NOT TO SCALE - Weatherford, TX

6" 6"

11' 11' 11' 11'

9'-6" 33' 14' 9'-6"

80'

100'R.O.W.

℄

2% SLOPE2% SLOPE 2% SLOPE

11'

33'

11'

2% SLOPE

6" 6"

12' 12' 12' 12'

15'-6" 36' 16' 15'-6"

88'

120'R.OW.

℄


12'

36'

12' SIDEWALKPER DETAILC28A/C28B

2% SLOPE

SIDEWALKPER DETAILC28A/C28B



TYPE 'AA' - MAJOR ARTERIAL1 NOT TO SCALE

C1

2 NOT TO SCALE

TYPE 'A' - MAJOR ARTERIAL

MAJOR ARTERIAL STREET SECTIONDETAILS

SHEET. #01/2020

TRANSPORTATION ANDPUBLIC WORKS DEPARTMENT

DATE

DRAWN BY

CITY OF WEATHERFORD

NOTE: SEE PAVEMENT DETAIL SHEET FOR STREET CONSTRUCTION SPECIFICATIONS

6" 6"

13' 13' 13' 13'

11'-6" 26' 14' 26' 11'-6"

66'

6" 6"

12' 12' 12' 12'

13'-6" 24' 14' 24' 13'-6"

62'

90'R.O.W.

90'R.O.W.

℄



℄



2% SLOPE



2% SLOPE


TYPE 'B' - MINOR ARTERIAL1 NOT TO SCALE

C2

COMMERCIAL2 NOT TO SCALE

TYPE 'B5' - MINOR ARTERIAL

MINOR ARTERIAL STREET SECTIONDETAILS

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

6" 6"

8' 12' 12' 8'

9'-6" 20' 20' 9'-6"

40'

60'R.O.W.

2% SLOPE 2% SLOPE2% SLOPE 2% SLOPE

℄


6" 6"

15' 15' 15'

17' 45' 17'


6" 6"

12' 12' 12' 12'

15'-6" 24' 24' 15'-6"

48'

80'R.O.W.


℄

℄TURN LANE


2% SLOPE



2% SLOPE




TYPE 'C' - MAJOR COLLECTOR1 NOT TO SCALE

C3

2 NOT TO SCALE

TYPE 'C3' - MAJOR COLLECTOR

COLLECTOR STREET SECTIONDETAILS

3 NOT TO SCALE

TYPE 'D' - MINOR COLLECTOR

RESIDENTIAL

COMMERCIAL

COMMERCIAL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

6" 6"

8' 14' 8'

9'-6" 30' 9'-6"

2% SLOPE 2% SLOPE

6" 6"

8' 10' 10' 8'

6'-6" 36' 6'-6"

50'R.O.W.

2% SLOPE 2% SLOPE

℄

50'R.O.W.

℄2% SLOPE 2% SLOPE

2% SLOPE 2% SLOPE





RESIDENTIAL COLLECTOR1 NOT TO SCALE

C4

2 NOT TO SCALE

LOCAL 'A' - RESIDENTIAL

LOCAL STREET SECTION DETAILS

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD


1. TYPICAL DITCH SECTION - ACTUAL DRAINAGE CHANNEL DITCH SHALL BE DESIGNED TO MEET CURRENT CITY STORM WATER DESIGN MANUAL REQUIREMENTS.2. ADDITIONAL RIGHT-OF-WAY AND/OR EASEMENTS MAY BE REQUIRED TO ACCOMMODATE DRAINAGE DITCH DESIGN.3. DRAINAGE DITCH SIDE SLOPES SHALL NOT BE STEEPER THAN 3:1 WITHOUT SPECIAL CONSIDERATION. DITCHES PROPOSED STEEPER THAN 3:1 SHALL BE CONSTRUCTED FOR SLOPE STABILITY BASED ON A

DESIGN AND GEOTECHNICAL REPORT PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS.4. DRAINAGE DITCHES SHALL BE FULLY STABILIZED WITH ALL PROPOSED DESIGN MEASURES, INCLUDING VEGETATION, PRIOR TO DEVELOPMENT ACCEPTANCE.5. GRASS-LINED DRAINAGE DITCHES SHALL HAVE A MAXIMUM DESIGN VELOCITY OF 6.0 FEET PER SECOND (FT/S) AND A MINIMUM GRADE SLOPE OF 1.0 PERCENT.6. DRAINAGE DITCHES DESIGNED WITH VELOCITIES EXCEEDING 6.0 FT/S SHALL REQUIRE EROSION CONTROL COUNTERMEASURES APPROVED BY TPW. MAXIMUM VELOCITY ALLOWED IS 10 FT/S.7. DRIVEWAY DRAINAGE CULVERT SIZES, MATERIAL, AND PROPOSED END TREATMENTS SHALL BE REFERENCED ON THE DEVELOPMENT DRAINAGE PLAN FOR EACH LOT AND SUBMITTED FOR APPROVAL TO

TPW. SAFETY END TREATMENTS OR CONCRETE HEADWALLS ARE REQUIRED BOTH UPSTREAM AND DOWNSTREAM OF ALL DRIVEWAY CULVERTS.8. DRAINAGE CULVERTS UNDER ALL ROADWAYS SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR CORRUGATED METAL PIPE (CMP) WITH CONCRETE HEADWALLS UPSTREAM AND DOWNSTREAM.

CONCRETE RIP-RAP SHALL BE INSTALLED UPSTREAM OF THE DRAINAGE STRUCTURE. WHERE ADEQUATE COVER IS NOT AVAILABLE OVER PROPOSED RCP, CLASS IV RCP WILL BE REQUIRED FOR TPWAPPROVAL.

9. ALL APPLICABLE TEMPORARY EROSION CONTROLS, TO INCLUDE SILT FENCE AND INLET PROTECTION, SHALL BE IN PLACE AS SHOWN IN APPROVED DESIGN DRAWINGS BEFORE CONSTRUCTION CANCOMMENCE.

ROADSIDE DRAINAGE CHANNEL/DITCH NOTES:

2'

2% SLOPE

℄

6" STABILIZED SUBGRADEREFER TO PAVING DETAIL SHEET

3:1 MAX

13'-6" 13'-6"

27'

2'

16'-6" 16'-6"

60' RIGHT OF WAY

SEE NOTES

STREET

2% SLOPE

2'

2% SLOPE

℄

3:1 MAX

6" CONCRETE PAVEMENTREFER TO PAVING DETAIL SHEET.IF OUTSIDE CITY LIMITS, REFERTO ETJ PAVING DETAILS SHEET.

6" STABILIZED SUBGRADEREFER TO PAVING DETAIL SHEET

3:1 MAX

18' 18'

36'

2'

22'

80' RIGHT OF WAY

SEE NOTES

STREET

2% SLOPE

22'

3:1 MAX 3:1 MAX

R/WR/W

R/WR/W

3:1 MAX3:1 MAX3:1 MAX

6" CONCRETE PAVEMENTREFER TO PAVING DETAIL SHEET.IF OUTSIDE CITY LIMITS, REFERTO ETJ PAVING DETAILS SHEET.

RURAL LOCAL SECTION1 NOT TO SCALE

C5RURAL ROAD SECTION RESIDENTIAL1 ACRE LOT SUBDIVISION

RURAL COLLECTOR SECTION2 NOT TO SCALE

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

1'

1'

1'

2% SLOPE 2% SLOPE2% MAX

6" CURBSEE C&GDETAIL

4' SIDEWALK - RESIDENTIAL6' SIDEWALK - COMMERCIAL

4" TOP SOIL

REINFORCED CONCRETEMIN. STRENGTH CL "C", 3600 PSI6" MIN. LOCAL8" MIN. COLLECTOR8" MIN. ARTERIAL#4 REBAR AT 18" O.C.E.W.

STABILIZED SUBGRADE6" MIN. LOCAL8" MIN. COLLECTOR10" MIN. ARTERIAL

1. A GEOTECHNICAL REPORT SHALL BE PROVIDED FOR SUBGRADE DESIGN. THE GEOTECHNICAL REPORTSHALL BE A RECOMMENDATION ONLY TO DETERMINE IF ANY ADDITIONAL SOIL STABILIZATION ISREQUIRED. REGARDLESS OF THE PAVEMENT TYPE TO BE CONSTRUCTED, ALL SUBBASE MATERIALS SHALLBE MODIFIED BY EITHER LIME STABILIZATION OR CEMENT STABILIZATION PER MINIMUM REQUIREMENTS ASSPECIFIED. TPW SHALL MAKE THE FINAL DETERMINATION REGARDING SUBGRADE PREPARATION IFDIFFERENT SOIL CONDITIONS ARE DISCOVERED DURING CONSTRUCTION.

2. LIME STABILIZED SUBGRADE IS REQUIRED WHEN PI ≥ 15 AT 6% BY WEIGHT (27LBS/SY MIN.)3. PORTLAND CEMENT STABILIZED SUBGRADE IS REQUIRED WHEN PI < 15 AT 5% BY WEIGHT (26LBS/SY MIN.)4. CONCRETE PAVEMENT SHALL BE MACHINE PLACED EITHER BY MECHANICAL VIBRATORY SCREED OR SLIP

FORM PAVER UNLESS OTHERWISE APPROVED BY CITY.5. REINFORCEMENT REBAR ON CONCRETE PAVEMENTS SHALL BE AMERICAN MADE.6. ASPHALT PAVEMENTS ARE NOT ALLOWED UNLESS APPROVED BY CITY COUNCIL.7. PAVEMENT IMPROVEMENTS ADJACENT TO EXISTING CITY STREETS MAY REQUIRE ALTERNATE PAVING

DESIGN AS APPROVED BY DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS. PAVEMENTIMPROVEMENTS ADJACENT TO CITY STREETS SHALL BE APPROVED BY TPW PRIOR TO CONSTRUCTION.

8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OFWEATHERFORD AND THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION NORTH CENTRAL TEXAS" HEREIN REFERRED TO AS "N.C.T.C.O.G."

NOTES:

R.O

.W.

R.O

.W.

TYPICAL PAVEMENT SECTION1 NOT TO SCALE

C6PAVEMENT DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

2'

2% SLOPE3:1 MAX

27'60 FT. R.O.W.

2'

6" STABILIZED SUBGRADE

2% SLOPE

3:1 MAX3:1 MAX3:1 MAX

2" HMAC TYPE "D" 8" FLEX BASE

· A SOIL INVESTIGATION FOR SUBGRADE DESIGN SHALL BE CONDUCTED BY A GEOTECHNICAL ENGINEER TO DETERMINE IF ANYSOIL STABILIZATION IS REQUIRED.

· FOR DETAILS ON PLACEMENT OF ASPHALT PAVEMENT AND BASE COURSE REFER TO DIVISION 300 OF "STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS." LATEST EDITION.

· BASE COURSE SHALL BE COMPACTED TO 95% STANDARD PROCTOR WITH A MOISTURE CONTENT WITHIN MINUS 2 TO PLUS 4PERCENT OPTIMUM REFER TO N.C.T.C.O.G.

· DEVELOPER SHALL SUBMIT COPIES OF SOIL REPORTS, COMPACTION REPORTS, AND INSPECTION REPORTS TO CITY INSPECTORFOR REVIEW AND APPROVAL THROUGHOUT CONSTRUCTION. ALL REPORTS SHALL BE PERFORMED BY AN APPROVED LICENSEDGEOTECHNICAL ENGINEER.

· ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF WEATHERFORD, ANDLATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS" HEREINREFERRED TO AS "N.C.T.C.O.G."

· REFER TO "RURAL ROAD SECTION" DETAIL SHEET FOR DRAINAGE CHANNEL/DITCH NOTES.

NOTES:

2'

2% SLOPE

36'80 FT. R.O.W.

2'

6" STABILIZED SUBGRADE

2% SLOPE

2" HMAC TYPE "D"

8" FLEX BASE2" HMAC TYPE "B"

3:1 MAX 3:1 MAX3:1 MAX3:1 MAX

1 NOT TO SCALE

C7RURAL PAVEMENT DETAILWITHIN EXTRA TERRITORIAL JURISDICTION

(E.T.J.)

2 NOT TO SCALE

DETAIL WITHIN E.T.J.LOCAL - RURAL PAVEMENT

DETAIL WITHIN E.T.J.COLLECTOR - RURAL PAVEMENT

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

SPECIFIEDCROWN

R.O.W.

R.O

.W.

R.O.W.

STR

AIG

HT

CR

OW

N

EXPANSION JOINTS (SPACED 600 FT.MAXIMUM; LOCATE AT STRUCTURES,INTERSECTIONS, P.C.'S, P.T.'S)

SAWED TRANSVERSE CONTRACTIONJOINTS

PROVIDE ℄JOINTBOTH WAYS

SAWEDCONTRACTIONJOINTS

SAWED TRANSVERSECONTRACTION JOINTS

NOTES:1. SAWED TRANSVERSE CONTRACTION

JOINTS SHALL BE SPACED:20' IN PAVEMENT ≥ 8" THICK;15' IN PAVEMENT < 8" THICK.

2. REFER TO TYPICAL PAVEMENTSECTION FOR LONGITUDINALJOINT SPACING

SPACING DIAGRAM FOR TRANSVERSE JOINTS

1 NOT TO SCALE

C8REINFORCED CONCRETE PAVEMENTTRANSVERSE JOINT SPACING

TRANSVERSE JOINTS

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

T

HOT POURED RUBBER JOINTSEALING COMPOUND 1" MIN.

CONSTRUCTION JOINT

SAWED GROOVE

T/2

℄

FIRST POUR SECOND POUR1"

1/2"

#4 BARS ON 18"CTRS. BOTH WAYSPER SHEET C6

LAP BARS 30" & TIE

1/4

SAWED GROOVE1/2" WIDEHOT POURED RUBBERJOINT SEALING COMPOUND

#3 BARS ON 24"CTRS. BOTH WAYS(SEE NOTE)

TT/

2℄

KEYED CONSTRUCTION JOINT(FOR PAVEMENT THICKNESS > 6")

TT/

2℄

#3 BARS ON 24"CTRS. BOTH WAYS(SEE NOTE)

VERTICAL SAW CUT1/8" TO 3/16" WIDE

HOT POURED RUBBERJOINT SEALING COMPOUND

1/4"

SAWED CONTRACTION JOINT

HOT POURED RUBBERJOINT SEALING COMPOUND1" MIN.

TT/

2℄

24" #6 SMOOTH DOWEL

16" DOWEL COATING

11" 2"

1 1/4" MIN. CLEARANCE

TRANSLUCENT DOWEL SLEEVE(CLOSED END TO FIT DOWEL &BE SECURED) TO BE INSTALLED2' C-C

DOWEL SUPPORT SHALL BE OF AMETHOD APPROVED BY ENGINEER

REDWOOD OR SYNTHETICEXPANSION JOINT FILLER

±3/4"

NOTE:ALTERNATE REINFORCMENT#4 BARS ON 18" CTRS.BOTH WAYS. PER SHEET C6.

NOTE:EXPANSION JOINT AT CURBSHALL BE HOT POUREDJOINT SEALED

EXPANSION JOINT(SPACED 600FT MAXIMUM; LOCATE AT

STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S)

(REFER SHEET C8)

1 NOT TO SCALE

C9REINFORCED CONCRETEPAVEMENT JOINTS

PAVEMENT JOINTSREINFORCED CONCRETE

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

8"

3"

9"

4 1/

2"

2"

16"

T

REINFORCEMENT BARS SHALLMATCH SIZE AND MATERIALSPECIFIED IN PAVEMENT DESIGN

PAVEMENT BAR

CONCRETEPAVEMENT

FUTUREPAVEMENT

STREET HEADER FOR FUTURE PAVEMENT

EXPANSION JOINT FILLER

EXISTING PAVEMENT NEW CONCRETE PAVEMENT

12"

12"

(T)

PA

VEM

EN

TTH

ICK

NE

SS

PAVEMENT BAR

9"

#4 x 24" DEFOREMED DOWELAT SAME SPACING ASPAVEMENT REINFORCEMENT

3/4" DRILLEDHOLES BLOWNCLEAN & DOWELSCOATED WITHEPOXY RESIN

NOFORM

STREET HEADER AT EXISTING PAVEMENT

ALL WORK BETWEEN HEADERS TOBE DONE BY OTHERS UNLESS

OTHERWISE SPECIFIED

ROUNDED TO 1/4" RAD. SYMMETRICALABOUTCENTERLINE

9" 5'

2'

2"

T

STREET HEADER AT RAILROAD

REINFORCEDCONCRETEPAVEMENT

PAVEMENTBAR

NOTES:1. PAVEMENT BARS TO BE BENT

DOWN INTO HEADER.2. HEADER AND PAVEMENT TO

BE MONOLITHIC.

REFER TO SHEET C9



1 NOT TO SCALE

C10REINFORCED CONCRETESTREET HEADERS

STREET HEADERS

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

"Y"

X"P.C

.

10' MIN.

68' R

.

68' R.

CLASS "C"4" THICK CONCRETEMEDIAN PAVEMENT

CONCRETE NOSE FOR MEDIAN ISLAND

DIMENSIONS OF MEDIAN NOSE

Y = 14'Y = 15'Y = 16'Y = 17'

X = 26.3'X = 27.6'X = 28.8'X = 29.9'

NOTE:MEDIAN PAVING SHALL EXTEND TO POINT WHERE MEDIAN IS 6'WIDE. IF MEDIAN IS 6' WIDE. PAVING SHALL EXTEND 15' FROMNOSE. FOR MEDIANS WIDER THAN 6' PAVING SHALL EXTEND 10'FROM NOSE. ALL DISTANCES ARE MINIMUM.

4' M

IN.

F. T

O F

.

6'

BLOCKOUT MEDIAN PAVING FORSIGNAL FOUNDATION OR PULL BOXOR LUMINARY (IF LOCATIONSKNOWN AND NOT INSTALLED WITHPAVING)

LUMINARYFOUNDATION

2" SCH. 40 PVC. DOVE GREYELECTRICAL CONDIUT.BURIAL DEPTH 3.0' BELOWFINISH GRADE

4" THICK CLASS "C"CONCRETE MEDIANPAVEMENT

LEFT TURN LANE MEDIAN PAVMENT

2'-6

" R.

2'-6" R.

SEE NOTE

6" CURBSEE C&G DETAIL

1 NOT TO SCALE

C11MEDIAN ISLAND PAVEMENT

MEDIAN ISLAND PAVEMENT

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTE:1. REINFORCEMENT BARS SHALLMATCH SIZE AND MATERIAL SPECIFIEDIN PAVEMENT DESIGN.

10.0' 1.0'

VAR

IES

1'1'

BBA

A

1.25' R.

KEYEDCONSTRUCTION JOINT

6" (T

YP.)

CU

RB

HE

IGH

T

3"

T - P

AVE

ME

NT

THIC

KN

ES

S

#3 STIRRUP BARS@18" SPACING

CLASS "C" CONCRETE


1

3


12"

VAR

IAB

LE3"

TO

6" (

TYP

.)C

UR

B H

EIG

HT

3"

1" R.

MINIMUM

#3 REINFORCINGREBAR

T - P

AVE

ME

NT

THIC

KN

ES

S

C12MEDIAN ISLAND PAVEMENTMONOLITHIC CONCRETE NOSE

1 NOT TO SCALE

MONOLITHIC CONCRETE MEDIAN NOSE

2 NOT TO SCALE

SECTION B-B

3 NOT TO SCALE

SECTION A-A

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

W

C(TYPICAL UNLESS SHOWN ON PLANS)

B

A

8"

3"

5"

INVERT

4% MAX

NOTES 2 & 3

4% MAX

W

C(TYPICAL UNLESS SHOWN ON PLANS)

B

6"A

6"

8"

3"

5"

6" C

UR

B

INVERT

NOTES 2 & 3 HORIZONTAL CONSTRUCTIONJOINT PERMISSIBLE WITH8" #3 DOWELS 12" C-C ANDLONGITUDINAL #3 BAR IN CURB.

ALLEY SECTION WITHOUT CURB

ALLEY SECTION WITH CURB

NOTES:1. PROVIDE SAWED TRANSVERSE CONTRACTION JOINTS

NOT MORE THAN 20' C-C.2. REINFORCED WITH NO. 3 BARS AT 18" C-C BOTH WAYS.3. EXPANSION JOINTS TO BE PLACED AT ALL

INTERSECTIONS AND NOT TO EXCEED 600' BETWEENJOINTS.

4. CONCRETE SHALL BE 5" THICK CLASS "C", 3600 PSI5. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR

WITH PI < 20.

ALLEYWIDTH (W)

10'

15'

5'

7.5'

2'-6"

2'-6"

15'

20'

R.O.W.WIDTH (C)

℄

℄

A B

6" CURBSEE C&GDETAIL

1 NOT TO SCALE

C13ALLEY SECTION WITHAND WITHOUT CURB

ALLEY SECTION

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

MINIMUM FACE OF CURBDIAMETER 80' IN CUL-DE-SAC(B.C. RADIUS - 40.5')MINIMUM R.O.W.

IN CUL-DE-SAC100' DIAMETER

PLEASE REFER TO CITY OFWEATHERFORD SUBDIVISIONORDINANCE SECTION 11-3-1 FORADDITIONAL REQUIREMENTS

MAXIMUM LENGTH 600'

1 NOT TO SCALE

C14TYPICAL RESIDENTIALCUL-DE-SAC

RESIDENTIAL CUL-DE-SAC

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

INTEGRAL CURB

5' MINIMUM

1. IF FLUME IS 7' OR WIDER, INSTALL REMOVABLE STEEL BOLLARDS BURIED TO 4'-0" DEPTHAT BOTH START AND END OF FLUME AT 5' SPACING. CONTACT TPW FOR ADDITIONALINFORMATION AND DETAILS ON BOLLARDS.

2. SLOPES SHALL BE STABILIZED WITH VEGETATION OR OTHER APPROVED METHODS.

NOTES:

#3 @ 12" O.C.E.W.

6"

3" 12"*

* 3" MINIMUM TO 12" MAXIMUM

1'-3

"

6"3"

6"

SLOPE PER PLAN

(4:1 MAX)

SLOPE PER PLAN(4:1 MAX)

CLASS A CONCRETE(RE: TECH. SPEC. 321313)

IN PLACE MATERIALCOMPACTED TO95% DENSITY

CURBED FLUME1 NOT TO SCALE

C15CURBED FLUME DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

6"

6"6"

3" RAD.

1 1/2" RAD.

12"

4"M

IN.

12" 24"

HMAC PAVEMENT

NO. 2 FLEX BASECOMPACTED TO 95%OF MAXIMUM DENSITYPER ASTM D698

3" SLOPE 1/4" PER 1'

6" 6"

3"

6" 3" RAD.

1 1/2" RAD.

6" MIN

.

12"

PA

VEM

EN

TTH

ICK

NE

SS

SLOPE 1/4" PER 1'

12"

STABILIZED SUBGRADEPER STREET PAVEMENT DETAIL

NOTES:

1. REINFORCEMENT SHALL BE NO. 4 BARS, UNLESS OTHERWISE SPECIFIED.2. CONCRETE SHALL BE CLASS "C", 3600 PSI MINIMUM. ALL CURBS ARE CONSTRUCTED

OF PORTLAND CEMENT CONCRETE UNLESS OTHERWISE SHOWN.3. FOR SEPERATE C&G CONTRACTOR SHALL PLACE EXPANSION JOINTS EVERY 60 FT.

AND CONSTRUCT TOOL JOINT SPACING AT 10' INTERVALS UNLESS OTHERWISESPECIFIED BY INSPECTOR.

4. FOR INTEGRAL C&G CONTRACTOR SHALL PLACE EXPANSION JOINTS AND TOOLJOINTS PER STREET PAVEMENT DETAIL OR AS SPECIFIED BY INSPECTOR.

5. GRADE SHALL BE MEASURED AT BACK OF CURB AND TOP OF CURB.

C16CONCRETE CURB AND GUTTER

INTEGRAL CURB AND GUTTER2 NOT TO SCALE

1 NOT TO SCALE

SEPARATE CURB AND GUTTER

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

"R"

4'8'24"C&G

1" DROP4'

8'

6" THICK ORPAVEMENTTHICKNESSNOTE:

ALL CONCRETE FOR VALLEY GUTTER SHALL BECLASS "A"REINFORCEMENT STEEL SHALL BE NO.4 ON12" CENTERS BOTH WAYS.

FLOW LINE A

A

#4 @ 12" O.C.E.W.

6" M

IN

C17VALLEY GUTTER

SECTION A-A2 NOT TO SCALE

1 NOT TO SCALE

VALLEY GUTTER

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

5'

1'-8

"1'

-8"

1'-8

"

6"8' MAX4' MIN.

2'-6

"6"

3'

12" MIN. (TYP.)

HIGH INTENSITYRED/WHITE TAPE

1" x 8"BOARDS

ROCKRIPRAPASDIRECTEDBY TPWBASED ONDRAINAGEDESIGN

4" x 4"WOOD ORBREAK - AWAYPOST

CLASS BCONCRETE

NOTE:

1. ALL BARRICADES SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THETEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND THESTANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD).

2. BARRICADE MUST COVER ENTIRE WIDTH OF PAVED ROADWAY OR FIRELANESURFACE.

3. ALL 1" x 8" AND 4" x 4" WOOD POSTS MUST BE PAINTED WHITE.4. BARRICADES SHALL BE DESIGNED AND CONSTRUCTED TO THE STANDARDS OF THE

COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICE LIST.5. BARRICADE STRIPING MATERIAL SHALL BE RED AND WHITE HIGH INTENSITY

REFLECTIVE SHEETING.6. DIAGONAL STRIPING SHALL BE PLACED IN A MANNER THAT DIRECTS TRAFFIC IN THE

APPROPRIATE DIRECTION OF TRAVEL.7. PROPOSED BARRICADE STRIPING SHALL BE APPROVED BY THE CITY PRIOR TO

PLACEMENT OF BARRICADE

TYPICAL INSTALLATION

C18ROAD CLOSED BARRICADETYPICAL INSTALLATION

1 NOT TO SCALE

ROAD CLOSED BARRICADE

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

3' MIN.COVER

ROAD PAVEMENT ROAD SUBBASE

2'MIN.

BORE

BORE HEADBORE PIT

1. A RIGHT-OF-WAY EXCAVATION PERMIT IS REQUIRED WHEN JACKING OR BORING WITHINCITY RIGHT-OF-WAY. PERMIT APPLICATION AVAILABLE THROUGH TPW DEPARTMENT.

2. WHEN CONSTRUCTION IS WITHIN TXDOT RIGHT-OF-WAY JURISDICTION, A TXDOT PERMITIS REQUIRED.

3. ALL CONSTRUCTION METHODS FOR JACKING & BORING SHALL CONFORM TO ITEM 503.1THROUGH 503.4 OF N.C.T.C.O.G. STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, 4TH EDITION.

4. WHEN CONSTRUCTION ACTIVITY IS COMPLETED, THE CONTRACTOR SHOULD BACKFILLALL BORE PITS TO 90% OF MAXIMUM DENSITY AND REPLACE, IF ANY, SURFACEVEGETATION TO THE SAME OR BETTER CONDITION PRIOR TO CONSTRUCTION.

5. CHECK WITH TPW DEPARTMENT FOR SPECIFIC REQUIREMENTS NOT CONTAINED HEREIN.

NOTES:

C19JACK & BORE DETAILS

JACK & BORE DETAILS1 NOT TO SCALE

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

20' O.C.

12' O

.C.

45°

45°

DIRECTION OF TRAVEL4" YELLOW

12" YELLOW

4" YELLOWTYPE II-A-A 4" RAISEDPAVEMENT MARKER

DIRECTION TRAVEL

OPPOSING TRAFFIC GORE DETAIL

OPPOSING TRAFFIC GORE DETAIL

LANE DROP

20' O.C.

12'

DIRECTION TRAVEL4" WHITE

4" WHITE12" WHITE

DIRECTION TRAVELTYPE II-C-R 4" RAISEDPAVEMENT MARKER

TYPE II-C-R 4" RAISEDPAVEMENT MARKER

DIRECTION TRAVEL4" WHITE

12" WHITEEDGE OF PAVEMENT

VAR

IES

20' O.C.

NOTES:

1. REFER TO TxDOT PM(4)-03 DETAIL "A" FOR DIMENSION BETWEEN PAVEMENTMARKINGS AND MARKERS.

2. REFER TO N.C.T.C.O.G. SPECIFICATIONS AND TXMUTCD.3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (TXDOT TYP I).

1 NOT TO SCALE

C20PAVEMENT MARKINGS DETAIL

PAVEMENT MARKINGS AND DETAILS

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

40'

*

4" YELLOWTYPE II - A-A 4" RAISEDPAVEMENT MARKER

* RE: TxDOT PM(2)-10 DETAIL "B"

DOUBLE YELLOW LINE (PAVEMENT MARKINGS)

5' 20'

4" O

.C.

TYPE Y4" BUTTON

TYPE II - A-A 4" RAISEDPAVEMENT MARKER

DOUBLE YELLOW LINE (BUTTONS, RAISED PAVEMENT MARKINGS)

15' 10' 30' 4" WHITE

TYPE II-C-R 4" RAISED PAVEMENT MARKER(USE TYPE I-C ON UNDIVIDED ROADWAYS)

BROKEN WHITE LANE LINE

4" WHITE OR YELLOW

4" WHITE

2'

2'

RADIUS PER PLAN

WHITE OR YELLOW EDGE LINE LEFT TURN "PUPPY TRACKS"

TYPE II-C-R 4" RAISED PAVEMENT MARKERWITH RAISED CURB MEDIANS(USE TYPE I-C OTHERWISE) 10'

*

THROUGH TRAFFIC8" WHITE

* RE: TxDOT PM(4)-03 DETAIL "C"

LEFT TURN BAY LINE RIGHT TURN BAY LINE* RE: TxDOT PM(4)-03 DETAIL "C"

10'

*

TYPE II-C-R 4" RAISED PAVEMENTMARKER WITH RAISED CURB MEDIANS(USE TYPE I-C OTHERWISE)

THROUGH TRAFFIC8" WHITE

NOTES:

1. ALL STRIPING, ARROWS AND WORDS ON PAVEMENT SHALL BE THERMOPLASTICUNLESS NOTED OTHERWISE NOTED IN PLANS.

2. REFER TO N.C.T.C.O.G. SPECIFICATIONS AND TXMUTCD

1 NOT TO SCALE

C21PAVEMENT MARKINGS DETAIL

PAVEMENT MARKINGS AND DETAILS

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DATE

DRAWN BY

CITY OF WEATHERFORD

1/2" REDWOOD

VARIABLE THROAT10' MIN.20' MAX

A

A18" X 3/8" REBAR DOWELSON 18" CENTERS

EXPANSION JOINT

BEND #3 BAR ALONG RADIUS

RESIDENTIAL DRIVEWAY APPROACHES#3 BARS @ 12" O.C.E.W.

EXISTING CONCRETECURB & GUTTER

FULL DEPTH SAW CUTAT EXISTING FLOWLINEREMOVE CURB ONLY

#3 DOWEL BAR, 24" LONGON 24" CENTERS,DOWEL & EPOXY 8" INTOEXISTING CONCRETE.

BACK OF CURB

RADIUS

5' MIN

.

10' M

AX

R.O.W. LINE

2 FT. CURB &GUTTER SECTION

A

2% MAXIMUMCROSS-SLOPEFOR SIDEWALK

CONCRETE DRIVEWAY

REBAR

SUBGRADE

PVMT. SURFACE

FULL DEPTHASPHALT TIE-INFORM BOARDREQUIRED IFASPHALT PAVEMENT

SAW CUT LINE(FULL DEPTH)HORIZONTAL CURB CUTSALLOWED ONLY ON MINORROADS IN A RESIDENTIALZONING AREA.

R.O.W.PROPERTY LINE ELEVATION POINT "A"

A = 5" MIN - 9" MAX ABOVEFLOWLINE OF GUTTER

DUMMYJOINT

NOTES:

1. ABOVE GROUND PUBLIC UTILITY STRUCTURES SHALL BE A MINIMUMDISTANCE OF 4 FEET FROM THE DRIVEWAY APPROACH RADIUS.

2. SEE TABLE 6-4 FOR DRIVEWAY SPACING AND DESIGN STANDARDS.3. DRIVEWAY EXCAVATION WITHIN R.O.W. SHALL NOT BE LEFT OPEN

CUT FOR OVER 72 HOURS.4. A DRIVEWAY APPROACH PERMIT IS REQUIRED PRIOR TO ANY

CONSTRUCTION WITHIN CITY RIGHT OF WAY.

CONCRETE6" SLAB THICKNESSCLASS "A" 3,000 PSI WITH A 4.5" MAXSLUMP. REINFORCEMENT #3 REBAR@ 12" O.C.E.W.

C22RESIDENTIAL DRIVEWAY APPROACH

SECTION A-A

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTES:

1. ABOVE GROUND PUBLIC UTILITY STRUCTURES SHALL BE A MINIMUMDISTANCE OF 4 FEET FROM THE DRIVEWAY APPROACH RADIUS.

2. SEE TABLE 6-4 FOR DRIVEWAY SPACING AND DESIGN STANDARDS.3. DRIVEWAY EXCAVATION WITHIN R.O.W. SHALL NOT BE LEFT OPEN

CUT FOR OVER 72 HOURS.4. A DRIVEWAY APPROACH PERMIT IS REQUIRED PRIOR TO ANY

CONSTRUCTION WITHIN CITY RIGHT OF WAY.

1/2" REDWOOD

VARIABLE THROAT20' MIN.40' MAX

A

A18" X 3/8" REBAR DOWELSON 18" CENTERS

EXPANSION JOINT

BEND #3 BAR ALONG RADIUS

COMMERCIAL DRIVEWAY APPROACHES#4 BARS ON 12" O.C.E.W.

EXISTING CONCRETECURB & GUTTER

FULL DEPTH SAW CUTAT EXISTING FLOWLINEREMOVE CURB ONLY

#4 DOWEL BAR, 24" LONGON 24" CENTERS,DOWEL & EPOXY 8" INTOEXISTING CONCRETE.

BACK OF CURB

RADIUS

10' M

IN.

30' M

AX

R.O.W. LINE

2 FT. CURB &GUTTER SECTION

A

2% MAXIMUMCROSS-SLOPEFOR SIDEWALK

CONCRETE DRIVEWAY

REBAR

SUBGRADE

PVMT. SURFACE

IF GUTTER IS REMOVED,PLACE FORM BOARD FORCONCRETE PLACEMENT.BACKFILL WITH FULL DEPTHASPHALT. CONTRACTORRESPONSIBLE FOR ASPHALTPAVEMENT TIE-IN.

SAW CUT LINE(FULL DEPTH)

R.O.W.PROPERTY LINE ELEVATION POINT "A"

A = 5" ABOVE FLOWLINE OFGUTTERCONCRETE6" SLAB THICKNESSCLASS "A" 3,000 PSI WITH A 4.5" MAXSLUMP. REINFORCEMENT #4 REBAR@ 12" O.C.E.W.

DUMMYJOINT

C23COMMERCIAL DRIVEWAY APPROACH

SECTION A-A

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

6" CLASS "A" CONCRETEMINIMUM 3000 PSIOR1 1/2" HMACOVER 4" ROAD BASEWITH CITY OF WEATHERFORDAPPROVAL

TYPE "A" OR 6:1SAFETY END

NOTE:SEE DRIVEWAY APPROACHDETAILS FOR FLAT DRIVEWAYW/O CURBS AND STEELREINFORCEMENT LAYOUT

6" CONCRETEDRIVEWAY

2% MIN

SECTION A-A

SECTION B-B

MINIMUM 18" RCP, CMP ORVALLEY WITH CITY OFWEATHERFORD APPROVAL

ROADWAY

STR

EE

T C

EN

TER

LIN

E

R.O

.W. L

INE

LENGTH OF PIPE REQUIRED

DRIVEWAY WIDTH

COMPACT FILLDRIVEWAY DRAINAGE PIPE

(DIAMETER 30" OR LESS)

MIN 6:1SLOPE

SAFETY ENDSECTION

DRIVEWAY SURFACECONCRETE ONLY

R.O.W. LINE

A

A

B

B

C24RURAL DRIVEWAY APPROACHWITH CULVERT

1 NOT TO SCALE

APPROACH W/CULVERTSTANDARD DRIVEWAY

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DATE

DRAWN BY

CITY OF WEATHERFORD

6" CLASS "A" CONCRETE3000 PSI

2% MIN

SECTION A-A

ROADWAY

STR

EE

T C

EN

TER

LIN

E

R.O

.W. L

INE

COMPACT FILLDRIVEWAY DRAINAGE PIPE(DIAMETER 30" OR LESS)

DRIVEWAY WIDTH10 FT. MIN - 24 FT. MAX

SLOPE 3:1MIN.

MIN. 18" CMP OR RCPPIPE SIZE AS APPROVED BYCITY OF WEATHERFORD

DRIVEWAY SURFACECONCRETE ONLY

NOTE: PIPE MUST HAVEMINIMUM 0.5% SLOPE

8' MINIMUM HEAD WALL

SECTION B-B

PIPE LOCATION

A

A

B

10' MIN.24' MAX

R.O.W. LINE

5' MIN.

10' MAX

5' M

IN.

10' M

AX

2' M

IN.

45° 45° A

NGLE

1/2" REDWOOD W/18" x 3/8"DOWELS ON 24" CENTERS

#4 REBAR @ 12" O.C.E.W.

STREET A MINIMUM 2 FOOT EAR AT BOTH ENDS OFDRIVEWAY APPROACH REQUIRED. ASTRAIGHT EDGE FORM MUST BE PLACED INFRONT OF DRIVEWAY APPROACH FLUSHWITH EXISTING ROADWAY PAVEMENT

NOTE:

C25RURAL DRIVEWAY APPROACH WITH CULVERTFOR USE IN RURAL ROADS WITHINRESIDENTIAL ZONING AREAS ONLY

1 NOT TO SCALE

APPROACH W/CULVERTSTANDARD DRIVEWAY FOR USE IN RURAL ROADS

WITHIN RESIDENTIAL ZONINGAREAS ONLY

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

B E A D

R.O.W.

B

1 FT

.

V.A.M.EASEMENT

R.O

.W.

P.L.

RESTRICTEDAREA

STREET C.L.LOCAL STREET

DIMENSION MINIMUM MAXIMUM

A 24' *

B 10' R

C ---

D ---

E------F

20'

G ---NOTES:

1. THE ENTRANCE AND EXIT FROM A CIRCULAR RESIDENTIAL DRIVEWAY SHALL BEFROM THE SAME STREET. ENTRANCE FROM ONE STREET WITH EXIT TO ANOTHERSTREET SHALL NOT BE PERMITTED.

2. NO PORTION OF ANY DRIVEWAY SHALL BE LOCATED WITHIN FOUR (4') FEET OF ANYFIRE HYDRANT, ELECTRICAL POLE, OR ANY ABOVE GROUND UTILITY STRUCTURE.

3. DRIVEWAYS ONTO THOROUGHFARE AND/OR COLLECTOR STREETS SHALL NOT BEPERMITTED WITHOUT WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATIONAND PUBLIC WORKS DEPARTMENT OR HIS DESIGNATE.

4. *A MAXIMUM THROAT WIDTH OF 30' SHALL BE ALLOWED FOR RESIDENTIALSTRUCTURES WITH A THREE CAR GARAGE ONLY. ALL OTHERS A VARIANCE SHALL BEREQUESTED AND APPROVED BY THE DIRECTOR OF TRANSPORTATION AND PUBLICWORKS DEPARTMENT.

5. FOR SIDEWALK DIMENSION AND SPECIFICATIONS PLEASE REFER TO STANDARDDETAIL SHEET. ALL SIDEWALKS CROSSING DRIVEWAYS SHALL BE SAME THICKNESSAS DRIVEWAY WITH A CROSS-SLOPE NOT TO EXCEED 2%.

BA

BB

C50

' MIN

.℄

TO ℄

℄

D

BBB

4' SIDEWALK

4' S

IDE

WA

LK

CIR

CLE

DR

IVE

P.L.

P.L.

10' MIN14' MAX

10' MIN14' MAX

PERPENDICULARPROJECTEDPROPERTY LINE

10'

5' R

50'

10'

28'

---

STR

EE

T C

.L.

LOC

AL

STR

EE

T℄

1 NOT TO SCALE

C26RESIDENTIAL DRIVEWAY DESIGN

RESIDENTIAL DRIVEWAY DESIGN

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

PERPENDICULARPROJECTEDPROPERTYLINE

A E A D100' MIN

20' MIN.

R.O.W.

20'

MIN

.D

50' M

IN.

AC

AB

STREET C.L.

1 FT.P.

L. V.A.M.EASEMENT

R.O

.W.

P.L.

RESTRICTEDAREA

COLLECTOR STREET

LOC

AL

STR

EE

T

DIMENSION MINIMUM MAXIMUM

16' (ONE WAY)

20' (TWO WAY)A 40'

B 30' R10' RLOCAL 50'

C ---COLLECTOR 100'

LOCAL 50'D ---COLLECTOR 100'

E ---F

100'---

G --- ---NOTES:

1. FOR DRIVEWAY SPACING ON ARTERIAL STREETS PLEASE SEE FIGURE 6-3.2. THE LOCATION OF ACCESS POINTS FOR COMMERCIAL DRIVEWAYS SHALL BE AT THE

SOLE DISCRETION OF THE CITY OF WEATHERFORD TRANSPORTATION AND PUBLICWORKS DEPARTMENT AFTER PROPER CONSIDERATION OF ANTICIPATED DRIVEWAYVOLUMES AND THEIR AFFECT ON TRAFFIC SAFETY.

3. A TRAFFIC IMPACT ANALYSIS MAY BE REQUIRED FOR PROPOSED DEVELOPMENTPROJECTS WHICH SHALL BE IN ACCORDANCE WITH CITY OF WEATHERFORDSUBDIVISION ORDINANCE.

4. FOR RESIDENTIAL DRIVEWAY DESIGN PLEASE SEE FIGURE 6-4 (A).5. FOR SIDEWALK DIMENSION AND SPECIFICATIONS PLEASE REFER TO STANDARD

DETAIL SHEET. ALL SIDEWALKS CROSSING DRIVEWAYS SHALL BE SAME THICKNESSAS DRIVEWAY WITH A CROSS-SLOPE NOT TO EXCEED 2%.

6. ONE WAY DRIVEWAYS SHALL HAVE APPROPRIATE SIGNS AND PAVEMENT MARKINGS.

STR

EE

T C

.L.

6' SIDEWALK

6' S

IDE

WA

LK

---

1 NOT TO SCALE

C27COMMERCIAL DRIVEWAY DESIGN

COMMERCIAL DRIVEWAY DESIGN

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

2'-6"

1"

4"

LIGHT BRUSH FINISH

#3 BARS 24" O.C.BOTH WAYS

1/2" RED WOODEXPANSION MATERIAL

1/2" DIA X 24"SMOOTH ROUNDBAR 24" O.C.

4' RESIDENTIAL5' COMMERCIAL

R 3/8"R 3/8"

#3 BARS 24" O.C.BOTH WAYS

4"11 2"

112"

2" WASHED SANDCUSHION FOR SOILSWITH P.I. OF 15 OR MORE

MATCH ROUNDED EDGERADIUS ON CURBUSE EDGER-BOTH SIDES

4" 4"

8"

4"4"

NOTES:1. MAXIMUM GRADE OF THE SIDEWALK SHALL BE

FIVE PERCENT (5%) OR THE GRADE OFADJACENT OF STREET.

2. CROSS SLOPE OF SIDEWALK SHALL BE TWOPERCENT (2%) MAX PER A.D.A. OTHER THAN 5'SIDEWALK MAY BE SPECIFIED BY OWNER.

3. SIDEWALK SHALL BE CLASS "A" CONCRETEWITH #3 REBAR AT 18" CENTERS UNLESSOTHERWISE SPECIFIED BY OWNER.

4. ALL HONEYCOMB IN BACK OF CURB TO BETROWEL-PLASTERED BEFORE POURINGSIDEWALK.

5. LUG MAY BE FORMED BY SHAPING SUBGRADETO APPROXIMATE DIMENSIONS SHOWN.

6. 1/2" EXPANSION JOINTS SHALL BE SPACED A30' MAXIMUM INTERVALS OR AS OTHERWISESPECIFIED. JOINTS SHALL BE RED WOOD WITHMINIMUM THREE (3) #4 SMOOTH DOWELS AT12" SPACING.

7. ALL EXPANSION JOINTS SHALL BE SEALEDWITH APPROVED JOINT SEALANT PERN.C.T.C.O.G. SPECIFICATIONS.

8. ALL SIDEWALKS CROSSING DRIVEWAYS SHALLBE SAME THICKNESS OF DRIVEWAYAPPROACH.

9. SIDEWALK SUBGRADE SHALL BE COMPACTEDTO 95% STANDARD PROCTOR DENSITY.

10. A MAXIMUM OF 1" SAND MAY BE USED FORLEVEL UP ONLY.

11. ALL SIDEWALK CONSTRUCTION SHALLCONFORM TO THE LATEST A.D.A. RULES ANDGUIDELINES AND TEXAS ACCESSIBILITYSTANDARDS.

12. ALL SIDEWALK CONSTRUCTION SHALLCONFORM TO THE LATEST EDITION OF THEPUBLIC WORKS CONSTRUCTION STANDARDS,NORTH CENTRAL TEXAS.

13. OWNER/CONTRACTOR SHALL OBTAIN A R.O.W.EXCAVATION PERMIT PRIOR TO ANY WORK ORCONSTRUCTION. CONTACT TPW AT817-598-4254.

A A

B

B

5' COMMERCIAL4' RESIDENTIAL

1/2" DOWELED EXPANSION JOINT WITHEXPANSION JOINT FILLER EVERY 30'

NOTE:SIDEWALK SHALL BE 1FOOT AWAY FROM R.O.W.LINE, UNLESS APPROVEDBY CITY.

TOOL JOINTS

1 NOT TO SCALE

C28REINFORCED CONCRETE SIDEWALK

PLAN

2 NOT TO SCALE

SECTION A-A

3 NOT TO SCALE

SECTION B-B

4 NOT TO SCALE

SIDEWALK ADJACENT TO CURBJOINT LUG DETAIL FOR

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

A

A

A ASECTION

NOTES:

1. CROSS SLOPE OF SIDEWALK SHALL BE TWO PERCENT (2%) MAX INCLUDING OVER DRIVEWAYAPPROACH.

2. SIDEWALK SHALL BE 4" THICKNESS, CLASS "A" CONCRETE WITH #3 REBAR AT 18" CENTERS UNLESSOTHERWISE SPECIFIED BY TPW.

3. 1/2" EXPANSION JOINTS SHALL BE SPACED AT 40' MAXIMUM INTERVALS OR AS OTHERWISE SPECIFIED.JOINTS SHALL BE RED WOOD WITH MINIMUM THREE (3) #4 SMOOTH DOWELS AT 12" SPACING.

4. ALL SIDEWALKS CROSSING DRIVEWAYS SHALL BE SAME THICKNESS OF DRIVEWAY APPROACH.5. ALL SIDEWALK CONSTRUCTION SHALL CONFORM TO THE LATEST A.D.A. RULES AND GUIDELINES AND

TEXAS ACCESSIBILITY STANDARDS.6. FOR ITEMS NOT SPECIFIED IN THIS DETAIL PLEASE REFER TO N.C.T.C.O.G. PUBLIC WORKS

CONSTRUCTION STANDARDS.7. OWNER/CONTRACTOR SHALL OBTAIN A R.O.W. CONSTRUCTION PERMIT PRIOR TO ANY WORK OR

CONSTRUCTION. CONTACT TPW AT 817-598-4254.

C28ACONCRETE SIDEWALKWITH PARKWAY

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

1' TYPICAL

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

2%%% MAX SLOPE

AutoCAD SHX Text

1FT TYPICAL

AutoCAD SHX Text

4' RESIDENTIAL

AutoCAD SHX Text

6' COMMERCIAL

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

3:1 MAX SLOPE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

4"

AutoCAD SHX Text

#3 BARS AT 18" CENTERS EACH WAY

AutoCAD SHX Text

2%%% MIN SLOPE

AutoCAD SHX Text

MAINTAIN 2% CROSS-SLOPE SIDEWALK SHALL BE SAME THICKNESS OF DRIVEWAY APPROACH.

AutoCAD SHX Text

DUMMY JOINTS SAME WIDTH AS SIDEWALK WIDTH

B

B

B BSECTION

NOTES:

1. CROSS SLOPE OF SIDEWALK SHALL BE TWO PERCENT (2%) MAX INCLUDING OVER DRIVEWAYAPPROACH.

2. SIDEWALK SHALL BE 4" THICKNESS, CLASS "A" CONCRETE WITH #3 REBAR AT 18" CENTERS UNLESSOTHERWISE SPECIFIED BY TPW.

3. 1/2" EXPANSION JOINTS SHALL BE SPACED AT 40' MAXIMUM INTERVALS OR AS OTHERWISE SPECIFIED.JOINTS SHALL BE RED WOOD WITH MINIMUM THREE (3) #4 SMOOTH DOWELS AT 12" SPACING.

4. ALL SIDEWALKS CROSSING DRIVEWAYS SHALL BE SAME THICKNESS OF DRIVEWAY APPROACH.5. ALL SIDEWALK CONSTRUCTION SHALL CONFORM TO THE LATEST A.D.A. RULES AND GUIDELINES AND

TEXAS ACCESSIBILITY STANDARDS.6. FOR ITEMS NOT SPECIFIED IN THIS DETAIL PLEASE REFER TO N.C.T.C.O.G. PUBLIC WORKS

CONSTRUCTION STANDARDS.7. OWNER/CONTRACTOR SHALL OBTAIN A R.O.W. CONSTRUCTION PERMIT PRIOR TO ANY WORK OR

CONSTRUCTION. CONTACT TPW AT 817-598-4254.

C28BCONCRETE SIDEWALKADJACENT TO CURB

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

DUMMY JOINTS SAME WIDTH AS SIDEWALK WIDTH

AutoCAD SHX Text

MAINTAIN 2% CROSS-SLOPE SIDEWALK SHALL BE SAME THICKNESS OF DRIVEWAY APPROACH.

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

5' RESIDENTIAL 6' COMMERCIAL

AutoCAD SHX Text

4"

AutoCAD SHX Text

2FT. MIN.

AutoCAD SHX Text

2%%% MAX SLOPE

AutoCAD SHX Text

#3 BARS AT 18" CENTERS EACH WAY

AutoCAD SHX Text

COMPACTED SUBGRADE

LANDING TO MATCHSIDEWALK WIDTH

6'

4'

6'

1:50 MAX1:12 MAX

6' TYP

1:12 M

AX

1:12 M

AX

1:12 MAX1:

12 M

AX

INSTALL DETECTABLEWARNING SURFACEA MINIMUM OF 6" FROMBACK OF CURB. SEENOTES

SIDEWALK4' RESIDENTIAL5' COMMERCIAL

R.O.W.R

.O.W

.

V.A.M

. EASEMENT

1:50 MAX

BACK OF CURBB

AC

K O

F C

UR

B

TYPE "A" RAMPBARRIER FREE RAMPAT INTERSECTION TYPICALFOR RESIDENTIALDEVELOPMENTS

VAR

IES

1 FT

. TYP

NOTES:

1. DIMENSIONS SHOWN ON STANDARD DETAILS ARE APPROXIMATE ANDWILL VARY ON EXISTING SIDEWALK AND STREET LONGITUDINAL ANDCROSS SLOPES. DIMENSIONS SHOWN ASSUME EXISTINGLONGITUDINAL AND CROSS SLOPES ARE LESS THAN 2%.RAMP LOCATIONS WITH LONGITUDINAL OR CROSS SLOPES EXCEEDING2% SHOULD BE ADDRESSED BY SEPARATE DESIGN DETAILS THATCOMPLY WITH TEXAS ACCESSIBILITY STANDARDS AND MATCH CITY OFWEATHERFORD STANDARD DETAILS IN APPEARANCE AS MUCH ASPOSSIBLE.

2. RAMPS FOR SIDEWALKS (WITH WIDTHS OTHER THAN SHOWN ON THESEDETAILS) SHOULD BE ADJUSTED TO FIT DIMENSIONS OF THEAPPROACH SIDEWALKS CALLED FOR ON PLAN SHEETS.

3. FULL LENGTH OF RAMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH.4. THE CONTRACTOR MUST NOTIFY THE CITY PRIOR TO INSTALLATION OF

CONCRETE IF THE APPROACH SLOPE OF THE EXISTING SIDEWALKEXCEEDS 1:20 (5%) OR HAS A CROSSFALL GREATER THAN 1:50 (2%)AND NO DESIGN DETAILS ARE PROVIDED FOR THAT SPECIFICLOCATION.

5. CONTRACTOR TO VERIFY ALL SLOPES PRIOR TO POURING CONCRETE.ALL SLOPES SHOULD BE IN COMPLIANCE WITH APPLICABLESTANDARDS FROM THE TEXAS DEPARTMENT OF LICENSING ANDREGULATION.

6. LANDING PAD SHALL BE A MINIMUM OF 48" WIDTH AND MATCHSIDEWALK WIDTH. NO LANDING PAD SHALL BE LESS THAN THISDIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPESHALL NOT EXCEED 1:50 (2%) AT ANY DIRECTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE SLOPESMEET REQUIREMENTS OF THE TEXAS ACCESSIBILITY STANDARDS.

8. CONTRACTOR SHALL CONTACT TPW FOR INSPECTION PRIOR TO ANYPLACEMENT OF CONCRETE IN R.O.W.

9. A CURB SHALL BE CONSTRUCTED AT THE BACK OF THE WHEELCHAIRRAMP WHEN ELEVATION DIFFERENCE EXCEEDS 6".

10. CURB RAMPS SHALL BE CONSTRUCTED WITH SAME SPECIFICATIONSFOR SIDEWALK CONSTRUCTION UNLESS OTHERWISE NOTED.

11. FOR SIDEWALK DETAILS AND SPECIFICATIONS REFER TO SIDEWALKDETAIL SHEET.

12. ADA REPLACEABLE (WET SET) COMPOSITE TACTILE WARNING SURFACEUNIT (RED) AVAILABLE FROM ADA SOLUTIONS SHALL BE INSTALLED FORALL ADA RAMPS. DETECTABLE WARNING SHALL BE 24" LENGTH BY 48"WIDTH TRUNCATED DOMES THAT ARE TAS APPROVED. CONTRACTORSHALL PROVIDE A MINIMUM 4" CONCRETE THICKNESS BENEATH THEADA REPLACEABLE COMPOSITE TACTILE WARNING SURFACE UNIT.

CONVERSIONS1:12 - APPROXIMATELY 8.3%1:20 - APPROXIMATELY 5%1:50 - APPROXIMATELY 1/4" PER 1' OR 2%

CURB TRANSITION 6"TO 0"

1 NOT TO SCALE

C29CURB RAMP DETAILTYPE "A" RAMP

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

LANDING TO MATCHSIDEWALK WIDTH

1:50 MAX

1:12 MAX

6' TYP

1:12 M

AX

1:12 M

AX

1:12 MAX

1:12

MAX


SIDEWALK4' RESIDENTIAL5' COMMERCIAL

R.O.W.

R.O

.W.

V.A.M

. EASEMENT

1:50 MAX

TYPE "B" RAMPBARRIER FREE RAMPWITH SIDEWALK AT CURB.

VARIES1 FT. TYP

1:50 MA

X

4'

6'6'

NOTES:

1. DIMENSIONS SHOWN ON STANDARD DETAILS AREAPPROXIMATE AND WILL VARY ON EXISTING SIDEWALKAND STREET LONGITUDINAL AND CROSS SLOPES.DIMENSIONS SHOWN ASSUME EXISTING LONGITUDINALAND CROSS SLOPES ARE LESS THAN 2%.RAMP LOCATIONS WITH LONGITUDINAL OR CROSSSLOPES EXCEEDING 2% SHOULD BE ADDRESSED BYSEPARATE DESIGN DETAILS THAT COMPLY WITH TEXASACCESSIBILITY STANDARDS AND MATCH CITY OFWEATHERFORD STANDARD DETAILS IN APPEARANCE ASMUCH AS POSSIBLE.

2. RAMPS FOR SIDEWALKS (WITH WIDTHS OTHER THANSHOWN ON THESE DETAILS) SHOULD BE ADJUSTED TOFIT DIMENSIONS OF THE APPROACH SIDEWALKS CALLEDFOR ON PLAN SHEETS.

3. FULL LENGTH OF RAMP (SLOPE 1:12) NOT TO EXCEED 6'IN LENGTH.

4. THE CONTRACTOR MUST NOTIFY THE CITY PRIOR TOINSTALLATION OF CONCRETE IF THE APPROACH SLOPEOF THE EXISTING SIDEWALK EXCEEDS 1:20 (5%) OR HAS ACROSSFALL GREATER THAN 1:50 (2%) AND NO DESIGNDETAILS ARE PROVIDED FOR THAT SPECIFIC LOCATION.

5. CONTRACTOR TO VERIFY ALL SLOPES PRIOR TO POURINGCONCRETE. ALL SLOPES SHOULD BE IN COMPLIANCEWITH APPLICABLE STANDARDS FROM THE TEXASDEPARTMENT OF LICENSING AND REGULATION.

6. LANDING PAD SHALL BE A MINIMUM OF 48" WIDTH ANDMATCH SIDEWALK WIDTH. NO LANDING PAD SHALL BELESS THAN THIS DIMENSION UNLESS OTHERWISEDIRECTED BY CITY. CROSS SLOPE SHALL NOT EXCEED1:50 (2%) AT ANY DIRECTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TOENSURE SLOPES MEET REQUIREMENTS OF THE TEXASACCESSIBILITY STANDARDS.

8. CONTRACTOR SHALL CONTACT TPW FOR INSPECTIONPRIOR TO ANY PLACEMENT OF CONCRETE IN R.O.W.

9. A CURB SHALL BE CONSTRUCTED AT THE BACK OF THEWHEELCHAIR RAMP WHEN ELEVATION DIFFERENCEEXCEEDS 6".

10. CURB RAMPS SHALL BE CONSTRUCTED WITH SAMESPECIFICATIONS FOR SIDEWALK CONSTRUCTION UNLESSOTHERWISE NOTED.

11. FOR SIDEWALK DETAILS AND SPECIFICATIONS REFER TOSIDEWALK DETAIL SHEET.

12. ADA REPLACEABLE (WET SET) COMPOSITE TACTILEWARNING SURFACE UNIT (RED) AVAILABLE FROM ADASOLUTIONS SHALL BE INSTALLED FOR ALL ADA RAMPS.DETECTABLE WARNING SHALL BE 24" LENGTH BY 48"WIDTH TRUNCATED DOMES THAT ARE TAS APPROVED.CONTRACTOR SHALL PROVIDE A MINIMUM 4" CONCRETETHICKNESS BENEATH THE ADA REPLACEABLECOMPOSITE TACTILE WARNING SURFACE UNIT.


CURB TRANSITION 6"TO 0"

1 NOT TO SCALE

C30CURB RAMP DETAILTYPE "B" RAMP

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

VARIES1 FT. TYP

1:50 MAX

1:12 MA

X

1:50 MAX

R.O.W.

R.O

.W.

V.A.M

. EASEMENT

SID

EW

ALK

4' R

ES

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NTI

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5' C

OM

ME

RC

IAL

BACK OF CURB

CURB MATCHEXISTING TRANSITIONTO SIDEWALK


TYPE "C" RAMPBARRIER FREE RAMPWITH SIDEWALK AT CURBONE SIDE

NOTES:














CURB TRANSITION6" TO 0"

LANDING

C31CURB RAMP DETAILTYPE "C" RAMP

1 NOT TO SCALE

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

R.O.W.

BACK OF CURB

1:50 MAX


CURB HEIGHT VARIESTRANSITION TO SIDEWALK

SIDEWALK

TYPE "D" RAMPBARRIER FREE RAMPWITH NO V.A.M. EASMENT

BA

CK

OF C

UR

B

1:50 MAX

1:12 MAX

1:50 MA

X

4' RESIDENTIAL5' COMMERCIAL

VARIES1 FT. TYP.

R.O

.W.

1:12 MA

X

NOTES:














LANDING

LANDING

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C32CURB RAMP DETAILTYPE "D" RAMP

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

VAR

IES

1 FT

. TYP

.R.O.W.

BACK OF CURB

1:12 MAX

1:50 MAX



SIDEWALK

TYPE "E" RAMPBARRIER FREE RAMPWITH NO V.A.M. EASEMENT

NOTES:














1:12 MAX

LANDING

LANDING

1 NOT TO SCALE

C33CURB RAMP DETAILTYPE "E" RAMP

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

R.O.W.

1:12 MAX

1:50 MAX


SIDEWALK

1:50 MA

X

1:50 MAX

1:12 MA

X


R.O

.W.

TYPE "F" RAMPBARRIER FREE RAMPWITH SIDEWALK AT CURBNO V.A.M. EASMENT

NOTES:














LANDING

LANDING

1 NOT TO SCALE

C34CURB RAMP DETAILTYPE "F" RAMP

CURB RAMP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

8"H

VA

RIE

S4'

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X

7'

1'

8"

2"

2"

6 1/

2"6"

3/4" CHAMFER

9" x 12" CONTINUOUS POCKET OF CLEANCOARSE 3/8" TO 1 1/2" GRAVELWITH FILTER FABRICALONG FULL LENGTH OF RETAINING WALL

3" P.V.C. WEEP HOLES AT 10'(F.L. 2" ABOVE SIDEWALK)

PERMISSIBLE CONSTRUCTION JOINTWITH 3" x 2" BLOCKOUT

FLAT

1/4" FT.1/4" R.

#4 BARS AT 12" CNTRS.BOTH WAYS (USE #4 BENTBARS WHERE H EXCEEDS 3')

4" SANDCUSHION *

COMPACTED SUBGRADE - 90% MAXIMUMDENSITY PER ASTM D 698.

BACKFILL WITH SANDAFTER FORM REMOVAL

*WHEN SPECIFIED ON PLANS

NOTE:1. PROVIDE VERTICAL EXPANSION IN WALL AT 25'

MAX. SPACING.2. WALL DESIGN ASSUMES NO SURCHARGE. A

SPECIAL ENGINEERING ANALYSIS IS REQUIREDFOR OTHER CONDITIONS.

R.O

.W

RETAINING WALL WITHINTEGRAL SIDEWALK

1 NOT TO SCALE

C35RETAINING WALL WITHINTEGRAL SIDEWALK

RETAINING WALL SECTION

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

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C36MONUMENT DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

C36

SH

EE

T. #

Utility PotholeEXISTING PAVEMENT

EXISTING PAVEMENT SUBGRADE

150 PSI MODIFIED FLOWABLEBACKFILL PER N.C.T.C.O.G. ITEM504.2.3.5.

NOTES:

1. A right-of-way construction permit is required for all pavement utility pothole

excavations.

2.Keyhole cores through the roadway pavement shall use diamond core drilling

equipment. Open pavement cut utility pothole shall be sawcut in a square

shape. Any other method shall be approved by the Transportation and Public

Works Director.

3.Drilled core holes or pavement cuts over 12” shall be repaired per City's utility

pavement repair cut detail or as determined by Director.

4.Adjacent utility potholes shall not be closer than 3 feet from each other (edge to

edge), shall not be adjacent to pavement crack greater than

1

8

" wide, and shall

not be closer than 4 feet from a tool or construction pavement joint.

5.No more than four multiple utility potholes within a 200 square foot area, as

measured within the smallest rectangular area that fully encompasses any four

utility potholes, will be allowed unless approved by the TPW Director.

6.Keyhole pothole excavation and repair shall be completed within 48 hours.

UTILITY CONDUIT USE SAND UNLESSNOTED BY UTILITY OWNER

12" MAX

CONCRETE PAVEMENT: 4500 PSINON SHRINK GROUT BACKFILL.12" DEPTH.ASPHALT PAVEMENT:COMPACTED ASPHALTIC COLDMIX. 6" DEPTH.

C37PAVEMENT CORE AND UTILITYPOTHOLING REPAIR

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTES:1. ITEM NUMBERS REFER TO N.C.T.C.O.G. "STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION" 4TH EDITION.2. FOR STORM SEWER MATERIAL AND SPECIFICATION REFER TO CITY OF

WEATHERFORD ENGINEERING AND DESIGN CONSTRUCTION MANUAL,LATEST VERSION.

3. FOR STORM SEWER INSTALLATION UNDER EXISTING PAVEMENT,REFER TO CITY DETAIL S2.1 OR S2.2 FOR BACKFILL STANDARDS.INSTALL EMBEDMENT AS SPECIFIED IN THIS DETAIL.

FUTURE PAVEMENT

SUBBASE

1" CRUSHED ROCKTO SPRING LINEPER N.C.T.C.O.G.ITEM 504.2.2.1.

TRENCH BACKFILL:IN STREET R.O.W., GRANULARMATERIAL PER N.C.T.C.O.G.ITEM 504.2.2.2 COMPACTED TO95% OF MAXIMUM DENSITYPER ASTM D698.

6" M

IN.

6" MIN. OUTSIDE OF STREET R.O.W.BACKFILL SHALL BE TYPE "B"BACKFILL PER N.C.T.C.O.G.ITEM 504.2.3.3 COMPACTED TO90% OF MAXIMUM DENSITYPER ASTM D698.

S1STORM SEWER DETAIL

1 NOT TO SCALE

STORM SEWER DETAIL

SHEET. #05/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

BASE COURSE

NATURAL GROUND

USE SAND UNLESSNOTED BY UTILITY OWNER

UTILITY CONDUIT

COMPACTED UTILITYEMBEDMENT (MATERIAL &DIMENSIONS MUST BEAPPROVED BY UTILITY OWNER)

EXISTING PAVEMENT

CEMENT TREATED BASE (CTB)

8" MIN CEMENT TREATED BASESEE NOTES

NOTES:1. Utility owner or contractor is required to obtain a Right-of-Way (R.O.W.) Construction permit prior to

any work within the public right-of-way including public alleyway and/or easements. All work withinCity of Weatherford R.O.W. shall be in accordance with Right-of-Way Ordinance 759-2016-05.

2. Traffic control plan (TCP) shall be submitted with R.O.W. Construction permit and no work shall startuntil R.O.W. permit is approved.

3. For emergency utility repairs, contractor/owner shall submit R.O.W. Construction permit as soon aspossible but no later than 48 hours from initial utility excavation.

4. Utility excavations shall be backfilled with Cement Treated Base (CTB) which consist of flex basematerial with two sacks of cement type I/II per cubic yard mixed in a concrete mixer or transit mixed.CTB may be mixed on site with approval from Director of TPW or representative. CTB shall bemechanically compacted in lifts no more than 12 inches. This repair detail is for localized utility repairsand for trenches less than 25 linear feet.

5. Temporary asphalt shall be placed over backfill until permanent asphalt patch is completed.6. All permanent pavement repairs shall be square and perpendicular or parallel to the roadway. Refer

to N.C.T.C.O.G. Pavement Cut and Repair detail 3070C & 3070D for additional repair limits. All finalpavement repairs shall be approved by TPW Director or representative.

7. Final pavement repairs shall be completed within 21 days from completion of repair/work.8. Utility cuts on street pavements less than five years of age or greater than 80 Pavement Condition

Index (PCI) refer to detail S2.3.9. All work shall be per City specifications and N.C.T.C.O.G. Public Works Construction Standards and

Specifications, latest edition.10. Utility owner is responsible for final repairs and for any failures up to one year from final inspection of

repair.11. Contact TPW at 817-598-4234 for inspection of backfill and pavement repairs at least 24 hours from

beginning work.

ASPHALT SECTIONMATCH EXISTING PAVEMENT DEPTHMINIMUM 2"

CONCRETE SECTIONMATCH EXISTING PAVEMENT DEPTH

MINIMUM 6"#4 REBAR @ 12" CENTERS

#4 DOWEL BARS @ 18" CENTERS3600 PSI CONCRETE

STRAIGHT EDGEVERTICAL SAW CUT

SEE NOTE 8 FORPAVEMENTS LESSTHAN FIVE YEARS OF AGE

12" MAXMINIMUM PER UTILITY OWNER

TACK COAT EDGE

OR FLOWABLE FILL

S2.1UTILITY REPAIR DETAILPAVED AREAS

SHEET. #06/2020

TRANSPORTATION AND PUBLIC WORKSDEPARTMENT

DATE

DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

NOTES: 1. Contractor is required to obtain a R.O.W Construction permit prior to any work within the public right-of-way Contractor is required to obtain a R.O.W Construction permit prior to any work within the public right-of-way including public alleyway or easements. 2. All loose material within the excavation/ trench shall be mechanically compacted in lifts no more than 12" to All loose material within the excavation/ trench shall be mechanically compacted in lifts no more than 12" to 95% compaction per standard proctor. Compaction testing shall be required for every lift. Compaction test reports shall be submitted to TPW for all excavations/ trenches. For longitudinal trenches a compaction test is required every 200 linear feet for each lift and at crossings designated by inspector. 3. Class 3 earth backfill shall meet the requirements of Type B backfill per N.C.T.C.O.G. section 504.2.3. with the Class 3 earth backfill shall meet the requirements of Type B backfill per N.C.T.C.O.G. section 504.2.3. with the exception of stone shall be less than 2 inches in diameter. 4. Flowable Fill Material shall be per N.C.T.C.O.G. specification 504.2.3.4. Flowable Fill Material shall be per N.C.T.C.O.G. specification 504.2.3.4. 5. Cement Treated Base shall consist of flex base material with two sacks of cement type I/II per cubic yard Cement Treated Base shall consist of flex base material with two sacks of cement type I/II per cubic yard mixed in a concrete mixer or transit mixed. Road mixed may be allowed subject to approval from director of TPW. No compaction test required for CTB. 6. Temporary asphalt shall be placed over trench as soon as backfill is completed. Temporary asphalt shall be placed over trench as soon as backfill is completed. 7. Final pavement repairs shall be performed by City forces or City approved contractors. Contractors may Final pavement repairs shall be performed by City forces or City approved contractors. Contractors may perform final pavement repairs if approved by Director of TPW. Monetary deposits will be required for final pavement repairs at time of permitting. TXDOT R.O.W. use City contractor or TxDOT approved contractor. 8. Final pavement repair section layout shall be determined and approved by Director of TPW or representative. Final pavement repair section layout shall be determined and approved by Director of TPW or representative. All Asphalt and Concrete repairs shall be per City specifications and N.C.T.C.O.G. Public Works Construction Standards and Specifications, latest edition.

AutoCAD SHX Text

12"

AutoCAD SHX Text

6"

BASE COURSE

NATURAL GROUND

USE SAND UNLESSNOTED BY UTILITY OWNER

UTILITY CONDUIT

COMPACTED UTILITYEMBEDMENT (MATERIAL &DIMENSIONS MUST BEAPPROVED BY UTILITY OWNER)

EXISTING PAVEMENT

3 FT. MINIMUM FLEX BASE

8" MIN CEMENT TREATED BASESEE NOTES

NOTES:1. Utility owner or contractor is required to obtain a Right-of-Way (R.O.W.) Construction permit prior to

any work within the public right-of-way including public alleyway and/or easements. All work withinCity of Weatherford R.O.W. shall be in accordance with Right of Way Ordinance 759-2016-05.

2. Traffic control plan (TCP) shall be submitted with R.O.W. Construction permit and no work shall startuntil R.O.W. permit is approved.

3. Cement Treated Base (CTB) shall consist of flexible base material with two sacks of cement type I/IIper cubic yard mixed in a concrete mixer or transit mixed. CTB may be mixed on site with approvalfrom Director of TPW or representative. CTB section shall be mechanically compacted.

4. Flexible base shall be per TXDOT item 247 and be mechanically compacted in 12-inch lifts.5. Class 3 earth backfill shall meet the requirements of Type B backfill per N.C.T.C.O.G Public Works

Construction Standards section 504.2.3.3 except for stone shall be less than three-inch diameter.6. All material within the trench shall be mechanically compacted in lifts no more than 12-inches to 95%

compaction per standard proctor. Compaction test report required for every 200 linear feet for eachlift and at crossings designated by inspector. Submit compaction reports to TPW.

7. All permanent pavement repairs shall be rectangular and perpendicular or parallel to the roadway.Refer to N.C.T.C.O.G. Pavement Cut and Repair detail 3070C & 3070D for additional repair limits. Allfinal pavement repairs shall be approved by TPW Director or representative.

8. For utility trenches on street pavements less than five years of age or greater than 80 PavementCondition Index (PCI), refer to detail S2.3.

9. Temporary asphalt shall be placed over backfill until permanent asphalt patch is completed.10. Final pavement repairs shall be completed within 21 days from completion of repair/work.11. All work shall be per City specifications and N.C.T.C.O.G. Public Works Construction Standards and

Specifications, latest edition.12. Utility owner is responsible for final repairs and for any failures up to one year from final inspection of

repair.13. Contact TPW at 817-598-4234 for inspection of backfill and pavement repairs at least 24 hours from

beginning work.

ASPHALT SECTIONMATCH EXISTING PAVEMENT DEPTHMINIMUM 2"

CONCRETE SECTIONMATCH EXISTING PAVEMENT DEPTH

MINIMUM 6"#4 REBAR @ 12" CENTERS

#4 DOWEL BARS @ 18" CENTERS3600 PSI CONCRETE

STRAIGHT EDGEVERTICAL SAW CUT

SEE NOTE 8 FORPAVEMENTS LESSTHAN FIVE YEARS OF AGE

CLASS 3 EARTH BACKFILLSEE NOTES

12" MAXMINIMUM PER UTILITY OWNER

TACK COAT

S2.2TYPICAL UTILITY TRENCH SECTIONPAVED AREAS

SHEET. #04/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

NOTES: 1. Contractor is required to obtain a R.O.W Construction permit prior to any work within the public right-of-way Contractor is required to obtain a R.O.W Construction permit prior to any work within the public right-of-way including public alleyway or easements. 2. All loose material within the excavation/ trench shall be mechanically compacted in lifts no more than 12" to All loose material within the excavation/ trench shall be mechanically compacted in lifts no more than 12" to 95% compaction per standard proctor. Compaction testing shall be required for every lift. Compaction test reports shall be submitted to TPW for all excavations/ trenches. For longitudinal trenches a compaction test is required every 200 linear feet for each lift and at crossings designated by inspector. 3. Class 3 earth backfill shall meet the requirements of Type B backfill per N.C.T.C.O.G. section 504.2.3. with the Class 3 earth backfill shall meet the requirements of Type B backfill per N.C.T.C.O.G. section 504.2.3. with the exception of stone shall be less than 2 inches in diameter. 4. Flowable Fill Material shall be per N.C.T.C.O.G. specification 504.2.3.4. Flowable Fill Material shall be per N.C.T.C.O.G. specification 504.2.3.4. 5. Cement Treated Base shall consist of flex base material with two sacks of cement type I/II per cubic yard Cement Treated Base shall consist of flex base material with two sacks of cement type I/II per cubic yard mixed in a concrete mixer or transit mixed. Road mixed may be allowed subject to approval from director of TPW. No compaction test required for CTB. 6. Temporary asphalt shall be placed over trench as soon as backfill is completed. Temporary asphalt shall be placed over trench as soon as backfill is completed. 7. Final pavement repairs shall be performed by City forces or City approved contractors. Contractors may Final pavement repairs shall be performed by City forces or City approved contractors. Contractors may perform final pavement repairs if approved by Director of TPW. Monetary deposits will be required for final pavement repairs at time of permitting. TXDOT ROW either use City contractor or TXDOT approved contractor. 8. Final pavement repair section layout shall be determined and approved by Director of TPW or representative. Final pavement repair section layout shall be determined and approved by Director of TPW or representative. All Asphalt and Concrete repairs shall be per City specifications and N.C.T.C.O.G. Public Works Construction Standards and Specifications, latest edition. Final concrete repairs shall be repaired to the nearest joint within three feet.

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

CURB/EDGE OF ASPHALT

LANE

LANE

LANE

LANE

CURB/EDGE OF ASPHALT

CL

LANE

LANE

LANE

LANE

CURB/EDGE OF CONCRETE

CL

CURB/EDGE OF CONCRETE

PAVEMENT CUTPANEL REPLACEMENT

PAVEMENT JOINTS

ASPHALT PAVEMENT LESS THAN FIVE YEARS OF AGE OR IFPAVEMENT HAS A PAVEMENT CONDITION INDEX (PCI) EQUAL TO

OR GREATER THAN 80

NOTES:1. REPAIR AND BACKFILL UTILITY CUT PER CITY DETAIL S2.1.2. REMOVE ENTIRE CONCRETE PAVEMENT PANEL AS SHOWN OR AS APPROVED BY TPW DIRECTOR OR REPRESENTATIVE.3. REPLACE CONCRETE PANEL WITH 4,000 PSI WITH #4 REBAR AT 12 INCH O.C.E.W.4. DOWEL 6" INTO EXISTING CONCRETE PAVEMENT WITH 24" LONG #4 REBAR AT 24" CENTERS.5. CONCRETE SECTION SHALL MATCH EXISTING PAVEMENT THICKNESS OR MINIMUM 6 INCHES.6. FINAL SURFACE MUST MEET A 12 FT STRAIGHT EDGE WITH A MAXIMUM ALLOWABLE DEVIATION OF 14 INCH.7. A DEPOSIT FOR PAVING IMPROVEMENTS WILL BE REQUIRED AT TIME OF PERMITTING PROCESS FOR GUARANTEE OF

PERFORMANCE OR UTILITY OWNER MAY ESCROW THE DEPOSIT TO THE CITY FOR IMPROVEMENTS TO BE COMPLETED BY THE CITYOR ITS SUBCONTRACTORS.

8. FINAL PAVEMENT REPAIR SHALL BE COMPLETED WITHIN 30 DAYS FROM COMPLETION OF REPAIR/WORK OR AS APPROVED BY TPWDIRECTOR OR REPRESENTATIVE.

ASPHALT STREET

CONCRETE STREET

NOTES:1. REPAIR AND BACKFILL UTILITY CUT PER CITY DETAIL S2.1.2. PERMANENT ASPHALT REPLACEMENT SHALL BE PAVED WITH A PAVING MACHINE A MINIMUM OF 25 FEET BY THE WIDTH OF

TRAVELING LANE OR AS APPROVED BY TPW DIRECTOR OR REPRESENTATIVE.3. REMOVE AND REPLACE ASPHALT SURFACE PER N.C.T.C.O.G. SPECIFICATION SECTION 402.4.4. ASPHALT SECTION SHALL MATCH EXISTING PAVEMENT THICKNESS OR MINIMUM 2 INCHES.5. FINAL SURFACE MUST MEET A 16 FT STRAIGHT EDGE WITH A MAXIMUM ALLOWABLE DEVIATION OF 14 INCH.6. IF FOUR OR MORE PAVEMENT CUTS WITHIN THE SAME BLOCK, THEN THE ENTIRE BLOCK OR 600 FEET MAXIMUM, SHALL BE

RESURFACED OR AS APPROVED BY TPW DIRECTOR OR REPRESENTATIVE. THIS ALSO APPLIES FOR TRENCHES OVER 100 LINEARFEET WITH PERPENDICULAR TRENCHES. LONGITUDINAL TRENCHES WITHIN A TRAFFIC LANE MAY BE REPAIRED PER THIS DETAIL.

7. A DEPOSIT FOR PAVING IMPROVEMENTS WILL BE REQUIRED AT TIME OF PERMITTING PROCESS FOR GUARANTEE OFPERFORMANCE OR UTILITY OWNER MAY ESCROW THE DEPOSIT TO THE CITY FOR IMPROVEMENTS TO BE COMPLETED BY THE CITYOR ITS SUBCONTRACTORS.

8. FINAL PAVEMENT REPAIR SHALL BE COMPLETED WITHIN 45 DAYS FROM COMPLETION OF REPAIR/WORK OR AS APPROVED BY TPWDIRECTOR OR REPRESENTATIVE.

9. THIS DETAIL SHALL ONLY BE FOR COLLECTOR, ARTERIAL AND HIGH TRAFFIC STREETS GREATER THAN 1500 ADT.

CONCRETE PAVEMENT LESS THAN FIVE YEARS OF AGE OR IFPAVEMENT HAS A PAVEMENT CONDITION INDEX (PCI) EQUAL TO OR

GREATER THAN 80

FULL LANE WIDTH PAVEMENT REPLACEMENTWITH ASPHALT PAVING MACHINE

UTILITY REPAIR

S2.3PAVEMENT CUT & REPAIRFOR NEW STREETS

SHEET. #09/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

NOTES:1. ITEM NUMBERS REFER TO N.C.T.C.O.G. "STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION" 4TH EDITION.2. COMPACTION METHOD FOR TRENCH BACKFILL SHALL BE PER

N.C.T.C.O.G. ITEM 504.5.3 THRU 504.5.3.3.3. DENSITIES REQUIRED FOR EVERY 200 LINEAR FEET OF TRENCH PER LIFT

AND AT CROSSINGS DESIGNATED BY FIELD SERVICES INSPECTOR.

FUTUREPAVEMENT

SUBBASE

EMBEDMENT & PIPEENVELOPE SHALLBE AS SPECIFIED BYUTILITY OWNER.

IN STREET R.O.W.BACKFILL SHALL BEGRANULAR MATERIAL PERN.C.T.C.O.G. ITEM 504.2.2.2COMPACTED TO 95% OFMAXIMUM DENSITY PERASTM D698.

6" M

IN.

6" MIN.

OUTSIDE OF STREET R.O.W.BACKFILL SHALL BE TYPE "B"BACKFILL PER N.C.T.C.O.G.ITEM 504.2.3.3 COMPACTED TO90% OF MAXIMUM DENSITYPER ASTM D698.

S3TRENCH BACKFILL DETAIL

1 NOT TO SCALE

TRENCH BACKFILL DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

4' W + 2 T 4'

W TT

14

#5 BENT BARS

#4 AT 18" C-CBOTH WAYS

CONSTRUCTIONJOINT AT CORNERS

3" FILLET INOPENING

TROWEL FINISH

TOOLED EDGES

3'-0" #4 BARS18" C-C

CONSTRUCTIONJOINT AT CORNERS

TOOLED EDGES

6"10

"

4"

6"

4"

INLET SIZE T W2' SQUARE

4' SQUARE

5' SQUARE

6' SQUARE

7"

7"

8"

9"

2'-0"

4'-0"

5'-0"

6'-0"

*

* DROP INLET DEEPER THAN 3'(OUTSIDE TOP TO FLOWLINE)SHALL BE MINIMUM 4' SQUARE.

NOTES:1. MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF N.C.T.C.O.G. STANDARD SPECIFICATIONS FOR STANDARD CONCRETE MANHOLES.

MINIMUM CLASS "A" CONCRETE.2. LAYERS OF REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURFACES SHALL HAVE A COVER OF 2" TO THE CENTER OF BARS. UNLESS OTHERWISE NOTED.3. FOR DETAILS OF REINFORCING OF LOWER PORTIONS OF INLET SEE APPROPRIATE SQUARE MANHOLE DETAILS.4. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW LINE OF INLET IS VARIABLE. APPROXIMATE DEPTH WILL BE SHOWN ON PLANS AT LOCATION OF INLET.5. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS OTHERWISE SHOWN ON PLANS.6. DECK MAY BE REINFORCED SAME AS 4' SQUARE MANHOLE.7. MANHOLES OVER 3' DEPTH SHALL HAVE STEPS. STEP DETAILS AVAILABLE THROUGH TPW.

AA

W + 2 T

W - OPENING TT

W +

2 T

W -

OP

EN

ING

TT

C.I.COVER

#4 BARS AT 6"C-C EACH WAY

TOOLED EDGES

PIPE TO FIT THROUGH INLET WALL TRIM PIPE WITHMASONRY SAW AS NEEDED FOR CORRECT ANGLEOR LENGTH.

#5 BENT BAR(TYP. ALLCORNERS)

S4DROP INLET2', 4', 5' OR 6' SQUARE

1 NOT TO SCALE

PLAN OF TOP SLAB

2 NOT TO SCALE

SECTION "A-A"

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTE:1. CONCRETE SHALL BE CLASS "A".

TOP OF HEADWALL

MAX. SLOPE 2:1

11 1

1

#3 BARS AT 18"C-C BOTH WAYS

6"

8"

D +

1.5

'

8"

12"

D + 2.0'

12"

D


#4 AT 12" C-C

MAX. SLOPE 2:1

D

2'

5"

2D + 2'

8"

4'5"

SEE DETAIL "D"

8"

6"

5"

#4 AT 12" C-C


CONST. JT.

VAR

IES

#4 AT 12" C-C

24"

D


5"

D MINUS 4"

A A

C

C

B

B

FLOW

D +

2.0

'

CONCRETE CRADLE(SEE SECTION "C-C")

S5CONCRETE APRONVERTICAL HEADWALL

1 NOT TO SCALE

PLAN

2 NOT TO SCALE

SECTION "A-A"

3 NOT TO SCALE

SECTION "B-B"

4 NOT TO SCALE

DETAIL "D"

5 NOT TO SCALE

BAR DETAIL

6 NOT TO SCALE

SECTION "C-C"

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

TOP OF HEADWALL MAX. SLOPE 2:1

11 1

1


5"

8"

D +

1.5

'

8"

12"

D + 2'

12"

D

AFLOW

D +

2'

A

C

C

B

B


MAX. SLOPE 2:1

D

2'

5"

2D + 2'

8"

4'5"

12"11


5"

D


5"

D MINUS 4"

NOTE:1. CONCRETE SHALL BE CLASS "A".

S6CONCRETE APRONSLOPING HEADWALL

1 NOT TO SCALE

PLAN

2 NOT TO SCALE

SECTION "A-A"

3 NOT TO SCALE

SECTION "B-B"4 NOT TO SCALE

SECTION "C-C"

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTES:1. 4500 PSI CONCRETE.2. #4 GRADE 60 REBAR 9" O.C.E.W.3. ALL EXPOSED CORNERS ARE CHAMFERED 3/4".4. SWIFT LIFT ANCHORS, LOCATED IN THE FLOOR,

SHALL BE USED FOR HANDLING.5. GALVANIZED STEEL PIPE RUNNERS ARE AVAILABLE

FOR CROSS AND PARALLEL DRAINAGE APPLICATIONS.

SLOPE

LENGTH VARIES1'

D3"

MIN

.3"

MIN

.

PIP

E ID

6"

6" M

AX.

5"

6"PIPE ID

6" M

AX.

5"

6"

4" M

AX.

W W

PIPE ID PIPE OD SLOPE D W

30" 37" 38" 6"

3:1

4:1

6:1

36" 44" 45-1/2" 6"

3:1

4:1

6:1

42" 51" 52-3/4" 6"

3:1

4:1

6:1

3:1

4:148" 58" 60" 8"

54" 65" 67" 8"3:1

PIPE ID PIPE OD SLOPE D W

18" 23" 24" 5"

3:1

4:1

6:1

24" 30" 31" 5"

3:1

4:1

6:1

S7STANDARD STORM SEWERCULVERT W/SAFETY END TREATMENTS

1 NOT TO SCALE

ELEVATION

2 NOT TO SCALE

FRONT ELEVATION

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NOTES:1. THIS PROCEDURE/DETAIL WILL ONLY BE USED WHEN A PREFAB REDUCTION IS NOT POSSIBLE.2. CONCRETE FOR COLLAR WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED

SUBSIDIARY TO THE VARIOUS OTHER BIDS.3. CONCRETE SHALL BE 5 SACK 3000 PSI.

LENGTH EQUALSSMALLER PIPE DIAMETER

6" M

IN.

VAR

IES

VAR

IES

6" M

IN.

SAME AS ABOVE

NO.3 BARS ON6" CENTERS

SLOPED INVERT

S8PIPE COLLAR DETAIL

1 NOT TO SCALE

PIPE COLLAR DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

12" MIN.

6" M

IN.

CL. 'A' CONCRETE

#3 REBAR

12" MIN.

6° MAX.

NEW PIPE

#3 BAR

CONCRETE COLLARCL. 'A' CONCRETE

* END OF PIPE TOMATCH INSIDE OFEXISTING RCP

EXISTING RCP

* MAXIMUM DIAMETER OF NEW PIPE EQUALS ONE HALF OF EXISTING PIPE'S DIAMETER.

* REMOVAL OF PLUG FROM EXISTING RCP TO BE ACCOMPLISHED BY USING A MASONRY DRILL AT A SPACING EQUAL TO THE DRILL BITDIAMETER IN A CIRCULAR PATTERN OR A MASONRY SAW IN AN OCTAGONAL PATTERN PER DETAIL.

2" 2"

S9STORM DRAIN CONNECTIONTO EXISTING RCP

1 NOT TO SCALE

TO EXISTING RCPSTORM DRAIN CONNECTION

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

10' 6" 10', 15',OR 20'

(PER PLANS)

6" 10'

LIMITS OF PAY FOR STANDARD CURB INLET

DEPRESSED GUTTER

CONSTRUCTION JOINT

LIMITS OF PAY

CONSTRUCTION JOINT

DEPRESSED GUTTER

PLAN

NOTES:

1. TOP OF INLET TO SLOPE 2% TOWARDS STREET OR PER PLAN2. CENTER SUPPORT BEAM REQUIRED FOR 15' AND 20' STANDARD CURB INLETS.3. ADDITIONAL REINFORCING STEEL TO BE PLACED AROUND MANHOLE OPENING.

10' 6" 6" 10'DEPRESSED GUTTER

1'-6

"

2'

6"

4"

NORMAL GUTTER LINE TOP OF CURB

DEPRESSEDGUTTER LINE

PROFILE

NOTES:

1. MANHOLE TO BE PLACED AT LOW END OF INLET. TWO MANHOLES ARE REQUIREDON 15' AND 20' INLETS.

PLACE CONCRETE (3000PSI MIN) TO FORMINVERT TOWARDS PIPE.

1 NOT TO SCALE

S10STANDARD CURB INLET

STANDARD CURB INLET

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

2'

1'-6" 6"

T

2"

9"

6" M

IN.

8" M

AX

6"

T (6

" MIN

.)T/2

4"

NORMAL TRANSVERSE SLOPE

DEPRESSED GUTTER SLOPE

HOT POURED JOINT SEALANT

CONSTRUCTION JOINT

8 1/2" RAD.

1'-2 1/2" RAD.

50% SLOPE

3" RAD.

1" RAD.

2" RAD.

2% TYP.SLOPE

THROAT SECTION

1 NOT TO SCALE

S11STANDARD CURB INLET

STANDARD CURB INLET

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

10' 10', 15',OR 20'

(PER PLANS)

10'

LIMITS OF PAY FOR STANDARD CURB INLET

13' RADIU

S

TYP.

24"

DEPRESSEDGUTTER

STANDARDGUTTER GRADE

CONSTRUCTION JOINT

DEPRESSEDGUTTER

LIMITSOF PAY

1'-6

"

CONSTRUCTIONJOINT

6" 6"

PLAN

NOTES:

1. TOP OF INLET TO SLOPE 2% TOWARDS STREET OR PER PLAN.2. CENTER SUPPORT BEAM REQUIRED FOR 15' AND 20' STANDARD CURB INLETS.3. ADDITIONAL REINFORCING STEEL TO BE PLACED AROUND MANHOLE OPENING.

NORMAL GUTTER LINE TOP OF CURB

DEPRESSEDGUTTER LINE

R.C.P.(ANY WALL BUTNOT AT CORNER)

PROFILE

NOTES:

1. MANHOLE TO BE PLACED AT LOW END OF INLET. TWO MANHOLES ARE REQUIREDON 15' AND 20' INLETS.

6"

4"

PLACE CONCRETE (3000PSI) TO FORM INVERTFLOW TOWARD PIPE.

1 NOT TO SCALE

S12RECESSED CURB INLET

RECESSED CURB INLET

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

2' FACE TO FACE

6" 2"

6"

2'-6"1'-6"

6"

4" 8" 9"

T/2

T (6

" MIN

)

2% TYP.SLOPE

HOT POUREDJOINT SEALANT

CURB(BEYOND)

NORMALTRANSVERSESLOPE

1 1/2" RAD.

DEPRESSEDGUTTERSLOPE

3" RAD.

1" RAD.

50%SLOPE

2" RAD.

1- 2 1/2" RAD.

8 1/2" RAD.

CONSTRUCTION JOINT

T

THROAT SECTION

1 NOT TO SCALE

S13RECESSED CURB INLET

RECESSED CURB INLET

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

6" 3'-6" 6"

6"VA

RIA

BLE

DIM

EN

SIO

N "H

"6"

2% TYP.

TOP STEEL #4 @ 6", EXCEPT 1-#6BAR IN OUTSIDE EDGE ANDADDITIONAL STEEL AROUND M.H.

1-#6 BARSEE INLET DETAILS

DEPRESSED GUTTERSLOPE

GUTTER WALL AND BOTTOMSTEEL #4 @ 7 1/2"

R.C.P.

2% TYP.

NOTE:1. TOP OF INLET SLOPE 2%

TOWARDS STREET ORPER PLAN.

2. FLOOR AND WALL MUSTBE POUREDMONOLITHIC A MIN. 18".

INLET SECTION FOR RECESSED AND STANDARD INLETS

CENTER SUPPORT BEAM FOR 15' & 20'RECESSED AND STANDARD INLETS

#4 BARS @ 6"

8" THICK WALLAT CENTERLINEFOR CENTERSUPPORT BEAM

VAR

IES

3'-6"

12"

MIN

.

NOTE:1. TOP OF INLET SLOPE 2%

TOWARDS STREET OR PERPLAN.

2. REINFORCING STEEL LAYOUTAPPLICABLE TO BOTHRECESSED AND ON-GRADECURB INLETS.

KEYWAY JOINTSMIN. 18" ABOVEFLOOR

1 NOT TO SCALE

S14CENTER SUPPORT BEAM AND INLET SECTIONFOR RECESSED AND STANDARD INLETS

AND INLET SECTIONCENTER SUPPORT BEAM

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

ST

OR M D R A

I

N

30"

26"

GENERAL NOTES:

1. ALL CONCRETE SHALL BE CLASS A.2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM

A-615 AND AMERICAN MADE.3. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED.4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTER OF BARS.5. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM SEWER

PIPE.6. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".7. ROCK FOUNDATION SHALL BE USED DURING PREFABRICATED INLET BOX

INSTALLATION. 6" FOR BACKFILL WITH FLOWABLE FILL TO FILL VOIDS ORCOMPACT WITH SELECT SURPLUS EXCAVATION COMPACTED IN 8" LIFTS TO 95%STANDARD PROCTOR DENSITY.

8. STANDARD CURB INLET SIZES ARE 10', 15', OR 20'. NO OTHER SIZES WILL BEALLOWED WITHOUT APPROVAL FROM DIRECTOR OF T.P.W.

9. MANHOLE RING SHALL BE CHAINED TO RING.10. MANHOLES AND CURB INLETS DEEPER THAN 3' SHALL HAVE STEPS. CONTACT

TPW FOR STEP DETAILS.

INLET LID DETAL

CAST IRON FRAME AND COVER

1 NOT TO SCALE

S15INLET LID DETAIL AND GENERAL NOTES

INLET LID

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

NO

TE:

LOC

ATI

ON

OF

RIN

G A

ND

CO

VER

TO B

E A

T O

UTF

ALL

EN

D, U

NLE

SS

OTH

ER

WIS

E D

IRE

CTE

D B

Y TH

EE

NG

INE

ER

.

NO

TE:

1/2"

EXP

AN

SIO

N J

OIN

T M

ATE

RIA

L TO

BE

PLA

CE

DW

HE

RE

INLE

T A

BU

TS C

UR

B, C

UR

B A

ND

GU

TTE

RO

R C

ON

CR

ETE

PA

VEM

EN

T.

* M

ATC

H D

EP

TH O

F P

AVE

ME

NT

STR

UC

TUR

E (B

AS

E A

ND

SU

RFA

CE

).A

DJU

ST

BA

R L

EN

GTH

S A

S D

IRE

CTE

D B

Y TH

E E

NG

INE

ER

.(S

EE

DE

TAIL

, SH

EE

T 22

B)

TRA

NS

VER

SE

BE

AM

CE

NTE

R O

F 24

"FO

RM

ED

HO

LE

BA

RS

A (L

OW

ER

)B

AR

S B

(UP

PE

R)

DD

BA

RS

G(L

OW

ER

MA

T)

NO

TE:

SE

E S

HE

ET

22B

FO

R D

ETA

ILS

OF

RIN

G A

ND

CO

VER

,R

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FOR

CIN

G S

TEE

L, E

STI

MA

TED

QU

AN

TITI

ES

, AN

DG

EN

ER

AL

NO

TES

.

6"4'

-10"

8"LE

NG

TH O

F O

PE

NIN

G "L

"8"

4'-1

0"6"

6"2"

1'-4"

2'

1'-8"

8"8"

1'-8

"

3'-4

"

AAB B

CC

BA

RS

D BA

RS

C

BA

RS

G(U

PP

ER

MA

T)

BA

RS

K

BA

RS

J

BA

RS

M

BA

RS

P

BA

RS

M

PLA

N V

IEW

SH

OW

ING

TO

P S

LAB

RE

INFO

RC

EM

EN

T

8" 4'-6" 8"

BA

RS

G (U

PP

ER

)

BA

RS

G (L

OW

ER

)

BA

RS

K8"VARIES8"

1'MANHOLE

EXTENSION

BA

RS

C

BA

RS

G

BA

RS

D

BA

RS

L

BA

RS

K

BA

RS

B

BA

RS

G

BA

RS

A

8" 8"

8"

BA

RS

S

BA

RS

U

BA

RS

T

BA

RS

R

8" 8"

4'-6

"

2"(TYP.)

BA

RS

SB

AR

S U

BA

RS

T

BA

RS

R

12"

2"

10"

5"4"

9"

3"FAC

E O

FC

ON

CR

ETE

#6

DE

FOR

ME

D B

AR

6"4'

-10"

8"LE

NG

TH O

F O

PE

NIN

G -

"L"

8"4'

-10"

6"

6' G

UTT

ER

TR

AN

SIT

ION

6' G

UTT

ER

TR

AN

SIT

ION

GU

TTE

R L

INE

SYM

ME

TRIC

AL

AB

OU

T

GU

TTE

R L

INE

8"6"

1'-4

"

NO

RM

AL

GU

TTE

R L

INE

2"

1'

CURBHEIGHT

4"

3"

3"3"

BA

RS

P

BA

RS

M

8"24

" DIA

. AC

ES

SR

ING

& C

OVE

R

MA

TCH

RD

WY

X-S

LOP

E

24" D

IA.

FOR

ME

D H

OLE

BA

RS

C1

BA

RS

G

BA

RS

D1

BA

RS

V

BA

RS

W

LEVE

L 1

BA

RS

GBA

RS

M

BA

RS

J

BA

RS

H

BA

RS

G

THR

OA

T D

IME

NS

ION

CU

RB

HE

IGH

T5" 6" 7" 8"

5"5

7/8"

6 1/

4"6

1/2"

"X"

5'-1

0"

3'-2

"1'

-4"

GU

TTE

R L

INE

2"

8"6" 6""X"

4" D

EP

RE

SS

ION

AT

GU

TTE

R L

INE

1'MIN.

*8" 8" 8"

8"4'

-6"

8"

8"DEPTH OF INLET "D"

2"(TYP.)

2" (T

YP.)

2" (T

YP.)

2" (T

YP.)

2"(TYP.)

6" M

IN.

12" M

AX.

BA

RS

MB

AR

S J

BA

RS

G

BA

RS

GP

ER

MIS

SIB

LEC

ON

ST.

JT.

TRA

NS

VER

SE

BE

AM

BA

RS

E

BA

RS

G

BA

RS

F

BA

RS

G

BA

RS

D

PE

RM

ISS

IBLE

CO

NS

T. J

T.

BA

RS

C

STE

PS

@ 1

2" C

-CS

TAG

GE

RE

D

BA

RS

A BA

RS

GB

AR

S B

PA

RTI

AL

PLA

N V

IEW

SH

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M S

LAB

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INFO

RC

EM

EN

TS

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N "D

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TRA

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VER

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BE

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T 5'

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(10'

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& 2

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LETS

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VIE

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SE

CTI

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"C-C

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"A-A

"

SE

CTI

ON

"B-B

"

STE

P D

ETA

IL

S16TYPE II CURB INLET UNDER PAVEMENT

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

S16

SH

EE

T. #

AutoCAD SHX Text

GUTTER LINE

AutoCAD SHX Text

LEN

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OF

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S18TEMPORARY EROSION CONTROL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

S18

SH

EE

T. #

SCF

GALV. WELDED WIRE MESH (W.W.M.) WITHA MAX. OPENING SIZE OF 2"X 4", ORWOVEN MESH (W.M.) (SEE DETAIL)

GALV. HINGE JOINT KNOT WOVEN MESH(12.5 GA. MIN.) REQUIRES A MINIMUMOF FIVE HORIZONTAL WIRES SPACED AT AMAX.12 INCHES APART AND ALL VERTICALWIRES SPACED AT A MAX. 12 INCHES APART.

6"

SECTION A-A

FILTER FABRIC3' MIN. WIDTH

BACKFILL &HAND TAMP.

FLOW

2"

EMBED POSTS 18" MIN.OR ANCHOR IF IN ROCK.90°

GENERAL NOTES:

1. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONSONLY AND MAY BE MODIFIED BY THE ENGINEER.

PLAN SHEET LEGEND

SEDIMENT CONTROL FENCE

SEDIMENT CONTROL FENCE USAGE GUIDELINES

A SEDIMENT CONTROL FENCE MAY BE CONSTRUCTED NEAR THEDOWNSTREAM PERIMETER OF A DISTURBED AREA ALONG A CONTOURTO INTERCEPT SEDIMENT FROM OVERLAND RUNOFF. A 2 YEAR STORMFREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE TO BEFILTERED.

SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER A MAX. FLOWTHROUGH RATE TO 100 GPM/FT². SEDIMENT CONTROL FENCE IS NOTRECOMMENDED TO CONTROL EROSION FROM A DRAINAGE AREALARGER THAN 2 ACRES.

HINGE JOINT KNOT WOVEN MESH (OPTION)

TOP OFFENCE

CONNECT THE ENDSOF SUCCESSIVEREINFORCEMENTSHEETS OR ROLLS AMIN. OF 6 TIMES WITHHOG RINGS.

4' MIN. STEEL OR WOOD POSTS SPACED AT 6' TO 8'.SOFTWOOD POSTS SHALL BE 3" MIN. DIA. OR NOMINAL 2"X4".HARDWOOD POSTS SHALL HAVE A MIN. CROSS SECTION OF 1.5" X 1.5".

FLOW

FLOW

FASTEN FABRIC TO TOP STRAND OF WIRE BY HOGRINGS OR CORD AT A MAX. SPACING OF 15".

ATTACH THE WIRE MESH & FABRICON END POSTS USING 4 EVENLYSPACED STAPLES FOR WOODENPOSTS (OR 4 T-CLIPS OR SEWNVERTICAL POCKETS FOR STEELPOSTS).

PLACE 4" TO 6" OF FABRICAGAINST THE TRENCH SIDEAND APPROX. 2" ACROSSTRENCH BOTTOM IN UPSTREAMDIRECTION. MINIMUM TRENCHSIZE SHALL BE 6" SQUARE.BACKFILL AND HAND TAMP.

A

A

90°

2"

WOVENFILTER FABRIC

TEMPORARY SEDIMENT CONTROL FENCE

SCF

S19TEMPORARY EROSION, SEDIMENT AND WATERPOLLUTION CONTROL MEASURES

FENCE

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

W

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S20FULL CHANNEL LININGCONCRETE REINFORCED

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

S20

SH

EE

T. #

"D"

18" M

AX

PLASTIC MANHOLESTEPS AT 12" - 12"SPREAD STAGGERED

ONLY FOR "D" ≥ 5' - 0"

30" M

AX

24" DIA

S21MANHOLE STEP DETAIL

SHEET. #01/2020


DATE

DRAWN BY

CITY OF WEATHERFORD

U11 INCH SERVICE DETAIL

SHEET. #01/2020

UTILITY DEPARTMENTDATE

DRAWN BY

CITY OF WEATHERFORD

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METER BOX TO BE CENTERED ON PROPERTY LINE

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1" COMPRESSION CORP. STOP

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COMPRESSION

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BOTTOM OF METER BOX

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1" TYPE K COPPER SERVICE LINE CONTINUOUS NO JOINTS ALLOWED

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1" ANGLED CURB STOP (COMPRESSION)

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PAVEMENT

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NOTES: 1. WHEN TAPPING WATER MAINS USE DOUBLE WHEN TAPPING WATER MAINS USE DOUBLE STRAP STAINLESS STEEL WITH EPOXY COATED CAST IRON SADDLES. 2. ALL COPPER FITTINGS SHALL BE COMPRESSION ALL COPPER FITTINGS SHALL BE COMPRESSION FITTINGS. 3. ALL SADDLES AND CORP. STOPS SHALL HAVE ALL SADDLES AND CORP. STOPS SHALL HAVE CC THREADS. 4. METER SHALL NOT BE INSTALLED IN METER SHALL NOT BE INSTALLED IN SIDEWALKS. 5. METER BOX TO BE FURNISHED BY AND METER BOX TO BE FURNISHED BY AND INSTALLED BY CONTRACTOR. 6. METER BOX SHALL BE 18" DIAMETER PVC WITH METER BOX SHALL BE 18" DIAMETER PVC WITH CAST IRON RING AND LID. WHITE RHINO OR APPROVED EQUAL. 7. CURB STOP SHALL BE MUELLER H-14258N OR CURB STOP SHALL BE MUELLER H-14258N OR EQUIVALENT (110 CTS X SWIVLE NUT). 8. ALL METER CAN LIDS SHALL HAVE AMR READER ALL METER CAN LIDS SHALL HAVE AMR READER HOLE. 9. CORP. STOP SHALL BE MUELLER H-15008N CORP. STOP SHALL BE MUELLER H-15008N OR EQUIVALENT. 10. METERS INSTALLED IN DRIVEWAYS MUST BE METERS INSTALLED IN DRIVEWAYS MUST BE TRAFFIC RATED DFW PLASTICS DFW37C-14-1-MBF_DEEP OR EQUIVALENT.

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WATER MAIN

U22 INCH SERVICE DETAIL

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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NOTES: 1. WHEN TAPPING EXISTING OR PVC MAINS USE WHEN TAPPING EXISTING OR PVC MAINS USE DOUBLE STRAP STAINLESS STEEL OR EPOXY COATED CAST IRON SADDLES. 2. ALL COPPER FITTINGS SHALL BE COMPRESSION ALL COPPER FITTINGS SHALL BE COMPRESSION FITTINGS. 3. ALL SADDLES AND CORP. STOPS SHALL HAVE ALL SADDLES AND CORP. STOPS SHALL HAVE CC THREADS. 4. METER SHALL NOT BE INSTALLED IN SIDEWALKS METER SHALL NOT BE INSTALLED IN SIDEWALKS OR DRIVEWAYS. 5. METER BOX TO BE FURNISHED BY AND METER BOX TO BE FURNISHED BY AND INSTALLED BY CONTRACTOR. 6. METER BOX SHALL BE 24" DIAMETER PVC WITH METER BOX SHALL BE 24" DIAMETER PVC WITH CAST IRON RING AND LID. WHITE RHINO OR APPROVED EQUAL. 7. CURB STOP SHALL BE MUELLER H-14277N OR CURB STOP SHALL BE MUELLER H-14277N OR EQUIVALENT (110 CTS X FLANGE). 8. ALL METER CAN LIDS SHALL HAVE AMR READER ALL METER CAN LIDS SHALL HAVE AMR READER HOLE. 9. CORP. STOP SHALL BE MUELLER H-15008N CORP. STOP SHALL BE MUELLER H-15008N OR EQUIVALENT. 10. METERS INSTALLED IN DRIVEWAYS MUST BE METERS INSTALLED IN DRIVEWAYS MUST BE TRAFFIC RATED DFW PLASTICS DFW37C-14-1-MBF_DEEP OR EQUIVALENT.

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WATER MAIN

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COMPRESSION

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BOTTOM OF METER BOX

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2" ANGLED CURB STOP (COMPRESSION)

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PAVEMENT

U3FIRE HYDRANT INSTALLATION

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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(

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(

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(

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(

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(

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(

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(

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IN UNPAVED OR ASPHALT PAVEMENT AREAS, INSTALL 2'X2'X6" CONCRETE VALVE PAD FLUSH WITH THE TOP OF VALVE BOX. REINFORCE WITH #3 BARS ON 6" CENTERS BOTH WAYS. (REF U4 & U5)

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NOTES: 1. IN GENERAL, ALL FIRE HYDRANTS SHALL CONFORM TO AWWA STANDARD IN GENERAL, ALL FIRE HYDRANTS SHALL CONFORM TO AWWA STANDARD SPECIFICATIONS FOR FIRE HYDRANTS FOR ORDINARY WATER WORKS SERVICE, C-502. FIRE HYDRANTS SHALL HAVE A 5 1/4 " MIN. VALVE OPENING AND A BARREL APPROXIMATELY 7" INSIDE DIAMETER. ALL HYDRANTS SHALL BE EQUIPPED WITH A BREAKAWAY FLANGE. 2. ALL JOINTS SHALL BE RESTRAINED MECHANICAL JOINTS. ALL JOINTS SHALL BE RESTRAINED MECHANICAL JOINTS. 3. ACTUAL VALVE LOCATION WILL DEPEND ON LOCATION OF WATER MAIN. ACTUAL VALVE LOCATION WILL DEPEND ON LOCATION OF WATER MAIN. 4. F.H. NO CLOSER THAN 18" TO EXISTING OR PROPOSED SIDEWALKS. F.H. NO CLOSER THAN 18" TO EXISTING OR PROPOSED SIDEWALKS. 5. STANDARD BURY DEPTH 5' FEET. STANDARD BURY DEPTH 5' FEET. 6. LOCATE HYDRANTS NEAR CORNERS OF LOTS. LOCATE HYDRANTS NEAR CORNERS OF LOTS. 7. F.H. SHALL BE LOCATED MINIMUM 1 FT. OUTSIDE OF THE AREA BETWEEN THE F.H. SHALL BE LOCATED MINIMUM 1 FT. OUTSIDE OF THE AREA BETWEEN THE P.C.'S OF THE CORNER TURNING RADII AT INTERSECTIONS. (SEE PLAN VIEW). 8. FIRE HYDRANT SHALL BE MUELLER CENTURION, M&H MODEL 129, OR CLOW FIRE HYDRANT SHALL BE MUELLER CENTURION, M&H MODEL 129, OR CLOW MEDALLION. 9. FIELD PAINT WITH SHERWIN WILLIAMS INTERNATIONAL RED - F75RC7.FIELD PAINT WITH SHERWIN WILLIAMS INTERNATIONAL RED - F75RC7.

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MIN.7 CUBIC FEET OF 7 CUBIC FEET OF WASHED GRAVEL OR CLEAN STONE FILL

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3' X 3' CLASS "A" CONCRETE PAD IN UNPAVED AREAS

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FINISH GRADE AT HYDRANT

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VALVE

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THRUST BLOCK MUST NOT BLOCK WEEP HOLE

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P.C.

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PLAN VIEW N.T.S.

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F.H.

U4GATE VALVE BOX4 FOOT OR LESS

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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C

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L

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L

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L

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C

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L

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DRILL 3/4" HOLE

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TRACER WIRE

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TRACER WIRE

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12" MINIMUM EXCESS TRACER WIRE (BOTH WIRES)

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IN UNPAVED OR ASPHALT PAVEMENT AREAS, INSTALL 2' x 2' x 6" CONCRETE VALVE PAD FLUSH WITH THE TOP OF VALVE BOX. REINFORCE WITH #3 BARS ON 6" CENTERS BOTH WAYS.

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PAVING OR OTHER SURFACE MATERIAL

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VALVE BOX

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ROADWAY BASE

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GATE VALVE

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TORQUE BOLTS PRIOR TO BACKFILL

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DRAWING PERTAINS TO ALL GATE VALVE SIZES 4" THRU 16"

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MAIN

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

U5GATE VALVE BOX & EXTENSION STEMDEEPER THAN 4 FOOT

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ROADWAY BASE

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ROADWAY BASE

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L

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C

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L

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6" PVC PIPE RISER (LENGTH AS NECESSARY)

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TRACER WIRE

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TRACER WIRE

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VALVE BOX

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DRILL 3/4" HOLE

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IF OPERATING NUT IS MORE THAN 3' BELOW PAVEMENT SURFACE PROVIDE EXTENSION STEM TO 1' BELOW PAVEMENT SURFACE

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DRAWING PERTAINS TO ALL GATE VALVE SIZES 4" THRU 16

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MAIN

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GATE VALVE

U6TYPICAL UTILITY TRENCH SECTIONNON-PAVED AREAS

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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Bd

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Bd

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NOTES: 1. Bc = OUTSIDE DIAMETER OF PIPE Bc = OUTSIDE DIAMETER OF PIPE 2. Bd = TRENCH WIDTHBd = TRENCH WIDTH

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BACKFILL AT 90% STANDARD PROCTOR DENSITY, NCTCOG ITEM 504.2.3.3. TYPE "B" BACKFILL

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SAND COMPACTED TO 90% STD. PROCTOR DENSITY

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TRACER WIRE

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WATER N.T.S.

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BACKFILL AT 90% STANDARD PROCTOR DENSITY, NCTCOG ITEM 504.2.3.3. TYPE "B" BACKFILL

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3/4" WASHED ROCK OR D-ROCK

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TRACER WIRE

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WASTEWATER N.T.S.

U8BORE & CASING DETAIL

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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PIPE

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DIAMETER

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BORE

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DIAMETER

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For lines crossing State highways or roads, crossing intersecting streets/county roads, or passing through the protected root area of desirable trees, it shall be clearly shown in description and on ALL plans that the line will be installed by conventional dry auger boring unless otherwise approved by a TxDOT engineer or Inspector. In addition, casing shall be shown under highways and paved city street/county road intersections.

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STEEL CASING WALL THICKNESS

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DIA OF CASING PIPE

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MIN THICKNESS

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12" OR LESS

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0.25"

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12"-18"

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0.3125"

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18"-22"

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0.3750"

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22"-28"

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0.4375

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CASING PIPES SHALL BE SMOOTH STEEL PIPES WITH A MIN YIELD STRENGTH OF 35,000 PSI.

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NOTES: 1. CARRIER PIPE COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. CARRIER PIPE COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRESSION TYPE JOINT IS NOT AVAILABLE FOR CARRIER PIPE, RESTRAINED MJ TYPE SHALL BE USED AND IF COMPRESSION TYPE JOINT IS NOT AVAILABLE FOR CARRIER PIPE, RESTRAINED MJ TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. 3. MINIMUM WALL THICKNESS OF 36" AND LARGER CASING SHALL BE 0.50". MINIMUM WALL THICKNESS OF 36" AND LARGER CASING SHALL BE 0.50". 4. PIPE SHALL BE COATED AND LINED IN ACCORDANCE WITH AWWA C-210 OR APPROVED EQUAL. PIPE SHALL BE COATED AND LINED IN ACCORDANCE WITH AWWA C-210 OR APPROVED EQUAL. 5. ALL CASING JOINTS JOINTS SHALL BE WELDED IN ACCORDANCE WITH AWWA C-206. AFTER PIPE IS WELDED, COATING ALL CASING JOINTS JOINTS SHALL BE WELDED IN ACCORDANCE WITH AWWA C-206. AFTER PIPE IS WELDED, COATING AND LINING SHALL BE REPAIRED. 6. CASING PRODUCT SHALL BE FROM A MANUFACTURER THAT HAS NOT LESS THAN FIVE(5) YEARS SUCCESSFUL CASING PRODUCT SHALL BE FROM A MANUFACTURER THAT HAS NOT LESS THAN FIVE(5) YEARS SUCCESSFUL EXPERIENCE MANUFACTURING PIPE IN THE UNITED STATES OF PARTICULAR TYPE AND SIZE. ALL PIPE MANUFACTURING INCLUDING CYLINDER PRODUCTION, LINING, COATING AND FITTINGS SHALL BE PRODUCED BY ONE MANUFACTURER. THE PIPE MANUFACTURER MUST HAVE A CERTIFIED QUALITY ASSURANCE PROGRAM. THE CERTIFIED PROGRAM SHALL BE ISO 9001: 2000 OR OTHER EQUIVALENT NATIONALLY RECOGNIZED PROGRAM.

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BORE AND CASING DETAIL FOR ROAD AND RAILROAD CROSSINGS N.T.S.

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TYPICAL END VIEW

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TYPICAL LONGITUDINAL VIEW

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SPACER

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CONCRETE PRESSURE GROUT

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CARRIER PIPE

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CASING PIPE

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PERIMETER OF BORE

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RACI SPACERS OR AN APPROVED EQUIVALENT. INSTALL SPACERS AT MANUFACTURER'S RECOMMENDED SPACING.

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CONCRETE PRESSURE GROUT

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BORE DIAMETER TO BE LARGE ENOUGH TO PERMIT CASING PIPE TO BE PUSHED THROUGH

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STEEL CASING PIPE

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RUBBER BOOT SECURED WITH STAINLESS BAND CLAMPS. ENCASE RUBBER BOOT WITH CONCRETE (EACH END)

U9THRUST BLOCK GENERAL NOTES

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

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GENERAL NOTES FOR ALL THRUST BLOCKS: 1. CONCRETE FOR BLOCKING SHALL BE CLASS "B". CONCRETE FOR BLOCKING SHALL BE CLASS "B". 2. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR DUCTILE IRON, P.V.C., AND 150 ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR DUCTILE IRON, P.V.C., AND 150 PSI FOR CONCRETE PIPE. IF PRESSURES EXCEEDED, RECALCULATE FOR THRUST BLOCKING DIMENSIONS. 3. VOLUMES OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE CORRESPONDING VOLUMES OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE CORRESPONDING WEIGHT OF THE CONCRETE (CLASS "B") IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THE THRUST ON THE VERTICAL BEND. 4. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES ONLY. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES ONLY. 5. POUR CONCRETE FOR BLOCK AGAINST UNDISTURBED EARTH. POUR CONCRETE FOR BLOCK AGAINST UNDISTURBED EARTH. 6. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS WHERE AND AS DIRECTED BY THE DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 7. THE SOIL BEARING PRESSURES ARE BASED ON 1000 LBS./S.F. IN SOIL AND 2000 LBS./S.F. IN ROCK. THE SOIL BEARING PRESSURES ARE BASED ON 1000 LBS./S.F. IN SOIL AND 2000 LBS./S.F. IN ROCK. 8. USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE AND BEND, TEE, OR PLUG TO PREVENT THE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE AND BEND, TEE, OR PLUG TO PREVENT THE CONCRETE FROM STICKING TO IT. 9. CONCRETE SHALL NOT EXTEND BEYOND JOINTS. CONCRETE SHALL NOT EXTEND BEYOND JOINTS. 10. ALL FITTINGS THAT REQUIRE THRUST BLOCKING SHALL ALSO INCLUDE MECHANICAL JOINT RESTRAINTS, EBBA ALL FITTINGS THAT REQUIRE THRUST BLOCKING SHALL ALSO INCLUDE MECHANICAL JOINT RESTRAINTS, EBBA IRON SERIES 2000 PV.

U10HORIZONTAL THRUST BLOCKAT PIPE BEND

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

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AutoCAD SHX Text

T

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

C

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B

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E

AutoCAD SHX Text

TRENCH WIDTH

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SECTION X-X

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N.T.S.

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/2

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AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

TYPICAL

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Bd

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C

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1'-0"

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A

AutoCAD SHX Text

G

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I.

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D.

AutoCAD SHX Text

O.D.

AutoCAD SHX Text

R = 2.5 D

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

O.D.

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

E

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

120

AutoCAD SHX Text

SECTION X-X

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

/2

AutoCAD SHX Text

/2

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

NOTE: REFER TO U9 FOR GENERAL NOTES

AutoCAD SHX Text

PIPE JOINT

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

PIPE JOINT

AutoCAD SHX Text

T

AutoCAD SHX Text

T

U11HORIZONTAL THRUST BLOCKAT PIPE BEND - TABLES 1

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

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(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(TONS)

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THRUST

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(FT.)

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G

AutoCAD SHX Text

(IN.)

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I.D.

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

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4.0

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4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

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6.0

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7.0

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8.0

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9.0

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10.0

AutoCAD SHX Text

11.0

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12.0

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13.0

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14.0

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15.0

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16.0

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3.0

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5.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

14.5

AutoCAD SHX Text

17.0

AutoCAD SHX Text

19.0

AutoCAD SHX Text

21.5

AutoCAD SHX Text

24.0

AutoCAD SHX Text

26.0

AutoCAD SHX Text

28.5

AutoCAD SHX Text

31.0

AutoCAD SHX Text

33.5

AutoCAD SHX Text

35.5

AutoCAD SHX Text

38.0

AutoCAD SHX Text

5.6

AutoCAD SHX Text

12.6

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28.3

AutoCAD SHX Text

34.9

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50.3

AutoCAD SHX Text

58.9

AutoCAD SHX Text

84.9

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115.5

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150.9

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191.0

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235.8

AutoCAD SHX Text

285.3

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339.5

AutoCAD SHX Text

398.5

AutoCAD SHX Text

462.1

AutoCAD SHX Text

530.5

AutoCAD SHX Text

603.6

AutoCAD SHX Text

24.9

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23.3

AutoCAD SHX Text

21.8

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20.2

AutoCAD SHX Text

18.7

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17.1

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15.6

AutoCAD SHX Text

14.0

AutoCAD SHX Text

12.5

AutoCAD SHX Text

10.9

AutoCAD SHX Text

9.4

AutoCAD SHX Text

7.8

AutoCAD SHX Text

6.2

AutoCAD SHX Text

5.2

AutoCAD SHX Text

4.7

AutoCAD SHX Text

3.1

AutoCAD SHX Text

2.1

AutoCAD SHX Text

96

AutoCAD SHX Text

90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

AutoCAD SHX Text

72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

AutoCAD SHX Text

42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

AutoCAD SHX Text

20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.8

AutoCAD SHX Text

1.9

AutoCAD SHX Text

2.3

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.8

AutoCAD SHX Text

8.2

AutoCAD SHX Text

12.8

AutoCAD SHX Text

18.4

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26.0

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35.6

AutoCAD SHX Text

46.0

AutoCAD SHX Text

57.8

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75.7

AutoCAD SHX Text

94.7

AutoCAD SHX Text

114.4

AutoCAD SHX Text

138.9

AutoCAD SHX Text

25.5

AutoCAD SHX Text

24.5

AutoCAD SHX Text

22.0

AutoCAD SHX Text

21.0

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19.0

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18.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

9.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

70.0

AutoCAD SHX Text

58.2

AutoCAD SHX Text

46.5

AutoCAD SHX Text

37.4

AutoCAD SHX Text

28.4

AutoCAD SHX Text

23.0

AutoCAD SHX Text

17.6

AutoCAD SHX Text

12.9

AutoCAD SHX Text

9.2

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6.3

AutoCAD SHX Text

3.8

AutoCAD SHX Text

2.2

AutoCAD SHX Text

1.6

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1.2

AutoCAD SHX Text

0.9

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0.4

AutoCAD SHX Text

0.2

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VOL.

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(C.Y.)

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A

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(FT.)

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B

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(FT.)

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VOL.

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(C.Y.)

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(C.Y.)

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VOL.

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(FT.)

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B

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(FT.)

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A

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(C.Y.)

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VOL.

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0.2

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0.5

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1.0

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1.5

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2.1

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3.3

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5.3

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8.7

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12.4

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18.1

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24.0

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32.5

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41.0

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53.2

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64.8

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81.2

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95.1

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2.0

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2.5

AutoCAD SHX Text

4.0

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4.0

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4.0

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4.0

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4.5

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5.5

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6.0

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7.0

AutoCAD SHX Text

7.5

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8.5

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9.0

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10.0

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10.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

2.0

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3.5

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4.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

12.0

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14.0

AutoCAD SHX Text

16.0

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18.0

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20.0

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22.0

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24.0

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26.0

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28.0

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30.0

AutoCAD SHX Text

32.0

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199.0

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164.9

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134.4

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108.2

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85.6

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66.2

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50.3

AutoCAD SHX Text

36.9

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26.2

AutoCAD SHX Text

17.8

AutoCAD SHX Text

11.4

AutoCAD SHX Text

6.7

AutoCAD SHX Text

5.0

AutoCAD SHX Text

3.1

AutoCAD SHX Text

2.4

AutoCAD SHX Text

1.0

AutoCAD SHX Text

0.4

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

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48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

2.7

AutoCAD SHX Text

4.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.6

AutoCAD SHX Text

7.9

AutoCAD SHX Text

9.9

AutoCAD SHX Text

11.9

AutoCAD SHX Text

13.9

AutoCAD SHX Text

15.9

AutoCAD SHX Text

17.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

21.8

AutoCAD SHX Text

23.8

AutoCAD SHX Text

25.7

AutoCAD SHX Text

27.7

AutoCAD SHX Text

29.0

AutoCAD SHX Text

31.6

AutoCAD SHX Text

767.5

AutoCAD SHX Text

674.6

AutoCAD SHX Text

587.7

AutoCAD SHX Text

506.7

AutoCAD SHX Text

431.8

AutoCAD SHX Text

362.8

AutoCAD SHX Text

299.8

AutoCAD SHX Text

243.0

AutoCAD SHX Text

192.0

AutoCAD SHX Text

147.0

AutoCAD SHX Text

108.0

AutoCAD SHX Text

75.0

AutoCAD SHX Text

64.0

AutoCAD SHX Text

44.4

AutoCAD SHX Text

36.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

7.1

AutoCAD SHX Text

48.0

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45.0

AutoCAD SHX Text

42.0

AutoCAD SHX Text

39.0

AutoCAD SHX Text

36.0

AutoCAD SHX Text

33.0

AutoCAD SHX Text

30.0

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27.0

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24.0

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21.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

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AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

EARTH

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(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

8.0

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9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

14.0

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15.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

13.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

16.5

AutoCAD SHX Text

18.0

AutoCAD SHX Text

19.5

AutoCAD SHX Text

21.5

AutoCAD SHX Text

23.0

AutoCAD SHX Text

24.5

AutoCAD SHX Text

26.0

AutoCAD SHX Text

3.9

AutoCAD SHX Text

8.7

AutoCAD SHX Text

19.5

AutoCAD SHX Text

24.1

AutoCAD SHX Text

34.6

AutoCAD SHX Text

40.6

AutoCAD SHX Text

58.5

AutoCAD SHX Text

79.6

AutoCAD SHX Text

104.0

AutoCAD SHX Text

131.5

AutoCAD SHX Text

162.4

AutoCAD SHX Text

196.5

AutoCAD SHX Text

233.9

AutoCAD SHX Text

274.5

AutoCAD SHX Text

318.4

AutoCAD SHX Text

365.5

AutoCAD SHX Text

415.6

AutoCAD SHX Text

17.1

AutoCAD SHX Text

16.1

AutoCAD SHX Text

15.0

AutoCAD SHX Text

13.9

AutoCAD SHX Text

12.9

AutoCAD SHX Text

11.8

AutoCAD SHX Text

10.7

AutoCAD SHX Text

9.7

AutoCAD SHX Text

8.6

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.3

AutoCAD SHX Text

3.6

AutoCAD SHX Text

3.2

AutoCAD SHX Text

2.2

AutoCAD SHX Text

1.5

AutoCAD SHX Text

96

AutoCAD SHX Text

90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

AutoCAD SHX Text

72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

AutoCAD SHX Text

42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

AutoCAD SHX Text

20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.5

AutoCAD SHX Text

1.2

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.3

AutoCAD SHX Text

3.2

AutoCAD SHX Text

5.3

AutoCAD SHX Text

8.1

AutoCAD SHX Text

11.9

AutoCAD SHX Text

17.1

AutoCAD SHX Text

23.1

AutoCAD SHX Text

30.1

AutoCAD SHX Text

38.6

AutoCAD SHX Text

49.8

AutoCAD SHX Text

61.2

AutoCAD SHX Text

74.5

AutoCAD SHX Text

89.5

AutoCAD SHX Text

18.5

AutoCAD SHX Text

17.5

AutoCAD SHX Text

15.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

14.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

48.5

AutoCAD SHX Text

39.6

AutoCAD SHX Text

32.6

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25.9

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20.7

AutoCAD SHX Text

16.2

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12.0

AutoCAD SHX Text

8.9

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6.3

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4.2

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2.6

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1.6

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1.1

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0.7

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0.6

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0.3

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0.1

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VOL.

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(C.Y.)

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A

AutoCAD SHX Text

(FT.)

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B

AutoCAD SHX Text

(FT.)

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VOL.

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(C.Y.)

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(C.Y.)

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VOL.

AutoCAD SHX Text

(FT.)

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B

AutoCAD SHX Text

(FT.)

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A

AutoCAD SHX Text

(C.Y.)

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VOL.

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0.1

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0.2

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0.4

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0.5

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0.7

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0.9

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1.6

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2.5

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3.7

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5.3

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7.3

AutoCAD SHX Text

9.6

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12.3

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15.6

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19.5

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23.9

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28.9

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

3.0

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3.0

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3.5

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4.0

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4.5

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5.0

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6.0

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6.5

AutoCAD SHX Text

7.5

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8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

9.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

1.0

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2.0

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2.5

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3.0

AutoCAD SHX Text

3.5

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3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

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7.0

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7.5

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8.5

AutoCAD SHX Text

9.0

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10.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

55.5

AutoCAD SHX Text

45.0

AutoCAD SHX Text

37.1

AutoCAD SHX Text

30.0

AutoCAD SHX Text

24.0

AutoCAD SHX Text

18.9

AutoCAD SHX Text

13.9

AutoCAD SHX Text

10.3

AutoCAD SHX Text

7.4

AutoCAD SHX Text

5.1

AutoCAD SHX Text

3.4

AutoCAD SHX Text

1.9

AutoCAD SHX Text

1.4

AutoCAD SHX Text

1.0

AutoCAD SHX Text

0.8

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.2

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.2

AutoCAD SHX Text

2.4

AutoCAD SHX Text

2.9

AutoCAD SHX Text

3.6

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.1

AutoCAD SHX Text

5.8

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.3

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.7

AutoCAD SHX Text

9.4

AutoCAD SHX Text

10.1

AutoCAD SHX Text

10.9

AutoCAD SHX Text

11.6

AutoCAD SHX Text

281.2

AutoCAD SHX Text

247.1

AutoCAD SHX Text

215.3

AutoCAD SHX Text

185.6

AutoCAD SHX Text

158.2

AutoCAD SHX Text

132.9

AutoCAD SHX Text

110.0

AutoCAD SHX Text

89.0

AutoCAD SHX Text

70.3

AutoCAD SHX Text

53.8

AutoCAD SHX Text

39.5

AutoCAD SHX Text

27.5

AutoCAD SHX Text

23.4

AutoCAD SHX Text

16.3

AutoCAD SHX Text

13.2

AutoCAD SHX Text

5.9

AutoCAD SHX Text

2.6

AutoCAD SHX Text

18.0

AutoCAD SHX Text

16.5

AutoCAD SHX Text

15.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

13.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

TABLES OF DIMENSIONS AND QUANTITIES

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

14.5

AutoCAD SHX Text

17.0

AutoCAD SHX Text

19.0

AutoCAD SHX Text

21.5

AutoCAD SHX Text

24.0

AutoCAD SHX Text

26.0

AutoCAD SHX Text

28.5

AutoCAD SHX Text

31.0

AutoCAD SHX Text

33.5

AutoCAD SHX Text

35.5

AutoCAD SHX Text

38.0

AutoCAD SHX Text

5.6

AutoCAD SHX Text

12.6

AutoCAD SHX Text

28.3

AutoCAD SHX Text

34.9

AutoCAD SHX Text

50.3

AutoCAD SHX Text

58.9

AutoCAD SHX Text

84.9

AutoCAD SHX Text

115.5

AutoCAD SHX Text

150.9

AutoCAD SHX Text

191.0

AutoCAD SHX Text

235.8

AutoCAD SHX Text

285.3

AutoCAD SHX Text

339.5

AutoCAD SHX Text

398.5

AutoCAD SHX Text

462.1

AutoCAD SHX Text

530.5

AutoCAD SHX Text

603.6

AutoCAD SHX Text

24.9

AutoCAD SHX Text

23.3

AutoCAD SHX Text

21.8

AutoCAD SHX Text

20.2

AutoCAD SHX Text

18.7

AutoCAD SHX Text

17.1

AutoCAD SHX Text

15.6

AutoCAD SHX Text

14.0

AutoCAD SHX Text

12.5

AutoCAD SHX Text

10.9

AutoCAD SHX Text

9.4

AutoCAD SHX Text

7.8

AutoCAD SHX Text

6.2

AutoCAD SHX Text

5.2

AutoCAD SHX Text

4.7

AutoCAD SHX Text

3.1

AutoCAD SHX Text

2.1

AutoCAD SHX Text

96

AutoCAD SHX Text

90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

AutoCAD SHX Text

72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

AutoCAD SHX Text

42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

AutoCAD SHX Text

20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.8

AutoCAD SHX Text

1.9

AutoCAD SHX Text

2.3

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.8

AutoCAD SHX Text

8.2

AutoCAD SHX Text

12.8

AutoCAD SHX Text

18.4

AutoCAD SHX Text

26.0

AutoCAD SHX Text

35.6

AutoCAD SHX Text

46.0

AutoCAD SHX Text

57.8

AutoCAD SHX Text

75.7

AutoCAD SHX Text

94.7

AutoCAD SHX Text

114.4

AutoCAD SHX Text

138.9

AutoCAD SHX Text

25.5

AutoCAD SHX Text

24.5

AutoCAD SHX Text

22.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

19.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

9.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

70.0

AutoCAD SHX Text

58.2

AutoCAD SHX Text

46.5

AutoCAD SHX Text

37.4

AutoCAD SHX Text

28.4

AutoCAD SHX Text

23.0

AutoCAD SHX Text

17.6

AutoCAD SHX Text

12.9

AutoCAD SHX Text

9.2

AutoCAD SHX Text

6.3

AutoCAD SHX Text

3.8

AutoCAD SHX Text

2.2

AutoCAD SHX Text

1.6

AutoCAD SHX Text

1.2

AutoCAD SHX Text

0.9

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.2

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.5

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.1

AutoCAD SHX Text

3.3

AutoCAD SHX Text

5.3

AutoCAD SHX Text

8.7

AutoCAD SHX Text

12.4

AutoCAD SHX Text

18.1

AutoCAD SHX Text

24.0

AutoCAD SHX Text

32.5

AutoCAD SHX Text

41.0

AutoCAD SHX Text

53.2

AutoCAD SHX Text

64.8

AutoCAD SHX Text

81.2

AutoCAD SHX Text

95.1

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

22.0

AutoCAD SHX Text

24.0

AutoCAD SHX Text

26.0

AutoCAD SHX Text

28.0

AutoCAD SHX Text

30.0

AutoCAD SHX Text

32.0

AutoCAD SHX Text

199.0

AutoCAD SHX Text

164.9

AutoCAD SHX Text

134.4

AutoCAD SHX Text

108.2

AutoCAD SHX Text

85.6

AutoCAD SHX Text

66.2

AutoCAD SHX Text

50.3

AutoCAD SHX Text

36.9

AutoCAD SHX Text

26.2

AutoCAD SHX Text

17.8

AutoCAD SHX Text

11.4

AutoCAD SHX Text

6.7

AutoCAD SHX Text

5.0

AutoCAD SHX Text

3.1

AutoCAD SHX Text

2.4

AutoCAD SHX Text

1.0

AutoCAD SHX Text

0.4

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

2.7

AutoCAD SHX Text

4.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.6

AutoCAD SHX Text

7.9

AutoCAD SHX Text

9.9

AutoCAD SHX Text

11.9

AutoCAD SHX Text

13.9

AutoCAD SHX Text

15.9

AutoCAD SHX Text

17.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

21.8

AutoCAD SHX Text

23.8

AutoCAD SHX Text

25.7

AutoCAD SHX Text

27.7

AutoCAD SHX Text

29.0

AutoCAD SHX Text

31.6

AutoCAD SHX Text

767.5

AutoCAD SHX Text

674.6

AutoCAD SHX Text

587.7

AutoCAD SHX Text

506.7

AutoCAD SHX Text

431.8

AutoCAD SHX Text

362.8

AutoCAD SHX Text

299.8

AutoCAD SHX Text

243.0

AutoCAD SHX Text

192.0

AutoCAD SHX Text

147.0

AutoCAD SHX Text

108.0

AutoCAD SHX Text

75.0

AutoCAD SHX Text

64.0

AutoCAD SHX Text

44.4

AutoCAD SHX Text

36.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

7.1

AutoCAD SHX Text

48.0

AutoCAD SHX Text

45.0

AutoCAD SHX Text

42.0

AutoCAD SHX Text

39.0

AutoCAD SHX Text

36.0

AutoCAD SHX Text

33.0

AutoCAD SHX Text

30.0

AutoCAD SHX Text

27.0

AutoCAD SHX Text

24.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

= 67.50%%D

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

= 45%%D

AutoCAD SHX Text

= 30%%D

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

13.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

16.5

AutoCAD SHX Text

18.0

AutoCAD SHX Text

19.5

AutoCAD SHX Text

21.5

AutoCAD SHX Text

23.0

AutoCAD SHX Text

24.5

AutoCAD SHX Text

26.0

AutoCAD SHX Text

3.9

AutoCAD SHX Text

8.7

AutoCAD SHX Text

19.5

AutoCAD SHX Text

24.1

AutoCAD SHX Text

34.6

AutoCAD SHX Text

40.6

AutoCAD SHX Text

58.5

AutoCAD SHX Text

79.6

AutoCAD SHX Text

104.0

AutoCAD SHX Text

131.5

AutoCAD SHX Text

162.4

AutoCAD SHX Text

196.5

AutoCAD SHX Text

233.9

AutoCAD SHX Text

274.5

AutoCAD SHX Text

318.4

AutoCAD SHX Text

365.5

AutoCAD SHX Text

415.6

AutoCAD SHX Text

17.1

AutoCAD SHX Text

16.1

AutoCAD SHX Text

15.0

AutoCAD SHX Text

13.9

AutoCAD SHX Text

12.9

AutoCAD SHX Text

11.8

AutoCAD SHX Text

10.7

AutoCAD SHX Text

9.7

AutoCAD SHX Text

8.6

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.3

AutoCAD SHX Text

3.6

AutoCAD SHX Text

3.2

AutoCAD SHX Text

2.2

AutoCAD SHX Text

1.5

AutoCAD SHX Text

96

AutoCAD SHX Text

90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

AutoCAD SHX Text

72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

AutoCAD SHX Text

42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

AutoCAD SHX Text

20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.5

AutoCAD SHX Text

1.2

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.3

AutoCAD SHX Text

3.2

AutoCAD SHX Text

5.3

AutoCAD SHX Text

8.1

AutoCAD SHX Text

11.9

AutoCAD SHX Text

17.1

AutoCAD SHX Text

23.1

AutoCAD SHX Text

30.1

AutoCAD SHX Text

38.6

AutoCAD SHX Text

49.8

AutoCAD SHX Text

61.2

AutoCAD SHX Text

74.5

AutoCAD SHX Text

89.5

AutoCAD SHX Text

18.5

AutoCAD SHX Text

17.5

AutoCAD SHX Text

15.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

14.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

48.5

AutoCAD SHX Text

39.6

AutoCAD SHX Text

32.6

AutoCAD SHX Text

25.9

AutoCAD SHX Text

20.7

AutoCAD SHX Text

16.2

AutoCAD SHX Text

12.0

AutoCAD SHX Text

8.9

AutoCAD SHX Text

6.3

AutoCAD SHX Text

4.2

AutoCAD SHX Text

2.6

AutoCAD SHX Text

1.6

AutoCAD SHX Text

1.1

AutoCAD SHX Text

0.7

AutoCAD SHX Text

0.6

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.1

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.5

AutoCAD SHX Text

0.7

AutoCAD SHX Text

0.9

AutoCAD SHX Text

1.6

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.7

AutoCAD SHX Text

5.3

AutoCAD SHX Text

7.3

AutoCAD SHX Text

9.6

AutoCAD SHX Text

12.3

AutoCAD SHX Text

15.6

AutoCAD SHX Text

19.5

AutoCAD SHX Text

23.9

AutoCAD SHX Text

28.9

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

9.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.0

AutoCAD SHX Text

11.5

AutoCAD SHX Text

1.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

45.0

AutoCAD SHX Text

37.1

AutoCAD SHX Text

30.0

AutoCAD SHX Text

24.0

AutoCAD SHX Text

18.9

AutoCAD SHX Text

13.9

AutoCAD SHX Text

10.3

AutoCAD SHX Text

7.4

AutoCAD SHX Text

5.1

AutoCAD SHX Text

3.4

AutoCAD SHX Text

1.9

AutoCAD SHX Text

1.4

AutoCAD SHX Text

1.0

AutoCAD SHX Text

0.8

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.2

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.2

AutoCAD SHX Text

2.4

AutoCAD SHX Text

2.9

AutoCAD SHX Text

3.6

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.1

AutoCAD SHX Text

5.8

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.3

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.7

AutoCAD SHX Text

9.4

AutoCAD SHX Text

10.1

AutoCAD SHX Text

10.9

AutoCAD SHX Text

11.6

AutoCAD SHX Text

281.2

AutoCAD SHX Text

247.1

AutoCAD SHX Text

215.3

AutoCAD SHX Text

185.6

AutoCAD SHX Text

158.2

AutoCAD SHX Text

132.9

AutoCAD SHX Text

110.0

AutoCAD SHX Text

89.0

AutoCAD SHX Text

70.3

AutoCAD SHX Text

53.8

AutoCAD SHX Text

39.5

AutoCAD SHX Text

27.5

AutoCAD SHX Text

23.4

AutoCAD SHX Text

16.3

AutoCAD SHX Text

13.2

AutoCAD SHX Text

5.9

AutoCAD SHX Text

2.6

AutoCAD SHX Text

18.0

AutoCAD SHX Text

16.5

AutoCAD SHX Text

15.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

13.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

16.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text


U12HORIZONTAL THRUST BLOCKAT PIPE BEND - TABLES 2

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

2.2

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.2

AutoCAD SHX Text

8.9

AutoCAD SHX Text

10.4

AutoCAD SHX Text

15.0

AutoCAD SHX Text

20.4

AutoCAD SHX Text

26.6

AutoCAD SHX Text

33.7

AutoCAD SHX Text

41.6

AutoCAD SHX Text

50.3

AutoCAD SHX Text

59.9

AutoCAD SHX Text

70.2

AutoCAD SHX Text

81.5

AutoCAD SHX Text

93.5

AutoCAD SHX Text

106.4

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.1

AutoCAD SHX Text

3.8

AutoCAD SHX Text

3.6

AutoCAD SHX Text

3.3

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.7

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.2

AutoCAD SHX Text

1.9

AutoCAD SHX Text

1.7

AutoCAD SHX Text

1.4

AutoCAD SHX Text

1.1

AutoCAD SHX Text

0.9

AutoCAD SHX Text

0.8

AutoCAD SHX Text

0.6

AutoCAD SHX Text

0.4

AutoCAD SHX Text

96

AutoCAD SHX Text

90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

AutoCAD SHX Text

72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

AutoCAD SHX Text

42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

AutoCAD SHX Text

20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.5

AutoCAD SHX Text

0.6

AutoCAD SHX Text

0.9

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.8

AutoCAD SHX Text

5.1

AutoCAD SHX Text

6.3

AutoCAD SHX Text

8.1

AutoCAD SHX Text

10.3

AutoCAD SHX Text

12.2

AutoCAD SHX Text

15.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.0

AutoCAD SHX Text

7.4

AutoCAD SHX Text

6.3

AutoCAD SHX Text

5.3

AutoCAD SHX Text

3.9

AutoCAD SHX Text

3.3

AutoCAD SHX Text

2.7

AutoCAD SHX Text

1.8

AutoCAD SHX Text

1.4

AutoCAD SHX Text

1.1

AutoCAD SHX Text

0.8

AutoCAD SHX Text

0.5

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.1

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.1

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.5

AutoCAD SHX Text

0.8

AutoCAD SHX Text

1.3

AutoCAD SHX Text

2.1

AutoCAD SHX Text

2.8

AutoCAD SHX Text

4.1

AutoCAD SHX Text

5.3

AutoCAD SHX Text

7.2

AutoCAD SHX Text

9.1

AutoCAD SHX Text

11.7

AutoCAD SHX Text

14.8

AutoCAD SHX Text

17.7

AutoCAD SHX Text

21.8

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

3.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

10.0

AutoCAD SHX Text

41.2

AutoCAD SHX Text

33.7

AutoCAD SHX Text

27.2

AutoCAD SHX Text

22.5

AutoCAD SHX Text

17.6

AutoCAD SHX Text

14.1

AutoCAD SHX Text

10.6

AutoCAD SHX Text

8.0

AutoCAD SHX Text

5.7

AutoCAD SHX Text

3.9

AutoCAD SHX Text

2.3

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.0

AutoCAD SHX Text

0.7

AutoCAD SHX Text

0.6

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.1

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

0.8

AutoCAD SHX Text

1.1

AutoCAD SHX Text

1.6

AutoCAD SHX Text

1.8

AutoCAD SHX Text

2.2

AutoCAD SHX Text

2.7

AutoCAD SHX Text

3.3

AutoCAD SHX Text

3.8

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.9

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.6

AutoCAD SHX Text

7.1

AutoCAD SHX Text

7.6

AutoCAD SHX Text

8.2

AutoCAD SHX Text

8.7

AutoCAD SHX Text

211.7

AutoCAD SHX Text

186.1

AutoCAD SHX Text

162.1

AutoCAD SHX Text

139.8

AutoCAD SHX Text

119.1

AutoCAD SHX Text

100.1

AutoCAD SHX Text

82.7

AutoCAD SHX Text

67.0

AutoCAD SHX Text

52.9

AutoCAD SHX Text

40.5

AutoCAD SHX Text

29.8

AutoCAD SHX Text

20.7

AutoCAD SHX Text

17.7

AutoCAD SHX Text

12.3

AutoCAD SHX Text

9.9

AutoCAD SHX Text

4.4

AutoCAD SHX Text

2.0

AutoCAD SHX Text

15.0

AutoCAD SHX Text

14.0

AutoCAD SHX Text

13.0

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

13.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

11.0

AutoCAD SHX Text

10.0

AutoCAD SHX Text

9.0

AutoCAD SHX Text

8.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

G

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

B

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

= 11.25%%D

AutoCAD SHX Text

= 22.5%%D

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text


AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

0.4

AutoCAD SHX Text

0.5

AutoCAD SHX Text

0.6

AutoCAD SHX Text

0.7

AutoCAD SHX Text

0.9

AutoCAD SHX Text

2.9

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

6.8

AutoCAD SHX Text

7.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

3.8

AutoCAD SHX Text

3.5

AutoCAD SHX Text

3.3

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.8

AutoCAD SHX Text

2.5

AutoCAD SHX Text

2.3

AutoCAD SHX Text

2.0

AutoCAD SHX Text

1.8

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

5.6

AutoCAD SHX Text

5.3

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.1

AutoCAD SHX Text

3.8

AutoCAD SHX Text

3.4

AutoCAD SHX Text

3.0

AutoCAD SHX Text

2.6

AutoCAD SHX Text

2.3

AutoCAD SHX Text

1.9

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

8.2

AutoCAD SHX Text

7.7

AutoCAD SHX Text

7.2

AutoCAD SHX Text

6.7

AutoCAD SHX Text

6.3

AutoCAD SHX Text

5.7

AutoCAD SHX Text

5.3

AutoCAD SHX Text

4.8

AutoCAD SHX Text

4.3

AutoCAD SHX Text

3.8

AutoCAD SHX Text

3.3

AutoCAD SHX Text

2.6

AutoCAD SHX Text

2.1

AutoCAD SHX Text

1.8

AutoCAD SHX Text

1.6

AutoCAD SHX Text

1.2

AutoCAD SHX Text

0.9

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

T

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

11.25%%D

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

22.50%%D

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

E

AutoCAD SHX Text

(FT.)

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=

AutoCAD SHX Text

4.9

U13HORIZONTAL THRUST BLOCKAT TEES & PLUGS

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

0.D.

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

PIPE O.D.

AutoCAD SHX Text

BASE OF BLOCK SQUARE

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

0.D.

AutoCAD SHX Text


AutoCAD SHX Text

A

AutoCAD SHX Text

PLAN OF PLUG THRUST BLOCK

AutoCAD SHX Text

PLAN OF TEE THRUST BLOCK

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

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AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

C

AutoCAD SHX Text

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AutoCAD SHX Text

L

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

THRUST

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0.D.

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

PIPE O.D.

AutoCAD SHX Text


AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

0.D.

AutoCAD SHX Text


AutoCAD SHX Text

A

AutoCAD SHX Text

PIPE O.D.

AutoCAD SHX Text

PLAN OF PLUG THRUST BLOCK

AutoCAD SHX Text

PLAN OF TEE THRUST BLOCK

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

FOR GENERAL NOTES.

AutoCAD SHX Text

REFER TO U9

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

C

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

A

AutoCAD SHX Text

(FT.)

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

10,12

AutoCAD SHX Text

16,18

AutoCAD SHX Text

20

AutoCAD SHX Text

24

AutoCAD SHX Text

30

AutoCAD SHX Text

36

AutoCAD SHX Text

42

AutoCAD SHX Text

48

AutoCAD SHX Text

54

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

AutoCAD SHX Text

96

AutoCAD SHX Text

5.1

AutoCAD SHX Text

11.3

AutoCAD SHX Text

25.5

AutoCAD SHX Text

31.5

AutoCAD SHX Text

45.2

AutoCAD SHX Text

53.0

AutoCAD SHX Text

76.3

AutoCAD SHX Text

104.0

AutoCAD SHX Text

136.0

AutoCAD SHX Text

172.0

AutoCAD SHX Text

212.0

AutoCAD SHX Text

257.0

AutoCAD SHX Text

305.0

AutoCAD SHX Text

358.0

AutoCAD SHX Text

416.0

AutoCAD SHX Text

477.0

AutoCAD SHX Text

543.0

AutoCAD SHX Text

1.5

AutoCAD SHX Text

1.5

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

6.5

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.0

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

9.5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

3.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.0

AutoCAD SHX Text

7.0

AutoCAD SHX Text

7.5

AutoCAD SHX Text

9.0

AutoCAD SHX Text

10.5

AutoCAD SHX Text

12.0

AutoCAD SHX Text

13.5

AutoCAD SHX Text

15.0

AutoCAD SHX Text

16.5

AutoCAD SHX Text

17.5

AutoCAD SHX Text

19.0

AutoCAD SHX Text

20.5

AutoCAD SHX Text

22.0

AutoCAD SHX Text

23.5

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.6

AutoCAD SHX Text

1.6

AutoCAD SHX Text

1.9

AutoCAD SHX Text

3.1

AutoCAD SHX Text

4.1

AutoCAD SHX Text

7.3

AutoCAD SHX Text

11.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.5

AutoCAD SHX Text

6.5

AutoCAD SHX Text

10.5

AutoCAD SHX Text

11.5

AutoCAD SHX Text

12.5

AutoCAD SHX Text

13.5

AutoCAD SHX Text

14.5

AutoCAD SHX Text

15.5

AutoCAD SHX Text

16.5

AutoCAD SHX Text

15.6

AutoCAD SHX Text

21.4

AutoCAD SHX Text

28.4

AutoCAD SHX Text

36.8

AutoCAD SHX Text

47.2

AutoCAD SHX Text

58.9

AutoCAD SHX Text

72.3

AutoCAD SHX Text

87.7

AutoCAD SHX Text

104.8

AutoCAD SHX Text

7.5

AutoCAD SHX Text

8.5

AutoCAD SHX Text

9.5

AutoCAD SHX Text

0.2

AutoCAD SHX Text

0.3

AutoCAD SHX Text

0.9

AutoCAD SHX Text

0.9

AutoCAD SHX Text

1.7

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2.4

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4.2

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15.7

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20.5

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27.2

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33.7

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41.2

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49.7

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61.0

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6.2

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8.7

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11.9

U14VERTICAL THRUST BLOCKAT PIPE BEND

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

Bd + 2' MIN.

AutoCAD SHX Text

TRENCH WIDTH

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Bd

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GROUND

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1'-0"

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MIN.

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REINFORCING

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BARS

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A

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A

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ELEVATION "B-B"

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I.D.

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GROUND

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2'-0" MIN.

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PREFERRED

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ASSUMED

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HORIZONTAL

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VERTICAL COMPONENT

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OF THRUST =

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TABULATED VALUE

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REINFORCING BARS

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#4 @ 12" CENTERS.

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FOR PIPE SIZES

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VARIABLE

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(APPROX. SAME

AutoCAD SHX Text

LENGTH AS BEND)

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I. D.

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SECTION "A-A"

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N.T.S.

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N.T.S.

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GREATER THAN 12"

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REINFORCING SHALL

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BE AS SPECIFIED

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BY ENGINEER.

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FOR GENERAL NOTES.

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REFER TO U9

AutoCAD SHX Text

REFER TO

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(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

AutoCAD SHX Text

(

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Bd + 2' MIN.

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TRENCH WIDTH

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Bd

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GROUND

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1'-0"

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REINFORCING

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BARS

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A

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ELEVATION "B-B"

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I.D.

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GROUND

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2'-0" MIN.

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PREFERRED

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ASSUMED

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HORIZONTAL

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VERTICAL COMPONENT

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OF THRUST =

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TABULATED VALUE

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REINFORCING BARS

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#4 @ 12" CENTERS.

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FOR PIPE SIZES

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VARIABLE

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(APPROX. SAME

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LENGTH AS BEND)

AutoCAD SHX Text

I. D.

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SECTION "A-A"

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N.T.S.

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N.T.S.

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GREATER THAN 12"

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REINFORCING SHALL

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BE AS SPECIFIED

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BY ENGINEER.

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FOR GENERAL NOTES.

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REFER TO U9

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4,6,8

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10,12

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16,18

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20

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24

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30

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36

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42

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48

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54

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60

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66

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72

AutoCAD SHX Text

78

AutoCAD SHX Text

84

AutoCAD SHX Text

90

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96

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1.0

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2.2

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5.0

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6.1

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8.2

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10.5

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14.9

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20.3

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26.5

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33.5

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41.4

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50.1

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59.6

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69.9

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81.1

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93.1

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106.0

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2.0

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4.3

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9.7

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12.0

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17.3

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20.3

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29.2

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39.8

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51.9

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65.7

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81.2

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98.2

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117.0

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137.0

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159.0

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183.0

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208.0

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0.5

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1.1

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2.5

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3.1

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4.4

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5.2

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7.5

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10.1

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13.2

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16.8

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20.7

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25.0

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29.8

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35.0

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40.5

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46.5

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53.0

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1.0

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2.2

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4.9

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6.0

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8.7

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10.1

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14.6

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19.9

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26.0

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32.9

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40.6

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49.1

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58.4

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68.6

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79.5

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91.3

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104.0

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2.5

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5.7

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12.7

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15.7

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22.6

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38.2

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26.5

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52.0

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67.9

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85.9

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106.0

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128.0

AutoCAD SHX Text

153.0

AutoCAD SHX Text

179.0

AutoCAD SHX Text

208.0

AutoCAD SHX Text

239.0

AutoCAD SHX Text

272.0

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1.3

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2.8

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6.4

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7.9

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11.3

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13.3

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19.1

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26.0

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33.9

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42.9

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53.0

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64.2

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76.3

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90.0

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104.0

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119.0

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136.0

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8.0

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3.6

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18.0

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22.2

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32.0

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37.5

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54.0

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73.5

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96.0

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122.0

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150.0

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182.0

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216.0

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254.0

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294.0

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337.0

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384.0

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1.8

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4.0

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9.0

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11.1

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16.0

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18.8

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27.0

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36.7

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48.0

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60.7

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75.0

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90.7

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108.0

AutoCAD SHX Text

127.0

AutoCAD SHX Text

147.0

AutoCAD SHX Text

169.0

AutoCAD SHX Text

192.0

AutoCAD SHX Text

502.0

AutoCAD SHX Text

441.0

AutoCAD SHX Text

384.0

AutoCAD SHX Text

331.0

AutoCAD SHX Text

282.0

AutoCAD SHX Text

237.0

AutoCAD SHX Text

196.0

AutoCAD SHX Text

159.0

AutoCAD SHX Text

126.0

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96.0

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70.5

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49.0

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41.8

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29.2

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23.5

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10.5

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4.6

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251.0

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221.0

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192.0

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166.0

AutoCAD SHX Text

141.0

AutoCAD SHX Text

119.0

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98.0

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79.4

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62.7

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48.0

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35.3

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24.5

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20.9

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14.5

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11.8

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5.2

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2.3

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543.0

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477.0

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416.0

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358.0

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305.0

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257.0

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212.0

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172.0

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136.0

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104.0

AutoCAD SHX Text

76.4

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53.1

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45.2

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31.4

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25.5

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11.3

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5.0

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272.0

AutoCAD SHX Text

239.0

AutoCAD SHX Text

208.0

AutoCAD SHX Text

179.0

AutoCAD SHX Text

153.0

AutoCAD SHX Text

128.0

AutoCAD SHX Text

106.0

AutoCAD SHX Text

85.9

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67.9

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52.0

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38.2

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26.5

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22.6

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15.7

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12.7

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5.7

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2.5

AutoCAD SHX Text

96

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90

AutoCAD SHX Text

84

AutoCAD SHX Text

78

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72

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

54

AutoCAD SHX Text

48

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42

AutoCAD SHX Text

36

AutoCAD SHX Text

30

AutoCAD SHX Text

24

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20

AutoCAD SHX Text

16,18

AutoCAD SHX Text

10,12

AutoCAD SHX Text

4,6,8

AutoCAD SHX Text

I.D.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

11.25%%D

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

22.5%%D

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

VOL.

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(C.Y.)

AutoCAD SHX Text

30%%D

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

VOL.

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(C.Y.)

AutoCAD SHX Text

45%%D

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

VOL.

AutoCAD SHX Text

(C.Y.)

AutoCAD SHX Text

67.5%%D

AutoCAD SHX Text

THRUST

AutoCAD SHX Text

(TONS)

AutoCAD SHX Text

VOL.

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(C.Y.)

AutoCAD SHX Text

90%%D

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

I.D.

U15WASTEWATER MANHOLEPRECAST

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

30"

AutoCAD SHX Text

ROCK FOUNDATION

AutoCAD SHX Text

2'-0" OR

AutoCAD SHX Text

INTERMEDIATE RISER

AutoCAD SHX Text

BASE

AutoCAD SHX Text

AVAILABLE IN 2'-0", 4'-0" & 6'-0"

AutoCAD SHX Text

LENGTHS (USE MIN. NUMBER OF RISERS)

AutoCAD SHX Text

RISER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

NON SHRINK GROUT

AutoCAD SHX Text

PROP. TOP OF CURB

AutoCAD SHX Text

PROP. PVMT.

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NOTES:

AutoCAD SHX Text

12"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

APPROVED RESILIENT PIPE-T0-

AutoCAD SHX Text

MANHOLE CONNECTOR CONFORMING

AutoCAD SHX Text

4', 5', OR 6'

AutoCAD SHX Text

AS SPECIFIED

AutoCAD SHX Text

BY OWNER

AutoCAD SHX Text

COATING, WHEN NOT

AutoCAD SHX Text

1:12

AutoCAD SHX Text

MIN. SLOPE

AutoCAD SHX Text

SPRING LINE

AutoCAD SHX Text

IN PAVING

AutoCAD SHX Text

TO ASTM C-923

AutoCAD SHX Text

1. FIRST MAIN LINE JOINT TO BE A MIN. OF 5' LONG WITH 1' CONC. CRADLE (FROM SAME POUR AS BASE). 2. SEAL ALL JOINTS AND PENETRATIONS WITH NON-SHRINK GROUT.

AutoCAD SHX Text

USE O-RING RUBBER GASKET (TYP.)

AutoCAD SHX Text

STUBOUTS TO BE A MIN. OF 5' LONG WITH 1' CONC. CRADLE (FROM SAME POUR AS BASE). STUBOUTS TO BE FITTED WITH A WATER TIGHT STOPPER OR CAP

AutoCAD SHX Text

SEE FRAME & COVER DETAIL

U16WASTEWATER MANHOLECAST IN PLACE

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

ROCK FOUNDATION

AutoCAD SHX Text

MONOLITHIC POUR

AutoCAD SHX Text

CLASS "F" CONCRETE

AutoCAD SHX Text

24"

AutoCAD SHX Text

VARIES

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MIN.

AutoCAD SHX Text

12"

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

5'-0" & 6'-0"

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

SEE TRANSITION DETAIL

AutoCAD SHX Text

FOR 5' & 6' DIA. M.H.'S

AutoCAD SHX Text

24"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

OR

AutoCAD SHX Text

12"

AutoCAD SHX Text

15" (5')

AutoCAD SHX Text

3' MIN.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

5'-0" & 6'-0"

AutoCAD SHX Text

5' & 6' DIA. M.H.'S

AutoCAD SHX Text

TRANSITION DETAIL FOR

AutoCAD SHX Text

30"

AutoCAD SHX Text

30"

AutoCAD SHX Text

NOTES

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1. WHERE M.H.'S ARE IN "PROPOSED"

AutoCAD SHX Text

PAVING, FRAME & COVER SHALL BE

AutoCAD SHX Text

SET 6" BELOW THE PROPOSED

AutoCAD SHX Text

PAVEMENT GRADE.

AutoCAD SHX Text

36"

AutoCAD SHX Text

30" (6')

AutoCAD SHX Text

{

AutoCAD SHX Text

OR

AutoCAD SHX Text

36"

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

STUBOUT CONNECTION

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

%%126

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

12"

AutoCAD SHX Text

(6 1/2 SACK)

AutoCAD SHX Text

1/2 " NON SHRINK GROUT COATING

AutoCAD SHX Text

NOTE: TRACER WIRE

AutoCAD SHX Text

FIRST MAIN LINE JOINT TO BE A MIN. OF 5' LONG WITH 1' CONC. CRADLE (FROM SAME POUR AS BASE)

AutoCAD SHX Text

APPROVED RESILIENT PIPE-TO- MANHOLE CONNECTOR CONFORMING TO ASTM C-923

AutoCAD SHX Text

STUBOUT TO BE FITTED WITH WATERTIGHT STOPPER OR CAP STUBOUTS TO BE A MIN. OF 5' LONG WITH 1' CONC. CRADLE (FROM SAME POUR AS BASE)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

USE PRECAST CONCRETE GRADE RINGS & NON SHRINK GROUT, OR APPROVED EQUIVALENT, AS REQUIRED TO RAISE 12" MAXIMUM TO GRADE.

U17WASTEWATER MANHOLEFRAME, COVER & PAD

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

3,000 PSI CONCRETE (6" MIN. THICKNESS)

AutoCAD SHX Text

BASS & HAYES

AutoCAD SHX Text

VRM-30

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

R

AutoCAD SHX Text

Y

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S

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

#4 REBAR (TYP.)

AutoCAD SHX Text

30" CAST IRON MH COVER, BASS & HAYES VRM-30 OR EQUAL

AutoCAD SHX Text

BASS & HAYES

AutoCAD SHX Text

VRM-30

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

R

AutoCAD SHX Text

Y

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

2'

AutoCAD SHX Text

2'

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

RUBBER GASKET (WATERTIGHT MANHOLES ONLY)

AutoCAD SHX Text

(4) BOLTS 1/2" 316 S.S.

AutoCAD SHX Text

(2) #4 REBAR HOOPS

AutoCAD SHX Text

PRECAST RING OR CAST IN PLACE LEVELING RING 3000 PSI CONCRETE REINFORCED AS SHOWN.

AutoCAD SHX Text

GROUT (TYP)

AutoCAD SHX Text

(4) S.S. BOLTS (WATERTIGHT MANHOLES)

AutoCAD SHX Text

NOTES: 1. IF PRECAST ANCHOR BOLTS ARE IF PRECAST ANCHOR BOLTS ARE UNAVAILABLE, 316 S.S. HILTI EPOXY TYPE ANCHOR BOLTS OF SIMILAR SIZE AND STRENGTH WILL BE ALLOWED. 2. FOR UNEVEN SLOPES LESS THAN 4:1% FOR UNEVEN SLOPES LESS THAN 4:1% LADTECH ADJUSTING RING WEDGE OR APPROVED EQUAL MAY BE USED.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

MANHOLE COVER

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

MANHOLE PAD FOR ALL MANHOLES IN UNPAVED OR ASPHALT PAVEMENT AREAS

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

MANHOLE FRAME & COVER

AutoCAD SHX Text

NOTE: : MANHOLE PAD SHALL BE SLOPED TO PROVIDE ADEQUATE DRAINAGE AWAY FROM MANHOLE COVER.

AutoCAD SHX Text

SLOPE (TYP.)

U18WASTEWATER MANHOLEOUTSIDE DROP CONNECTIONS

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

ROCK FOUNDATION

AutoCAD SHX Text

DOUBLE 45° BEND

AutoCAD SHX Text

45° BEND

AutoCAD SHX Text

34" WASHED ROCK

AutoCAD SHX Text

REVERSE 45°WYE ONLY

AutoCAD SHX Text

CUT 4" SPRINGLINE NOTCH

AutoCAD SHX Text

TRACER WIRE

AutoCAD SHX Text

EXTEND TRACER WIRES MIN. 2' INTO MANHOLE

AutoCAD SHX Text

CONTINUE TRACER WIRE

AutoCAD SHX Text

INSTALL TRACER WIRES UNDER FRAME

AutoCAD SHX Text


U19WASTEWATER MANHOLELINE INTERSECTION

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

D

AutoCAD SHX Text

T

AutoCAD SHX Text

D/2

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

O

AutoCAD SHX Text

W

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

d

AutoCAD SHX Text

T

AutoCAD SHX Text

D

AutoCAD SHX Text

T

AutoCAD SHX Text

d

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

T = WALL THICKNESS

AutoCAD SHX Text

D = MANHOLE DIAMETER

AutoCAD SHX Text

d = PIPE DIAMETER

AutoCAD SHX Text

3"R.

AutoCAD SHX Text

GROUT MANHOLE

AutoCAD SHX Text

BOTTOM TO SLOPE

AutoCAD SHX Text

AS SHOWN.

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO MANHOLE

AutoCAD SHX Text

STANDARD DRAWINGS

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

GROUT

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

1:12

AutoCAD SHX Text

(TYP.)

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FOR ADDITIONAL

AutoCAD SHX Text

DETAIL OF M.H.

U20WASTEWATER MANHOLETIE-IN

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

STUBOUT

AutoCAD SHX Text

NEW MAIN

AutoCAD SHX Text

AT STUBOUT

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

NEW MAIN

AutoCAD SHX Text

EXIST. MAIN

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

AT CLEANOUT

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

EXISTING CLEANOUT

AutoCAD SHX Text

CUT AND REMOVE

AutoCAD SHX Text

BELL OF EXIST.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CUT AND REMOVE

AutoCAD SHX Text

BELL OF EXISTING

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

"C-T" PIPE ADAPTER

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

THIS DETAIL FOR USE ONLY WHEN NEW MAIN

AutoCAD SHX Text

WILL NOT MATE WITH EXISTING MAIN JOINT DUE

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TO DIFFERENT DIMENSIONS OR MATERIALS AND A

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MANHOLE IS NOT REQUIRED.

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N.T.S.

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"C-T" PIPE ADAPTER

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OUTSIDE DIAMETER

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OF SMALLER PIPE

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OF LARGER PIPE

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OUTSIDE DIAMETER

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STAINLESS STEEL

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STRAP

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All "C-T" ADAPTERS MUST BE CONCRETE ENCASED

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OWNER APPROVED "C-T" ADAPTER, MADE OF FLEXIBLE MATERIAL (POLYURETHANE, ETC.) SECURED WITH TWO STAINLESS STEEL CLAMPS WITH PVC REINFORCED COUPLING (SHEARGUARD OR APPROVED EQUAL)

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OWNER APPROVED "C-T" ADAPTER, MADE OF FLEXIBLE MATERIAL (POLYURETHANE, ETC.) SECURED WITH TWO STAINLESS STEEL CLAMPS WITH PVC REINFORCED COUPLING (SHEARGUARD OR APPROVED EQUAL)

U21WASTEWATER LATERALSTANDARD INSTALLATION

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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PROPERTY LINE

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4" CONCRETE COLLAR

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COLD JOINT REQUIRED

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STD. CLEANOUT W/CAST IRON CAP

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WYE

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STREET

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CURB & GUTTER

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SIDEWALK

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THIS LOCATION ONLY IF APPROVED BY CITY

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STANDARD PARKWAY "/FT.14"/FT.

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SEWER SERVICE MATERIAL AS INDICATED IN DRAWINGS, SLOPE VARIES. MINIMUM SLOPE 1%, UNLESS APPROVED BY THE CITY

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STANDARD WYE & 45° BEND

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PROPERTY LINE

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CAST IRON CLEANOUT W/S.S. BOLTS AND C.I. LID ALL AREAS

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CONCRETE COLLAR (PLAN VIEW) (IF LOCATED OUTSIDE OF SIDEWALK)

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6"

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14"

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12"

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NOTES: 1. PIPE AND FITTINGS MUST BE SDR-26 PVC AS PIPE AND FITTINGS MUST BE SDR-26 PVC AS INDICATED IN THE DRAWINGS. 2. PROVIDE RUBBER SLEEVE COUPLINGS WITH PROVIDE RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE-BAND REPAIR SLEEVES TO CONNECT TO EXISTING SERVICE. TIGHTEN SLEEVES TO THE TORQUE RECOMMENDED BY THE MANUFACTURER. 3. SEWER SERVICE SHALL INCLUDE ALL SEWER SERVICE SHALL INCLUDE ALL APPURTENANCES FROM SEWER MAIN UP TO AND INCLUDING RUBBER SLEEVE COUPLING OR PLUG. 4. CLEANOUTS SHALL BE LOCATED 10' OFFSET FROM CLEANOUTS SHALL BE LOCATED 10' OFFSET FROM CENTER OF LOT ON THE DOWNSTREAM SIDE.

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1.5"

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CAST IRON

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CAST IRON

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12" STAINLESS STEEL BOLTS

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7.5"

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O-RING

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CAST IRON CLEANOUT W/S.S. BOLTS AND C.I. LID

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CRUSHED ROCK EMBEDMENT

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FUTURE SEWER SVC

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6" MIN.

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PARALLEL TO TRAFFIC

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CRUSHED ROCK EMBEDMENT

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ACCEPTABLE BACKFILL PER DETAIL U6

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(PREFERRED LOCATION)

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#3 REBAR (TYP)

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NON-PAVED

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NON-PAVED

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45° BEND

U22WASTEWATER LATERALDEEP INSTALLATION

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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BACKFILL PER DETAIL U6

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UNDISTURBED SOIL

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SANITARY SEWER MAIN

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EXIST SERVICE LINE

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PROPERTY/R.O.W. LINE

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45°VERTICAL BEND

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45°-60°

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PER DETAIL U21 PAST THIS POINT

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10' MIN.

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NOTE: 1. USE THIS SERVICE ONLY USE THIS SERVICE ONLY WITH PERMISSION FROM THE CITY OF WEATHERFORD.

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3' MIN.

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45° BEND

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STREET

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CURB & GUTTER

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SIDEWALK

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THIS LOCATION ONLY IF APPROVED BY CITY

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PROPERTY LINE

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CAST IRON CLEANOUT W/S.S. BOLTS AND C.I. LID ALL AREAS

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(PREFERRED LOCATION)

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NON-PAVED

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NON-PAVED

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WYE

U23WASTEWATER MANHOLEHYDRAULIC SLIDE

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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NOTES: 1. DROP THROUGH SHALL BE POURED DROP THROUGH SHALL BE POURED MONOLITHICALLY WITH CAST-IN-PLACE BENCH, OR DOWELED AND GROUTED TO PRE-CAST BENCH. 2. DROP THROUGH SHALL EXTEND DROP THROUGH SHALL EXTEND INTO MAIN-LINE TROUGH THE 12 THE INNER DIAMETER OF LATERAL. 3. WHERE LATERAL FLOW-LINE TO WHERE LATERAL FLOW-LINE TO MAIN FLOW-LINE IS GREATER THAN 24" AN EXTERNAL DROP SHALL BE REQUIRED. 4. "X" SHALL BE NO MORE THAN 24" "X" SHALL BE NO MORE THAN 24" FROM FLOW-LINE TO FLOW-LINE. "Y" SHALL BE THE GREATER OF HALF OF "X" OR 6".

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4-#3 DOWEL BARS SPACED EVENLY

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8"-12" RADIUS (TYP.)

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PLAN VIEW

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SECTION A-A

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SECTION B-B

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A

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A

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B

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B

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"Y"

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"X"

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#3 DOWEL CENTERED BETWEEN BENCH AND DROP THROUGH

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34 I.D.

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PRE-CAST OR CAST-IN-PLACE MANHOLE

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CONCRETE TROUGH

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SEE NOTE 4

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GROUTED DROP THROUGH PER SECTION 03 30 00

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GROUTED DROP THROUGH

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PRE-CAST OR CAST-IN-PLACE MANHOLE

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PROVIDE DEPTH 34 DEPTH DEPTH INVERT FOR ALL STANDARD MANHOLES

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SLOPE BENCH TO FLOW TO TROUGH

U24WASTEWATER MANHOLE VENT

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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FLYGHT MH VENT VALVE MODEL 3029, WAGER 1700 VENT VALVE UP TO 6" OR APPROVED EQUAL SEE NOTE 3B

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4" COMPANION FLANGE & MINIMUM 4" OPENING STAINLESS STEEL MESH SCREEN

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#4 BARS

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CORE MANHOLE WALL & SEAL W/LINKSEAL WALL SEAL

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4" FLANGED D.I. PIPE

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4" D.I. RETURN BEND (FLG x FLG)

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45° BEND(FLG x FLG)

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4" D.I. PIPE (FLG x PE)

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MH VENT VALVES ARE NOT REQUIRED IF THE VENT OPENING IS ABOVE 100 YR FLOODPLAIN

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NOTES: 1. DUCTILE IRON PIPE & FITTINGS TO HAVE DUCTILE IRON PIPE & FITTINGS TO HAVE 40mil POLYETHYLENE INTERIOR COATING. 2. ALL BOLTS & NUTS TO BE 316 ALL BOLTS & NUTS TO BE 316 STAINLESS STEEL. 3. FINISH COATING: FINISH COATING: A. WIRE BRUSH TO REMOVE ALL DIRT & WIRE BRUSH TO REMOVE ALL DIRT & CONCRETE AND TO ROUGH UP FINISH. B. APPLY ONE PRIME COAT OF TNEMEC APPLY ONE PRIME COAT OF TNEMEC SERIES 37 CHEM PRIME (GRAY) TO 3mils DRY THICKNESS. GIVE SPECIAL ATTENTION AND SECOND COAT TO CORNERS AND BOLTS. C. APPLY ONE FINISH COAT OF TNEMEC APPLY ONE FINISH COAT OF TNEMEC SERIES 43-38 ALKYD ALUMINUM TO 2mils DRY THICKNESS. 4. VENT PIPES LONGER THAN 6' TO BE 6" VENT PIPES LONGER THAN 6' TO BE 6" D.I. PIPE AND FITTINGS.

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U25LOW PRESSURE FORCE MAIN2" LINE SIZE

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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PROPERTY LINE

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BOTTOM OF

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2" MUELLER COMPRESSION

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TEE H-15381N (or approved

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equivalent)

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PAVEMENT

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METER BOX

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TO M.I.P H-15428N (or

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approved equivalent) TYP

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TO F.I.P H-15451N (or

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approved equivalent) W/

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2" BRASS PLUG

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2" RESILIENT SEAT TREADED

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GATE VALVE W/SQUARE

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OPERATING NUT & VALVE

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BOX PER CITY OF

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WEATHERFORD DETAILS

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TYP

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BOTTOM OF METER

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BOX TO BE FILLED

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W/ 6" MINIMUM OF

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1" CLEAN GRAVEL

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MJ X MJ

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THREADED TEE

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EXISTING

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FORCE

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MAIN

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FLUSHING POINT

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14"

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BOTTOM OF

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PAVEMENT

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METER BOX

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2" MUELLER QUARTER BEND

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COMPRESSION TO M.I.P.

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H-15431N (or approved equivalent)

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AND BRASS 2" BALL VALVE

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2" SDR-9 C.T.S. PRESSURE

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PIPE ASTM D2737

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CONTINUOUS PIPE NO

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JOINTS ALLOWED

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2" SDR-9 C.T.S. PRESSURE

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PIPE ASTM D2737

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2" X 6" BRASS

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PIPE NIPPLE

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NOTES: 1. ALL PIPE FITTINGS SHALL BE COMPRESSION FITTINGS, STAINLESS STEEL PIPE STIFFENERS REQUIRED. 2. METER BOX FOR SERVICE LINES TO BE INSTALLED AT PROPERTY LINE. 3. METER BOX SHALL NOT BE INSTALLED IN SIDEWALKS OR DRIVEWAYS. 4. METER BOX TO BE FURNISHED BY AND INSTALLED BY CONTRACTOR. 5. METER BOX SHALL BE 18" DIAMETER PVC WITH CAST IRON RING AND LID. WHITE RHINO OR APPROVED EQUAL. 6. ALL METER CAN LIDS SHALL MARKED AS SEWER. 7. 12 AWG TRACING WIRE ON MAIN AND SERVICES. 8. MAXIMUM OF 10 SERVICE CONNECTIONS 9. THIS DETAIL TO BE USED WITH CITY APPROVAL ONLY.

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FORCE MAIN

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SERVICE LINE

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MAIN FORCE MAIN

U26WASTEWATER MANHOLEABANDONMENT

SHEET. #08/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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SAND BAG (TYP)

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EXISTING WASTEWATER LINE

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1500 PSI CONCRETE PLUG

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1500 PSI CONCRETE PLUG

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CLASS "B" CONCRETE TO A POINT ABOVE TOP OF PIPE

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SAND AND/OR GRAVEL COMPACTED TO 90% (95% IN PAVEMENT) OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY

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COMPACTED BACKFILL

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REMOVE ENTIRE CONE OR TOP 4', WHICHEVER IS DEEPER

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PAVEMENT REPAIR IF APPLICABLE

U272" FLUSHING POINT

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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C

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L

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C

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L

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(

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(

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C

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L

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C

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L

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DRILL 3/4" HOLE

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TRACER WIRE

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TRACER WIRE

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VALVE BOX

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ROADWAY BASE

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GATE VALVE

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MAIN

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DRILL 3/4" HOLE

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VALVE BOX

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ROADWAY BASE

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2" THREADED CAP

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2" BRASS NIPPLE

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2" THREADED GATE VALVE

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2" BRASS COMPRESSION TO MPT FITTING

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2" DR-9 POLY PIPE

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TRACER WIRE

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10' MIN

U28DUAL 34 INCH RESIDENTIAL SERVICEDETAIL

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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COMPRESSION

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BOTTOM OF METER BOX

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3/4" FIP ANGLED CURB STOP

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PAVEMENT

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NOTES: 1. WHEN TAPPING WATER MAINS USE DOUBLE WHEN TAPPING WATER MAINS USE DOUBLE STRAP STAINLESS STEEL WITH EPOXY COATED CAST IRON SADDLES. 2. ALL COPPER FITTINGS SHALL BE COMPRESSION ALL COPPER FITTINGS SHALL BE COMPRESSION FITTINGS. 3. ALL SADDLES AND CORP. STOPS SHALL HAVE ALL SADDLES AND CORP. STOPS SHALL HAVE CC THREADS. 4. METER SHALL NOT BE INSTALLED IN METER SHALL NOT BE INSTALLED IN SIDEWALKS. 5. METER BOX TO BE FURNISHED BY AND METER BOX TO BE FURNISHED BY AND INSTALLED BY CONTRACTOR. 6. METER BOX SHALL BE 24" DIAMETER PVC WITH METER BOX SHALL BE 24" DIAMETER PVC WITH CAST IRON RING AND LID. WHITE RHINO OR APPROVED EQUAL. 7. "U" BRANCH SHALL BE FORD "U" BRANCH SHALL BE FORD U48-43-1.9-NL-G OR APPROVED EQUIVALENT. 8. CURB STOP SHALL BE FORD KV13-332W-NL CURB STOP SHALL BE FORD KV13-332W-NL OR APPROVED EQUIVALENT ( " FIP X SWIVEL 34" FIP X SWIVEL NUT). 9. ALL METER CAN LIDS SHALL HAVE AMR READER ALL METER CAN LIDS SHALL HAVE AMR READER HOLE. 10. CORP. STOP SHALL BE MUELLER H-15008N CORP. STOP SHALL BE MUELLER H-15008N OR APPROVED EQUIVALENT. 11. METERS INSTALLED IN DRIVEWAYS MUST BE METERS INSTALLED IN DRIVEWAYS MUST BE TRAFFIC RATED DFW PLASTICS DFW38C-14MBF-DEEP OR EQUIVALENT. 12. USE RESTRICTED TO DUAL " METERS TO A USE RESTRICTED TO DUAL " METERS TO A 34" METERS TO A SINGLE RESIDENTIAL LOT ONLY.

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WATER MAIN

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1" COMPRESSION TO DUAL " MIP "U" BRANCH 34" MIP "U" BRANCH

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3/4" FIP ANGLED CURB STOP

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1" COMPRESSION TO DUAL " MIP "U" BRANCH 34" MIP "U" BRANCH

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A

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A

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SECTION A-A

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12" MIN

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4" MIN

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4" MIN

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4" MIN

U293" TO 8" METER AND VAULT

SHEET. #01/2020


DRAWN BY

CITY OF WEATHERFORD

NOT TO SCALE

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GALVANIZED STEEL PIPE SUPPORT(TYP)

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12x12x4 SUMP W/ CAST IRON GRATE

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1. BY-PASS MUST BE SAME SIZE AS METER

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2. ALL PIPE MUST BE DUCTILE IRON & ALL FITTINGS

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3. ALL VALVES TO BE OS&Y GATE VALVES

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4. METER TO BE SENSUS OMNI C2 FOR DOMESTIC

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5. METER REGISTER SET TO CUBIC FEET

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OR SENSUS OMNI F2 WITH FIRE FLOW

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6. REGISTER NUMBER MUST MATCH SERIAL NUMBER

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ON MAIN CASE

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7. RADIO TO BE MXU520M

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9. CONCRETE SHALL BE CLASS "F" WITH MINIMUM

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DESIGN STRENGTH OF 4200psi @ 28 DAYS

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8. METER AND BACKFLOW PREVENTER MUST BE

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MUST BE FLANGED INSIDE VAULT

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NOTES:

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NOTES:

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IN SEPARATE VAULTS

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10. GRADE 60 STEEL REBAR CONFORMING TO ASTM A615

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11. WALLS MUST BE CAST MONOLITHIC WITH FLOOR

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12. 1/4" ALUMINIUM DIAMOND PLATE HATCH WITH EXTRUDED

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ALUMINUM FRAME CAST INTO LID WITH 316 STAINLESS

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STEEL SLAM LOCK & HINGES CENTERED OVER METER

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6" GRAVEL BED

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ALUMINUM HATCH

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SIZE

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3"

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4"

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6"

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8"

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8'-8"

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8'-8"

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11'-0"

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11'-0"

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5'-0"

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5'-0"

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6'-0"

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6'-0"

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6'-0"

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6'-0"

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7'-0"

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7'-0"

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36" X 36"

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36" X 36"

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42" X 42"

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42" X 42"

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L

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W

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H

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HATCH

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STRAINER

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METER

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JOINTS SEALED WATERTIGHT W/ RAMNEK GASKET

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PIPE PENETRATIONS SEALED WITH LINK-SEAL

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OS&Y GATE VALVE (TYP)

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METER SIZE BYPASS

Documents

NOT TO SCALE - Weatherford, TX