POINT OF ATTACHMENT OR AT THE LATERAL TO WHICH THE BRANCH WOULD BE PRUNED BACK TO ACCORDING TO ix.

4-FEET OF THE TRUNK SHALL ALSO BE CONSIDERED SEVERE DAMAGE.

OFTHE BUTTRESS ROOTS WITHIN 3 TIMES THE DISTANCE OF THE DBH OF THE TRUNK, OR CUTTING 4 ROOTS 4-INCH OR GREATER IN DIAMETER WITHIN

OFSOIL, GRADING OR FILLING MORE THAN 20% OF THE CRZ, OR WITHIN 50% RADIUS OF THE CRZ, OR ON MORE THAN ONE OF 4 SIDES. CUTTING 1 /3

OR DAMAGE TO A SCAFFOLDING BRANCH OR ANY BRANCH GREATER THAN 1/3 OF TRUNK CALIPER. SEVERE DAMAGE SHALL ALSO INCLUDE: COMPACTION

LIMITEDTO: SCARRING OF THE TRUNK TO THE CAMBIAL LAYER GREATER THAN 1/3 THE TRUNK CIRCUMFERENCE; UPROOTING OR CAUSING A TREE TO LEAN;

THAN30-INCH DBH OR $400 PER DIAMETER INCH FOR TREES 30-INCH DBH OR GREATER. SEVERE DAMAGE OR REMOVAL SHALL INCLUDE, BUT IS NOT

SEVERE DAMAGE OR REMOVAL OF TREES IS SUBJECT TO PENALTY OF $200 PER DIAMETER INCH OF TREES REMOVED OR DAMAGED FOR TREES LESS viii.

A RATE OF % THE ASSESSED VALUE OF THE TREE PER EACH INSTANCE OF DAMAGE.

THE 50% RADIUS OF THE CRZ; OR DISPOSING OF PAINT OR CONCRETE WITHIN 50% RADIUS OF THE CRZ. MODERATE DAMAGES SHALL BE CALCULATED AT

CALIPER. MODERATE DAMAGE SHALL ALSO INCLUDE: COMPACTION OF SOIL; GRADING OR FILLING IN 20% OF THE CRZ ON 1 OF 4 SIDES, BUT OUTSIDE

2-INCH, BUTLESS THAN 1 /3 THE TRUNK CIRCUMFERENCE; OR BREAKING OF LIMBS MORE THAN 2-INCH IN DIAMETER, BUT LESS THAN 1/3 TRUNK

REDUCEDLONGEVITY OF THE TREE. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO: SCARRING OF THE TRUNK INTO THE CAMBIAL LAYER GREATER THAN

MODERATE DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE THAT CONTRIBUTES TO THE POOR HEALTH AND vii.

EQUIPMENT OR SUPPLIES ARE STORED WITHIN CRZ, OR FILL IS STORED WITHIN THE CRZ SHALL BE CONSIDERED ONE INSTANCE.

SLIGHT DAMAGE TO TREES SHALL BE ASSESSED AT A RATE OF $100.00 FOR EACH INSTANCE. EACH DAY TREE FENCING IS NOT PROPERLY PLACED, CRITICAL ROOT ZONE (CRZ); OR DISPOSING OF PAINT OR CONCRETE WITHIN THE CRZ, BUT NOT CLOSER TO THE TRUNK THAN 50% RADIUS OF THE CRZ.

INCLUDE: REMOVAL OR LAYING DOWN OF PROTECTIVE TREE FENCING PRIOR TO END OF CONSTRUCTION; STORING EQUIPMENT OR SUPPLIES WITHIN THE

BREAKING OF LIMBS LESS THAN 2-INCH IN DIAMETER OR LIMBS LESS THAN 1 /3 TRUNK CALIPER, WHICHEVER IS LESS. SLIGHT DAMAGE SHALL ALSO

NOT LIMITED TO: SCARRING OF THE TRUNK INTO THE CAMBIAL LAYER Y ' TO 2-INCH IN WIDTH, BUT LESS THAN 1 /3 TRUNK CIRCUMFERENCE; OR

SLIGHT DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE THAT MAY COMPARTMENTALIZE. EXAMPLES INCLUDE BUT ARE vi.

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

THAN 2-YEARS. ANY TREE THAT DOES NOT SURVIVE THE 2-YEAR ESTABLISHMENT PERIOD SHALL BE COMPENSATED FOR BY THE CONTRACTOR TO

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANTING, WATERING, MULCHING AND MAINTENANCE OF REPLACEMENT TREES FOR A PERIOD OF NOT LESS

TREES DAMAGED OR REMOVED WHICH ARE LESS THAN 30-INCH DBH AND 2-INCH PER INCH FOR TREES WHICH ARE 30-INCH DBH OR GREATER. THE

REPLACEMENT SHALL BE MADE ON A CALIPER INCH PER CALIPER INCH BASIS WITH A MINIMUM SIZE OF REPLACEMENT TREE OF 2-INCH IN CALIPER FOR

CONTRACTOR MAY HAVE THE OPTION OF REPLACEMENT OR PAYMENT FOR SEVERELY DAMAGED TREES AT A LOCATION TO BE DESIGNATED BY PARD. v.

DAMAGES SHALL BE DOCUMENTED BY MEMO TO THE CITY FORESTER WITH COPY TO CONTRACT FILE AND THE CONTRACTOR.iv.

THE INSPECTION.ATTEND

A CHECK OF ALL TREES MAY BE MADE AT THE END OF THE CONTRACT PERIOD. CITY FORESTER, CONTRACT ADMINISTRATOR, AND CONTRACTOR WILL iii.

THE CONTRACT ADMINISTRATOR WILL CONDUCT RANDOM CHECKS OF THE TREES DURING THE CONTRACT PERIOD.ii.

ADMINISTRATOR. CONTRACT

THE CONTRACTOR WILL CHECK TREES IN THE CONTRACT AREA BEFORE CONTRACT WORK BEGINS, ANY DAMAGE WILL BE NOTED AND REPORTED TO THE i.

ASSESSMENT OF DAMAGES TO TREESb.

SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL.

OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES PER SECTION 01 11 00 SUMMARY OF WORK, CONSTRUCTION. REMOVED FENCES, WOODEN OR CHAIN LINK, SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING. ALL AFFECTED PROPERTY

CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING 19.

STREET USE PERMIT SHALL BE SUBMITTED PER SECTION 01 55 26 TO THE CITY INSPECTOR AND TPW FOR WORK IN CITY ROW. 18.

AROUND CONSTRUCTION SITES. ONE LANE SHALL REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH WORK DAY.

NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION DURATION, AND POSSIBLE ALTERNATIVE ROUTES

CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A 17.

NO SEPARATE PAY, EXCEPT AS SPECIFICALLY INDICATED WITHIN THESE PLANS OR THE CONTRACT DOCUMENTS.

COSTS ASSOCIATED WITH PROPOSED CONNECTIONS TO EXISTING FACILITIES SHALL BE INCLUDED IN EACH RESPECTIVE BID ITEM, IF NO SPECIFIC BID ITEM IS INCLUDED. 16.

REMOVE THE MATERIAL AT THEIR OWN COST.

PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND SHALL

NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR

CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN

FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE

THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS 15.

PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A COPY FURNISHED TO THE CITY.

CONSTRUCTION PER SECTION 01 11 00. DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED APPROVAL OF THE

WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO 14.

ACCEPTANCE.

LINER RESULTS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL

PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, 13.

SECTION 01 74 23.

THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR TO WORK, PER 12.

74 23. WORK ASSOCIATED WITH THIS ITEM IS CONSIDERED SUBSIDIARY TO VARIOUS ITEMS BID.

THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION PER SECTION 01 11.

SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS.

WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS AND

ACTIVITY, MATERIALS, ETC. THAT ARE IDENTIFIED BY THE CITY AS NON-COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED

SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE PRE-CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION 10.

REQUIRE WRITTEN REQUEST BY THE CONTRACTOR PER GENERAL CONDITIONS, SECTION 00 72 00, ARTICLE 6.02.

ALONG WITH THE PROGRESS PAYMENT PER GENERAL CONDITIONS, SECTION 00 72 00, ARTICLE 6.04. ANY PROPOSED WORK BEYOND REGULAR WORKING HOURS WILL

PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH SECTION 01 32 16, AND PROVIDE MONTHLY UPDATES

CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 6:00 PM MONDAY THRU FRIDAY UNLESS APPROVED OR DIRECTED BY THE CITY. AT THE 9.

CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES.8.

CONSIDERED SUBSIDIARY WORK PER SECTION 01 32 33 PRECONSTRUCTION VIDEO.

IDENTIFICATION OF PROPERTY ADDRESS AND MAIN/LATERAL NAME AND STATION NUMBER. THIS PRE-CONSTRUCTION VIDEO OF IMPACTED PROPERTIES SHALL BE

THE CONTRACTOR SHALL VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE, NOTATION, AND AUDIO 7.

35 13.

THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 6.

CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. 5.

TEMPORARY FACILITIES AND CONTROLS. NOT A SEPARATE PAY ITEM.

AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY PER SECTION 01 50 00

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC 4.

AS DESIGNATED IN THE DRAWINGS.

PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT IF THESE ITEMS SHALL BE 3.

THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION.

THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY 2.

ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.

SUBSIDIARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. THE CONTRACTOR SHALL NOTIFY

AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THIS WORK SHALL BE CONSIDERED AS A

DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION

OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR

SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY

WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF

TO EXCAVATION. THE INFORMATION AND DATA SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR1.

GENERAL:

(DENA JOHNSON: 817-392-7866)THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO THE START OF ANY EXCAVATION f.

TO COMMENCING WORK AT THE INTERSECTION.

8100 TO PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE CITY AT 817-392-

THE EXPENSE OF THE SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT LOOPS, AND UNDERGROUND CONDUIT AT

SIGNAL HARDWARE, GROUND BOXES, DETECTION ). THE CONTRACTOR SHALL PROTECT EXISTING 817-392-8100HOURS PRIOR TO EXCAVATION (FORT WORTH T/PW, 72

CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE e.

800-395-0440AT&T

800-344-8377SPECTRUM COMMUNICATIONS

COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION:CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT d.

800-545-6005ATMOS ENERGY

ENCOUNTERING A GAS LINE:

HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF 48 GAS COMPANIES CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT c.

800-344-8377TXU ELECTRIC

PROVIDERS 48 HOURS PRIOR TO EXCAVATION :CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL b.

PRIOR TO CONSTRUCTION.) TO LOCATE EXISTING UTILITIES 1-800-DIG-TESS OR WWW.TEXAS811.ORGNOTIFY TEXAS 811 (a.

BES

KAB

HORIZONTAL & VERTICAL CONTROL

NO.

DESCRIPTION

REVISIONS

DATE

CONSTRUCTION NOTES

DRAWN:

SHEETDESIGNED: SCALE: DATE:

7/7/2026

CITY OF FORT WORTH, TEXAS

WATER DEPARTMENT

TEXAS REGISTERED ENGINEERING FIRM F-3557

500 W. 7th ST. SUITE 1100

FORT WORTH, TEXAS 76102

(817) 339-8950

:4

:4

G

G E

N

G n e r a l

N o t e t

1"=300'

EXCAVATING AT EACH LOCATION:

1-800-878-8711AT&T

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

CITY PROJECT #103498

R

X-27919

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES 1-800-DIG-TESS (811)

(817) 392-5700

(817) 215-6214

(817) 392-8100

(817) 392-8296

AMOS ENERGY

1-800-233-2133

(817) 215-4366

ONCOR GAS & ELECTRIC

TXU ENERGY

SPECTRUM

FRONTIER

1-855-707-7328

1-800-921-8101

(817) 392-5729

(817) 392-5739

FORT WORTH FORESTRY (CRAIG FOX)

FORT WORTH FORESTRY (MELANIE MIGURA)

62B, 62C

48Y, 62A, MAPSCO NO. 48W, 48X,

X -2

7/7/2026

CONTRACT 2021, WSM-A PART 1

WATER & SANITARY SEWER REPLACEMENT

C P

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A N

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A R

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E W

E R R

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L A

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W S

M -A P

A R

GENERAL NOTES

X -2

DIVISION 33 - UTILITIES

DIVISION 33 - UTILITIES

DIVISION 34 - TRANSPORTATION

SECTION 33 12 20. VAULTS SHALL BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, AND 03 30 00.

VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER 8.

INSTALLED A MINIMUM COVER OF 60-INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS.

12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE 7.

WORK AND SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS.

TEMPORARY PRESSURE PLUGS REQUIRED FOR SEQUENCING OF CONSTRUCTION AND TESTING OF PROPOSED WATER LINES SHALL BE CONSIDERED SUBSIDIARY TO THE 6.

OF MANUFACTURER'S RECOMMENDATIONS.

ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) 5.

ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN OTHERWISE IN THE DRAWINGS.4.

PROPOSED WATER MAINS SHALL HAVE A MINIMUM COVER OF 48-INCHES COVER ABOVE THE TOP OF PIPE, UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR DETAILS. 3.

ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER GLANDS.2.

CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING.

THRUST RESTRAINT AT DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE

PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE 1.

WATER:

THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITIES.

EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE 9.

THAT THE CITY AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA.

EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED 8.

NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED.

AND UTILITY MARKER TAPE IN ACCORDANCE WITH SECTION 33 05 26. ALL PAVEMENT REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 18, AND 32 01 29. ALL

BACKFILL SHALL NOT EXCEED 12-INCHES. TEST REPORTS SHALL BE POSTED WITHIN 48 HOURS. INCLUDES THE INSTALLATION OF THE TRENCH GEOTEXTILE FABRIC

BACKFILL PLACEMENT, CONTRACTOR SHALL SCHEDULE A DEMONSTRATION OF MEANS AND METHODS TO OBTAIN THE REQUIRED DENSITIES. DEPTH OF LIFTS FOR

NOTIFY THE CITY INSPECTOR IN WRITING TO OBTAIN SAMPLES AND PERFORM STANDARD PROCTOR TEST IN ACCORDANCE WITH ASTM D698. UPON COMMENCING OF

PLAN WHICH OUTLINES TESTING NOTIFICATION, FREQUENCY, TESTING LAB, TEST METHODS, TEST RESULT FORMAT, CONTACT INFORMATION ETC. CONTRACTOR SHALL

ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATION 33 05 10. CONTRACTOR SHALL PROVIDE THE EMBEDMENT/BACKFILL DENSITY TEST 7.

GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN SECTION 33 05 10 EXIST.

REQUIREMENTS, PER SECTION 33 05 10. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. THIS WOULD ALSO INCLUDE A

A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION SAFETY STANDARDS, FEDERAL AND STATE

CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY 6.

COVERS, ETC.

ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & 5.

ALL OTHER CONFINED SPACES IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES.

PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND 4.

WATER AND SEWER SERVICES TO BE REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT.

MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR 3.

WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT.

POTHOLE DATA AND OTHER DOCUMENTATION OF THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER ENGINEERING, LOCATED AND POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL

EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE

WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE PIERS, PIPELINE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES

EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME 2.

RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION ACTIVITIES.

SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR COMPLETE SITE

HOURS PRIOR TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION.

WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 1.

GENERAL:

CONTRACTOR SHALL RESTORE THE FINAL GRADE TO PRECONSTRUCTION ELEVATIONS TO MAINTAIN EXISTING DRAINAGE PATTERNS.3.

PROPOSES TO CONSTRUCT THE SYSTEM OTHERWISE, THE CONTRACTOR SHALL SUBMIT A SEQUENCING PLAN TO THE CITY FOR APPROVAL.

CONSTRUCT ALL DRAINAGE IMPROVEMENTS FROM THE DOWNSTREAM END TO THE UPSTREAM END TO ALLOW CONTINUED STORM DRAIN SERVICE. IF THE CONTRACTOR 2.

DRAIN OUT OF SERVICE WHEREBY RUNOFF WOULD CAUSE DAMAGE TO ADJACENT PROPERTY.

MAINTAIN THE EXISTING STORM DRAINAGE SYSTEM UNTIL THE PROPOSED SYSTEM IS IN SERVICE. IN NO CASE SHOULD THE CONTRACTOR LEAVE THE EXISTING STORM 1.

STORM DRAIN:

THE CITY ON MAINS 15-INCH DIAMETER AND LARGER.

ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY 11.

COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES WHERE TURBULENCE IS AN ISSUE.

STRUCTURES. THIS SHALL INCLUDE MANHOLES ON MAINS WITH 3% OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION STRUCTURES ON LARGE

SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER 10.

CONTRACTOR SHALL PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL.

SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, 9.

COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

REQUIRED FOR THIS PROJECT. CONCRETE COLLARS IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. INCORRECT

SPECIFICATION 33 05 13 AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF PAVEMENT AND/OR ON EASEMENTS), AS

NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER 8.

ITEM FOR LINES 15-INCH DIAMETER AND SMALLER. PAYMENT SHALL BE INCIDENTAL TO THE REPLACEMENT OF SEWER.

CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED OR REHABILITATED PER SECTION 33 03 10. NOT A SEPARATE PAY 7.

PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER LINES.

PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE PLANS CAN BE MADE IF NECESSARY. NOT A SEPARATE PAY ITEM, AS THIS WORK SHALL BE SUBSIDIARY TO THE

50. CONTACTOR SHALL NOTIFY THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS OF ANY POTENTIAL CONFLICTS

CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 6.

MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS.

CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, CITY PROJECT

SEWER MAIN/LATERAL NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL

FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY

REHABILITATED VIA TRENCHLESS METHODS, TO VERIFY LOCATIONS OF ALL SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT.

CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED OR 5.

SEWER MAINS AS A RESULT OF THE CONTRACTOR’S OPERATIONS.

PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON-SITE FOR REPAIRS. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY

OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE SAME

MAINS (16-INCH AND LARGER) AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER ENGINEERING, AND WATER FIELD

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE-CONSTRUCTION MEETING PER SECTION 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER

MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION.

CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER

THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE 4.

FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH THE DETAILS.3.

RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH OPENING CLEAN OUTS.

NEW PIPE AND/OR ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE. THE CONTRACTOR WILL BE

THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF 2.

VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS.1.

SANITARY SEWER:

AVE. FORT WORTH TX 76102.

TH

DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE LOCATED AT 1608 11

DOCUMENTS TO THE CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. CONTACT WAREHOUSE SUPERVISOR AND

CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE 22.

UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH THE PROPERTY/ROW LINE.21.

SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT.

JOINTS TO CLEAR CURB INLETS. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. MINIMUM HORIZONTAL

ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 AND DETAIL AT THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT 20.

FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY.

PER SECTION 33 11 10, 33 11 11. CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH THE RECOMMENDATIONS

ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED 19.

LINES SHALL REQUIRE A LARGER MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION.

THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE 18.

ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS DIRECTED BY THE ENGINEER (SECTION 33 12 10).17.

10.

DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12

STOPS AND IF REQUIRED 1-INCH TAPPING SADDLE AND 1-INCH X 3/4-INCH REDUCER AT THE 3/4-INCH CURB STOP AS DIRECTED BY THE ENGINEER. SHOP

ALL EXISTING 3/4-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION 16.

DEFLECTIONS AND ASSOCIATED SHOP DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE WITH SECTIONS 33 11 10, 33 11 11, 33 11 13, AND 33 11 14.

ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR FITTINGS WITH THE REQUIRED JOINT DEFLECTIONS. JOINT 15.

78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE.

CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01

CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE

(FOR EXAMPLE, PVC JOINT DEFLECTIONS NOT TO EXCEED 50% OF THE MANUFACTURER’S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS

INCH DIAMETER AND LARGER, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, CONCRETE, AND STEEL PIPE ARE

CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-14.

13, UNLESS NOTED OTHERWISE.

ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13.

12 10.

CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12.

INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40.11.

START OF CONSTRUCTION.

PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO

ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDE THE

SECTION 33 04 40, PART 1.5, SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE PROVIDED BY CONTRACTOR IN

CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH 10.

OTHERWISE IN THESE PLANS. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40.

FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN 9.

BE ACCEPTABLE ON MINOR STREETS ONLY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL 10.

PRIOR TO ANY CHANGES.

THE CONTRACTOR SHALL SUBMIT ANY PROPOSED TRAFFIC SIGNAL MODIFICATIONS TO THE TRAFFIC SIGNAL ENGINEERING SECTION FOR THEIR APPROVAL TEN (10) DAYS 9.

AND THE CITY OF FORT WORTH STANDARDS.

ANY TRAFFIC SIGNAL MODIFICATIONS SHALL BE IN COMPLIANCE WITH THE LATEST VERSION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) 8.

ANY TRAFFIC SIGNAL MODIFICATIONS DURING CONSTRUCTION ARE SUBSIDIARY TO TRAFFIC CONTROL PLAN (TCP) PAY ITEM.7.

SAFETY IN WORK ZONE AT ALL TIMES.

UNLESS OTHERWISE NOTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SIGNAL INDICATIONS AND TIMING ARE ADJUSTED AND MAINTAINED TO ENSURE 6.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNAGE NECESSARY DURING CONSTRUCTION.5.

ARRANGED SO AS TO PERMIT CONTINUOUS MOVEMENT OF TRAFFIC IN ALL DIRECTIONS AT ALL TIMES.

ALL CONSTRUCTION OPERATIONS SHALL BE CONDUCTED TO PROVIDE MINIMAL INTERFERENCE TO TRAFFIC. ALL TRAFFIC SIGNAL EQUIPMENT INSTALLATIONS SHALL BE 4.

ROADWAY AT A TIME.

ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES. CONTRACTOR SHALL ARRANGE CONSTRUCTION SO AS TO CLOSE ONLY ONE LANE OF A 3.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AND MOTORISTS IN THE AREA OF THE TRAFFIC SIGNAL CONSTRUCTION SITE.2.

CONTACT CHUCK MCLURE (817-392-7219).

THE CONTRACTOR SHALL SUBMIT A WORK SCHEDULE, TRAFFIC CONTROL PLAN, AND ACQUIRE A STREET-USE PERMIT FROM TPW DEPARTMENT, AT 200 TEXAS STREET. 1.

TRAFFIC CONTROL:

EXISTING STOP SIGNS AND POSTS WILL BE REMOVED BY THE CONTRACTOR UPON, OR BEFORE, THE SIGNAL TURN-ON.2.

FABRICATION AND INSTALLATION.

SIGNS. THE CONTRACTOR SHALL PROVIDE A DETAIL SHEET FOR THE METRO STREET NAME SIGNS WITH BLOCK NUMBERS TO THE CITY FOR APPROVAL PRIOR TO

ALL TRAFFIC SIGNS AND MOUNTING HARDWARE SHOWN ON THE PLANS WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR INCLUDING THE METRO STREET NAME 1.

TRAFFIC SIGNS AND PAVEMENT MARKINGS:

DIVISION 31 - EARTHWORK

TAKE APPROPRIATE MEASURES TO PRESERVE WILDLIFE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES.11.

CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION.10.

NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.

CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL

BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE 9.

RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED.

EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS

CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY

CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION 8.

ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR.

PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.

SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT

SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL 7.

CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS AND EGRESS TO THE SITE.

CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 6.

"NON-NATIVE SEEDING", RESPECTIVELY.

ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. SODDING OR SEEDING SHALL BE PER SECTIONS 32 92 13 "SODDING" OR 32 92 14 5.

CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND VEGETATION. 4.

ACHIEVED.

SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS

PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES

FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER

THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT 3.

THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES.

THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGE WAYS, AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY

CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT

EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS, OR BORROW DITCHES AT RISK OF CONTRACTOR. 2.

MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST.

THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT 1.

DIVISION 32 - EXTERIOR IMPROVEMENTS

CONTRACTOR SHALL PROVIDE COMPACTED SUBGRADE AS NEEDED TO REPAIR DAMAGED DRIVES, STREETS, WALKS, AND PATIOS.8.

CUTTING SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM BEING INSTALLED.

CONTRACTOR SHALL SAW CUT EXISTING CURB AND GUTTER, PAVEMENT, DRIVEWAYS, SIDEWALKS AT AREAS WHERE PAVEMENT OR CONCRETE IS TO BE REMOVED. SAW 7.

ALL DRIVEWAYS, SHALL HAVE AT LEAST A TEMPORARY RIDING SURFACE AT THE END OF EACH DAY. THE TEMPORARY SURFACE WILL BE CONSIDERED A NON-PAY ITEM. 6.

PAY ITEM, BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE.

THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADE SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE

THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR

CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF 5.

COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5% (20:1) IN ANY DIRECTION.4.

IN ANY DIRECTION.

END OF RAMP. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARES. THE LANDING SHALL HAVE A MAXIMUM SLOPE OF 2%

LANDINGS SHALL BE PROVIDED AT THE TOP OR BOTTOM OF CURB RAMPS, AS SHOWN ON DRAWINGS. THE LANDING CLEAR LENGTH SHALL BE 5 FEET MINIMUM FROM THE 3.

THE SIDEWALK AND CURB RAMP LAYOUT DUE TO FIELD CONDITIONS, BUT ANY PROPOSED CHANGES MUST BE APPROVED…