co 0 N '-.

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0 0

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D © ~ v 0

E

•

DRNEWAY WIDTH, (W) PER

CENTER EXPANSION JOINT MAY !lE PMIUED , I IF DRIVEWAY Wll)TH, W, IS LESS THAN 1 &'

--

i

'Iii' .. I ~1 ~.1

"' ... ~ ------!-

STD. s• CURI

- -

<> G.B. TOOi.ED II.

&' CURS\

'" I /

COSTl'UC'TION JOINT__/ (SEE DWI'. GUTTER DETAIL)

OR CtlNCRETE PllM'T a: CURB

PLAN DRnn!!WAYllVIW nED 6NIEWMK

NOT TO SCALE

DRIVEWAY WIDTH, (W) PER

r-- Pl.NI I DWY. SCHEDULE

I (W/2) I (W/2) I ' I "',.,,. u•v ar

I

IF DAl'l'E\VAY WIDTH, W, IS LE$S 11-wt 16'

•

(,,r.=="......, ! ~! '41!ARSO 11 12• o.c.&:.~- !'4 EDGE ~11------ ~

-~-JJ-~ I

I I g: I 1: I

I J :FlfJIPEfffV Liiii: " I

I - --' 51.0PE ' ~.....-~

\> •

·~. "'~ ~ ' - .,. 20:1 111 Ii., a • "', "'

.. , CONCRETE SIDEWALK

I -,__ f-- - ,.. - - - ---' --- - - - -1-

"'"" I I - -- I <... . --/- .J " ~...._ ........ _ I

~ -f '/ I'

~ G.!I. TOOU:D .tr. ' EXPANSION JOINT ("NP .) v I r llACK OF CURB '

.~E.~ ~~ .~ • -< ' ' --I I I I I • '\_LIP OFI GUTT~R \_ EXF>ANSION JOINT l,'f'IP.)

-CONSTRUCTION

I

SEE fN'I. GUTTER DETAIL JOINT

' 1. 10'-0111 (W#) (W/2) 10'-0111

- STD. 8" CURB --i llR!IJ'EWAY CUTTER (PAY AS STD. CURB I: CUTTDI)

OR CONCRETE Pilll'T & CURB

FL.ARE

. I . STD. CURB "' GUTTER -

NOT TO SCALE

g i----

ei ..... i ;,, Di

ti' .... i .. ~

i

SUMMARY OF' CONCRETE DRIVEWAYS

DIMENSION 'C' DIMENSION 'S' DIMENSION 'B' DIMENSION 'A' (FT.) (FT.) (FT.) . (FT.)

QRNEWAY NQTES; 1. GRADES F'OR WN.J<WAY AREAS WITHIN DRIYEWllYS SHALL NOT

EXCEED 20: 1 ALONG THE DIRECTION OF PEDESTRIAN TR4VEL, LONOllUDINAL, EmiER WITHIN THE DFINEWAY OR AT THE SIDEWALK APPROACHES ABUnlNG THE DFlive:wAY, C"°$S-Sl.OPE, TRANSVERSE SI.OPE, OF' WAl.!CWAY SHALL NOT OCCEED 50:1.

2. DlllYEWAY SLOPE SHALL NOT EXCEED 10:1, ElCCEPT UNDER SPECIAL CIRCUMSTANCES, IF AUTHORIZED BY THE ENGINEER.

J, CONCRETE FllFI ORNEWA'l'll SHALL BE CLASS "A' ANO HAVE A MINIMUM 'IHICICNESS OF 6 INCHES.

4. RE-BAI! SHALL BE GfWlt 60, WITH A MAXIMUM SPACING OF 12" C-C AND AIJDITIONAI. DIAGONAL EIAAS liS SHOWN.

~. EXPANSION JOINTS SHAl.L BE DF l/4' REDWOOD EXPANSION BCWfD AND DOWELS SHAU BE GREA$ED. 12 INCHES LONG. SMOOTH f4 llARS WITH ONt END BEING FELT WRAPPED. CONTINUOUS BARS SHAU. NOT EJt'l'END THROUCH THE EXPANSION JOINT, llVT SHALL 'IYP!CAU. Y STOP 3 INCHES Cl.ENI OF' EXPANSION JOINT.

6. MIDDLE EXPANSION JOINT SHALL BE USED, IF' THE DRIVEWAY WIDTH, W, IS 16 FEET OR WIDER. THE EXPANSION JOINT SHALL EXTEND FllOM THE EIACK Df" WALKWAY TO THE UP OF CURS.

7. Fll!IAL ACCEPTANCE DF THE PRDJECT SHALL BE CCN11NG~T UPON THE COll'TltACTOR . PROWllNG THE CITY WITH A CERTIFICATION LETTER FROM 'lliE TEICA5 DEPARTMENT CF UCEN$1NO AND REGULATION ('!DLR}, POIJC't' AND STANDARDS DMSIDN, ARCHllECTUIW. BARRIERS SECTION, THAT ALL ADA {AMERICANS WITH DISASlt.lllE:S lloCT) HNoilllCAP IMPROllEMENT!l, AS CONSTRUC'IED, COMP!. Y WITH THE TEXAS AOCESSJBIUIY STANDMDS (TAS) OF THE: ARCHITECTURAi.. BARRIERS N:r ARTICLE 9102, TEXAS CML STA'l\ITtS.

8. THE 2' CUTOUT DOES NOT APPLY TO NEW DRIYEWA'l'S CONSTRUCTED ON EXISTING CONCRETE ROADWA'l'S. COHTRAC'TOlt SHALL DRILL AND EPOXY 14 H 12' DOWELS D 12" O.C. TO CONNECT DFINEWAY TO EX!STIN~ CONCRETE fltJN:l#A'f.

SPECIAL NOTE; THE EXACT TYPE OF DRIVEWAY TO BE DETERMINED BV THE: ENCINEER, BASED ON EXIST, CONDITIONS.

~ I

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i

i

CONSULTAtlT S SHEET No.

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CITY PROJECT I

02016 by Urban Engineering

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21 OF .24 JOB NO.

43002.85.00

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PAY AS CllHC. CURB & Oum:R PAY AS

~~·---~~~~~ OR CONCRETE CONC. OWY.

f'llM'r (S) s·-o· (USUAL)

2'-o· SEE DWV. GVITiR DETAIL

2'-0" (USUAL)

MAX. SLOPE 0.10' PER Ff,

:\l'-0" MIN, VAAW!l.E • TOOL JOINT SAW EICIS'l'ING TO It OR /IS REQUIRED & 3/io" EXPANSK>N JOINT

W4C SLOPE 0, 10' PER FOOT ASPHALr TO REMAIN

TOP OF e• CONC. HEADER CUA&" (3/4" CHAMFER BOTH SIDES) , "

'

11•

3•

\.,. :i,4 t-10-r-~~-~~~~ +--+-.-.. ·"'I ,___111 , , i 11= 'rr1.' , 'm1 , , I

FOR GRADE ADJUSTMENT l EXISTING CONC. OR , - r TOOL .IOINT REMCM: --..

~h~~aE~~~·1:d~~==::~~~=~l~~::i~==·'.,.~~1'~~~~-~-{ COMITRUCTION JOINT ~ ' ____ :'.'I (NEW C()NClltTE . - ' I ..._ l 'lo I

i-.~...,..~--'--• .,....~_. ~ ' ' '' ~ 't ''' ''' "'F- • . . . -.:--r' ~ =· =:__'·4~· =· ·~·. '\: 1:__: ' : . . j . ' . . 4 • . 11-.J~

PAVEMENT) I ' ,-- ! \ -\ / I .. (i'IP.)_J \_ 14 • 12• DOWELS-""' 12" 6, 6• DRIU. le EPOXY CROUT f4 0 12' O.C. (rll'.) 3/4' EXPAN$10N JQINT 110WEU!1 • 18' LONG (MIN.

PEFIMIS!llBl.E tONSTRUl:llON JOINT

THICICEN END #4 x 12' DOWELS- e• INTO Ell!ST. CONC.) • 12• o.c. (!'IP.) '-#4 BARS • 12· o.c.E.w.

(i'IP. 'THROUGHOUT)

11 1 t §JtITT: :J.1r'-'-'. .. · • LU:K "' ,_

, .. l!IMS • 12· O.C.£.W. Rm- ~'4 IMS •12· o.c. EXTENDED 1NTO CONc. cuRs I r

, i COMPAClTED __j

PAY /IS CONC. CURB it GUTIER

OR CONCRETE F'YM'T

2·-0·

SECTION DR.IH:Zl~Y M7N nSJ 11./DEIYMK

ll'lt.Y AS

CONC. DW'I,

(C) 5'•0" (USUAi.)

1· I '

NOT TO SCALE

(S) s·-o· cusUM.)

~

I I

* CMEWA't' IMPF!Olt:MENTS M4Y fllEED TD EXl'END INTO ll'Rl\IATE PRCPERIY TO ACHIEVE IOlll lilAXlljUM SLOPE.

SEE OW\', (PER Pl.Mi OR 'M'ICAL SECTION)

2•-0• (USUAL) 3•-0• MIN. I VMl*E • f..-~~~-1--~~~~~~~~~+.-~~~~~~~ ...... ~~~~-+~-~

li!AIC. SLOPE WAl.KWA'I' ARE TO It OR IS REQUIRED CUTTER DEl'AIL

COlf.l'!'RUC'!ION JOltn----., (NEW CONCIEE ' PAVEMENT) •

f4 x 12" DOWELS J • 12• o.c. (!'IP.)

MAX. SI.OPE 0.10' PER FT.

FAOE OUT CURB ON DWY. RAMP

J .

O. IO' PER FT. SLOPE RANGE l"OFI CRl\DE ADJUSTMENT 21C M4X. MAX SI.OP£ 0, 1 O' PER FOOT

TOOL .IOINT MW EXISTING r I: 3/4' EXPANSICIN JOINT

I

14 x 12• DOWEl.S • 12· o.c. ('TYP,) l

I j

l!C MIN. [

El<ISTINC:: CONC. OR ASPHALT TO REMAIN

-----l • - 1'-...._1 :.. -----1

• &' (1'11'.)..J

hl \ . . J/4' DIPANSION JOINT

'" BARS 012' O.C.E.W. 0 (lYP, THROUGHOUT)

I 3/4" El!PAttSION JOll'IT \ ,_

~I.ii " 12 • ......,., ~ !I' 8• ·DRILL It EPOXV GROUT 14 ............. OOlllEL'I • 18" I.ONO (MIN.

0 12" O.C. ('TYP,) 6" IHTO EKIST. CQNC.)

SECTION IJJIVMJYA Y JWTH M'i:At:NJ!D 8.IDll'WA.IJ!I'

lilOT TO SCALE

J"-t--t-

i ;;::: I I

I

1 3• I

I ,,.,.-1'1.ASTIC SI.EMS WIT\f I / ENOS CAPPED FOR ~ Elll"ANSICIN JOINT

I lici - ~ ~ /

3/4" EX!>il.NSION JOINT_/ I,{ I

~ CONSTRUCTION ~CINI _/ I (CONCRETE PAVEMENT) 11

_____...-~

: 1"-14 DOWEL (lYP.)

I

PLAN DJll.llli!:Zl!JI Y SUTTER

NOT TO SCALE

2' i-·--~--l1.s 11/16' 10 5/11 ~ -ONLY DRIVEWAY WITH TIED SIDEWALK

, ; PERM1$SIEILE CONSTRUCTION JOINT W/

~ Ji ~ #4 • 12" DOWELS J" I ~ ~ o 12· o.c. (!'IP.)

~ i:t/

.. ~-. :L ~; -~~-i-H , 4 DOWEL (l'l'P)- - IS" ~

SECTION IHl'W:Jl#Y6U11ER

NOT TO SCALE

Nm§'.; T m THICICNESS OF CONCRETE PAllEMEMT

OR CONCllETE CURB it Gum:R

,- & 1 sue~ 12• I

TY.fill. ,/NNW/WAYN'4.0Sl CVJlll DETA.I~ NOT TO SCALE

ClMC .DJll.lllEZIVI Y TO AIPMU.T PAMNINT nNN DITA.I.I.

NOT TO SCALE

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CONSTRUCTION JOIN

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OF CURB-

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~ MAX. ~,

4'-0" j~j cal CURB

3/4 • EXPANSION JOINT (lYP) - - - -

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IF W < 11' (TYP)

NOT TO SCM.E

(WI)

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EXPANSION JOINT REO'D.

(F<liil<2F)

SIDEWALK

SAC!< Of CURB

owr. ounEit (PAY AS Cl/FIB I: GUTTER)

NO JOINT REOUIREO IF W < 18' (TYP)

1 }l_ r PllOPEll'IY LINE

- - --~ ~

~ ' " ' I v

"' • 3/4 ElCPANSION JOINTS (TYP)

r tl'!l~

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CIWY. 1 M/2) §: I

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CONTINUOYS B" TH IC K WALKWAY "':w:I ~ AT DRIVEWAY MA)(.

u C 0 N T I N U 0 U S DRIVEWAY

BACK OF CURB

w HOT TO SCALE

STANDARD DRIVEWAY DIMENSION Fa wb M

DWY. TYPE (FT.) (Fi.) (Fi.)

Fil 5 10.,.Jo c: 10 111 .... 35

!:: 15 MR'A 5 10 .... 30 5-10 ........ !I , 0-..,, .... .s 10 16-35 10-20

.D 1n 111-•• <10 TR .. tn-TS !I <16

TMR 3 10-""' <6 JllO: 5 <111 <10

g VALUE OF F MAY BE CHANGE[) BY ENG. b RANGE Of NORMALLY ACCEPTABLE VALUES.

LEGEND (DRIVE TYPE) R " RESIDENTIAL DRIVEWAY C • COMMERICAI. DRIVEWAY S • SPECW. DFllVElll'AY MRA • MULTIPLE FIESIDEMl'IAL DRM:WAY

WITM DMDER CURS MAB • MULTIPLE RESIDENTIAL. DRIVEWAY

MTH NO Dl\llDER CURB MCA • MULTIPLE COMMERICIAL DRIVEWAY

WITH DMDER CURB MCl!I • MUl.TIPLE COMEAICW. DR~Y

WITI! NO DMDER CURB TR • TIED RESIDENTIAL DRIVEWAY TS = TIED SPECIAL. DRIVEWAY TMA • nm MULllPLE RESIDENTIAL. DRIYEWt\Y TM!! • TIED MULTIPLE SPECIAL. CitM:\VAY

CONSULTJHT S SHEET No.

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SHEET

23 OF _24 JOB NO.

43002.85.00

co ~

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NOTE1 Al 1 Cross Pipes, colculot!ons, and dimensions ore bosed on the pipe culverts mitered as shoWn in this detail, Alternate styles of mitered ends wi I I reQuire that appropriate adjustments be mode to the values presented on this standard.

SIDE ELEVATION OF TYPICAL PIPE CULVERT MITER

(Showing Corrugoted Metol Pipe Culvert,) coeto r Is ot Concrete PI pe Cu I vert ore s 1 m r I or, >

Cross Pipe Length

. 2" 1,Gl2 (See Toble~I' Q1 (See Tobie) 'I ,.2" I Cross Pipe· Cross P 1 pe

! i I~~Trie ! ou0tv:fc1e ! I ISL " Di a Borre I I Barre I I I 71& I 1

I Through I I ; Hole <Typl i . ·

-I• . - . -1-{---f. - ·-·-. - ·-. -+-. -· - . -. ---·. - . -ti-,

PIPE WI BOLTED ANCHOR ' I

~3--" of-I->' .rc) '*6 Anchor Bar Typ ~ r

~~P x 1 ' -4' CT,_y..ip;:;l £---"!-'_' i;;;jL,. ____ 4_ .. .a::;;..iJY ~ Typ-1 Typ

Bend first Cross Pipe Anchor Bors as necessary to maintain 2" clear cover to Toewal I edge of concrete Rlprop

PIPE WI ANCHOR BARS

~ Cross Pipe

'*6 Anchor Bar x 1'-4" lTypl

SECTION C-C

~ T f R·prop op o I

Flow Lin

- • 4 ..... ,. .... "' I , I"' "i• '"to .. ~ i I ' , f ...... A I • I • ' • .. .. ~ ......... \ i \ l • I

I ' ' • 'P, - c +- N

·- L.. .. -

f' Invert ::Ii\ ~ onorete i::

C.M End o for- C Pipe Culvert -

Min~ Toewal I ~-l I

3" -Over lop wl C. M. P.

121/~" ~

~ DETAIL "A"

e

<Showing Invert with Corrugated Metal Pipe Culvert, Concrete Pipe Culvert detoi 1s ore similar. Cross Pipes not shown for clarity,)

Riprap

Flow Line

SECTION B·B !Cross Pioes not shOwn for elority.l

CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, ' RIPRAP QUANTITIES<!°) Nominal Culvert

!, O,

Pipe Culvert Spo - G

Slng1e Borre I

- QI

Muit1-Borre1 ~ Gil

2'- 1° 1'- 9 11

Cond!tlons for use of

Cr-oss Pipes

Cross Pipe s l te

15" 0.7 11" NIA 2'- 5" 2'- 2'' 18" 0.8 1'- 2" NIA 2'-10" 2'- 8'' 3" Std 3 or more Pipe Culverts (3, 500" O. D. l 21" 0.9 1'- 4" NIA 3'- 2" 3'- 1" 24" 0.9 1'-7" NIA 3'-6" 3'-7" 27" 1.0 1'- 8" NIA 3'-10" 3'-11" 3 or more Pipe Culver-ts 30" 1.1 1'-10" NIA 4'-2" 4'-4" 2ormoreP!peCulverts 31/2"Std

1---3•3-.,---+-.....;..;...;...-+..;........;..;;._+--""'""'--+--'---=~i-:---..:._-i-;;;....;;;;_;.::;;~..;_;..c.::.~:.:..:..::.:....:.::..i(4.ooo" o.o.i

36" 42" 48" 54" 60" 66"

72"

1.2 1'-11" 4'- 2" 4'- S" 4'- 8" All Pipe Culverts 1.3 2'- 1" 4'- 5" 4' ... 9 11 5'- 1·~

1.5 2'- 4" <l'-ll" S'- S" S'-lO" All Pipe Culverts 4" Std

C4. 500" O. D. l

1. 7 2' - 7" 5' - 5" 6' - O" 6' - 7" 2.0 3'- O" 5'-11" 6'- 9" 7'- 6" 5" Std 2.2 3'- 3" 6'- 5" 7'- 4" a•- 3" Al I Pipe Culverts cs. 563" o.o.)

2.4 2.7

3'- 3" 6'-11" 1•-10" e·- 9"

3' - 4" 7' - S" I!'- S" 9'- 4"

©

©

© © ©

The proper instol lotion of the first Cr-oss Pipe Is crltlcol for vehicle safety. The top of the first Cross Pipe must be p I aced at no more thon 6" obove the f I ow I I ne, Size of Cross Pipes, except the first bottom pipe, sholl be os shown in the PIPE SIZE table, The first bottom pipe shol I be 3 1/2" Stondord Pipe <4" o. o. >. The third Cross Pipe from the bottom of the Culvert shol I always be Installed using o bolted connection, Core shall be token to ensur-e that Rlprap concr-ete does not f iow into the Cross PI pe so as to per-ml ·t di sossemb I y of' the bo 1 ted connection to allow cleonout access. At the ContrQCtor's opt I on, a I I other Cross PI pes moy a 1. so be 1 nsto I I ed us Ing the bolted connection detoi Is. Match Cr-ose Slope as shown elsewhere In the plane. Crose Slope of 611 or f'lotter Is reQulred for- vehicle eofety, Riprap placed beyoncl the limits shown wll I be paid os Concrete RI pr-op 1 n oooordonce with I tern 432, "RI prop".

CROSS PIPE DETAILS t Cross Pipe !flush with top of Ripropl

•6 Reinforcing Anchor Bor

2" Min

Clear

Quantities shown ore for one end of' one relnf'oroed Concrete Pipe Culvert. For multiple pipe culverts or for Corrugated Metal Pipe Culver-ts, Quantities wl 11 need to be adjusted. R!prop Quantities ore for Contractor's Information only,

ISOMETRIC VIEW OF TYPICAL INSTALLATION

..,_ __ Limits of Rlprop <to be Included with S.E.i. for payment) 51------i

Working Point --

2' '"'0 11

Mox -6" Min ' I

Cross P i pea 2 Eq Spo ct 2'-0" Max

{ Cross Pipe (flush with top of Rlpropl

Tril'l'l'l'l8d Edge of Pipe Culvert

-a" 12"

2' .. o"

SIDE ELEVATION OF CAST-IN-PLACE CONCRETE <Showing Concrete Pipe Culvert.)

6"

. -t.:.:-· -::.=· . ~· - ("~------~-- ~. ...... n

L lmits of' Rlprap 1, 6,. CT ) cto be Inc I uded ,. - YP •

1 with S.E.T. for ~· ...... -Tangent to payment>© · • widest part ion

of Pipe Culvert ' "'

I ' • ..,,. -

..._Fl iprap Pipe Culvert (C.M.P. or Concretel

Pipe Culvert {C.M.P. or Concrete l _____ .,

SHOWING TYPICAL PIPE CULVERT • RIPRAP

SHOWING CROSS PIPE WITH ANCHOR BAR

4" Min Cl,1 G\2 or G\1

2" "In --M-1-1-o- ,,..~it f4" x 1 2" Bo It • ~ -

Anchor Tcewo t 1

Pipe Culvert cc. M, P. or Concretel

wl Hex Nut • Wosher ~ Croes Pipe (flush with top of Riprap)

Center Anchor Bolt between P 1 pe Cu I verts -.i.--i.-_.

Pipe Culvert I.O. CNoml no I l

SHOWING CROSS PIPE W[TH BOLTED ANCHOR

SECTION A-A

Pipe Culvert Spo - G

_ ... ~ N

RI prop

GENERAL NOTES• Cross Pipes ore designed for a traversing load of 10,000

paunde at yield oe r-ecorrtnended by Research Report 280-2F, "Safety Treatment of' Roods I de Para I I e 1-Dra I noge Structures", Texas Tronsportotlon Institute, Morch 1981,

Safety End Treotments shewn herein are Intended for use ln thoee lnstollatlons where out of control vehicles ore likely to traverse the openings approxlmotely perpendicular- to the Croes Pl pee.

Rlpr-op and ol I necessary inverts shol I be Concrete Rlprap conform Ing to the requ ir-ements of Item 432, "R l prop",

Synthetic fibers I lsted on the "Fibers for Concrete" Material Producer List tMPLl moy be used In lieu of steel reinforcing In rlprap concrete unlees noted otherwise.

Po)llllent for riprop and toewol I Is Included In the Price Bid for each Sof'ety End Treatment.

Cross Pipes ehol l oonf'orm to the requirements of ASTM A53 <Type E 01"" s, Grode Bl, ASTM A500 !Gr-ode Bl, or API 5LX52.

Bolts ond nuts shot I conform to ASTM A307. Al I steel components, except concrete reinforcing, shol I

be golvonlzed after f'abr!cot!on. Galvonlz!ng domoged during tronspar"t or- construction shol I be repaired in accordance with the specifications.

SAFETY END TREATMENT FOR 12" DIA TO 72" DIA

PIPE CULVERTS TYPE 11 - PARALLEL DRAINAGE

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