7495 - PLANS - Denton Street RehabW HICKORY ST
ANGELINA BEND DR
ARCHER TRAIL
AVENUE A GREENLEE ST
AVENUE A FOXCROFT CIRCLEEMERSON LANE
SAN GABRIEL DR
AVENUE B
MARGIE ST
UNDERWOOD STAVENUE DW HIGHLAND ST
MAPLE ST
AVENUE H
LOUISE ST
W PRAIRIE ST
BROWN DRROBERTS ST
WOODLAND ST
CRESCENT STFULTON STALICE STDENTON ST
COIT STCARROLL BLVD N
S WELCH ST BEATTY STFANNIN ST
OLD NORTH RD EMERSON LN
W OAK ST
GREGG ST
GRACE TEMPLE AVE
W CONGRESS ST
PANHANDLE ST
BROADWAY ST
CORDELL ST
N CEDAR ST
N ELM ST
N LOCUST STHILLCREST STPANHANDLE ST
SCRIPTURE ST
EMERSON LN
LOCKSLEY LN
JAMESTOWN LN
MAID MARION PL
MACK PLACELEE DR
PAISLEY ST
DOUBLE OAK ST
MAY ST
HENDERSON DRPINCKNEY DRAUTUMN OAK DR
EAGLE DR W
FANNIN STMCCORMICK ST
NORTHWOOD TERRACE
GREENWOOD DR
CHERRYWOOD LN
ORR ST
N ELM ST
N LOCUST ST
AILEEN ST GOBER ST MALONE STPONDER AVELINDEN DR
QUAIL RIDGE DRCOOPER BRANCH DR
LA PALMA DR
BROWN DR
SAVANNAH TRAIL
LONGRIDGE DR
WHITNEY CT
SANDY CREEK DRSANDY CREEK DR
W SYCAMORE STS WELCH STBERNARD ST
CARROLL BOULEVARD
WAYNE STE BOYD ST SNYDER ST MOZINGO STFULTON ST
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
SCALE:HALFF_CLR_PENTABLE.TBL1:2PENTABLE:PDF_2D_CLR_HW_CR_300.pltPLOT DRIVER:I:\38000s\38491\001\CADD\SheetsFTW\C000-COV-38491.dgnC000-COV-38491.dgn 10/9/2020 8:21:57 AM ah2778 HALFF
LEIGH HOLLIS, P.E.
PROJECT MANAGER:
TBPELS ENGINEERING FIRM #312
AVO 38491
SHEET 1 OF 59
CITY OF DENTON, TEXAS
CONSTRUCTION PLANS FOR
DENTON STREET REHABILITATIONDENTON STREET REHABILITATION
N
OCTOBER 2020
NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT
10/9/2020
38
33
44-45
34
39
47
35-36
42-43
32
41
40
46
13-17
1
26-27
2
30-31
28
29
7
18
19
37
25
6
5
4 12
3
23-24
20-22
8-11
PROJECT LOCATIONS
1 ANGELINA BEND DRIVE (FROM SAN GABRIEL DR TO SAN GABRIEL DR)
2 ARCHER TRAIL (FROM FOXCROFT CIR TO EMERSON LN)
3 AVENUE A (FROM AVENUE A TO GREENLEE ST)
4 AVENUE B (FROM MARGIE ST TO UNDERWOOD ST)
5 AVENUE D (FROM W HIGHLAND ST TO MAPLE ST)
6 AVENUE H (FROM LOUISE ST TO W PRAIRIE ST)
7 BROWN DRIVE (FROM ROBERTS ST TO WOODLAND ST)
8 CRESCENT STREET (FROM FULTON ST TO ALICE ST)
9 CRESCENT STREET (FROM ALICE ST TO DENTON ST)
10 CRESCENT STREET (FROM DENTON ST TO COIT ST)
11 CRESCENT STREET (FROM COIT ST TO CARROLL BLVD N)
12 FANNIN STREET (FROM WELCH ST S TO BEATTY ST)
13 FOXCROFT CIRCLE (FROM EMERSON LN TO ARCHER TR)
14 FOXCROFT CIRCLE (FROM ARCHER TR TO PUBLIC ALLEY A651)
15 FOXCROFT CIRCLE (FROM PUBLIC ALLEY A651 TO NORTHCREST RD)
16 FOXCROFT CIRCLE (FROM NORTHCREST RD TO OLD NORTH RD)
17 FOXCROFT CIRCLE (FROM OLD NORTH RD TO EMERSON LN)
18 FULTON STREET (FROM CORDELL ST TO CRESCENT LN)
19 FULTON STREET (FROM BROADWAY ST TO PANHANDLE ST)
20 FULTON STREET (FROM W CONGRESS ST TO GRACE TEMPLE AVE)
21 FULTON STREET (FROM GRACE TEMPLE AVE TO GREGG ST)
22 FULTON STREET (FROM GREGG ST TO W OAK ST)
23 W. HICKORY STREET (FROM N CEDAR ST TO N ELM ST)
24 W. HICKORY STREET (FROM N ELM ST TO N LOCUST ST)
25 HILLCREST STREET (FROM PANHANDLE ST TO SCRIPTURE ST)
26 LOCKSLEY LANE (FROM EMERSON LN TO JAMESTOWN LN)
27 LOCKSLEY LANE (FROM JAMESTOWN LN TO MAID MARION PL)
28 MACK PLACE (FROM LEE DR TO PAISLEY ST)
29 MACK DRIVE (FROM PAISLEY ST TO DOUBLE OAK ST)
30 MAY STREET (FROM HENDERSON DR TO PINCKNEY DR)
31 MAY STREET (FROM PINCKNEY DR TO AUTUMN OAK DR)
32 McCORMICK STREET (FROM EAGLE DR W TO FANNIN ST)
33 NORTHWOOD TERRACE (FROM GREENWOOD DR TO CHERRYWOOD LN)
34 ORR STREET (FROM N ELM ST TO N LOCUST ST)
35 PANHANDLE STREET (FROM AILEEN ST TO GOBER ST)
36 PANHANDLE STREET (FROM GOBER ST TO MALONE ST)
37 PONDER AVENUE (FROM LINDEN DR TO BROADWAY ST)
38 QUAIL RIDGE DRIVE (FROM COOPER BRANCH E TO LA PALMA DR)
39 ROBERTS STREET (FROM BROWN DR TO BROWN DR)
40 SAVANNAH TRAIL (FROM LONGRIDGE DR TO WHITNEY CT)
41 SANDY CREEK DRIVE (FROM ANGELINA BEND DR TO SANDY CREEK DR)
42 W SYCAMORE STREET (FROM S WELCH ST TO BERNARD ST)
43 W SYCAMORE STREET (FROM BERNARD ST TO CARROLL BLVD)
44 WAYNE STREET (FROM E BOYD ST TO SNYDER ST)
45 WAYNE STREET (FROM SNYDER ST TO MOZINGO ST)
46 WHITNEY COURT (FROM EAST TO SAVANNAH TR)
47 WOODLAND STREET (FROM BROWN DR TO CERRYWOOD LN)
COUNCIL MEMBER........................................PAUL MELTZER
COUNCIL MEMBER.......................................DEB ARMINTOR
COUNCIL MEMBER...............................................JOHN RYAN
COUNCIL MEMBER...........................................JESSE DAVIS
COUNCIL MEMBER...................................KEELY G. BRIGGS
MAYOR PRO TEM.................................GERARD HUDSPETH
MAYOR..............................................................CHRIS WATTS
DUSTIN DRAPERPROJECT MANAGER
_________________________________________________
CITY ENGINEER REBECCA DIVINEY, P.E.
_________________________________________________
SHEET 2
SHEET INDEX
DATE: OCTOBER 2020
SHEET INDEX
SHEET NO.DESCRIPTION
1 COVER
2 INDEX
3 GENERAL NOTES
4 TYPICAL SECTION
5 ANGELINA BEND DRIVE (SHEET 1 OF 2)
6 ANGELINA BEND DRIVE (SHEET 2 OF 2)
7 ARCHER TRAIL
8 AVENUE A
9 AVENUE B
10 AVENUE D
11 AVENUE H
12 BROWN DRIVE
13 CRESCENT STREET (SHEET 1 OF 2)
14 CRESCENT STREET (SHEET 2 OF 2)
15 FANNIN STREET
16 FOXCROFT CIRCLE (SHEET 1 OF 5)
17 FOXCROFT CIRCLE (SHEET 2 OF 5)
18 FOXCROFT CIRCLE (SHEET 3 OF 5)
19 FOXCROFT CIRCLE (SHEET 4 OF 5)
20 FOXCROFT CIRCLE (SHEET 5 OF 5)
21 FULTON STREET (SHEET 1 OF 3)
22 FULTON STREET (SHEET 2 OF 3)
23 FULTON STREET (SHEET 3 OF 3)
24 W. HICKORY STREET
25 HILLCREST STREET (SHEET 1 OF 2)
26 HILLCREST STREET (SHEET 2 OF 2)
27 LOCKSLEY LANE
28 MACK PLACE
29 MACK DRIVE
30 MAY STREET
31 McCORMICK STREET
32 NORTHWOOD TERRACE (SHEET 1 OF 2)
33 NORTHWOOD TERRACE (SHEET 2 OF 2)
34 ORR STREET
35 PANHANDLE STREET (SHEET 1 OF 2)
36 PANHANDLE STREET (SHEET 2 OF 2)
37 PONDER AVENUE
38 QUAIL RIDGE DRIVE (SHEET 1 OF 2)
39 QUAIL RIDGE DRIVE (SHEET 2 OF 2)
40 ROBERTS STREET
41 SAVANNAH TRAIL/WHITNEY COURT
42 SANDY CREEK DRIVE
43 W SYCAMORE STREET (SHEET 1 OF 3)
44 W SYCAMORE STREET (SHEET 2 OF 3)
45 W SYCAMORE STREET (SHEET 3 OF 3)
46 WAYNE STREET
47 WOODLAND STREET
48 PAVEMENT CONNECTION DETAILS
49 TRAFFIC CONTROL DETAILS
50 PAVEMENT MARKING DETAILS (SHEET 1 OF 2)
51 PAVEMENT MARKING DETAILS (SHEET 2 OF 2)
52 EROSION CONTROL DETAILS
53 DRIVEWAY DETAILS
54 CITY OF DENTON WATER DETAILS
55 CITY OF DENTON WASTEWATER DETAILS
56 CITY OF DENTON CONCRETE PAVEMENT DETAILS
57 CITY OF DENTON ASPHALT PAVEMENT DETAILS
58 CITY OF DENTON PAVEMENT DETAILS
59 CITY OF DENTON DRIVE APPROACH DETAILSHALFFI:\38000s\38491\001\CADD\SheetsFTW\C001-IND-38491.dgn8:21:58 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
DATE: OCTOBER 2020 SHEET 3
GENERAL NOTES
NOTESGENERAL
2017). (NOVEMBERSTANDARDS
CONSTRUCTION WORKS PUBLIC (NCTCOG) GOVERNMENTS OF COUNCILTEXAS
CENTRAL NORTH THE AND STANDARDS OSHA TEXAS, OF STATE THE OF LAWSTHE
DENTON, OF CITY THE OF DETAILS CONSTRUCTION STANDARD ANDSPECIFICATIONS
TECHNICAL PLANS, THE WITH ACCORDANCE IN PERFORMED BE SHALL WORKALL1.
UTILITIES.UNDERGROUND
ALL AND ANY PRESERVE AND LOCATE EXACTLY TO FAILURECONTRACTOR'S
THE TO DUE OCCUR MIGHT WHICH DAMAGE ALL AND ANY FORRESPONSIBLE
FULLY BE TO AGREE AND WORK COMMENCING BEFORE UTILITIES EXISTINGALL
OF LOCATION EXACT THE DETERMINE SHALL CONTRACTOR THEREPRESENTATIVES.
ITS OR CITY THE BY VERIFIED INDEPENDENTLY BEEN NOT HAVE AND PLANSEXISTING
ON BASED SHOWN ARE UTILITIES UNDERGROUND EXISTING OF LOCATIONSTHE2.
EXCAVATION. ANY TO PRIOR UTILITIESUNDERGROUND
ALL OF LOCATION FIELD FOR CONSTRUCTION TO PRIOR HOURS 48 LEASTAT
COMPANIES UTILITY ALL CONTACTING FOR RESPONSIBLE BE SHALL CONTRACTORTHE3.
800-245-4545TEXAS ONE CALL a)
940-497-7510ONCOR ELECTRIC b)
940-349-7000CITY OF DENTON WATER UTILITIES DEPT. c)
940-349-3250DENTON COUNTY d)
940-349-7168DENTON MUNICIPAL ELECTRIC e)
940-380-7463ATMOS f)
940-231-3606FRONTIER g)
214-467-5492AT&T h)
940-369-0576DENTON ISD i)
940-321-7800 EX.7581COSERV ELECTRIC j)
940-270-7734COSERV GAS k)
888-519-9188CHARTER l)
940-321-1945CENTURYLINK m)
CONSTRUCTION.
DURING UTILITIES EXISTING OF SUPPORT TEMPORARY THE FOR ITEM PAYSEPARATE
A BE NOT SHALL THERE CONSTRUCTION. DURING UTILITIES EXISTINGSUPPORTING
AND PROTECTING FOR RESPONSIBLE BE SHALL CONTRACTOR THEPOLES.
THEIR OF VICINITY THE IN CONSTRUCTION ANY OF START THE TO PRIORHOURS
48 COMPANY ELECTRIC CONTACT CONSTRUCTION. DURING POLES THE OFSTABILITY
MAINTAIN TO REQUIRED AS POLES UTILITY ALL BRACE SHALL CONTRACTORTHE
ITEM. PAY SEPARATE NO CONSTRUCTION. TO PRIOR APPROVALSAND
PERMITS NECESSARY ALL OBTAINING FOR RESPONSIBLE BE SHALL CONTRACTORTHE4.
PRACTICAL. EXTENT GREATEST THE TO VIEW PUBLICFROM
OBSCURED BE SHALL UNIT(s) THE SITE. THE AT PERSONNEL ALL BY FACILITIESTHE
OF USE THE ENFORCE SHALL CONTRACTOR THE CONSTRUCTION. OF PHASESACTIVE
ALL DURING SITE THE ON REMAIN SHALL UNIT(s) THE REQUIRED. IS TOILETONE
OF MINIMUM A LOCATION, EACH AT SITE JOB THE ON WORKMEN 20 EVERY FORTOILET
PORTABLE TREATED CHEMICALLY ONE LEAST AT PROVIDE SHALL CONTRACTORTHE5.
RESIDENTS. TO DELIVERY TO PRIORENGINEER
CITY THE BY APPROVED AND REVIEWED BE TO LETTERS NOTIFICATIONPROJECT.
THE DURING GREATER, IS WHICHEVER STREETS, (3) THREE THAN MORE NO TOLIMITED
BE SHALL RESTORATION, CLEANUP/SITE FINAL INCLUDING ACTIVITY,CONSTRUCTION
ACCESS. OR SERVICE ANY OF INTERRUPTION THE TO PRIOR HOURS 24AND
MOVE-IN TO PRIOR DAYS WORKING 7 RESIDENTS THE NOTIFY SHALL CONTRACTORTHE6.
AMOUNT. OF REGARDLESS SEPARATELY PAID BE NOTWILL
AND ITEMS PROJECT TO SUBSIDIARY BE SHALL SODDING BLOCK FOR COSTALLOWED.
BE NOT WILL HYDRO-SEEDING AS LAWN EXISTING THE MATCH TO SODDINGBLOCK
AUGUSTINE ST. OR BERMUDA WITH REPLACED BE SHALL DAMAGED GRASS ANYCITY.
THE TO COST ADDITIONAL NO AT AND OF SATISFACTION THE TO REPLACED BESHALL
ACTIVITIES CONSTRUCTION BY CAUSED PLANS, THE ON NOTED THOSE OFEXCLUSIVE
SAME, THE TO DAMAGES ANY PLANS. THE ON NOTED THOSE OF EXCLUSIVEPLANS.
THE ON NOTED OTHERWISE UNLESS LAWNS AND SPRINKLERS PLANTS,LANDSCAPING
BUSHES, TREES, HEADWALLS, DRIVEWAYS, ALL PROTECT SHALL CONTRACTORTHE7.
RESPONSIBILITY. CONTRACTORS THE ISTHIS
ACHIEVE TO COORDINATION CONSTRUCTION. DURING MAINTAINED BE SHALLSERVICE
MAIL CONTINUOUS CITY. THE TO COST ADDITIONAL NO AT AND OFSATISFACTION
THE TO REPLACED BE SHALL ACTIVITIES CONSTRUCTION BY CAUSEDDRAWINGS)
THE ON NOTED THOSE OF (EXCLUSIVE SAME THE TO DAMAGES ANYCONSTRUCTION.
DURING MAILBOXES AND FENCES EXISTING ALL PROTECT SHALL CONTRACTORTHE8.
CONDITION. UNSATISFACTORY THE CORRECT TO DEVICES CONTROL TRAFFICAND-OR
OPERATIONS THEIR CHANGE IMMEDIATELY SHALL CONTRACTOR THE VEHICLES,AND
PEDESTRIANS OF MOVEMENT COMFORTABLE AND SAFE THE FOR PROVIDE NOTDOES
CONTROL TRAFFIC HANDLING FOR OPERATION OF PLAN PROPOSEDCONTRACTOR'S
THE PROJECT THE DURING TIME ANY AT IF EDITION. LATESTDEVICES,
CONTROL TRAFFIC UNIFORM ON MANUAL TEXAS THE TO CONFORM SHALLPROJECT
THIS FOR INSTALLED DEVICES CONTROL TRAFFIC VEHICULAR ANDPEDESTRIAN
ALL HOURS. NON-WORKING AND WORKING DURING CONDITIONS RELATEDCONSTRUCTION
FROM RESULTING HAZARDS ANY FROM PUBLIC THE SAFEGUARD TO ADEQUATEETC.,
PERSONS, FLAG LIGHTING, DEVICES, FLASHING FLARES, SIGNS, WARNINGBARRICADES,
NECESSARY ALL PROVIDE SHALL CONTRACTOR THE PROJECT. THE OFDURATION
THE THROUGHOUT SAFETY PUBLIC FOR RESPONSIBLE BE SHALL CONTRACTORTHE9.
OWNER. THE TO COST ADDITIONAL NO ATRELOCATED
BE SHALL IMPROVEMENTS AND ACTIVITY CONSTRUCTION WITHCONFLICTING
SIGNS ALL TIMES. ALL AT PLACE IN BE MUST SIGNS REGULATORY ANDWARNING
THE DAY. SAME THE ON MOUNTS TEMPORARY ON ERECTED AND REMOVEDARE
THEY AS LONG AS SIGNS TEMPORARY THE FOR USED BE MAY SUPPORTSTEMPORARY
ON FACES SIGN EXISTING THE CONSTRUCTION. THE WITH INTERFERES WHICHSIGNING
EXISTING THE FOR CONSTRUCTION DURING REQUIRED BE WILL SIGNSTEMPORARY10.
ITEM.PAY
SEPARATE NO TIMES. ALL AT DEBRIS CONSTRUCTION AND MUD OF FREEPROJECT
THE TO ADJACENT STREETS KEEPING FOR RESPONSIBLE BE SHALL CONTRACTORTHE11.
ITEMS. PAY ALL TO SUBSIDIARYCONSIDERED
BE SHALL SCHEDULE BID THE IN LISTED NOT WORK OTHER ALL PRICE. UNIT THEIRAT
FOR PAID AND MEASURED BE WILL SCHEDULE BID THE IN LISTED ITEMS THOSEONLY12.
ITEMS. PAY ALL TOSUBSIDIARY
CONSIDERED BE SHALL MATERIALS WASTE OF DISPOSAL AND EXCAVATIONALL13.
PLACEMENT. TO PRIORAGREEMENT
THE OF COPY A WITH CITY THE PROVIDED SHALL CONTRACTOR THE PROPERTY.SAID
OF OWNER THE FROM AGREEMENT WRITTEN PRIOR A WITHOUT PROPERTYPRIVATE
ANY ON MATERIAL WASTE OR FILL ANY PLACE NOT SHALL CONTRACTORTHE14.
PAVEMENT. PROPOSED THE OF GRADE FINISHED TO LIDSMANHOLE
AND CLEANOUTS, BOXES, AND STACKS VALVE ALL ADJUST SHALL CONTRACTORTHE15.
PROJECT. THE TO SUBSIDIARY IS ACCESS MAINTAIN TONECESSARY
GRAVEL AND/OR ASPHALT TEMPORARY ANY NEEDED. AS RESIDENCESALL
TO PROVIDED BE SHALL ACCESS TEMPORARY TIMES. ALL AT VEHICLESEMERGENCY
TO ACCESSIBLE KEPT BE SHALL CONTRACT THE OF SCOPE THE WITHIN STREETSALL16.
COST. ADDITIONAL NO AT GREATER,IS
WHICHEVER LIMIT, WAY OF RIGHT OR RETURN CURB THE TO UP APPROACHDRIVEWAY
ENTIRE THE REPLACE SHALL CONTRACTOR THE DRIVEWAYS EXISTING TOSUSTAINED
IS DAMAGE ANY IF TIMES. ALL AT DRIVEWAYS ALL TO ACCESS MAINTAINSHALL
CONTRACTOR THE CITY. THE TO COST ADDITIONAL NO AT AND OFSATISFACTION
THE TO REPLACED BE SHALL ACTIVITIES CONSTRUCTION BY CAUSEDDRAWINGS)
THE ON NOTED THOSE OF (EXCLUSION SAME THE TO DAMAGES ANY DRAWINGS.THE
ON NOTED OTHERWISE UNLESS DRIVEWAYS ALL PROTECT SHALL CONTRACTORTHE17.
ITEM. PAY SEPARATE NO NECESSARY. AS DRIVEWAYS ANDGUTTER
AND CURB PAVEMENT, ALL DEPTH FULL SAW-CUT NEATLY SHALL CONTRACTORTHE18.
9/2014. REVISED PROTECTION,INLET
3.4 SECTION MANUAL TECHNICAL iSWM PER PROTECTION INLET INCORPORATESHALL
ACTIVITIES CONSTRUCTION FROM DOWNSTREAM LOCATED INLETS AREAEXISTING
CONTROL. SEDIMENT AND EROSION CONCERNING REGULATIONS NPDES TCEQAND
EPA MEET SHALL CONTRACTOR THE CONSTRUCTION. DURING EROSION SOILAVOIDING
AND CONTROLLING ADEQUATELY FOR MEANS PROVIDE SHALL CONTRACTORTHE19.
WEDNESDAY. ON NOON 12:00 TO PRIOR ENGINEER CITY THE TO MADE BE SHALLWORK
SATURDAY FOR REQUEST CITY. THE FROM PERMISSION PRIOR HAVE MUSTSATURDAY
ON PERFORMED WORK PM. 6 TO AM 7 MONDAY-FRIDAY, BE WILL HOURSWORK20.
ITEM. PAY SEPARATE NO HMAC. PROPOSED THE OF REPLACEMENT AFTERMARKERS
LOCATION HYDRANT FIRE REFLECTIVE BLUE NEW INSTALL SHALL CONTRACTORTHE21.
TRANSPORTATION. OF DEPARTMENT TEXASEDITION),
(LATEST DEVICES CONTROL TRAFFIC UNIFORM ON MANUAL TEXAS THE INSHOWN
INSTALLATION THE TO CONFORM MUST PEDESTRIANS, AND TRAFFIC OFPROTECTION
AND GUIDANCE FOR ETC., AND DEVICES, LIGHT SIGNS, WARNINGBARRICADES,
ALL ONLY. STREETS MINOR ON ACCEPTABLE BE WILL SAFEGUARDS ADEQUATEWITH
PROGRESS IN OPERATIONS CONSTRUCTION AROUND TRAVEL LANE ONE TIMES. ALLAT
MAINTAINED BE MUST TRAFFIC TWO-WAY MEETING. PRE-CONSTRUCTION THE TOPRIOR
APPROVAL FOR DEPARTMENT WORKS PUBLIC CITY THE TO SUBMITTED ANDAREAS,
WORKING ALL FOR BE SHALL PLAN CONTROL TRAFFIC THE GUIDELINES. MUTCDWITH
COMPLIANT IS THAT PLAN CONTROL TRAFFIC A FURNISH SHALL CONTRACTORTHE22.
ENGINEER. CITY THEBY
APPROVAL TO SUBJECT QUALITY, PROFESSIONAL BE SHALL VIDEO THEPROPERTY.
EACH OF ADDRESS AND DATE THE TO REFERENCES CONTAIN SHALL VIDEOTHE
WORK. BEGINNING TO PRIOR ENGINEER THE TO (DVD) VIDEO CONSTRUCTION ASUBMIT
AND SITES CONSTRUCTION ALL VIDEO TO REQUIRED BE SHALL CONTRACTORTHE23.
ENGINEER. CITY THE BY APPROVED LOCATIONS AT PLACED THEM HAVE ANDSTREET
PER SIGNS PROJECT (2) TWO CONSTRUCT TO REQUIRED BE WILLCONTRACTOR
ENGINEER. CITY BY APPROVED BE TO DESIGN SIGN SPECIFICATIONS AND PLANSTHE
IN PROVIDED DETAILS WITH ACCORDANCE IN FABRICATED BE SHALL SIGNSSANDBAGS.
OF NUMBER APPROPRIATE THE WITH DOWN WEIGHTED BE SHALL SKIDS ONSIGNS24.
INSPECTOR PROJECT DENTON OF CITY THE BYAPPROVED
AND CONTRACTOR BY PAYMENT FOR MEASURED FIELD BE SHALL QUANTITIESALL25.
PROJECT. OTHER ANY FOR USED BE CANNOT METER THE PROJECT.THIS
IN REMAIN MUST METER THE OUT. CHECKED IS METER THE TIME THE ATCONTRACTOR
THE TO PROVIDED BE WILL INSTRUCTIONS AND REQUIRED BE WILL DEPOSIT AMETER.
HYDRANT FIRE A OBTAIN TO DENTON OF CITY THE CONTACT MUST CONTRACTORTHE26.
DENTON. OF CITY THE TO ACCESSIBLE BE MUST AND SITE ON DECISIONSRELATED
PROJECT MAKE TO AUTHORITY THE HAVE MUST SUPERVISOR THE TIMES. ALLAT
LOCATION PROJECT THE AT REQUIRED IS SUPERINTENDENT FIELD A BYSUPERVISION27.
REPLACEMENT.
FOR PAID BE NOT SHALL VERIFICATION WITHOUT REMOVED ITEMS ANYREMOVAL.
TO PRIOR INSPECTOR PROJECT WITH VERIFIED BE MUST REMOVED BE TOITEMS28.
COST. OWNHIS
AT MATERIAL REMOVE SHALL HE AND FILL SUCH FROM RESULTING DAMAGE ALLFOR
RESPONSIBLE BE WILL HE PERMISSION, WITHOUT AREAS THE IN MATERIALEXCESS
PLACES CONTRACTOR THE IF ADMINISTRATOR. PLAIN FLOOD CITY'S THE ANDOWNER
PROPERTY AFFECTED THE FROM PERMISSION WRITTEN WITHOUT WAYSDRAINAGE
NATURAL ALONG AREAS LOW IN DEPOSITED BE SHALL MATERIALEXCAVATED
EXCESS NO SO. STATING LETTER A PROVIDE SHALL CONTRACTOR THELIMITS,
CITY THE WITHIN NOT IS LOCATION THE IF LIMITS. CITY THE WITHIN IFADMINISTRATOR
PLAIN FLOOD CITY'S THE TO ACCEPTABLE AN AT DISPOSEDPROPERLY
BE SHALL ETC. TRASH, DIRT, INCLUDING EXCAVATION FROM MATERIALSSURPLUS
ITEM. PAY SEPARATE A NOT AND INCIDENTAL BE SHALL THIS MATERIAL.SURPLUS
ALL AREA PROJECT THE FROM REMOVE IMMEDIATELY SHALL CONTRACTORTHE29.
CONSTRUCTION. OF START THETO
PRIOR CITY THE BY APPROVED BE SHALL LABORATORY THE LABORATORY.TESTING
MATERIALS A OF SERVICES THE PROVIDING FOR RESPONSIBLE ISCONTRACTOR30.
INSPECTOR. CITY WITH VERIFIED AND FIELD IN ESTABLISHEDBE
TO GRADES ALL ONLY. REFERENCE FOR ARE PLANS ON SHOWN ANY, IFELEVATIONS,31.
HOME. THEIR OF FRONT IN CURED AND COMPLETED IS PAVINGWHILE
DRIVEWAY NEIGHBOR'S UNAFFECTED USE OR ZONE CONSTRUCTION THEOUTSIDE
PARK TO NEED WILL NEIGHBORS EFFECTED PROCESS. PAVING THE DURINGNEIGHBORS
WITH ISSUES ACCESS DRIVE COORDINATE TO REQUIRED BE WILL CONTRACTORPAVING32.
REPAIRS.THESE
MAKE TO PROJECT THE OF END THE UNTIL WAIT NOT SHALL CONTRACTORTHE
DAYS. THREE WITHIN IRRIGATION TO DAMAGE ANY REPAIR MUST CONTRACTORTHE33.
CONSTRUCTION. UNDER SILMUTANEOUSLY STREETS (3)THREE
THAN MORE HAVE NOT SHALL CONTRACTOR COMPLETE. IS RESTORATIONSTREET
AND CLEANING UNTIL DOWN SHUT BEING OF RISK AT IS ACTIVITYCONSTRUCTION
ALL MET NOT IS THIS IF CONSTRUCTION. FINISHING OF DAYS (14) FOURTEENWITHIN
CONDITIONS PRE-CONSTRUCTION TO RETURNED STREET HAVE SHALL ANDACTIVITY
UP CLEAN STREET COMPLETING FOR RESPONSIBLE BE SHALL CONTRACTORTHE34.
PREPARATION. SITE GENERAL TO SUBSIDIARY BE SHALL AREA STAGINGFOR
NECESSARY INCIDENTALS OTHER AND EQUIPMENT MATERIAL, LABOR, ALLENGINEER,
THE OF SATISFACTION THE TO AND COVERAGE 85% UNTIL SOD REPLACEDESTABLISH
TO WATERING STORED. BE SHALL KIND ANY OF STOCKPILES OR DIRT FILL NOONLY.
STORAGE EQUIPMENT AND TRAILERS CONSTRUCTION FOR USED BE TO AREAREAS
STAGING ENTRANCE/EXIT. CONSTRUCTION AND FENCE PERIMETER A HAVESHALL
AREA STAGING EACH SUNDAY. OR SATURDAY A ON CASE NO IN AND WEEK ONETHAN
MORE FOR STREET ANY ON LEFT BE SHALL VEHICLES OR EQUIPMENTCONSTRUCTION
NO TIME. ANY AT UTILIZED BE SHALL AREAS STAGING (3) THREETHAN
MORE NO CITY. THE OF DISCRETION THE AT PROXIMITY CLOSE IN STREETSMULTIPLE
FOR UTILIZED BE MAY AREAS STAGING LOCATION. PROJECT EACH OFCOMPLETION
OF WEEKS TWO WITHIN CONDITIONS PRE-PROJECT TO RETURNED LAND WITHREMOVED
BE SHALL AREAS STAGING PREPARATION. SITE GENERAL TO SUBSIDIARYSTREET
EACH OF COMPLETION UPON SODDED AND RE-GRADED BE SHALL AREASDISTURBED
ALL CITY. THE WITH AREA STAGING FOR LOCATIONS COORDINATE SHALLCONTRACTOR35.
ADJUSTMENT.
MANHOLE OF COST UNIT THE TO SUBSIDIARY BE SHALL WORK THISDETAILS.
STANDARD DENTON OF CITY AND REQUIREMENTS, TCEQ CURRENT MEET TOREQUIRED
AS RINGS GRADE NEW AND COVER, AND LID CONE, WORKS IRON JORDANEAST
32" NEW A INCLUDE SHALL ADJUSTMENT FOR PLANS ON DESIGNATED MANHOLESALL36.HALFFI:\38000s\38491\001\CADD\SheetsFTW\C002-GEN-38491.dgn8:21:59 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
TABLE: Typical Section Depths by Street Type
Streets Street Type
(inches)
(Type D)
Surface
Asphalt
B) (inches)
Base (Type
Asphalt
(inches)
Curb
B) under
Base (Type
Asphalt
(inches)
Base
Flex
Whitney Ct., Woodland St.,
W. Sycamore St., Wayne St.,
Sandy Creek Dr., Savannah Tr.,
Ave., Quail Ridge Dr., Roberts St.,
Northwood Ter., Orr St., Ponder
Mack Pl., May St., McCormick St.,
Cir., Hillcrest St., Locksley Ln.,
Brown Dr., Fannin St., Foxcroft
Avenue A, Avenue B, Avenue H,
Angelina Bend Dr., Archer Tr.,
Residential 2 4 2 12
St.
Hickory St., Mack Dr., Panhandle
Avenue D, Crescent St., W.
Collector
Residential 3 3 3 12
Fulton St.Arterial
Secondary 3 3 6 12
TYPICAL SECTIONS
SHEET 4DATE: OCTOBER 2020
VARIES VARIES
1'
6" TYP.
CL
VARIES (24'-40')R.O.W.R.O.W.CURB AND GUTTER
MONOLITHIC CONCRETE
2'2'
VARIES (50' TO 65')
SUBSIDIARY TO THE PROJECT.
ACCORDANCE WITH THE GEOTECHNICAL REPORT. COST FOR PROOFROLLING SHALL BE
PUMPING AREAS SHALL BE UNDERCUT TO A FIRM SUBGRADE AND PROPERLY BACKFILLED IN
2. SUBGRADE SHALL BE PROOFROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR
SHALL BE SUBSIDIARY TO THE UNIT COST OF SERVICE LINE.
SUBSIDIARY TO THE PROJECT. SODDING REQUIRED FOR UTILITY SERVICE TRENCH STABILIZATION
1. CONTRACTOR SHALL SOD ANY AREA DISTURBED OUTSIDE PAVING LIMITS AT A COST
NOTES:
SEE TABLE FOR DEPTH
BENEATH CURB
ASPHALT BASE (TYPE B)
SEE TABLE FOR DEPTH
CURBS
(TYPE B) BETWEEN
ASPHALT BASE
6" PARABOLIC CROWN
SEE TABLE FOR DEPTH
(TYPE D)
ASPHALT SURFACE
BASE SUBGRADE
CRUSHED STONE FLEXIBLE
12" TYPE A, GRADE 1 OR 2
NOT TO SCALEHALFF
I:\38000s\38491\001\CADD\SheetsFTW\C003-TYP-38491.dgn8:21:59 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C701-PAVE-38491.dgn8:22:04 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"ANGELINA BEND DRIVEANGELINA BEND DRIVESAN GABRIEL DRANGELINA BEND DRIVEANGELINA BEND DRIVE
TOWNSHIP 2 PH 1 BLK D LOT 5
PAVUR, GREGORY
TOWNSHIP 2 PH 1 BLK D LOT 4
CAGLE, ZELLA H
WRIGHT, CHRISTOPHER & CRYSTAL
TOWNSHIP 2 PH 1 BLK D LOT 3
MAXWELL, G CALVIN, JR
TOWNSHIP 2 PH 1 BLK D LOT 2
TOWNSHIP 2 PH 1 BLK E LOT 6 CONFIDENTIAL
TOWNSHIP 2 PH 1 BLK E LOT 7
PYKE, DAVID Z & SUZANNE
TOWNSHIP 2 PH 1 BLK E LOT 8
TOWNSHIP 2 PH 1 BLK E LOT 9
LADAGE, DAVID & MARY
LADAGE, ANTOINETTE
TOWNSHIP 2 PH 1 BLK E LOT 10
BARRETT, BARBARA H
TOWNSHIP 2 PH 1 BLK D LOT 1
ROBINSON, GARY M & GARRISON, KIMBERLY
TOWNSHIP 2 PH 1 BLK C LOT 3ALLISON, ORVAL L
TOWNSHIP 2 PH 1 BLK C LOT 2
KELLEY, PATRICK & KRISTIN ANNETT
TOWNSHIP 2 PH 1 BLK C LOT 1
REED, NATHAN
TOWNSHIP 2 PH 1 BLK E LOT 3 ARNETT, ANITA S
TOWNSHIP 2 PH 1 BLK E LOT 5
HOW, WILLIAM P & REBECCA L
TOWNSHIP 2 PH 1 BLK E LOT 4
HALL, AUDRA
TOWNSHIP 2 PH 1 BLK E LOT 2
ZAPATA, PAUL
TOWNSHIP 2 PH 1 BLK E LOT 1
SEE SANDY CREEK DRIVE
SANDY CREEK DRGRADE (3)
VALVE TO
ADJUST WATER
CO-TR CHENOWETH LIVING TRUST
LILLIAN CHCHRAN
CHENOWETH, JOHN STEPHEN &
N
806040200
SCALE: 1"=40'
ASPHALT REPAIR
1535 SY
ASPHALT REPAIR
1400 SY
SHEET 5DATE: OCTOBER 2020
ANGELINA BEND DRIVE
SHEET 1 OF 230'30'
127'
26'39'
3'
74'27'102'
134'66'16 SY CONCRETE REPAIR
REMOVE AND REPLACE
13 SY CONCRETE REPAIR
REMOVE AND REPLACE
7'
37'
28'
91'
7'
18'
70'
5'
89'
60'
160'
6
8'
128'
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
3 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
29 SY - CONCRETE PAVEMENT
1300 LF - CURB AND GUTTER
2935 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:SAN GABRIEL DRSANDY CREEK DR
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C702-PAVE-38491.dgn8:22:06 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND N806040200
SCALE: 1"=40'ANGELINA BEND DRIVEANGELINA BEND DRIVE
ANGELINA BEND DRIVE
ANGELINA BEND DRIVE MATCH LINE "C"MATCH LI
NE
"C"
NEELEY, PHILIP & KRISTA
TOWNSHIP 2 PH 1 BLK E LOT 14
PAVUR, ROBERT HARMON, JAMES & JEAN VAQUERA, SAMUEL D
GREEN, HEATHER & COY
CONFIDENTIAL
TOWNSHIP 2 PH 1 BLK E LOT 19
REEDY, THOMAS C III & BRENDA G
TOWNSHIP 2 PH 1 BLK D LOT 9ENGLAND, JOHN R
TOWNSHIP 2 PH 1 BLK D LOT 8DELEGARD, ERIC H
PRILLWITZ, LAURA & GASKELL, DEENA
WING, ALLISON M
TOWNSHIP 2 PH 1 BLK E LOT 20
ALLMAND, BRIAN JAMES
TOWNSHIP 2 PH 1 BLK E LOT 21
SNIDER, PAUL E
TOWNSHIP 2 PH 1 BLK D LOT 10
STEELE, GARY E & LEJEAN
TOWNSHIP 2 PH 1 BLK C LOT 14
TOWNSHIP 2 PH 1 BLK D LOT 6
TOWNSHIP 2 PH 1 BLK D LOT 7
TOWNSHIP 2 PH 1 BLK E LOT 18
TOWNSHIP 2 PH 1 BLK E LOT 17TOWNSHIP 2 PH 1 BLK E LOT 16TOWNSHIP 2 PH 1 BLK E LOT 15
TOWNSHIP 2 PH 1 BLK C LOT 13
GOROKHOVSKIY, ILONA & PETER FMATCH
LI
NE "B"SAN GABRIEL DR806040200
SCALE: 1"=40'NASPHALT REPAIR
2345 SY
ASPHALT REPAIR
1745 SY 31'31'
REID, RICHARD LEE
TOWNSHIP 2 PH 1 BLK E LOT 12 12/283-E///RH HOPKINS 1694TOWNSHIP 2 PH 1 BLK E LOT 11 11/283-E///RH HOPKINS 1694PAVUR, GREGORYDENTON, CITY OF
SHEET 6DATE: OCTOBER 2020
ANGELINA BEND DRIVE
SHEET 2 OF 2
29'
29'
BLK E LOT 13
TOWNSHIP 2 PH 1
43'65'65'54'6'122'24'
58'42'46'
55'
5'85'27'
27'
64'
62'
72'
67'
59'
12'
16'
10'
30'
60'
36'
41'
230'
160'
40'SANDY CREEK DRSEE SANDY CREEK DRIVE
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1685 LF - CURB AND GUTTER
4090 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:SAN GABRIEL DRSANDY CREEK DR
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C703-PAVE-38491.dgn8:22:08 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"N806040200
SCALE: 1"=40'
HUTTON, PATSY
NORTHWOOD #1 BLK C LOT 5(S PT)
ARCHER TRAILARCHER TRAIL
ARCH
ER TRAI
LA
RCH
ER TRAI
LFOXCROFT CIRCLEWARBIRD DRE
ME
R
S
O
N L
N
NORTHWOOD #3 BLK C LOT 6
GRANT, DOROTHY E PAVELEK, BRIAN J & FRANCES R
NORTHWOOD #3 BLK C LOT 7
THOMAS, JANIE E
NORTHWOOD #1 BLK C LOT 8
BRAUN-GOOD, T ANADARA
NORTHWOOD #2 BLK D LOT 1
BENTON, BOBBY G
NORTHWOOD #3 BLK D LOT 26
PARR, COLIN & SARAH E
NORTHWOOD #3 BLK D LOT 25 CARNEY, RANDY & CINDY
NORTHWOOD #3 BLK D LOT 24
ALEXANDER, KAREN ANORTHWOOD #3 BLK D LOT 23ROBINETT, DORIS D & ROBERT L
NORTHWOOD #3 BLK C LOT 9
ARONIN, RICHARD
NORTHWOOD #3 BLK C LOT 10(ALL),11(W 1/3)JENSEN, MONTE SOREN
NORTHWOOD #3 BLK C LOT 11(E118')LANDRETH, SYMINGTON & SUSAN WESTPHAL
NORTHWOOD #3 BLK C LOT 12
NORTHWOOD #3 BLK D LOT 17
HSBC BANK USA
DOYLE, SEAN & LILIA M
NORTHWOOD #3 BLK D LOT 18
NORTHWOOD #3 BLK D LOT 19
KIRALY, MARK A
NORTHWOOD #3 BLK D LOT 20
MACLAREN, ROBERT B
ALEXANDER, KAREN A
NORTHWOOD #3 BLK D LOT 23
SMITH FAMILY EXEMPT TRUST
SMITH, HOWARD W TRUSTEE OF THE 30'ASPHALT REPAIR
1520 SY
SEE FOXCROFT CIRCLE
SEE FOXCROFT CIRCLE
ASPHALT REPAIR
1465 SY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE (3)
VALVE TO
ADJUST WATER
SHEET 7DATE: OCTOBER 2020
ARCHER TRAIL
SHEET 1 OF 1
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
NORTHWOOD #3 BLK D LOT 21
NORTHWOOD #3 BLK D LOT 22
MARTINEZ, ENRIQUE & ISABEL
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - SANITARY SEWER MANHOLE
5 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1600 LF - CURB AND GUTTER
2985 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:FOXCROFT CIRCLEWARBIRD DRE
ME
R
S
O
N L
N30'27'22'
250'
250'
130'169'
111'
130'
126'169'16'
71'
130'
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C704-PAVE-38491.dgn8:22:10 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
AVENUE A
1234 AVE A LLC
PPT VENTURES LLC
GREEN HILL GARDEN ADDN LOT 1
AVE A/ UNDERWOOD LLC
AVENUE A ADDITION BLK A LOT 1
IRG BEAR APARTMENT PROPERTIES LLC
GREENLEE ADDN BLK 1 LOT 1R
LAUDERDALE, JUANITA JO JAGADEESWARAN, PUDUR JAGADEESWARAN, PUDUR
GREENLEE ADDN BLK 1 LOT 8D GREENLEE ADDN BLK 1 LOT 8A 20/353
LAM, JUDY T MSGS-D, LTD & THE CSHE FAMILY L/P
WATTAM ADDN BLK 8 LOT 5(N PT)& SPARKS, SEAN M
SPARKS, MONTY E & GAIL P
A0996A E. PUCHALSKI, TR 648, .923 ACRES
LOT 8E
GREENLEE ADDN BLK 1 LOT 8B
GREENLEE ADDN BLK 1 GREENLEE ADDN BLK 1 LOT 8C WATTAM ADDN BLK 8 LOT 5(S PT)
JAGADEESWARAN, PUDUR
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER ASPHALT REPAIR
2170 SY
SHEET 8DATE: OCTOBER 2020
AVENUE A
SHEET 1 OF 1AVENUE A GREENLEE ST SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
3 EA - SANITARY SEWER MANHOLE
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
985 LF - CURB AND GUTTER
2170 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
AVENUE A 31'AVE
NUE A GREENLEE ST192'
53'84'
207'
46'81'20'
36'
141'
28'
83'14'
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C705-PAVE-38491.dgn8:22:11 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
AVENUE B
ANDERSON, DANEA LYNN SHEPPARD BLISS, PETER N & PATRICIA V PENNINGTON, JOE & JANET LIVING TRUST MERRELL IRWIN PARTNERS LP
IRWIN & TRAPP BLK 1 LOT 1
MERRELL IRWIN PARTNERS LP
IRWIN & TRAPP BLK 1 LOT 2
CHARLOTTE, IRWIN INVESTMENTS LLC
AVENUE B ADDN BLK 1 LOT 1
NOELL, KENT C
BURKE-SAUNDERS ADDN BLK 1 LOT 1
ZOZANIK PROPERTIES, LLC VLJAMER LLC HITT, DEBORAH SUE KIM, PAUL S & MYUNG J
A0996A E. PUCHALSKI, TR 606, .2001 ACRES
FALCON INVESTMENT COMPANY LLLP
A0996A E. PUCHALSKI, TR 607, .4 ACRES
NOELL, KENT C
WILSON ADDN BLK 1 LOT 1(PT)UNDERWOOD STMARGIE STA0996A E. PUCHALSKI, TR 603, .1601 ACRES
.1576 ACRES
A0996A E. PUCHALSKI, TR 602,
.3152 ACRES
A0996A E. PUCHALSKI, TR 600, 27'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
MONROE ADDN BLK 1 LOT 1 A0996A E. PUCHALSKI, TR 629, .1942 ACRES A0996A E. PUCHALSKI, TR 627, .233 ACRES
ASPHALT REPAIR
1360 SY
SHEET 9DATE: OCTOBER 2020
AVENUE B
SHEET 1 OF 1
20'87'32'
186'
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
325 LF - CURB AND GUTTER
1360 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
AVENUE BUNDERWOOD STMARGIE STFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C706-PAVE-38491.dgn8:22:13 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
AVENUE D
MAPLE STW HIGHLAND STUNIVERSITY OF NORTH TEXAS
HODGSON ADDN LOT 10
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 43 LOT 23
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 43 LOT 22
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 43 LOT 21
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 43 LOT 20
TEXAS, STATE OF UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 39 LOT 6
UNIVERSITY OF NORTH TEXAS AT DENTON
COLLEGE BLK 40 LOT 1(NW PT)
COLLEGE BLK 39 LOT 7
GRADE
VALVE TO
ADJUST WATER
SHEET 10DATE: OCTOBER 2020
AVENUE D
SHEET 1 OF 1
ASPHALT REPAIR
1570 SY
5 SY CONCRETE PAVEMENT
REMOVE AND REPLACE 6 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
WHEEL STOP (8)
REMOVE AND REINSTALL
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
11 SY - CONCRETE PAVEMENT
435 LF - CURB AND GUTTER
1570 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
AVENUE D
MAPLE STW HIGHLAND ST36'18'118'
14'
325'
16'50'30'
PAVEMENT MARKING
1 EA - STOP BAR
(TYP.)
PAVEMENT MARKING
1 EA - CROSS WALK
(2)
PAVEMENT MARKING
1 EA - LANE MARKING
(TYP.)
PAVEMENT MARKING
1 EA - CROSS WALK
SOLID LINE (TYPE I)
46 LF - 4" WHITE
PAVEMENT MARKING
8 EA - HANDICAP PARKING
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C707-PAVE-38491.dgn8:22:14 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
AVENUE H
EAGLE'S POINT APARTMENTS, LLC
OWSLEY PARK BLK 13 LOT 9(INCLUDES W25' OF CLOSED STREET)
TWO LITTLE P'S LAND TRUST
LOUISE STREET INVESTORS LP
OWSLEY PARK BLK 11 LOT 8-9
TWO LITTLE P'S LAND TRUST
OWSLEY PARK BLK 11 LOT 17
TWO LITTLE P'S LAND TRUST
LANDMARK ASSOCIATES, LP
OWSLEY PARK BLK 11 LOT 6,7
EAGLE ENCLAVE, LLC & ROSS, STANLEY & JULIE
OWSLEY PARK BLK 10 LOT 11-14
AHMETI INVESTMENTS LLC
OWSLEY PARK BLK 12 LOT 1,2,3,4
MUJOLLARI, AUREL
OWSLEY PARK BLK 12 LOT 11
BOALS, ADRIEL & BERRY, MICHELE
GHS PARTNERS LLC
OWSLEY PARK BLK 14 LOT 1A ACRES 0.77
CLINTON & JENNIFER CLEMENTS 2008 TRS
CLEMENTS, CLINTON & JENNIFER,TRS, W PRAIRIE STLOUISE STOWSLEY PARK BLK 9 LOT 17,18
OWSLEY PARK BLK 11 LOT 18
OWSLEY PARK BLK 11 LOT 16
OWSLEY PARK BLK 12 LOT 12
GRADE (2)
VALVE TO
ADJUST WATER
GRADE (2)
VALVE TO
ADJUST WATER
SHEET 11DATE: OCTOBER 2020
AVENUE H
SHEET 1 OF 1
7 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
8 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
8 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
12'116'92'
118'142'
ASPHALT REPAIR
1240 SY
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
4 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
23 SY - CONCRETE PAVEMENT
480 LF - CURB AND GUTTER
1240 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
AVENUE HW PRAIRIE STLOUISE ST34'FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C708-PAVE-38491.dgn8:22:16 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'BR
OWN DRI
VE
WOODLAND ST
ROBERTS ST
CORLEY, STEPHANIE J & DOOLEY, CHRISTOPHER P
BROWNWOOD BLK C LOT 6 KLEIN, BETHANY L
BROWNWOOD BLK D LOT 1
NEBLETT, JAMES M
BROWNWOOD BLK D LOT 2 BROWNWOOD BLK D LOT 3 BROWNWOOD BLK D LOT 4
REYNOLDS, GERARD M
BROWNWOOD BLK D LOT 15
SLATER DEV INC
BROWNWOOD BLK D LOT 14
LEVISAY, BILLY J
BROWNWOOD BLK D LOT 13ELIZONDO, DANIEL JAMES & MEGAN ANNTALIAFERRO, BART & REBECCA
FRANKLIN D EARLY JR
MARKS, ANTHONY J &
HOUSING CORP - DAHC, INC
DENTON AFFORDABLE
HOUSING CORP - DAHC, INC
DENTON AFFORDABLE
BROWNWOOD BLK C LOT 4,5
BROWNWOOD BLK C LOT 7(ALL),8(E1/2) BROWNWOOD BLK C LOT 8(W 1/2),9
26'
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE (2)
VALVE TO
ADJUST WATER
SEE ROBERTS STREET
SEE WOODLAND STREET
GRADE (2)
VALVE TO
ADJUST WATER
SHEET 12DATE: OCTOBER 2020
BROWN DRIVE
SHEET 1 OF 1
2
3
2'
6
5'
14'
10'
8
0'
16'48'79'6
6'
GUTTER TO REMAIN
CONCRETE VALLEY
ASPHALT REPAIR
1350 SY
2 EA - SANITARY SEWER MANHOLE
4 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
610 LF - CURB AND GUTTER
1350 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
B
ROWN DRI
VE
WOODLAND ST
ROBERTS ST
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C709-PAVE-38491.dgn8:22:18 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"CRESCENT STREET
CRESCENT STREETFULTON STNUSBAUM, TONIA A LIVING TRUST RENNER, DOUGLAS H RYAN, JERRY A LEWIS, SUSAN M DREW, JOSHUA STEVEN & NATALIE YOUNGBLOOD, EDNA JOE MANUEL, LARRY & BRIDGET
CARROLL PARK BLK 12 LOT 13,14
ZOZANIK PROPERTIES, LLC CARLSON, JESSICA LAUREN CCI INVESTMENTS LTD EGGERT, ALICIA RACINA, JOHN BENDER LIVING TRUST
LOT 17 (E52')
CARROLL PARK BLK 15
CUDD, HUGH A & AMY E WEST, JANIECE WHITE, JAMES D
CARROLL PARK BLK 15 LOT 24(W60')
SLATER DEVELOPMENT INC WELLS, DEBRA L
SLACK, AARON CONFIDENTIAL FRANKS, DORIS MERCER ALLYWAY REAL ESTATE LTD ANDREWS, BOBBY W
DROWN, J MICHAEL
HENDERSON, RONDA FAYE
HODGE, GARY DAVID &
COLEMAN, SHARON L & YATES, LEE A
LAING, DORIS W/ LIFE ESTATE &
CARROLL PARK BLK 15 LOT 15(ALL),16(W22')
LOT 16(E41'),17(W11')
CARROLL PARK BLK 15 CARROLL PARK BLK 15 LOT 18 CARROLL PARK BLK 15 LOT 19 CARROLL PARK BLK 15 LOT 20 CARROLL PARK BLK 15 LOT 21
CARROLL PARK BLK 12 LOT 12 CARROLL PARK BLK 12 LOT 11(W60')CARROLL PARK BLK 12 LOT 10,11(E 3')CARROLL PARK BLK 12 LOT 9 CARROLL PARK BLK 12 LOT 8
CARROLL PARK BLK 12 LOT 1,2(N1/2 EACH)
CARROLL PARK BLK 12 LOT 3CARROLL PARK BLK 12 LOT 4CARROLL PARK BLK 12 LOT 5CARROLL PARK BLK 12 LOT 6CARROLL PARK BLK 12 LOT 7
CARROLL PARK BLK 15 LOT 22 CARROLL PARK BLK 15 LOT 23 CARROLL PARK BLK 15 LOT 25(E4'),26 CARROLL PARK BLK 15 LOT 27
CARROLL PARK BLK 15 LOT 28
LOT 24(E3'),25(W59')
CARROLL PARK BLK 15
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE (2)
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1760 SY
ASPHALT REPAIR
1810 SY
SHEET 13DATE: OCTOBER 2020
CRESCENT STREET
SHEET 1 OF 2
SEE FULTON STREET
6'43'
55'46'45'36'
36'41'45'36'
49'65'7'
43'46'31'43'51'51'45'
168'41'46'41'41'2'
12'
34'40'
PAVEMENT MARKING
1 EA - STOP BAR
5 EA - SANITARY SEWER MANHOLES
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
1245 LF - CURB AND GUTTER
3570 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
CRESCENT STREET
CRESCENT STREETFULTON ST35'36'
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C710-PAVE-38491.dgn8:22:20 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "B"MATCH LINE "C"MATCH LINE "C"SMITH, MARTHA J
BULLET BROWN LLC SHAW, IRENE B LIFE ESTATE ETAL SLATER DEV INC
CARROLL PARK BLK 16 LOT 14 MINTON, ROY Q & MICHAEL L PINKERTON HOWELL PARTNERS BYRD, ROBERT A & MARCY A
BARNES, JERRY D & CAROLYN N GREEN HILL DESIGN & DEVELOPMENT LLC GREELEY, NICHOLAS J S&K BARNS PROPERTIES LLC S&K BARNS PROPERTIES LLC
STOCKS, EDGAR W & BETTY J
MINTON, ROY Q & MICHAEL LSLATER DEVELOPMENT INC COX, AZAR E
CARROLL PARK BLK 16 LOT 20
SCAROLA, MARCO RICCARDO
SLATER DEV INC
JOHNSON, LINDA D
CRESCENT STREET
CRESCENT STREET CARROLL BLVDCOIT STDENTON STALICE ST& MICHAEL L
MINTON, ROY Q
SHEET 14DATE: OCTOBER 2020
CRESCENT STREET
SHEET 2 OF 237'38'33'ASPHALT REPAIR
2125 SY
ASPHALT REPAIR
1645 SY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE (2)
VALVE TO
ADJUST WATER
TO GRADE (2)
SEWER MANHOLE
ADJUST SANITARY
GRADE (2)
VALVE TO
ADJUST WATER
GRADE (2)
VALVE TO
ADJUST WATER
CARROLL PARK BLK 16 LOT 11
CARROLL PARK BLK 16 LOT 12 CARROLL PARK BLK 16 LOT 13 CARROLL PARK BLK 16 LOT 15 CARROLL PARK BLK 16 LOT 16 CARROLL PARK BLK 16 LOT 17
LOT 5(N110' OF E60')
CARROLL PARK BLK 11 CARROLL PARK BLK 11 LOT 4(N110')CARROLL PARK BLK 11 LOT 3(N110')CARROLL PARK BLK 11 LOT 2(N105')CARROLL PARK BLK 11 LOT 1(N105')
CARROLL PARK BLK 9 LOT 1(N90')
CARROLL PARK BLK 17 LOT 5
CARROLL PARK BLK 16 LOT 19
CARROLL PARK BLK 16 LOT 18CARROLL PARK BLK 9 LOT 2(N100' OF E1/2),3(N110')
CARROLL PARK BLK 10 LOT 1
BLK 16 LOT 18
CARROLL PARK
69'4'
4'70'
40'44'53'35'45'
95'
7'
114'52'42'
42'102'179'
69'51'30'99'39'
45'
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
(SEE DETAIL)
LANE TRAFFIC MARKERS
170 LF - 4" YELLOW CENTER
DASHED LINE
120 LF - 4" WHITE
4 EA - SANITARY SEWER MANHOLE
6 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
1330 LF - CURB AND GUTTER
3770 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
CRESCENT STREET
CRESCENT STREET CARROLL BLVDCOIT STDENTON STALICE ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C711-PAVE-38491.dgn8:22:22 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
FANNIN STREETFANNIN STREETWELCH STBEATTY STBEATTY STDENTON EAGLE APARTMENT INVESTORS, LLC DENTON EAGLE APARTMENT INVESTORS, LLC
HILLSIDE ADDN BLK 2 LOT 1,2,3,4
RUSSELL, BENNY R & BARBARA A NIE, DONGFANG & LIU, KAIMIAO
WATTAM ADDN BLK 4 LOT 3B
TREVINO, MANUEL & MIRELDA
WATTAM ADDN BLK 4 LOT 2(W PT)
MINASSIAN, ARA DR MSGS-A LTD MSGS-A LTD
HILLSIDE ADDN BLK 3 LOT 3
WATTAM ADDN BLK 1 LOT 1,2,4
WATTAM ADDN BLK 4 LOT 3A WATTAM ADDN BLK 4 LOT 2(E PT)HILLSIDE ADDN BLK 3 LOT 1 HILLSIDE ADDN BLK 3 LOT 2
VICTOR ONEIL DEGADO
DELGADO, DORA &
GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY TO GRADE
SEWER MANHOLE
ADJUST SANITARY
SHEET 15DATE: OCTOBER 2020
FANNIN STREET
SHEET 1 OF 1
ASPHALT REPAIR
1095 SY
81'
101'69'
45'52'36'26'
100'
2 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
510 LF - CURB AND GUTTER
1095 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:WELCH ST29'FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C712-PAVE-38491.dgn8:22:23 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'MA
T
C
H LIN
E "
A"
FOXCROFT CIRCLEEMERSON LNLUDEMAN, MICHAEL M
NORTHWOOD #1 BLK A LOT 6
LONGORIA, DANIEL & CASSIE
NORTHWOOD #1 BLK A LOT 7
NORTHWOOD #1 BLK A LOT 8
HAYNES, JACK READ
NORTHWOOD #1 BLK C LOT 3
HYLAND, PETER B & MURPHEY, MELISSA A
NORTHWOOD #1 BLK C LOT 2
HICKERSON, KAREN
NORTHWOOD #1 BLK C LOT 1GRANT, TY C & KATIE
NORTHWOOD #3 BLK C LOT 16
FISHER, ROBERT H & ADELIA
NORTHWOOD #1 BLK A LOT 11
WATSON, BARRY J & POLLY M
NORTHWOOD #1 BLK A LOT 9(N PT)NORTHWOOD #1 BLK A LOT 9(S6'),10
OYER, ADAM
29'29'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
2255 SY
SHEET 16DATE: OCTOBER 2020
FOXCROFT CIRCLE
SHEET 1 OF 5
LINEBERGER, RAYMOND & KATHERINE
55'14'14'
38'
26'
2'
37'
85'
125'
32'
35'
1
46'
1
2
2'9'142'103'
2 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
985 LF - CURB AND GUTTER
2255 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
FOXCROFT CIRCLEEMERSON LNFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C713-PAVE-38491.dgn8:22:24 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'MATCH LINE "A"FOXCROFT CIRCLE
M
ATCH LI
NE "B"ARCHER TRHUTTON, PATSY
NORTHWOOD #1 BLK C LOT 5(S PT)
BORING, KENT & STEPHANIE BRAUN-GOOD, T ANADARA
NORTHWOOD #2 BLK D LOT 1
MEEKS, E BRUCE
NORTHWOOD #2 BLK D LOT 3(PT)
NORTHWOOD #2 BLK E LOT 4(N PT)
MINER, VERNON F & DONNA J
NORTHWOOD #2 BLK E LOT 5
AUMENT, STEPHEN & AUMEN, JESSICA
NORTHWOOD #2 BLK E LOT 3
PHOMMACHACK, PAMELA
STEM, TAYLOR F, JR
NORTHWOOD #2 BLK E LOT 2
GILHOME, KESTER
NORTHWOOD #1 BLK E LOT 1
STANSEL, JARED & MARY
NORTHWOOD #1 BLK A LOT 13
GREEN, ALASDAIR C & KATHERINE V
NORTHWOOD #1 BLK A LOT 12
SMITH, JOHN W III & KATHERINE
NORTHWOOD #2 BLK D LOT 2
SMITH, JOHN W III & KATHERINE
NORTHWOOD #2 BLK D LOT 3(W53.49')
GRADE
VALVE TO
ADJUST WATER GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1185 SY
ASPHALT REPAIR
620 SY
SEE ARCHER TRAIL
SHEET 17DATE: OCTOBER 2020
FOXCROFT CIRCLE
SHEET 2 OF 5
TO GRADE
SEWER MANHOLE
ADJUST SANITARY 30'29'NORTHWOOD #1 BLK C LOT 4(ALL),5(N8')FOXCROFT CIRCLE94'
56'
56'95'102'
122'46'143'
51'22'49'92'
27'
4 EA - SANITARY SEWER MANHOLE
3 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
955 LF - CURB AND GUTTER
1805 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
FOXCROFT CIRCLE ARCHER TRFOXCROFT CIRCLEFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C714-PAVE-38491.dgn8:22:25 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
FOXCROFT CIRCLEMATCH LINE "B"MATCH LINE "C"MATCH LINE "C"MATCH LINE "D"BOURNS, MATTHEW & STACY E
NORTHWOOD #2 BLK D LOT 4 NORTHWOOD #2 BLK D LOT 5
RALEY, RICHARD R & GAIL L BAKER, GREGORY F & NANCY L
NORTHWOOD #2 BLK D LOT 6
NORTHWOOD #2 BLK D LOT 7 AMOS, SUSAN GAY BELL
NORTHWOOD #2 BLK D LOT 8
GAMERO, MERCEDES E & ALEGRIA, MIQUITA M
NORTHWOOD #2 BLK E LOT 11
MILLERBORG, MATT E & RONICA
NORTHWOOD #2 BLK E LOT 10
WILSON, DAVID & DEE A
NORTHWOOD #2 BLK E LOT 9
BECKER, GEORGE C
NORTHWOOD #2 BLK E LOT 8
NORTHWOOD #2 BLK E LOT 7
HAGAN, MELVIN ROY
NORTHWOOD #2 BLK E LOT 6
DAUGHERTY LIVING TRUST
DAUGHERTY, CAROLYN JEAN TR
PROPERTIES LTD
FLOYD FAMILY
BLK D LOT 9
NORTHWOOD #2
WHITE, JAMES THOMAS TRUSTEE
WHITE, VIRGINIA POPE LIVING TRUST,
SHEET 18DATE: OCTOBER 2020
FOXCROFT CIRCLE
SHEET 3 OF 530'30'GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1605 SY
ASPHALT REPAIR
1395 SY
FOXCROFT CIRCLE13'121'
163'90'
66'122'37'39'57'
220'
63'43'93'
15'135'
46'19'
TO GRADE (2)
SEWER MANHOLE
ADJUST SANITARY
8'
110'WARBIRD DRIVEPROPERTIES LTD
FLOYD FAMILY
BLK D LOT 9
NORTHWOOD #2
DARSON, HOLLY & STONECIPHER, BROWNIE
NORTHWOOD #2 BLK D LOT 10 NORTHWOOD #2 BLK D LOT 11
NORTHWOOD #2 BLK E LOT 12 NORTHWOOD #2 BLK E LOT 14 NORTHWOOD #2 BLK E LOT 15
NORTHWOOD #2 BLK E LOT 16
MATHEWS, ALEX
BAKER, MARY ADAVIS, TONYA A & CLAYTONSANDERS, DAVID & CARRIE
NORTHWOOD #2 BLK E LOT 13,13A
WEBB, BETTY
ROBINSON, MURRAY J PORTER, KATIE LYNNE
NORTHWOOD #2 BLK D LOT 12(ALL),13(S17.77')
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
3 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1460 LF - CURB AND GUTTER
3000 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
FOXCROFT CIRCLE
FOXCROFT CIRCLEWARBIRD DRIVE
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C714A-PAVE-38491.dgn8:22:26 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
FOXCROFT CIRCLE
MATCH LINE "D"MATCH LINE "E"MATCH LINE "E"MATCH LINE "F"FOXCROFT CIRCLENORTHCREST RD30'30'SHEET 19DATE: OCTOBER 2020
FOXCROFT CIRCLE
SHEET 4 OF 5
GRADE (6)
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1660 SY
ASPHALT REPAIR
1510 SY
11'37'
110'78'38'40'29'
260'52'46'46'
15'4'48'44'60'34'51'46'10'
NORTHWOOD #1 BLK G LOT 29 NORTHWOOD #1 BLK G LOT 28
NORTHWOOD #2 BLK G LOT 27
NORTHWOOD #2 BLK G LOT 26 NORTHWOOD #2 BLK G LOT 25 NORTHWOOD #2 BLK G LOT 24 NORTHWOOD #2 BLK G LOT 23
ASHMORE, MARGARET E
NORTHWOOD #2 BLK G LOT 22 NORTHWOOD #2 BLK G LOT 21 NORTHWOOD #2 BLK G LOT 20
NORTHWOOD #2 BLK G LOT 19 NORTHWOOD #2 BLK G LOT 18 NORTHWOOD #2 BLK G LOT 17 NORTHWOOD #2 BLK G LOT 16
NORTHWOOD #2 BLK F LOT 10 NORTHWOOD #2 BLK F LOT 11 NORTHWOOD #2 BLK F LOT 12
NORTHWOOD #2 BLK F LOT 13 NORTHWOOD #2 BLK F LOT 14
HARE, PAULA J CRAWFORD, CLINTON & CAITLIN
VIELMAN
LETICIA COLINDRES MONROY DE
VIELMAN, ISAURO DE JESUS & ELBA SULLIVAN, STEPHANIE K CUKOR-AVILA, PATRICIA JARKE, MATTHEW W LINE, NANCY S
PUCKETT, PATSY N
NORTHWOOD #2 BLK F LOT 1
KELSOE PROPERTIES EXEMPT TRUST
KELSOE, JOHN K & KAYLIN FARMER TR OF
NORTHWOOD #2 BLK F LOT 2 LAND, RONNIE & LYNELL
NORTHWOOD #2 BLK F LOT 3
WATLAND, LESLIE A
NORTHWOOD #2 BLK F LOT 4 NORTHWOOD #2 BLK F LOT 5 NORTHWOOD #2 BLK F LOT 6
FERRERI, JORDAN G & JESSICA RICHESON, DAVID A
HERNANDEZ, BRITTNEY L &
NORTHWOOD #2 BLK F LOT 7
HANNAH, FRANCES R TRUSTEE
HANNAH, FRAN LIVING TRUST,
CARTRIGHT, JOHN P CARLSON, CHRIS & MICHELLE
SMITH, JEFFREY BRIAN & REBECCA JOY STEPNEY-JACKSON, ALICE WILKERSON, TIM S VALDEZ, RAMIRO
PALMA, MARIA R
NORTHWOOD #2 BLK F LOT 8
FOREMOST PROPERTIES LLC
NORTHWOOD #2 BLK F LOT 9
CARLSON, CHRISTOPHER J GLENN, JERRY DON HENKE, ADRIANE
MAY, NANCY KAY CUDD, THOMAS FRANK & MARIELLA E
168'83'60'
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
2 EA - SANITARY SEWER MANHOLE
8 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1370 LF - CURB AND GUTTER
3170 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
FOXCROFT CIRCLE
FOXCROFT CIRCLENORTHCREST RD
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C715-PAVE-38491.dgn8:22:28 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
FOXCROFT CIRCLE
MATCH LINE "F"MATCH LINE "G"MATCH LINE "G"
806040200
SCALE: 1"=40'
N
NORTHWOOD #2 BLK G LOT 15
LOVETTE, MARGARET L KOLDEN, MARGARET CATHERINE
NORTHWOOD #6 BLK L LOT 13 RAGLE, MOLLY J
NORTHWOOD #6 BLK L LOT 12 PIERSON, BILLY & TAMMY
NORTHWOOD #6 BLK L LOT 11 MOSES, ROBERT E & JO ANNE
NORTHWOOD #6 BLK L LOT 10 MILLER, JEFFREY J TRUST
NORTHWOOD #6 BLK L LOT 9
ELKHORN PROPERTIES LLC
NORTHWOOD #2 BLK F LOT 15
BLOEDEL, TRENTON
NORTHWOOD #6 BLK M LOT 1 MATA, JUAQUIN & MARY
NORTHWOOD #6 BLK M LOT 2 WEBSTER, JACKIE J
NORTHWOOD #6 BLK M LOT 3 RENTERIA, JOSE J & JOYCE M
NORTHWOOD #6 BLK M LOT 4 ORELLANA, RENBER E
NORTHWOOD #6 BLK M LOT 5OLD NORTH RDFOXCROFT CIRCLE EMERS
ON LNCHANDLER, MAFALDA
NORTHWOOD #6 BLK L LOT 8 HOFFPAUIR, WARREN J W/LIFE ESTATE & HOFFPAUIR, RANDALL CLAUDE
NORTHWOOD #6 BLK L LOT 6
ADAIR, JOEL S
NORTHWOOD #6 BLK L LOT 7
GHOLSON, JOSEPH T & DIANE
NORTHWOOD #6 BLK M LOT 12
BESSIRE RESIDENTIAL LLC
NORTHWOOD #6 BLK M LOT 11
MONTGOMERY, MICHAEL & SARAH
NORTHWOOD #6 BLK M LOT 10
RILEY, MATTHEW & CHADWICK, JENNIFER
NORTHWOOD #6 BLK M LOT 9
ESPINOSA, PEDRO & MARIA TORRES
NORTHWOOD #6 BLK M LOT 8
ROMO, MARIA CHRISTINA
NORTHWOOD #6 BLK M LOT 7
HENRY, MURIEL E
NORTHWOOD #6 BLK M LOT 630'30'3
0'
GRADE (2)
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
SHEET 20DATE: OCTOBER 2020
FOXCROFT CIRCLE
SHEET 5 OF 5
ASPHALT REPAIR
1110 SY
ASPHALT REPAIR
1440 SY
ASPHALT REPAIR
225 SY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
2'54'
67'
22'74'
47'83'6'36'
34'
8'
23'
11'
114'
65'
5 EA - SANITARY SEWER MANHOLE
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1270 LF - CURB AND GUTTER
2775 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
FOXCROFT CIRCLEOLD NORTH RDFOXCROFT CIRCLE EMERS
ON LN109'
79'
129'
44'
40'27'
TO GRADE
SEWER MANHOLE
ADJUST SANITARY 6'
54'
90'38'8'
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C716-PAVE-38491.dgn8:22:29 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND N806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"FULTON STREETFULTON STREET
FULTON STREETFULTON STREETW OAK STGREGG STTEMPLE AVEGRACE VILLAGE CHURCH DENTON
GRACE TEMPLE BAPTIST CHURCH BLK 1
VILLAGE CHURCH DENTON
GRACE TEMPLE BAPTIST CHURCH BLK 1
STAFFORD, CHARLES R
MOUNTS 1 BLK 1 LOT 3(W41'),4
MSGS-A LTD
COLLINS BLK 1 LOT 14ALEDAR LLC
COLLINS BLK 1 LOT 15COLEMAN, WILLIAM M
COLLINS BLK 1 LOT 16
VILLAGE CHURCH DENTON
GRACE TEMPLE BAPTIST CHURCH BLK 1
DENTON CHINESE CHURCH
GRACE TEMPLE BAPTIST CHURCH BLK 2 LOT 1R SIMMONS, HUGH C & MARGARET A RUSSELL, BENNY R & BARBARA A
GOEN ADDN LOT 1
INFINI INC
COLLINS BLK 1 LOT 13
HERITAGE INCOME STRATEGY LLC
COLLINS BLK 1 LOT 10
HERITAGE INCOME STRATEGY LLC
COLLINS BLK 1 LOT 8R
HERITAGE INCOME STRATEGY LLC
COLLINS BLK 1 LOT 7R
D & P RESIDENTIAL PROPERTIES, LLC
COLLINS BLK 1 LOT 5(ALL),6(N1/2)
MIZELL, MICHAEL E
STRATEGY LLC
HERITAGE INCOME
AND PROPERTIES LLC
ANTONIO CONTRACTORS
AND PROPERTIES LLC
ANTONIO CONTRACTORS
INVESTORS II LLC
UNT ICONIC 35'37'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE (2)
VALVE TO
ADJUST WATER
GRADE (2)
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1765 SY
ASPHALT REPAIR
1760 SY
SHEET 21DATE: OCTOBER 2020
FULTON STREET
SHEET 1 OF 3
A0996A E. PUCHALSKI, TR 50, .137 ACRES
SIMMONS ADDN BLK 1 LOT 1
COLLINS BLK 1 LOT 9COLLINS BLK 1 LOT 11
COLLINS BLK 1 LOT 12
TR 68, .22 ACRES
A0996A E. PUCHALSKI,
186'
132'18'
51'43'58'40'126'
122'
76'32'
116'39'41'23'
50'62'60'20'
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
PAVEMENT MARKING
1 EA - BICYCLE
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 LS - PAVEMENT MARKINGS
2 EA - SANITARY SEWER MANHOLE
8 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1295 LF - CURB AND GUTTER
3525 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: SECONDARY ARTERIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SEE NOTE 5.
TO AVOID DAMAGE TO EXISTING SIDEWALK.
CONTRACTOR TO TAKE PRECAUTIONS
EXISTING SIDEWALK TO REMAIN, W OAK STGREGG STTEMPLE AVEGRACE
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C717-PAVE-38491.dgn8:22:31 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND N806040200
SCALE: 1"=40'MATCH LINE "B"FULTON STREETFULTON STREET
FULTON STREETFULTON STREET W CONGRESS STW CONGRESS STPANHANDLE STBROADWAY STSHEET 22DATE: OCTOBER 2020
FULTON STREET
SHEET 2 OF 335'31'40'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER GRADE (2)
VALVE TO
ADJUST WATER
TO GRADE
TEST STATION
ATMOS GAS
ADJUST
ASPHALT REPAIR
1750 SY
ASPHALT REPAIR
1300 SY
UNT ICONIC INVESTORS II LLC
GOEN ADDN LOT 1
PAULUS, GREG & NATALIE SIMMONS, G KIRK
EATON, HENRY & KATHERINE TR
INVICTA COMPANY
HIGH SCHOOL ADDN BLK 3 LOT 2(W25'),3,4
PONDER LDC LP
PAVUR, GREGORYFRISBY, JAMES SCOTTFRISBY, JAMES SCOTT
COLLINS BLK 1 LOT 3A
TAYLOR, SANDRA L
HIGH SCHOOL ADDN BLK 26 LOT 7
DENTON ISD
DENTON HIGH SCHOOL WEST BLK A LOT 2
KLIR, STEVEN J & DEMARISE JAYNENORMAN, RONALD LEE LIFE ESTATE ETAL
BRANTON, REGINA
PEECKSEN, DAVID S &
0.2210
302(INCLUDES A996 TR 69), ACRES
A0031A R. BEAUMONT, TRACT
TR 301, .22 ACRES
A0031A R. BEAUMONT,
BLK 4 LOT 6(S50')
HIGH SCHOOL ADDN
1(ALL),6(N25' OF E75')
HIGH SCHOOL ADDN BLK 4 LOT
HIGH SCHOOL ADDN BLK 3 LOT 5
COLLINS BLK 1 LOT 1COLLINS BLK 1 LOT 2A
HIGH SCHOOL ADDN BLK 25 LOT 12 HIGH SCHOOL ADDN BLK 30 LOT 4
57'9'40'131'118'
34'41'9'14'94'42'79'
87'63'27'90'
192'
98'
20'
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - ATMOS GAS TEST STATION
1 EA - SANITARY SEWER MANHOLE
5 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1245 LF - CURB AND GUTTER
3050 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: SECONDARY ARTERIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:PANHANDLE STBROADWAY ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C717A-PAVE-38491.dgn8:22:33 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
FULTON STREETFULTON STREET
CORDELL STCRESCENT STSHEET 23DATE: OCTOBER 2020
FULTON STREET
SHEET 3 OF 340'GRADE
VALVE TO
ADJUST WATER
GRADE (4)
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
SEE CRESCENT STREET
MKHITARYAN, GAGIK
DENTON UNIVERSITY FELLOWSHIP INC
CARROLL PARK BLK 14 LOT 1A
TAMPRATEEP, NUMCHAI & SIRIJIRAPATANA, RATANA
CARROLL PARK BLK 15 LOT 14NUSBAUM, TONIA A LIVING TRUST
ASPHALT REPAIR
1570 SY
CARROLL PARK BLK 15 LOT 15(ALL),16(W22')
CARROLL PARK BLK 14 LOT 10(E64')
102'24'155'
77'147'60'
PAVEMENT MARKING
1 EA - STOP BAR
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
2 EA - SANITARY SEWER MANHOLE
6 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS- PAVEMENT MARKING
565 LF - CURB AND GUTTER
1570 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: SECONDARY ARTERIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:CORDELL STCRESCENT STFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
ONLYONLYHALFFI:\38000s\38491\001\CADD\SheetsFTW\C718-PAVE-38491.dgn8:22:35 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
W HICKORY STREETN CEDAR STN ELM STS LOCUST STSHEET 24DATE: OCTOBER 2020
W HICKORY STREET
SHEET 1 OF 131'29'GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER ASPHALT REPAIR
1955 SY
ASPHALT REPAIR
595 SY54'68'GRADE
MANHOLE TO
COMMUNICATION
ADJUST
DENTON, COUNTY OF
O T DENTON ACRES 2.0661 COURTHOUSE ON THE SQUARE
HZS LLC
O T DENTON BLK 3 LOT 6
SCHMITZ REALTY HOLDINGS, LLC
NMV PROP LTDO T DENTON BLK 1 LOT 1DIVERSIFIED CONCEPTS INCMOSES, ROBERT E111 WEST HICKORY LLCKITCHENS, GORDON KIMEVERS NORTH LLCTHORNGREN, JOHN T & BARBARAO T DENTON BLK 1 LOT 5(W20')ENNIS, BILLY M & ANNALAD VENTURES LLCO T DENTON BLK 1 LOT 2(W25')O T DENTON BLK 1 LOT 2(E25'),3(W25')O T DENTON BLK 1 LOT 6O T DENTON BLK 1 LOT 5(E30')O T DENTON BLK 1 LOT 4(E25') O T DENTON BLK 1 LOT 4(W25')O T DENTON BLK 1 LOT 3(E25')O T DENTON BLK 2 LOT 1(E30')
69'11'
22'
22'15'12'
15'30'
14'
8'7'19'
28'
25'218'11'
12'
28'
22'14'
10'
41'
14'13'27'13'
MARKING
BAR PAVEMENT
1 EA - STOP
MARKING
PAVEMENT
1 EA - BICYCLE
MARKING
PAVEMENT
1 EA - BICYCLE
MARKING
BAR PAVEMENT
1 EA - STOP
175'
WHITE LINE
110 LF - 4" DASHED
WHITE LINE
285 LF - 4" DASHED
LANE MARKERS
4" WHITE SOLID TO BE REPLACED
6 EA - LANE MARKING
PARKING
1 EA - HANDICAP
PARKING
1 EA - HANDICAP
6
3
19
15
(TYP.)
45°
4
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - COMMUNICATION MANHOLE
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
895 LF - CURB AND GUTTER
2550 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
LANE MARKERS
4" WHITE SOLID
LANE MARKERS
4" WHITE SOLID
LANE MARKERS
4" WHITE SOLID
HATCH
4" SOLID WHITE
LINE
8" SOLID WHITE
W HICKORY STREETN CEDAR STN ELM STS LOCUST STFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C719-PAVE-38491.dgn8:22:36 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND N806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A" HILLCREST STREET
MATCH LINE "B" HILLCREST STREETSCRIPTURE STSHEET 25DATE: OCTOBER 2020
HILLCREST STREET
SHEET 1 OF 2
BRUNEMAN, BROOKE K & BRET A POLK, RANDY L & SABRINA CRADER, JEANNINE C
STARNES, MARY SUE TR LIVING TRUST KLEIN, JOSEPH P & HEIDI D
TAMPKE, DALE R & MARTHA M SIMMEL, MICHAEL L MANN, ALLEN L
BROWN HEIGHTS BLK 1 LOT 3
LUSTER, ROBERT DALE & JANET LA MAE CHANG, TSUI FENG HUTCHISON, LESLIE K
BROWN HEIGHTS BLK 2 LOT 12 BROWN HEIGHTS BLK 2 LOT 11 BROWN HEIGHTS BLK 2 LOT 9 (S1/2),10
BROWN HEIGHTS BLK 2 LOT 8(ALL),9(N1/2)BROWN HEIGHTS BLK 2 LOT 7
BROWN HEIGHTS BLK 1 LOT 1 BROWN HEIGHTS BLK 1 LOT 2
BROWN HEIGHTS BLK 1 LOT 4 BROWN HEIGHTS BLK 1 LOT 5 BROWN HEIGHTS BLK 1 LOT 6
BROWN HEIGHTS BLK 2 LOT 6
JOHANSEN, BETTY STEVENS, JOYCE MICHELE LIVING TRUST
ROWE, WILLIAM S CHANG, ANTHONY
BROWN HEIGHTS BLK 2 LOT 2
CHRISTIAN, JANN & TAYLOR
BROWN HEIGHTS BLK 2 LOT 1
MILLS, NATHANIEL CROBERTS, JOHN C, IV
LUCKY MOHR INVESTMENTS LP
BROWN HEIGHTS BLK 1 LOT 12
FULTON, DIXIE MTUNNELL, PAUL
BROWN HEIGHTS BLK 1 LOT 11BROWN HEIGHTS BLK 1 LOT 9(N1/2),10BROWN HEIGHTS BLK 1 LOT 8(ALL),9(S1/2)BROWN HEIGHTS BLK 1 LOT 7 37'37'TO GRADE (2)
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1895 SY
ASPHALT REPAIR
1820 SY
BROWN HEIGHTS BLK 2 LOT 4JOYCE & GRIFFIN,JANNA
CLAY, CLARENCE E & EMMA BROWN HEIGHTS BLK 2 LOT 5
BROWN HEIGHTS BLK 2 LOT 3
251'87'57'
13'51'54'66'49'142'
50'57'54'73'48'2'
3'54'58'131'71'44'
50'
2 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
1465 LF - CURB AND GUTTER
3715 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
HILLCREST STREET
HILLCREST STREETSCRIPTURE ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C720-PAVE-38491.dgn8:22:37 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
HILLCREST STREET
MATCH LINE "B"PANHANDLE STSHEET 26DATE: OCTOBER 2020
HILLCREST STREET
SHEET 2 OF 237'GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
415 SY
NEALE, WILLIAM ADAM & MARGARETE RUTH
PARKVIEW BLK A LOT 2 SRIJI, POOVALUR & REVATHI
PARKVIEW BLK B LOT 8
TAYLOR, GLEN L
PARKVIEW BLK D LOT 1 CONFIDENTIAL
PARKVIEW BLK E LOT 1
PARKVIEW BLK E LOT 2
SWAIN, CHRISTOPHER ALLEN & SHEAFF, SHAINA
GUTIERREZ, ANISA A
PARKVIEW BLK B LOT 9
90'
90'
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
180 LF - CURB AND GUTTER
415 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
HILLCREST STREETPANHANDLE STFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C721-PAVE-38491.dgn8:22:38 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
LOCKSLEY LANELOCKSLEY LANEEMERSON LNJAMESTOWN LNMAID MARION PL31'SHEET 27DATE: OCTOBER 2020
LOCKSLEY LANE
SHEET 1 OF 1
HARRIS, OWEN SIMPSON LUSTER, PAUL L & REILA G
NOTTINGHAM WOODS BLK F LOT 12
HOOK, TY D & TATIANA
NOTTINGHAM WOODS BLK F LOT 11
PARR, DIANE WELLS & MATTUCCI, BETSY WELLS
OLIVER, JOHN P & SHAWN B
ROBERTS, DERRELL D & MOLLY J
N DALLAS BANK & TR CO; TRUSTEE
WITTE, MARK S
NOTTINGHAM WOODS BLK D LOT 3,4
WARREN, RONALD & HEATHER
NOTTINGHAM WOODS BLK E LOT 3
HILTON, JAMES & LEIGH FAMILY LIVING TRUST
NOTTINGHAM WOODS BLK E LOT 2
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
NOTTINGHAM WOODS BLK D LOT 5,6
NOTTINGHAM WOODS BLK F LOT 13 NOTTINGHAM WOODS BLK F LOT 10
NOTTINGHAM WOODS BLK F LOT 9
NOTTINGHAM WOODS BLK F LOT 8
ASPHALT REPAIR
2150 SY
1 EA - SANITARY SEWER MANHOLE
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
955 LF - CURB AND GUTTER
2150 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:EMERSON LNJAMESTOWN LNMAID MARION PL91'
110'67'133'72'
292'
110'45'
35'FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C722-PAVE-38491.dgn8:22:39 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND N806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"MACK DRIVE
MACK DRIVEDOUBLE OAK STPAISLEY STRAMIREZ, SAN JUANITA
SUMMERWIND PH 1 BLK 1 LOT 26
MALANI, SANJAY
SUMMERWIND PH 1 BLK 1 LOT 27 COWLING, DENZIL R
SUMMERWIND PH 1 BLK 1 LOT 28 SUMMERWIND PH 1 BLK 1 LOT 29 SUMMERWIND PH 1 BLK 1 LOT 30
MCKEEVER, MICHAEL A
SUMMERWIND PH 1 BLK 1 LOT 31
MIZE, A GARRETT
SUMMERWIND PH 1 BLK 1 LOT 32 SUMMERWIND PH 1 BLK 1 LOT 33
DENTON ISD
ROBERT E LEE ELEM SCHOOL ADDN BLK A LOT 1
HIGGINS, JONATHAN CHRISTIAN & HANNAH GAMBLESUMMERWIND PH 1 BLK 3 LOT 7WADDLE, PATRICK HENRY & BILLIE HARP
SUMMERWIND PH 1 BLK 1 LOT 34
BELL, JAMES M
MACK 4 BLK 4 LOT 9
BROWN, MATTHEW R ETAL
MACK 4 BLK 4 LOT 8
CERBERUS SFR HOLDINGS LP
ESPARZA, NELSON G
MACK 4 BLK 7 LOT 13
DENTON ISD
ROBERT E LEE ELEM SCHOOL ADDN BLK A LOT 1
TRUSTEE
WELLS FARGO BANK NA
MELTON, MATTHEW TRUST,
TERAN, CHRISTOPHER
FOX TERAN, KRISTIN &
& DAVID PATRICK
MURPHREE, KURRIE RENE 37'40'36'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
2045 SY
ASPHALT REPAIR
940 SY
ASPHALT REPAIR
420 SY
SHEET 28DATE: OCTOBER 2020
MACK DRIVE
SHEET 1 OF 2
MACK 4 BLK 3 LOT 11
PAVEMENT MARKING
1 EA - STOP BAR
PAVEMENT MARKING
1 EA - STOP BAR 30'
5'37'26'41'32'32'61'10'
162'200'
35'14'44'22'
17'
66'63'
(TYP.)
PAVEMENT MARKING
1 EA - CROSS WALK
91'
91'13'
10'35'
(SEE DETAIL)
LANE TRAFFIC MARKERS
205 LF - 4" YELLOW CENTER
(SEE DETAIL)
LANE TRAFFIC MARKERS
220 LF - 4" YELLOW CENTER
(SEE DETAIL)
LANE TRAFFIC MARKERS
22 LF - 4" YELLOW CENTER
(SEE DETAIL)
LANE TRAFFIC MARKERS
170 LF - 4" YELLOW CENTER
13'
SEE CITY DETAILS
CURB AND GUTTER
BEGIN MOUNTABLE
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
1120 LF - CURB AND GUTTER
420 SY - ASPHALT PAVEMENT (R)
2985 SY - ASPHALT PAVEMENT (RC)
ESTIMATED REMOVALS/REPAIRS:
RESIDENTIAL NORTH OF PAISLEY
RESIDENTIAL COLLECTOR SOUTH OF PAISLEY
STREET TYPE:
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
MACK DRIVE
MACK DRIVEDOUBLE OAK STPAISLEY ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C723-PAVE-38491.dgn8:22:41 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'MATCH LINE "B"MACK DRIVELEE DRCROSSLIN, JOHNNY
LEE MEADOWS 2 BLK D LOT 19
LEE MEADOWS 2 BLK C LOT 11
CARLEY, BOBBY R
COLTON, JEFF & JENNIFERLEE MEADOWS 2 BLK A LOT 27THAIN, MORGAN LYNNLEE MEADOWS 2 BLK A LOT 28FRESARD, LANCE T & MARK TLEE MEADOWS 2 BLK A LOT 29FRESARD, MARK T & LORIE MLEE MEADOWS 2 BLK A LOT 30FAULKNER, HELEN ELEE MEADOWS 2 BLK A LOT 31SANTIAGO, LEON-SANTAMARIALEE MEADOWS 2 BLK A LOT 32LEE MEADOWS 2 BLK A LOT 33KNOX, WENDY GMOON, JORDAN ELIZABETH
MOON, PEGGY LOU &
BLK C LOT 12
LEE MEADOWS 2
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
OUT TO
ADJUST CLEAN
ASPHALT REPAIR
495 SY
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
SEE CITY DETAILS
CURB AND GUTTER
END MOUNTABLE
1 EA - CLEAN OUT
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
265 LF - CURB AND GUTTER
495 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
SHEET 29DATE: OCTOBER 2020
MACK DRIVE
SHEET 2 OF 2
MACK DRIVELEE DR51'
48'
51'
30'
11'
47'
27'
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C724-PAVE-38491.dgn8:22:42 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
MAY STREET
HENDERSON DRPINCKNEY DRAUTUMN OAK DRSHEET 30DATE: OCTOBER 2020
MAY STREET
SHEET 1 OF 1
KERKSIECK, EDITH M
PAISLEY PLACE BLK 2 LOT 2
MCGUYER, KELLY JEAN
PAISLEY PLACE BLK 2 LOT 3
WILLIAMS, DESMOND B
PAISLEY PLACE BLK 2 LOT 4
ESPINOZA, HANNAH & DEATON, CRAIG E
PAISLEY PLACE BLK 2 LOT 5
HIGHTOWER, PAUL W
PAISLEY PLACE BLK 2 LOT 6
BERRY, LEROY, JR
PAISLEY PLACE BLK 2 LOT 7 PAISLEY PLACE BLK 2 LOT 8
STEWART, VICKI L PAISLEY PLACE BLK 2 LOT 9
WELLS, JO NELL
ARENAS, RICARDO
PAISLEY ADDN BLK 1 LOT 13
HERNANDEZ, ALFONSO & MARCELA
PAISLEY ADDN BLK 2 LOT 6
PAISLEY PLACE BLK 4 LOT 1
PUGA, SYLVIA
BALLENGER, TROY
PAISLEY PLACE BLK 3 LOT 8
SORIANO, LAURENCIO V
PAISLEY PLACE BLK 3 LOT 1
RGH VENTURES, LLC
PAISLEY PLACE BLK 1 LOT 8 27'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1560 SY
30'38'61'36'36'33'58'
28'24'55'22'104'20'
1 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
545 LF - CURB AND GUTTER
1560 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
MAY STREET
HENDERSON DRPINCKNEY DRAUTUMN OAK DRFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C725-PAVE-38491.dgn8:22:42 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
McCORMICK STREETFANNIN STEAGLE DRSHAHAN PROPERTIES LLC SHAHAN PROPERTIES LLC LHP, LLC REAMS, VANESSA REAMS, VANESSA
DARNELL ADDN BLK 1 LOT 15
CONFIDENTIAL
BERG, STEPHEN J REV MSGR DIOCESAN ADMIN OF THE CATHOLIC DIOCESE
LYBBERT RENTALS LLC 30'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
UTILITY VALVE
ADJUST UNKNOWN
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1415 SY
SHEET 31DATE: OCTOBER 2020
McCORMICK STREET
SHEET 1 OF 1
(INCLUDES AB996 TR 479)
DARNELL ADDN BLK 1 LOT 1 DARNELL ADDN BLK 1 LOT 5
DARNELL ADDN BLK 1 LOT 2-4
(INCLUDES AB996 TR 481)
DARNELL ADDN BLK 1 LOT 11 DARNELL ADDN BLK 1 LOT 12 DARNELL ADDN BLK 1 LOT 13 DARNELL ADDN BLK 1 LOT 14
51'85'33'110'
10'63'68'
(TYP.)
PAVEMENT MARKING
1 EA - CROSS WALK
PAVEMENT MARKING
1 EA - STOP BAR
20'
10'
65'
1 EA - UNKNOWN UTILITY VALVE
1 EA - SANITARY SEWER MANHOLE
3 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
515 LF - CURB AND GUTTER
1415 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
McCORMICK STREETFANNIN STEAGLE DRFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C726-PAVE-38491.dgn8:22:43 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
NORTHWOOD TERRACENORTHWOOD TERRACE
MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"N806040200
SCALE: 1"=40'CHERRYWOOD LNNORTHWOOD TERRACENORTHWOOD TERRACE30'30'30'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER ASPHALT REPAIR
1410 SY
ASPHALT REPAIR
1390 SY
GRADE
VALVE TO
ADJUST WATER TOWNSEND, LISA M & DAVID J
TRAYLOR, BRETT R & TAU A
CASTANEDA, SABRINA
TEXAS, STATE OF
A0318A WM CRENSHAW, TR 32, 27.4798 ACRES
TRAYLOR, BRETT R & TAU A GILBERT, LINNIE VANICE LIFE ESTATES CHADICK, STEVEN R & VICTORIA D G
CRESTWOOD HEIGHTS BLK B LOT 9
CROUCH, BOB A & RUBY N MANNING REAL ESTATE LLC
CRESTWOOD HEIGHTS BLK B LOT 7
SMITH, STEVEN & WENDY E
CRESTWOOD HEIGHTS BLK C LOT 18
HOGUE, JESSICA
DAVIS, JACQUELINE M
CRESTWOOD HEIGHTS BLK C LOT 16
SMITH, ZELDA
CRESTWOOD HEIGHTS BLK C LOT 15
STEWART, ALICE L
SHEET 32DATE: OCTOBER 2020
NORTHWOOD TERRACE
SHEET 1 OF 2
CRESTWOOD HEIGHTS BLK B LOT 13
CRESTWOOD HEIGHTS BLK B LOT 11(55'),12
CRESTWOOD HEIGHTS BLK C LOT 13
CRESTWOOD HEIGHTS BLK B LOT 11(55'),12 CRESTWOOD HEIGHTS BLK B LOT 10,11(N 20')CRESTWOOD HEIGHTS BLK B LOT 8
CRESTWOOD HEIGHTS BLK C LOT 14 CRESTWOOD HEIGHTS BLK C LOT 17
56'76'102'48'1'41'
136'162'13'20'14'14'20'
112'59'113'52'
21'50'149'42'
9'
50'
15 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
2 EA - SANITARY SEWER MANHOLE
3 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
15 SY - CONCRETE PAVEMENT
1360 LF - CURB AND GUTTER
2800 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:CHERRYWOOD LN
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C727-PAVE-38491.dgn8:22:44 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
NORTHWOOD TERRACENORTHWOOD TERRACE
MATCH LINE "B"N806040200
SCALE: 1"=40'GREENWOOD DRGREENWOOD DRSHEET 33DATE: OCTOBER 2020
NORTHWOOD TERRACE
SHEET 2 OF 230'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1270 SY
BARNETT, VIRGINIA A TRAN, PHUONG-UYEN D
BRYCE, LAURA & STORMY
BRYANT, FRANK R
YOWELL, GAIL GCOLEMAN, WILLIAM & SHARON
CRESTWOOD HEIGHTS BLK B LOT 5(S20'),6 CRESTWOOD HEIGHTS BLK B LOT 4(S45'),5(N55')
CRESTWOOD HEIGHTS BLK B LOT 3(ALL),4(NE 40')
CRESTWOOD HEIGHTS BLK C LOT 1,2(W 1/2)
CRESTWOOD HEIGHTS BLK C LOT 20(N 40'),21CRESTWOOD HEIGHTS BLK C LOT 19(ALL),20(S40')
61'9'43'188'
130'19'195'
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
645 LF - CURB AND GUTTER
1270 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C728-PAVE-38491.dgn8:22:46 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
ORR STREET N LOCUST STN ELM ST25'24'29'GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
905 SY
SHEET 34DATE: OCTOBER 2020
ORR STREET
SHEET 1 OF 1
NTX REAL ESTATE LLC
A0186A BBB & CRR, TR 45,46, .8869 ACRES
ARAB, SALMAN
A0186A BBB & CRR, TR 44, .46 ACRES
W & W COMMERCIAL REAL ESTATE LTD
A0811A N. H. MEISENHEIMER, TR 116-118, .697 ACRES
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
90 LF - CURB AND GUTTER
905 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
ORR STREET N LOCUST STN ELM ST25'65'
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C729-PAVE-38491.dgn8:22:47 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"PANHANDLE STREETPANHANDLE STREET
PANHANDLE STREETPANHANDLE STREETAILEEN STCROW STGOBER STSHEET 35DATE: OCTOBER 2020
PANHANDLE STREET
SHEET 1 OF 2
RULE, JASON M & MELINDA M
DICUS LOT 3 SLATER DEV INC ABNER, DIANE L
DICUS LOT 5
LIGHT RAIN INVESTMENTS INC CROMER, JOHN D SANTILLAN, DELAIT ETAL
DICUS LOT 9
O'TOOLE, ERIN M & CHARLES A VOELLINGER ALLYWAY REAL ESTATE LTD
DICUS LOT 21
OBLEK, SHANDRA
SIRIJIRAPATANA, RATANA
TAMPRATEEP, NUMCHAI &
ZHON, QINAN & BETTY WONG
DICUS LOT 10
CARRIERE, ALAN G & JANICE K HUTTASH, ROBIN ANN
DICUS LOT 12 MAXIE LLC CARTER, CODY WAYNE WISNIE, PETER & LISA
OBLEK, SHANDRA
MORRIS, BILLY JOHN, SR
MORRIS, BILLY JOHN, SR
ESTATE & MICHALEWICZ, HARRY
MICHALEWICZ, ALICE W/LIFE 37'37'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
GRADE (3)
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1815 SY
ASPHALT REPAIR
1845 SY
DICUS LOT 22
DICUS LOT 20
DICUS LOT 4 DICUS LOT 6 DICUS LOT 7 DICUS LOT 8
WRIGHT ADDN BLK 3 LOT 1(W50' OF S67')
DICUS LOT 23(ALL),24(W25')
DICUS LOT 22
DICUS LOT 11
DICUS LOT 13 DICUS LOT 14 DICUS LOT 15 DICUS LOT 16
N 806040200
SCALE: 1"=40'
74'44'43'45'45'44'38'
220'193'
4'
35'
47'47'14'40'43'36'42'42'
187'79'58'
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
2 EA - SANITARY SEWER MANHOLE
4 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1420 LF - CURB AND GUTTER
3660 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:AILEEN STCROW STGOBER ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C730-PAVE-38491.dgn8:22:48 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'MATCH LINE "B"PANHANDLE STREETPANHANDLE STREETMALONE STMALONE ST37'GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
530 SY
JH SELECT PROPERTIES LLC FLORES, IRENE
BURKE, PATRICK MICHAEL
SHRADER, JOHN B III & LESLIE C CULLOM, MARY L
HIGH SCHOOL ADDN BLK 22 LOT 2
EARHART, JOHN D VANCE, MICHAEL D
SHEET 36DATE: OCTOBER 2020
PANHANDLE STREET
SHEET 2 OF 2
DICUS LOT 17 DICUS LOT 18 HIGH SCHOOL ADDN BLK 23 LOT 12 HIGH SCHOOL ADDN BLK 23 LOT 13
HIGH SCHOOL ADDN BLK 22 LOT 1
DICUS LOT 24 (E150')
6'22'10'
11'61'
45'
25'
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
180 LF - CURB AND GUTTER
530 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL COLLECTOR
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C731-PAVE-38491.dgn8:22:49 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'
PONDER AVENUEBROADWAY STLINDEN DRSHEET 37DATE: OCTOBER 2020
PONDER AVENUE
SHEET 1 OF 140'GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1390 SY
BARBEREE, MICHELLE L
HIGH SCHOOL ADDN BLK 32 LOT 11 BUTLER, RONALD V
HIGH SCHOOL ADDN BLK 32 LOT 22
PORTER, MARK & EMILY HARTDEGENMCFARLING, BRANDON HIGH SCHOOL ADDN BLK 33 LOT 5HIGH SCHOOL ADDN BLK 33 LOT 1
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
495 LF - CURB AND GUTTER
1390 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
PONDER AVENUEBROADWAY STLINDEN DR105'59'85'
74'110'62'
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C732-PAVE-38491.dgn8:22:51 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
QUAIL RIDGE DRIVEQUAIL RIDGE DRIVE
MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"COOPER BRANCH EQUAIL RIDGE DRIVEQUAIL RIDGE DRIVE
HAYS, JERALD A
CAMPBELL, JR
KINGSTON TRACE SEC 4 BLK F LOT 3
CLEMENTS-SKELTON COMPANY, LLC
KINGSTON TRACE SEC 4 BLK F LOT 4
ELLIS, PAMELA A
KINGSTON TRACE SEC 4 BLK F LOT 5
MARTINEZ, FELICIANA
BINNION, DANA SUEILLY, ETIENNE A & DANA L
KINGSTON TRACE SEC 4 BLK G LOT 4
MCCOLLUM, ROBBIE L
KINGSTON TRACE SEC 4 BLK G LOT 3
WALLACE, SUSAN M
DEWBRE, BILLY G & RHONDA D
KINGSTON TRACE SEC 4 BLK G LOT 1
GRIFFITH, ROBERT S & KIMBERLY A
KINGSTON TRACE SEC 4 BLK F LOT 7
ESPINDOLA, MARTHA E
KINGSTON TRACE SEC 4 BLK F LOT 8
CHASE, DEBORAH
KINGSTON TRACE SEC 4 BLK F LOT 10
ROBERTS, RONNIE L ETAL
KINGSTON TRACE SEC 4 BLK F LOT 11
SERIES 3KINGSTON TRACE SEC 4 BLK F LOT 12PHILLIPS, STEVEN E & WINONA A
KINGSTON TRACE SEC 4 BLK G LOT 6
BENT GATE PROPERTIES LLC
KINGSTON TRACE SEC 4 BLK G LOT 7
WHITING, TERRI J
KINGSTON TRACE SEC 4 BLK G LOT 8
DROMGOOLE, LAURA & RYAN
KINGSTON TRACE SEC 4 BLK G LOT 9
ABIGAIL & TOVAR, JAIME
TOVAR, RICARDO & RAZO-TOVAR,
JEREMY WAYNE
HARVEY, ERRYN RENEE & 27'27'GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE (2)
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1295 SY
ASPHALT REPAIR
1045 SY
SHEET 38DATE: OCTOBER 2020
QUAIL RIDGE DRIVE
SHEET 1 OF 2
KINGSTON TRACE SEC 4 BLK F LOT 1 KINGSTON TRACE SEC 4 BLK F LOT 2
KINGSTON TRACE SEC 4 BLK F LOT 6
KINGSTON TRACE SEC 4 BLK G LOT 2
KINGSTON TRACE SEC 4 BLK G LOT 5
KINGSTON TRACE SEC 4 BLK F LOT 9
N
806040200
SCALE: 1"=40'
10'
77'
35'35'
56'
42'21'
73'
20'
33'43'45'26'
56'46'42'26'
4'
28'
25'5'
20'21'
51'
5
5'
45'
4 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
940 LF - CURB AND GUTTER
2340 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:COOPER BRANCH E
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C733-PAVE-38491.dgn8:22:52 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'MATCH LINE "B"QUAIL RIDGE DRIVE
LA PALOMA DR27'ASPHALT REPAIR
1435 SY
GRADE
VALVE TO
ADJUST WATER
SHEET 39DATE: OCTOBER 2020
QUAIL RIDGE DRIVE
SHEET 2 OF 2
MILLER, SHARLA S
KIN
G
S
T
O
N
T
R
A
C
E S
E
C 4
B
L
K
F
L
O
T 12
S
E
RIES 3
CHRISTIAN, BARBARA SPRINGER, CANDICE C
KINGSTON TRACE SEC 4 BLK F LOT 15
RENO, JOHN R
KINGSTON TRACE SEC 4 BLK F LOT 16
ESCALANTE, SAMUEL I & GOODMAN, CARA A
BARHAM, JAMES M
KINGSTON TRACE SEC 4 BLK G LOT 13HANNA, CARLTON
KINGSTON TRACE SEC 4 BLK G LOT 12
SERIES 19
KINGSTON TRACE SEC 4 BLK G LOT 11DILLON, ROBERT M & CORINNE
KINGSTON TRACE SEC 4 BLK G LOT 10
KINGSTON TRACE SEC 4 BLK F LOT 13 KINGSTON TRACE SEC 4 BLK F LOT 14 KINGSTON TRACE SEC 4 BLK F LOT 17
3
0'
23'
30'
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
455 LF - CURB AND GUTTER
1435 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
QUAIL RIDGE DRIVE
LA PALOMA DR32'
34'
9'
35'61'47'
22'78'
9'
12'15'18'FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C734-PAVE-38491.dgn8:22:53 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
ROBERTS STREETROBERTS STREETBROWN DRBROWN DRBROWN DRSHEET 40DATE: OCTOBER 2020
ROBERTS STREET
SHEET 1 OF 1
ASPHALT REPAIR
1290 SY
SEE BROWN DRIVE27'
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
KOKOJAN, TERESA A
BROWNWOOD BLK B LOT 1
CARPENTER, JOHN W
BROWNWOOD BLK F LOT 1
CARPENTER, JOHN W
BROWNWOOD BLK F LOT 2
INSIDE THE LINES LLC
BROWNWOOD BLK F LOT 3
BRADETICH, JUDITH R
HERITAGE ADDITION BLK 1 LOT 9
KLEIN, BETHANY L
BROWNWOOD BLK D LOT 1
CORLEY, STEPHANIE J & DOOLEY, CHRISTOPHER P
BROWNWOOD BLK C LOT 6
MARKS, ANTHONY J & FRANKLIN D EARLY JR
CROFT, RICHARD D
BROWNWOOD BLK C LOT 3
BROWNWOOD BLK C LOT 4,5
90'
47'22'45'17'4'31'
8'
7'
77'
45'
10'
12'
4 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
415 LF - CURB AND GUTTER
1290 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:BROWN DRFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C735-PAVE-38491.dgn8:22:54 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020 N806040200
SCALE: 1"=40'WHITNEY COURTWHITNEY COURTSAVANNAH
TRA
IL
LONGRIDGE DRSHEET 41DATE: OCTOBER 2020
SAVANNAH TRAIL AND WHITNEY COURT
SHEET 1 OF 1
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
1100 SY
2
7'27'26'
ASPHALT REPAIR
575 SY
MELTON, MICHAEL T & KAY L
WHITNEY PARK ADDN BLK A LOT 6 PARR, ROBERT
WHITNEY PARK ADDN BLK A LOT 5
ELDRIDGE, EDGAR
WHITNEY PARK ADDN BLK A LOT 4
HUSBANDS, CATHERINE L & MICHAEL L
WHITNEY PARK ADDN BLK A LOT 3
WAWRO, WILLIAM & JANENE P
WHITNEY PARK ADDN BLK A LOT 2
BELTRAN, JAMES W & JUDITH J
WHITNEY PARK ADDN BLK A LOT 1
DANE, SHIRLEY
WHITNEY PARK ADDN BLK A LOT 24
BOYDSTON, SCOTT L & ROBIN R
WHITNEY PARK ADDN BLK A LOT 23
BOUGHTON, DAVID A & ANNIE K
WHITNEY PARK ADDN BLK A LOT 21A
ANDERSON, RICHARD
WHITNEY PARK ADDN BLK A LOT 20
MCBEE, MARILYN S LIVING TRUST, MCBEE, MARILYN S TRUSTEE
WHITNEY PARK ADDN BLK A LOT 19
WARD, RONALD G & CINDY JO
WHITNEY PARK ADDN BLK A LOT 18
ROOKS, ERIN BROOKE & HIRAM CONAN
WHITNEY PARK ADDN BLK A LOT 17THOMAS, LARRY LWHITNEY PARK ADDN BLK A LOT 16WATSON, MARGO L
BLACK, SUSAN
BLK A LOT 12
WHITNEY PARK ADDN
MARGARITA DELCARMEN
VENJOHN, DANIEL JOHN &
ADDN BLK A LOT 11
WHITNEY PARK
BLK A LOT 7
WHITNEY PARK ADDN
STREET PAY LIMIT
RT HANNAVAS
TC YENTIHW
ASPHALT REPAIR
890 SY
22 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
27'
66'
20'
35'
51'
99'
10'
44'18'35'25'21'27'15'10'18'43'
4'27'16'20'
25'51'32'70'
41'65'
3'66'
21'
15'
25'
13 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
7 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
VALVE TO GRADE (2)
ADJUST WATER
2 EA - WATER VALVE
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
35 SY - CONCRETE PAVEMENT
695 LF - CURB AND GUTTER
1675 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(SAVANNAH TR)
SUMMARY OF IMPROVEMENTS:
1 EA - SANITARY SEWER MANHOLE
ADJUSTMENTS TO GRADE:
7 SY - CONCRETE PAVEMENT
350 LF - CURB AND GUTTER
890 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(WHITNEY CT)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
SAVANNAH
TRA
IL LONGRIDGE DRFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C736-PAVE-38491.dgn8:22:55 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
SANDY CREEK DRIVE
ANGELINA BEND DR
SEE ANGELINA BEND DRIVE
31'32'32'
BARRETT, BARBARA H
TOWNSHIP 2 PH 1 BLK D LOT 1
ROBINSON, GARY M & GARRISON, KIMBERLY
TOWNSHIP 2 PH 1 BLK C LOT 3
MASSEY, L KATHRYNE D HOLLIMAN, JEAN
TOWNSHIP 2 PH 1 BLK C LOT 5 ALEXANDER, JIMMY R MILLER, JEFFREY J TRUST
TOWNSHIP 2 PH 1 BLK C LOT 7
CRAMER, BARBARA J TR WORMY DOG
TOWNSHIP 2 PH 1 BLK C LOT 9
BRUCE, HARLAN G, JR
TOWNSHIP 2 PH 1 BLK C LOT 10
MEINECKE, JON M
UNDERDAHL, JULIETOWNSHIP 2 PH 1 BLK D LOT 11LANE, EDDIE
PHIPPS, GRAHAM H & ROBYN L LEE
TOWNSHIP 2 PH 1 BLK D LOT 15
SCOTT, RANDAL W & KIMBERLY A SARRETT, ASHLYNN & ASATOWNSHIP 2 PH 1 BLK D LOT 13
ASPHALT REPAIR
2955 SY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
OUT TO
ADJUST CLEAN 31'SHEET 42DATE: OCTOBER 2020
SANDY CREEK DRIVE
SHEET 1 OF 1
TOWNSHIP 2 PH 1 BLK D LOT 16
TOWNSHIP 2 PH 1 BLK D LOT 14
TOWNSHIP 2 PH 1 BLK D LOT 12
TOWNSHIP 2 PH 1 BLK C LOT 8TOWNSHIP 2 PH 1 BLK C LOT 6 TOWNSHIP 2 PH 1 BLK C LOT 4
GRADE
VALVE TO
ADJUST WATER MATCH LINE "A"MATCH LINE "A"LYONS, SUZANNE M TR LYONS LIVING TRUST
TOWNSHIP 2 PH 1 BLK C LOT 11 WILLIAMS, DEBRA S
STEELE, GARY E & LEJEAN
UNDERDAHL, JULIE
TOWNSHIP 2 PH 1 BLK D LOT 11
SNIDER, PAUL E
TOWNSHIP 2 PH 1 BLK D LOT 10
TOWNSHIP 2 PH 1 BLK C LOT 13
TOWNSHIP 2 PH 1 BLK C LOT 12
28 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
ANGE
LI
NA BE
ND DRSEE ANGELINA BEND DRIVE
13 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
PAVEMENT
CONCRETE
12 SY
REPLACE
REMOVE AND
14 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
14 SY CONCRETE PAVEMENT
REMOVE AND REPLACE
ASPHALT REPAIR
1080 SY
4'
7'
50'
54'1'
76'
103'
62'
72'
30'
96'38'
30'
16'70'
82'95'
53'
39'39'
76'44'74'
35'
58'
34'
59'41'28'
4
1'22'1'9'
8'
8'
60'
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
SANDY CREEK DRIVE
1 EA - CLEAN OUT
MANHOLE
3 EA - SANITARY SEWER
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
81 SY - CONCRETE PAVEMENT
1615 LF - CURB AND GUTTER
4035 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
SANDY CREEK DRIVE
ANGELINA BEND DR
ANGE
LI
NA BE
ND DRSANDY CREEK DRIVE
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C737-PAVE-38491.dgn8:22:57 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
W SYCAMORE STREET
MATCH LINE "A"MATCH LINE "A"MATCH LINE "B"W SYCAMORE STREETS WELCH STSHEET 43DATE: OCTOBER 2020
W SYCAMORE STREET
SHEET 1 OF 326'26'GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
ASPHALT REPAIR
1220 SY
ASPHALT REPAIR
1205 SY
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 2 LOT 1-4
TEXAS, STATE OF
COLLEGE BLK 3 LOT 2 3/338///E PUCHALSKI SUR AB 996UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 3 LOT 1,3-8
UNIVERSITY OF NORTH TEXAS
COLLEGE BLK 3 LOT 1,3-8
CCI INV LTD ISLAM, NASER UNIVERSITY OF NORTH TEXAS
BOBBY MORRIS ADDN BLK 1 LOT 1
UNIVERSITY OF NORTH TEXAS UNIVERSITY OF NORTH TEXAS UNIVERSITY OF NORTH TEXAS UNIVERSITY OF NORTH TEXAS
DSL PARTNERS LTD
COLLEGE BLK 3 LOT 9
DSL PARTNERS LTD
TRAPP-WAKEFIELD ADDN BLK 1 LOT 1 ACRES .524 UNIVERSITY OF NORTH TEXAS UNIVERSITY OF NORTH TEXAS
UNIVERSITY OF NORTH TEXAS TEXAS
UNIVERSITY OF NORTH
.206
BLK 1 LOT 1 ACRES
GLASSCOCK ADDN
418, .207 ACRES
A0996A E. PUCHALSKI, TR
.207 ACRES
A0996A E. PUCHALSKI, TR 420,
.207 ACRES
A0996A E. PUCHALSKI, TR 421,
.15 ACRES
A0996A E. PUCHALSKI, TR 422,
.195 ACRES
A0996A E. PUCHALSKI, TR 423,424,
.157 ACRES
A0996A E. PUCHALSKI, TR 426,
.284 ACRES
TR 425,
A0996A E. PUCHALSKI,
.236 ACRES
A0996A E. PUCHALSKI, TR 427,A0996A E. PUCHALSKI, TR 428, .375 ACRES
PAVEMENT MARKING
1 EA - STOP BAR
(TYP.)
TO BE REPLACED
PAVEMENT MARKING
(TYP.)
TO BE REPLACED
PAVEMENT MARKING
60'139'56'11'
10'227'73'
19'
48'
11'45'
22'54'140'
175'50'
3 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1 LS - PAVEMENT MARKING
1140 LF - CURB AND GUTTER
2425 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
W SYCAMORE STREET
W SYCAMORE STREETS WELCH ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C738-PAVE-38491.dgn8:22:59 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'
W SYCAMORE STREET
MATCH LINE "B"MATCH LINE "C"MATCH LINE "C"MATCH LINE "D"BERNARD ST26'TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
GRADE
VALVE TO
ADJUST WATER
GRADE (2)
VALVE TO
ADJUST WATER
W SYCAMORE STREET26'SHEET 44DATE: OCTOBER 2020
W SYCAMORE STREET
SHEET 2 OF 3
ASPHALT REPAIR
1320 SY
ASPHALT REPAIR
1170 SY
MSGS-C, LTD HALL, EDWARD M & LINDA TOUTANT TR LIVING TRUST HUANG, MING L & ONG, MIN-CHUN L GRAND FAMILY HOLDINGS OF DENTON LLC KERN+3 LLC
GMSS INC SAGL LLC SCOTT, RAEGAN A E & PATRICK N DERUSHA, WILL RUSSELL, BENNY R & BARBARA A
LEWIS, NANCY E
86,87, 1.5725 ACRES
A0759A WM LOVING, TR
.245 ACRES
A0759A WM LOVING, TR 50,
21, .19 ACRES
A0925A MEP & PRR, TR A0925A MEP & PRR, TR 20, .33 ACRES
.2621 ACRES
A0925A MEP & PRR, TR 19, A0925A MEP & PRR, TR 18, .27 ACRESA0925A MEP & PRR, TR 16, .311 ACRES
A0925A MEP & PRR, TR 15, .26 ACRES A0925A MEP & PRR, TR 13, .37 ACRES A0925A MEP & PRR, TR 12, .35 ACRES A0925A MEP & PRR, TR 11, .282 ACRES
83'77'87'75'
26'4'175'38'67'
44'12'35'19'37'
81'52'
3'
200'
100'
A0759A WM LOVING, TR 51, .2 ACRES
CCI INV LTD
A0759A WM LOVING, TR 52, .26 ACRES
COLE IRWIN INV LTD
MULBERRY ADDN BLK 1 LOT 1(S PT)
LIN, MIN C
A0759A WM LOVING, TR 55, .36 ACRES
LANE, EDDIE
A0759A WM LOVING, TR 57, .206 ACRES
AUDAX CM, LLC
LEWIS, NANCY E
A0759A WM LOVING, TR 86,87, 1.5725 ACRES
JUDY & JAIME INC
CHANG, MING HU
A0759A WM LOVING, TR 82, .69 ACRES
A0759A WM LOVING, TR 84,85, 1.4348 ACRES
711 SYCAMORE LLC
GREGORY ALLEN
MCCLENDON, SONIA A & MCCLENDON,
58, .409 ACRES
A0759A WM LOVING, TR
83
SSMG ADDN BLK 1 LOT 1 ACRES 0.6826 WAS AB 759 TR
3 EA - SANITARY SEWER MANHOLE
4 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1215 LF - CURB AND GUTTER
2490 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
W SYCAMORE STREETBERNARD STW SYCAMORE STREET
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C739-PAVE-38491.dgn8:23:00 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
W SYCAMORE STREET
MATCH LINE "D"CARROLL BLVD26'GRADE
VALVE TO
ADJUST WATER
GRADE
MANHOLE TO
ADJUST UNKNOWN
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
SHEET 45DATE: OCTOBER 2020
W SYCAMORE STREET
SHEET 3 OF 3
ASPHALT REPAIR
1215 SY
AUDAX CM, LLC
A0759A WM LOVING, TR 58, .409 ACRES
CORUM, AARON SCOTT
CORUM ADDITION BLK A LOT 1
CARRICO, MARLA K TRUST
A0759A WM LOVING, TR 62, .22 ACRES
STOCKARD, JOSEPH E & MARY F
A0759A WM LOVING, TR 65, .17 ACRES A0759A WM LOVING, TR 66, .29 ACRES
HARRISON, WILLARD, JR
NEEPER REAL ESTATE LLC
A0759A WM LOVING, TR 71, .11 ACRES
CONFIDENTIAL
DAVENPORT, W DAVIDMCGEHEE, LARRY D & KIMBERLYMINASSIAN, ARA A
A0759A WM LOVING, TR 75, .181 ACRESWESTIN PLACE LTD P/S
HAYWOOD ADDN BLK 1 LOT 1
.1173 ACRES
A0759A WM LOVING, TR 72,
.13 ACRES
A0759A WM LOVING, TR 73,
.119 ACRES
A0759A WM LOVING, TR 74,
62'
32'
43'
2'
123'49'16'
15'49'58'26'50'
1 EA - UNKNOWN MANHOLE
1 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
525 LF - CURB AND GUTTER
1215 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
W SYCAMORE STREET CARROLL BLVDFULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C740-PAVE-38491.dgn8:23:02 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
N
806040200
SCALE: 1"=40'MATCH LINE "A"MATCH LINE "A"WAYNE STBOYD STBOYD STSNYDER STMOZINGO STWAYNE ST 31'31'SHEET 46DATE: OCTOBER 2020
WAYNE STREET
SHEET 1 OF 1
LEE, OTIS L GRAHAM, PATRICIA A
MOZINGO ADDN BLK 3 LOT 14
PEREZ, MIGUEL & DEFINN, MATILDE BOSTIC, ALTON LAWRENCE PEREZ, MARIO R DOTSON PROPERTIES LLC
MOZINGO ADDN BLK 5 LOT 16
PERCHES, NICOLAS R
MOZINGO ADDN BLK 7 LOT 5
SAN MIGUEL, ROGELIO & ROSALVA
ALCANTAR, FRANCISCOSALINAS, RUBEN & NANCY
MOZINGO ADDN BLK 7 LOT 1
DOTSON PROPERTIES LLCMOZINGO ADDN BLK 1 LOT 11EXEMPT TR
KAYLIN KELSOE CO-TR KELSOE PROP
KELSOE, JOHN KEVIN & FARMER,
VENNER, DEBORAH E CARRICO, MARLA K TRUST MORALES, AMOS & NELLIE B LIVING TRUST
CAMPUZANO, JULIO CJAMES, CATHY SIMPKINS
GRADE
VALVE TO
ADJUST WATER
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
ASPHALT REPAIR
820 SY
ASPHALT REPAIR
1795 SY
MOZINGO ADDN BLK 7 LOT 2 MOZINGO ADDN BLK 7 LOT 3
MOZINGO ADDN BLK 7 LOT 4
MOZINGO ADDN BLK 7 LOT 7MOZINGO ADDN BLK 7 LOT 6
MOZINGO ADDN BLK 5 LOT 13MOZINGO ADDN BLK 5 LOT 14MOZINGO ADDN BLK 5 LOT 15
MOZINGO ADDN BLK 2 LOT 9 MOZINGO ADDN BLK 3 LOT 13 MOZINGO ADDN BLK 3 LOT 12 MOZINGO ADDN BLK 3 LOT 11
47'9'42'46'48'44'12'28'
43'62'62'62'16'125'
19'
16'190'
51'41'47'
3 EA - SANITARY SEWER MANHOLE
1 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
1010 LF - CURB AND GUTTER
2615 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
WAYNE STBOYD STBOYD STSNYDER STMOZINGO STWAYNE ST
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C741-PAVE-38491.dgn8:23:03 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
N
806040200
SCALE: 1"=40'
WOODLAND STREET
B
R
OWN DR
LNCHERRYWOOD 29'37'32'GRADE
VALVE TO
ADJUST WATER
SEE BROWN DRIVE
SHEET 47DATE: OCTOBER 2020
WOODLAND STREET
SHEET 1 OF 1
TEXAS, STATE OF
A0318A WM CRENSHAW, TR 32, 27.4798 ACRES
BROWNWOOD BLK D LOT 15
REYNOLDS, GERARD M
BROWNWOOD BLK D LOT 14
SLATER DEV INC LEVISAY, BILLY J
BROWNWOOD BLK D LOT 13
MAXIE LLC
BROWNWOOD BLK D LOT 12
CONFIDENTIAL
BROWNWOOD BLK D LOT 11
NEBLETT, MIKE
BROWNWOOD BLK D LOT 10
CARPENTER, JOHN W
BROWNWOOD BLK D LOT 9
ASPHALT REPAIR
1805 SY
TO GRADE
SEWER MANHOLE
ADJUST SANITARY
GRADE
VALVE TO
ADJUST WATER
26'61'59'55'53'53'39'49'
REMAIN
GUTTER TO
VALLEY
CONCRETE
1 EA - SANITARY SEWER MANHOLE
2 EA - WATER VALVE
ADJUSTMENTS TO GRADE:
395 LF - CURB AND GUTTER
1805 SY - ASPHALT PAVEMENT
ESTIMATED REMOVALS/REPAIRS:
STREET TYPE: RESIDENTIAL
(THIS SHEET)
SUMMARY OF IMPROVEMENTS:
CONTRACTOR'S EXPENSE.
SIDEWALK. ANY DAMAGE SHALL BE REPAIRED AT THE
SECTIONS, CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
5. WHERE SIDEWALKS ARE ADJACENT TO CURB AND GUTTER REPLACEMENT
PROPER TIE-INS AND TO FACILITATE PROPER DRAINAGE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADES FOR
BY THE USE OF FIELD INVESTIGATION AND AERIAL IMAGERY.
3. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT LIMITS ESTABLISHED
OF WORK.
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE HORIZONTAL
SUE OR SURVEY WAS CONDUCTED TO VERIFY EXISTING UTILITY LOCATIONS.
UPON FIELD INVESTIGATION AND AERIAL IMAGERY. NO
2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED
AT A COST SUBSIDIARY TO THE PROJECT.
ALONG ASPHALT REPLACEMENT LIMITS TO PROVIDE A SMOOTH EDGE
1. CONCRETE DRIVEWAY APPROACHES TO REMAIN SHALL BE SAWCUT
NOTES:
WOODLAND STREETBROWN DRLNCHERRYWOOD FULL DEPTH
REPLACE ASPHALT
SAWCUT, REMOVE AND
ASPHALT LIMITS
GIS PROPERTY LINES
CURB AND GUTTER
ADJUSTMENT TO GRADE
WATER VALVE
TO GRADE
MANHOLE ADJUSTMENT
SANITARY SEWER
EXIST. SANITARY SEWER
EXIST. STORM DRAIN
EXIST. MANHOLE/CLEANOUT
CONCRETE LIMITS
CONCRETE
REMOVE AND REPLACE
LEGEND
SHEET 48DATE: OCTOBER 2020
EXISTING FLEXIBLE PAVEMENT
JUNCTURE OF NEW FLEXIBLE AND
PAVEMENT CONNECTION DETAILS
CONCRETE HEADER DETAIL
DENSITY (ASTM D 1557) (DEPTH VARIES, SEE PLANS)
LEAST 100% OF MAXIMUM COURSE LABORATORY
AGGREGATE-BASE COURSE COMPACTED TO AT
(ASTM D 1557) (DEPTH VARIES, SEE PLANS)
OF MAXIMUM COURSE LABORATORY DENSITY
SUBGRADE COURSE COMPACTED TO AT LEAST 95%
(ASTM D 1557) (DEPTH VARIES, SEE PLANS)
OF MAXIMUM COURSE LABORATORY DENSITY
SUBGRADE COURSE COMPACTED TO AT LEAST 95%
(ASTM D 1557) (DEPTH VARIES, SEE PLANS)
MAXIMUM COURSE LABORATORY DENSITY
RAW SUBGRADE COMPACTED TO AT LEAST 90% OF
N.T.S.
SEE PLANS)
COURSE (DEPTH VARIES,
HOT-MIX SURFACE
REMOVE EXISTING
INITIAL SAW CUT BITUMINOUS PAVEMENT
EDGE OF EXISTING
PAVING OPERATION
JUST PRIOR TO
SECOND SAW CUT
PAVEMENT
BITUMINOUS
EXISTING
PAVEMENT
UNDERLYING
EXISTING
MATERIAL
REMOVE EXISTING
12"
TACKCOAT
PRIME COAT/
2'-0"
12"
TACK COAT
THICKENED EDGE1.25TH(MATCH EXISTING PAVEMENT)
NEW HOT MIX SURFACE COURSE
40"
(TYP.)
3" MAX.H/4 1"3
3
N.T.S.
1
2
2
3
2
1
PAVEMENT NOTES BY SYMBOL
PER PLANS
EDGE OF BITUMINOUS PAVEMENT
24"
PAVEMENT
BITUMINOUS
(0.06% MIN. E.W.)
REINFORCEMENT
SEE TYPICAL SECTIONS)
6" RAW SUBGRADE (DEPTH & DENSITY VARIES,
SEE TYPICAL SECTIONS)
AGGREGATE BASE COURSE (DEPTH VARIES,
SEE TYPICAL SECTIONS)
PORTLAND CEMENT CONCRETE (DEPTH VARIES, HALFFI:\38000s\38491\001\CADD\SheetsFTW\C901-DET-38491.dgn8:23:04 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
SHEET 49DATE: OCTOBER 2020
TRAFFIC CONTROL DETAILS
DN:CK:DW:CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
C TxDOT
of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT
FILE:DATE:Standard
Division
Operations
TrafficX30'Min.50' Min.R1-2aP
48" X 48"Work Space150' Min.BWork SpaceB20' spacingDevices at100' Max.24" X 18"100'200'
X
X
X
CW20-4D
48" X 48"
48" X 48"
CW20-1D
See note 1)
(Flags-
48" X 24"
G20-2
20' spacing
Devices at
100' Approx.30'Min..niM '05150' Min.
48" X 48"
(See note 2)
(See note 2)
(See note 2)XXX
CW20-4D
48" X 48"
48" X 48"
CW20-1D
See note 1)
(Flags-
48" X 24"
G20-2
TCP (1-2b)
ONE LANE TWO-WAY
X
48" X 36"
42" X 42 " X 42"
Same as Below
in Opposite Direction
Warning Sign Sequence
CW20-4D
48" X 48"
48" X 48"
CW20-1D
See note 1)
(Flags-
48" X 36"
R1-2aP
42" X 42 " X 42"
R1-2
15'XXXTCP (1-2a)
(See note 8)
(See note 8)
ONE LANE TWO-WAY
TCP (1-2a)
TCP (1-2b)
48" X 24"
G20-2
lights.(See notes 5 & 6)
oscillating or strobe
rotating, flashing,
TMA and high intensity
Shadow Vehicle with20' spacingDevices at100' Approx.MOBILE DURATION
SHORT
from traveled way
separate work space
Channelizing devices
CONTROL WITH YIELD SIGNS
(Less than 2000 ADT - See note 7)CONTROL WITH FLAGGERS
at night
illuminated
shall be
flagger stations
emergencies,
Except in
at night
illuminated
shall be
flagger stations
emergencies,
Except in
GENERAL NOTES
Conventional Roads Only*
**
2
***
75 750'825'
150'
205'
265'
450'
500'
550'
600'
165'
225'
295'
495'
550'
605'
660'
650'715'
700'770'
30
35
40
45
50
55
60
65
70
60
WSL=
Posted
Speed
Offset
11'
Offset
10'
Formula
L=WS
(See notes 5 & 6)
or strobe lights.
oscillating
flashing,
intensity rotating,
with TMA and high
Shadow Vehicle
R1-2
48" X 48"
CW3-4
(See note 2)
CW20-7
48" X 48"
CW16-2P
CW20-7
48" X 48"
24" X 18"
CW16-2P
CW3-4
CW3-2
TERM STATIONARY
INTERMEDIATE
STATIONARY
LONG TERM
STATIONARY
SHORT TERM
Type 3 Barricade
Heavy Work Vehicle
Channelizing Devices
Flag
LEGEND
Flagger
Sign
Message Sign (PCMS)
Portable Changeable
Flashing Arrow Board
Trailer Mounted
M
Traffic Flow
Attenuator (TMA)
Truck Mounted
TYPICAL USAGE
L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH)
Taper lengths have been rounded off.
720'
900'75'900'540'
90'
120'
155'
195'
240'
295'
350'
410'
475'
60'
70'
80'
90'
100'
110'
120'
130'
140'
150'
120'
160'
240'
320'
400'
500'
700'
600'
800'
30'
35'
40'
45'
50'
55'
60'
65'
70'
180'
320'
600'
660'
780'
245'
540'
840'
"B"
Buffer Space
Longitudinal
Suggested
Tangent
On a
Taper
On a12'
Offset
Taper Lengths
Desirable
Minimum
Devices
Channelizing
Spacing of
Suggested Maximum
Spacing
Sign
Minimum
Distance
"X"Distance
Sight
Stopping
200'
250'
305'
360'
425'
495'
570'
645'
730'
820'
limited to emergency situations.
13. Flaggers should use 24" STOP/SLOW paddles to control traffic. Flags should be
traffic and approved by the Engineer.
12. Channelizing devices on the center-line may be omitted when a pilot car is leading
and a queue of stopped vehicles (see table above).
should be increased in order to maintain adequate stopping sight distance to the flagger
11. If the work space is located near a horizontal or vertical curve, the buffer distances
10. Length of work space should be based on the ability of flaggers to communicate.
9. Flaggers should use two-way radios or other methods of communication to control traffic.
at a 7 foot minimum mounting height.
8. R1-2 "YIELD" sign with R1-2aP "TO ONCOMING TRAFFIC" plaque shall be placed on a support
spaces should be no longer than 400 feet.
than one half city block. In rural areas on roadways with less than 2000 ADT, work
adequate sight distance. For projects in urban areas, work spaces should be no longer
7. R1-2 "YIELD" sign traffic control may be used on projects with approaches that have
those shown in order to protect wider work spaces.
6. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to
may be substituted for the Shadow Vehicle and TMA.
the traffic control to remain in place, Type 3 Barricades or other channelizing devices
quality of the work. If workers are no longer present but road or work conditions require
in advance of the area of crew exposure without adversely affecting the performance or
5. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet
used if advance warning ahead of the flagger or R1-2 "YIELD" sign is less than 1500 feet.
4. Sign spacing may be increased or an additional CW20-1D "ROAD WORK AHEAD" sign may be
ROAD AHEAD" sign, but proper sign spacing shall be maintained.
3. The CW3-4 "BE PREPARED TO STOP" sign may be installed after the CW20-4D "ONE LANE
maintenance work, when approved by the Engineer.
triangle symbol may be omitted when stated elsewhere in the plans, or for routine
2. All traffic control devices illustrated are REQUIRED, except those denoted with the
1. Flags attached to signs where shown are REQUIRED.
TRAFFIC CONTROL
ONE-LANE TWO-WAY
TRAFFIC CONTROL PLAN
2-12
4-90
2-94
1-97
4-98
152
2-18
tcp1-2-18.dgn
December 1985
TCP(1-2)-1820' spacingDevices at100' Max.HALFFI:\38000s\38491\001\CADD\SheetsFTW\C902-DET-38491.dgn8:23:04 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
SHEET 50DATE: OCTOBER 2020
PAVEMENT MARKING DETAILS
30'10'
L=
WS
60
2
Formula
L=WS
*
Pavement Edge
3" min.-4" max.
10" min.-12" max.
3" min.-4" max.
STOP LINES
Solid White
Width: 12" min.
24" max.
EDGE LINE
4" Solid White
CENTERLINE *
Length: 10'
Gap: 30'
* OPTIONAL
on approaches to
intersections
(500' min.)
30' max.
4' min.
30' max.
4' min.
8-95
4" Yellow Centerline
Edge Line
4" White
Yellow Line
4" Solid
Yellow Line
4" Solid
4" Yellow
4" Solid
Yellow line
may vary (typ.)
Shoulder width
may vary
Shoulder width
no shoulder exists (typ.)
6" min. when
Edgeline striping shall be as shown in the plans or as directed by the Engineer.
The traveled way includes only that portion of the roadway used for vehicular
travel and not the parking lanes, sidewalks, berms and shoulders. The traveled
two lane roadway.
5-00
(typ.)
6" min.
The edgeline should typically be placed a minimum of 6 inches from the edge of
ways shall be measured from the inside of edgeline to inside of edgeline of a
Edgelines are not required in curb and gutter sections of roadways.
Based on Traveled Way and Pavement Widths for Undivided Highways
Traveled Way Width 20'
for Edgelines
Minimum Requirements
Pavement Width 16' W 20'
for Centerlines without Edgelines
Minimum Requirements
pavement. This distance may vary due to pavement raveling or other conditions.
Posted Speed
*
S=Posted Speed (MPH)
L=Length of Crosshatching (FT.) W=Width of Offset (FT.)
5 foot increment.
Crosshatching length should be rounded up to nearest
traffic speeds normally exceed the posted speed limit.
85th Percentile Speed may be used on roads where
TABLE 1 - TYPICAL LENGTH (L)
2 L = 4(40) / 60 = 106.67 ft. rounded to 110 ft.
hatching should be:
2 feet on a 40 MPH roadway. The length of the cross-
A 4 foot shoulder in advance of a bridge reduces to
L = 8 x 70 = 560 ft.
hatching should be:
4 feet on a 70 MPH roadway. The length of the cross-
An 8 foot shoulder in advance of a bridge reduces to
EXAMPLES:
8-00
3 to 12"
24"
36"
3 to 12"
12"
18"
3-03 sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division
DN:CK:DW:CK:C TxDOT
JOB
COUNTY
CONT SECT
DIST
REVISIONS HIGHWAY
SHEET NO.
22A
TXDOT TXDOT TXDOT TXDOTNovember 1978
PAVEMENT MARKINGS
TYPICAL STANDARD
PM(1)-12
2-12
WITH OR WITHOUT SHOULDERS
FOUR LANE TWO-WAY ROADWAY
CENTERLINE AND LANE LINES
FOUR LANE DIVIDED ROADWAY INTERSECTIONS
ROADWAYS WITH REDUCED SHOULDER
WIDTHS ACROSS BRIDGE OR CULVERT
YIELD LINES
Pavement Edge
8" Solid White Channelizing Line
12" max.
10" min.-
4" White Edge Line
4" White Lane Line
4" Solid Yellow Line
4" White Lane Line
4" White Edge Line
4" Yellow Edge Line
stop/yield line
edgeline to
48" min. from
4" Yellow Edge Line
Width
Median
Width
Median
12"-24" White Stop or Yield Line
The narrow median width will be the controlling width to determine if markings are required.
different between intersections, interchanges and of opposite approaches of the same intersection.
traveled way to edge of traveled way. The median excludes turn lanes. The median width might be
width is defined as the area between two roadways of a divided highway measured from edge of
bars and centerlines shall be placed when the median width is greater than 30 ft. The median
All medians shall be field measured to determine the location of necessary striping. Stop/Yield
30'10'
Pavement Edge
4" White Lane Line
Yellow Line
4" Solid 4" White Edge Line
48' only)
way greater than
(12" max. for traveled
3" min.-4" usual
6" min. (typ.)
30'10'
Pavement Edge
4" White Lane Line 4" Yellow Edge Line
4" White Edge Line
6" min. (typ.)
20' typ.
of Curb
or Face
Bridge Rail
Lane width greater than or equal to 11'
NOTES:
(L)
White edgeline
White edgeline
White
4"
Varies
24" typ.
12" min.
1. No-passing zone on bridge approach is optional but if used, it shall be a minimum 500 feet long.
4" Minimum
W
5. For guard fence details, refer elsewhere in the plans.
2. For crosshatching length (L) see Table 1.
3. The width of the offset (W) and the required crosshatching width is the full shoulder width in
advance of the bridge.
GENERAL NOTES
1.
2.
40
45
WITH OR WITHOUT SHOULDERS
ONE-WAY ROADWAY
EDGE LINE AND LANE LINES
TWO LANE TWO-WAY ROADWAY WITH OR WITHOUT SHOULDERS
EDGE LINE & CENTERLINE
GUIDE FOR PLACEMENT OF STOP LINES,
MATERIAL SPECIFICATIONS
DMS-6130 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS
PAVEMENT MARKERS (REFLECTORIZED)
EPOXY AND ADHESIVES DMS-6100
DMS-4200
DMS-8200
DMS-8220
DMS-8240
TRAFFIC PAINT
HOT APPLIED THERMOPLASTIC
PERMANENT PREFABRICATED PAVEMENT MARKINGS
All pavement marking materials shall meet the
required Departmental Material Specifications
as specified by the plans.
FOR POSTED SPEED ON ROAD BEING MARKED EQUAL TO OR GREATER THAN 45 MPH
FOR POSTED SPEED ON ROAD BEING MARKED EQUAL TO OR LESS THAN 40 MPH
30-45o
4. The crosshatching is not required if delineators or barrier reflectors are used along the structure.
Transportation
Texas Department of
SHEET 1 OF 2HALFFI:\38000s\38491\001\CADD\SheetsFTW\C903-DET-38491.dgn8:23:04 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
SHEET 51DATE: OCTOBER 2020
PAVEMENT MARKING DETAILS
SHEET 2 OF 2
4-92
80'
80'
1"-4"
1"-4"
80'40'40'40'
40'40'40'
Type II-A-A
Type I-C
Type II-A-A
Type II-A-A
Type I-C
Type II-A-A
Centerline
Symmetrical around centerline
Continuous two-way left turn lane
CENTERLINE & LANE LINES
SEE DETAIL "C"
FOR FOUR LANE TWO-WAY HIGHWAYS
DETAIL "A"DETAIL "B"
Type I-C or II-C-R
Type I-C or II-C-R
1"-4"
REFLECTIVE RAISED PAVEMENT MARKERS
FOR VEHICLE POSITIONING GUIDANCE
4"
10'30'
USING REFLECTIVE PROFILE PAVEMENT MARKINGS
4"
12"+ 1"
3‚"+ ƒ"6"5•"+ •"
OPTIONAL 6" LANE LINE
OR6"
5•"+ •"
18"+ 1"
4" LANE LINE
REFLECTORIZED PROFILE
PATTERN DETAIL
12"+ 1"
4"
3‚" + ƒ"
OR
OPTIONAL 6" EDGE LINE OR CENTERLINE
On concrete pavements the raised pavement markers
SEE DETAIL "B"SEE DETAIL "A"
shall be placed in line with and midway between
All raised pavement markers placed in broken lines
the stripes.
should be placed to one side of the longitudinal
joints.
80'
1"-2"
1"-2"Type II-A-A
Type II-A-A
DETAIL "C"
4" EDGE LINE OR CENTERLINE
4"
4"
4"
POSITION GUIDANCE USING
REFLECTORIZED PROFILE
MARKINGS
5-00
2 to 3"2 to 3"2 to 3"2 to 3"
in height
300 to 500 mil
CENTER OR EDGELINE
BROKEN LANE LINE
Raised pavement marker Type I-C, clear
face toward normal traffic, shall
be placed on 80-foot centers.
4"
4"
3-4"
8-00
PM(2)-12
RAISED MARKERS sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division
April 1977 DN:CK:DW:CK:C TxDOT
JOB
COUNTY
CONT SECT
DIST
REVISIONS HIGHWAY
SHEET NO.
22B
TXDOT TXDOT TXDOT TXDOT
2-08
2-10
with a posted speed limit of 45 MPH or less.
Profile markings shall not be placed on roadways
NOTE:
SECTION A
o
o
Adhesive
Surface
Reflectorized
RAISED PAVEMENT MARKERS
Type I (Top View)
Type II (Top View)
AA
AA
Surface
Roadway
25 min
35 max-
CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE
LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES)
CENTERLINE FOR ALL TWO LANE ROADWAYS
2-12
Surface
Reflectorized
GENERAL NOTES
1.
2.
toward normal traffic and red face toward wrong-way traffic.
Raised pavement markers Type II-C-R shall have clear face
MATERIAL SPECIFICATIONS
All pavement marking materials shall meet the
required Departmental Material Specifications
as specified by the plans.
DMS-6130
EPOXY AND ADHESIVES DMS-6100
DMS-4200
DMS-8200
DMS-8220
DMS-8240
TRAFFIC PAINT
HOT APPLIED THERMOPLASTIC
PERMANENT PREFABRICATED PAVEMENT MARKINGS
BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS
PAVEMENT MARKERS (REFLECTORIZED)
height of 7 quarters.
equal to a stack of 5 quarters to a maximum
line and profile marking is approximately
A quick field check for the thickness of base
Transportation
Texas Department ofHALFF
I:\38000s\38491\001\CADD\SheetsFTW\C904-DET-38491.dgn8:23:05 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
SHEET 52DATE: OCTOBER 2020
EROSION CONTROL DETAILS
INLET PROTECTION DETAIL
HALFFI:\38000s\38491\001\CADD\SheetsFTW\C905-DET-38491.dgn8:23:05 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
SHEET 53DATE: OCTOBER 2020
DRIVEWAY DETAIL
TYPICAL DRIVEWAY DIMENSIONS
N.T.S
VARIES
(SEE NOTE 4)
MATCH EXISTING
(SEE NOTE 4)
MATCH EXISTING
PORTLAND CEMENT CONCRETE
4000 PSI COMPRESSION
#4 BARS @ 18" ON CENTER BOTH WAYS
VARIES
R
VARIESVARIES
UNIT COST OF DRIVEWAY.
PROPOSED ASPHALT PER DETAILS SHALL BE SUBSIDIARY TO THE
5. COST FOR SAWCUTTING AND CONNECTIONS TO EXISTING AND
CITY STANDARD DETAILS.
JOINT AND TO THE NEAREST CURB CUT JOINT AND SHALL MEET THE
4. CONCRETE DRIVEWAY LIMIT SHALL BE TO THE NEAREST PANEL
FOR PAVING DETAILS.
3. REFER TO CITY OF DENTON STANDARD DETAIL DRIVE APPROACH
CONDITION, AT NO COST TO OWNER OR THE CITY OF DENTON.
REPLACEMENT SHALL BE REPAIRED TO ORIGINAL OR BETTER
2. ANY DAMAGE TO EXISTING DRIVEWAYS NOT IDENTIFIED FOR
1. DRIVEWAY REPLACEMENT ONLY BY DIRECTION OF CITY OF DENTON.
NOTES:HALFFI:\38000s\38491\001\CADD\SheetsFTW\C906-DET-38491.dgn8:23:07 AM10/9/2020ah2778NAME:
TBPE FIRM #F-312
DATE:
130871
KEVIN J. GRONWALDT TBPE FIRM NO. F-312
FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REHABILITATION
DENTON STREET
10/9/2020
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER DETAILS
SANITARY SEWER··
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WASTEWATER DETAILS
I I I I IIIII
I I
I I
I
I I
I IIIIIII
ENGINEERING SERVICES
CERTIFICATION:THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
CONCRETE PAVING CROSS SECTION DETAILS
II II II
II
II
IIII IIII II
II
II II II II (II (II
II
II II IIII
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
ASPHALT PAVING CROSS SECTION DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
CURB & GUTTER/JOINT/INTERSECTION/HEADER DETAILS
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
DRIVE APPROACH DETAILS