OR 92-554 Repealed by 2005-1098REPEALED BY 2005-1098
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS
ORDINANCE NO. ~1,.J/5' S - '-/
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, ADOPTING STANDARD
CONSTRUCTION DETAILS FOR REGULATING INFRASTRUCTURE CONSTRUCTION
WITHIN THE CITY OF COPPELL INCLUDING BUT NOT LIMITED TO PAVING, UTILITY
CONSTRUCTION, CONSTRUCTION OF ROADWAYS, DRIVEWAY APPROACHES,
PARKING LOTS, STORM DRAINAGE IMPROVEMENTS, WASTE WATER COLLECTION,
WATER MAIN IMPROVEMENTS AND OTHER SUCH INFRASTRUCTURE
IMPROVEMENTS; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY
CLAUSE; PROVIDING PENALTIES FOR VIOLATION OF THIS ORDINANCE NOT TO
EXCEED THE SUM OF FIVE HUNDRED DOLLARS ($500.00) FOR EACH OFFENSE,
EXCEPT THAT WHERE A DIFFERENT PENALTY HAS BEEN ESTABLISHED BY STATE
LAW FOR SUCH OFFENSE, THE PENALTY SHALL BE THAT FIXED BY STATE LAW,
AND FOR ANY OFFENSE WHICH IS A VIOLATION OF ANY PROVISION THAT GOVERNS
FIRE SAFETY, ZONING, PUBLIC HEALTH OR SANITATION OR THE DUMPING OF
REFUSE OR JUNK THE PENALTY SHALL BE A FINE NOT TO EXCEED THE SUM OF
TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN
EFFECTIVE DATE.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
COPPELL, TEXAS:
SECTION 1: TITLE
This Ordinance shall be known as "THE CITY OF COPPELL STANDARD
CONSTRUCTION DETAILS."
SECTION 2. ADOPTION OF STANDARDS VOLUME
That certain volume, a copy of which is attached hereto as Exhibit "A" and marked
as City of Coppell Standard Construction Details, Revised December 1991, is hereby
adopted as the standard construction details for regulating infrastructure construction
within the City of Coppell including but not limited to paving, utility construction,
construction of roadways, driveways, approaches, parking lots, storm drainage
improvements, waste water collection, water main improvements and other such
infrastructure improvements.
SECTION 3. FAILURE TO CONSTRUCT IN ACCORDANCE WITH STANDARDS,
UNLAWFUL
Failure to comply with the standards of construction adopted by this
ordinance for infrastructure construction shall be unlawful and a violation of this
ordinance.
SECTION 4. REPEALING CLAUSE
All parts of ordinances inconsistent or in conflict with the provisions of this
ordinance are hereby repealed.
SECTION 3. SEVERABILITY CLAUSE
If any article, paragraph or subdivision, clause or provision of this ordinance shall
be adjudged invalid or held unconstitutional, the same shall not affect the validity of this
ordinance as a whole or any part or provision thereof, other than the part so decided to
be invalid or unconstitutional.
SECTION 4. PENALTY CLAUSE
Any person, firm or corporation violating any of the provisions of this ordinance
shall be deemed guilty of a misdemeanor and, upon conviction shall be punished by a
penalty of fine not to exceed the sum of Five Hundred Dollars ($500.00) for each offense,
except where a different penalty has been established by state law the penalty shall be
that fixed by state law, and for any offense which is a violation of any provision that
governs fire safety, zoning, public health and sanitation or the dumping of refuse or junk
as such terms are defined by Section 365.011 of the Texas Litter Abatement Act, Chapter
365 V.T.C.A., Health and Safety Code, as amended, the penalty shall be a fine not to
exceed the sum of Two Thousand Dollars ($2,000.00) for each offense, and each and
every day such offense is continued shall constitute a new and separate offense.
SECTION 5. EFFECTIVE DATE
This ordinance shall take effect immediately from and after the publication of its
caption, as the law in such cases provides.
DULY PASSED by the City Council of the City of Coppell, Texas, this the /-~z
day of ~?,~-~_!,1- ,1992.
~- ,' APPROVED:
/ MA~'
A'I-I'EST:
APPROVED AS TO FORM:
COO92-0316A
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INSET
GRAPEVINE
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DFW
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CONSULTING ENGINEERS. rt
Dallas, Texas
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PROPOSED
LIFT
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Ex 8"
CARROLLTON
PRe
LIFT
STATION
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mmmmmmmmmm
Mojor Ominacje B~ln
Proposed ,~3nltary ,~wer
Proposed Force Main
Existing Sanitary Sewer
Exmting Force Main
Exist. San Swr (To Be I:~rchosed)
Proposed1
Exlshng J M H.(Shown ~t size change)
Proposed Lift Station
Ex~sfing Lift Station
DFW
AIRPORT
F_X 8"
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DALLAS
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PROPOSED SANITARY
SEWER FACILITIES
The City With A Beautiful Future
Pr~lr®d By'
GINN INC.
CONSULTING ENGINEERS
Dallas, T'exas
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_,~ lesr~~-**/~s_ ELEVATION ..~': ~'C ~ J~ ELEVATION
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' SEC THRU TOEWALL
C~ ~ ~' I TABLE OF TOEWAL L LENGTHS F~ M. C. 't ~n on ~e~h 4t t~. W' GW~LL T~
T z" ; r~'w'r9;' ELEVATION ~ ~- c.-~ 0~ ~.
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MULTIPLE
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CITY
OF
COPPELL
STANDARD
CONSTRUCTION
DETAILS
INDEX
SD-I
PAVING-STREET CROWNS & JOINTS
PAVING-TURN LAIRS & JOINTS
SD-Z
SO-$ PAVING-~ARRICADE & DRIVEWAY RETURNS
$D-4
SD-5
SD-S
SO-
SD- IO
SD-II
PAVING-ALLEY & DRIVEWAY RI~TURN~
PAVING-ALLEY GEOMETRICS- I
PAVING-ALLEY ~:OM~TRICS - 2
PAVING- $CREENING WALL - SIDEWALK- PAVF. R~
STORM ~RAINA~ - M&I~g'IOLES
STORM DRAINA~-CUR~ INLETS
STORM DRAINAG~-COMBINATI~ I~LET
STORM DRAINAGE-GRAT~ INLET-DI~OP INLET
SD- 12
SD- I$ STORM DRAINAGE- CHANNEL SECTIONS
SD-ISA Th~ EROSION & SEDIMENTATION CONTROl. DE'TAIL
S O - 14A*C STORM DRAINA~ - I'I~ALL DETAILS
SO- IS WATER-VALVES
SO-16 WATER-FIRE HYDRANT- PUt J,. BOXES-VALVES
SD - 17 WATER - THRUgT BLOCKS
SD-IS WATER-SERVICE ~i COMN~r. CTIONS
S D- 19 WATER - CHECK VAULTS
SD- ~0 WATER- EMBEDMENT DETAILS
SD- ZI SANITARY SE;WER- ~A.#HOI,,,ES ~l CONN[CTION~
SD- 22 ~ANITARY SEWER- LATERALS & C~ OUTS
GENERAL NOTES
tN ADDITION TO TI"~$E STANDARD CONSTRUCTION DETAILS:
- CITy OF COI~LL NAB ADOPTED THE" STO. SPEC.'S FOR PUBLIC WORKS
CONBTRUCTIOM." (ILU[ ~OK ) Al ~EPAR[O BY N~TH CENTRAL TEXAS
CO~CIL OF ~OVERMMENT~. T~ DOCUMENT MA~ BE P~CHA~ED OVER
THE C~NTE~ OR ~Y MAIL FROM T~ ~TH CENTRAL T[~A~ C~MCIL
OF ~OVE~MEN?~ , ~1~ ~IX FLA6~ DRIVE , P.O. DRAWER CO~,
TEXAS, T~O05- 5~ , PHONE (~17) ~40~0~.
- ~R[ T~ "BLUE BOOK" ~[S NOT CO~R A $~CI~LC ITEM
THE TEXA~ STATE ~PAR~MENT OF HIGH~AY~ AND ~BLIC TRAM~ORTATiO~
II~ ETD. ~PEC.'~ F~ CONSTRUCTION ~F HI~HWAY~ , ~TflEET~ AND
~IDGE~ ~H&~ APPLY.
- At.L MATERIALB UBED BNALL CONFORM TO AI~RICAN $TANDAND8 FON
TESTINO ktATERIAL$ ( &$TM ).
SD- ~,o, IRRIGATION DETAILS
MATCH LINE
INSET
GRAPEVINE
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PROP 16"
E:x 12" I0"
FUTURE
ELEVATED
STORAGE TANK
lATCH LINE-SEE II~ET
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Ex.
PROP 24"
Ex IO"
DFW
AIRPORT
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PROP 24"
Ex 12"
EX 16"
&LE~X OR
Ex._ 16~"
PROP 24"
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DALLAS
NL]R TH Lk1K~
IFUTURE PUMP STA. JL '
CARROLLTON
L I"
Pump Sto :
"~../
R.o.nc.
IRVING
N
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EXISTING AND
PROPOSED WATER FACILITIES
O" )
(NOTE: Only lin~ ~nd iorger shown
w~ TheCity WithABeautifuIFuture
J
Prlplred By
GINN INC.
CONSULTING ENGINEERS
Dallas, Texas
,
e ?
ROW
~IOTE ALL TYPICAL NOTES S~ THIS DETAIL'~
SHALL APPLY TO AL LJ~TNLS THi~SHEET J
~ESS OT~I~ ~DICATED J
CTRS BOTH ~l&~
REGULAR
SECTION
LEFT TURN SECTION
P6D - MAJOR ARTERIAL- 6
DESIGN SPEED - 50 MPH GRADE 4- 6% H(J:h? C'IJR¥1E 1200 R
LANES
STOPPING D~ST- 40C,-4~. F' ~ERT CL[AHAN([ F', LAlENAL CLEANAN(t b
t2
C4D - MINOR ARTERIAL- 4 LANES
DIs bN bPL~b- 50 MP~ (~HADE 4 6% MC~IZ (,,R'v[ lOgO R C~CIT': ?~ OL~ VPfu
FOU~ MOVING LANES OR TWO MOVING LANI~S/TWO PARKING
ARTERIAL/COLLECTOR STREETS
C4 U - MINOR ARTERIAL
C5 U - MAJOR ARTERIAL
C4 U - MAJOR COLLECTOR
C2U - COLLECTOR ;)LANES MOVING
ONE PARIO NG
CZU - COLLECTOR 2LANES MOVING
TWO PARKING
to ooo
L
.ANI[S
ONE MOVING LANE / TWO PARKING LANES
REINFORCED CONCRETE PAVENENT
R~If~O~IN~I ~4~S ~MALt BE ~ 3 T~M~SE ~s ~ ~ ~C[D ~
LOCAL STREET
RESIDENTIAL
- R~DWAY WIDTM
~/4 P.~._~ ~M~) POINT-.
INTEGRAL CURB AND GUTTER
TABLE OF CROWN H[IOHTS AND ORDINATES
FOR VARIOUS PARABOLIC SECTIONS
. '.', .......
~ O~ ~'4" CTRS 90TN WaYS
~SAWED DUMMY JOINT
I/Z~ J~---SILICONE JOINT SEALANT
~ I(COee POUR ·
NO 3 ~ARS OM 24 ~LAP ~RS ~0 OIA & TIE
CTR~ BOTH ~
_CONSTRUgTION ,JOINT FOR 6 INCH PAVEMENT
CONSTRUCTION JOINT FOR 8 INCH PAVEMENT
NOT~ JOINT ~--~T SHALL mE SILICONE JOINT SEALANT,
OR AS APPRO'~D BY CITY ENGINEER
GENERAL NOTES
C SUD~RADA~ (IdIN REOUlqF.~IB~TS-UNLESS OTHerWISE ~[D BYCiTY
CIAL NOTES
~PE O (NJ~ ~IAL)(C~) (C4O) (C4U) (C2U)
~ANDARD CO~RUCTI~ ~TA~S
PAVING
STREET G~WNS & dOINTS
CJl Y OF COPPR m , TX J
PLASTIC
AS INSTRUCTED BY
Tl~ ENGINEER
SAWED LONGITUDINAL JOINT TYP
,.,,. .... - -- ~[ ~ ~ ~ ~[ ~ -- MEDIAN AREA TO HAVE MtN
~SE~ NOTES ~ ~' ~
TYPICAL LANE MARKER SP~CING
. ~ SEE SPECS FOR NUMBER OF
~l LANE YARKE.S REOU,RED
SEE BUTTON DETAILS THIS SHEET
LEFT TURN LANE
~: __J
(SEE NOTES
BELOW )
WHITE TRAFFIC BUTTONS _Z_~.SAW[O JOINT
--PTW WHITE TRAFFIC BUTTONS
CONDUIT (SEE NOTES BELOW),
L · PAVEMENT WIDTH
V: VANIAELE WIDTH
CONDUIT
DIVIDED
L
E"l E" REFLECTIVE - ~1
J ~4~HITE ~-REFLECTIVE ~ ~
JT ~NE Ling eUT~S (TYP)
~ ~ITE REFLECTIVE~ ' ~ ~
LANE LINE ~ON (TYp) ~
26'
I*raaoMo ~tTO~ ~.A~gUT
AINIROACN TO DIVIDED ROADWAy INTERSECTION
NOTE I~TT01111 TO III INITALLED OFF
OF ~OINTS. WITH MACN MI'
IMI~-EMENI~ED 2 PART COMI~N~NT
E~Xy
ELECTRICAL CONDUIT (~EE NOTES BELOW)
{21 2" PVC ELECTRICAL CONDUIT SNALL
RE PLACED ADd&CENT TO CUR~
TYPICAL ALL MEOIANS
CR~ INTER~ECTI~ ~TE~IN~ TO
~HINO cu~g TE~INAT~6 IN ~LL BOX
2 ~O MARKER TAPE I~ TO ~ INSTALLED
ON T~ E~ OF T~ ~N~IT
~ THE EXACT L~ATION6 ~ TH[C~IT
C~ES UNDER THE ~AV~
WITH AN X aND PARTED
THE CURB ~ PAVIN~
4 & NYLON C~D SHALL BE PLACED IN ALL
CO~IT UNDER PAVEMENT THI} C~D
gNALL EXTEHD A MINIMUM OF I-~M THE
END OF THE CONDUIT
IN~OVlDE · JOINT
IAI/ED DUMMy
JOINTS
($O) I~OIIO ! Olil?l. INATI
(SI) IECONO ! OIIITI.YELLOI
UNDIVIDED
P
REFLECTIVE
4" WHITE
¢
P II?Y 4" YELLO~
~U~C[ ~EFLECTIVE
CENT[~ LI~
0 0
4'WHITE NON"~E FLECTIVE
LANE LIME IUTT~i(Typ)
· o o ?
..4.- "~ .4
IT~ It/rTGll LJVOUT
T~ WAY ClIDIVI~D IIO~,DVI~
~f0OUILE YELLOW LENTEN LI~
SAWED I'~ANS VEiIE 7
DUMMY dOINTS ~I~CED :t
~O O"
M
BUTTON DE~
E )U~,N$ION JOIN11
SPACING DIAGRAM FOR
TRANSVERSE JOINTS
i 4
MEDIAN DIMENSION CHART
:c o '"i,,i,:
I '400's'~qIo's $ ~ 219'S !o?lJi's I J X L N
' [71'N4W'# $.~'N K-IO'N! ' IO0'
'~' s~'~ s~'s 27o's ~E9'$ o~B's S21'N A.et'~ETD'N ~O'N ' ID0'
16'~'S I~O'S 120'5OIl'S
i~' iOO'SO~O's O~'S~0~I'N ~.~Z'N
19'O~'S OSQ'~,OS~N ~i'N~'N 4~'N
~' o~' o~'~ ~O~'N eFN a~N
dTERLINI[
SOUTH OF CENTENLINE
ICURYEOATA~
Ct C2 .I
R:2SO [
T z 25 IS'
~ 50 OI J
.... TRANSV[R$1E ~XPAN~iQN J~)INT
(IPAClD$OO f? MXIMUM, LOCATE AT
CURVE DATA C3 B C4
FOR
'Al ,~ R IT IL l~, IN
, 7' l,o..'s~-I so' 1
· ": I~'°~ ":, I I ""~' I~.' I,~-' I ,oo'
~ ]z~',04, I ~o~,' ~o~4'I~o~'I
' ~?"'~¢'1 ~ lm~z'lz~o'l~ ~'1~oo'
,,' I.-o.'../ t 1,,,~'1~,-'/.~./~
CURVE DATA
L. FOP 7 'A"14
_ A Z~ R
7' 14S"14'15" I00'
B' 113~e41' ~"I0~'
9' ' 1~'25'~" I 00'
'~o' ~]?~'~" ~oo'
I~I/[D TRANIV~RIE DUMMy
L ~E DETaiL AT LEFT
LOMI TUOINAL ~
?~J. - ABOUT
RAIL HEADER
· ~JND~I~:U T
HEAD~,~
.4
STREET HEADER
tIM"I Ill CLEAMAMCE
.-DOIf, L ILEEV[ (CLOIED END)
TO FIT DOlL ANO l(
I~C..UNED t~ NE ~BTALLED
Z C C
NOTE DOWELI ANO MIIIFOII¢IM IARI IN4U..
BE IUPPORTED I~ AN APPROVED D~Vk~
STANDARD OONSTRUCTION DETAILS
PAVIN~
~ LANES & JOINTS
CITY OF COPPELL, TX.
lO
· ×1' "l'l~ddO0 -I0 ,Id. lO
GNIAVd
$~1¥l~0 NOI/.Df'J{d.LSNO0 OM¥ONVIS
I
SAV~3AI~JO ONV SA3']'IV {:10:1 $310N ']V~3N39
Ul¥~3M A~M3AIUO MO
I]]M.LS 313MONO0
133M/~ 01 I~lft13M A~{A~
13~M15 l')VHdSV 9NIISIX3 01
NOIlO~qNO0 3AIM(:{ 9V:DldXl
]IV. L30 3dVl
NOI.LV^393
".V~;O :{a¥31IdId¥g
.LN31q393 "ll))qd fl~IH,L N01133S
Idyl 9N1,{.339 J ]tJ OOM
'l'eNMM31 NMOO A¥"l
ALLEY HALF SE CT~ONINVERT
WIDTH W1DTH DE NTH
(A) (L)
~0 S 5'
~2 S S
~.,.~':~oo es i
45-3000 PSI
STANDARD for 10',12',16' & lB' ALLEY SECTION
75"-~000 PSI
FOR 12 ALLEY "~ ,6
~ 24~ CT~
~4- 3eO0 P~ I
~t ~TE ~BI ~T ALL~ED IN
~NTIAL AREA5 EXC[~
AS APP~ED B~ r~ ENGIN{E~
~TAN~RO ALLEY SECTIQN WITH CURBS
~MER ALLEY WIOTHS SIMILAR
LONGITUO~NAL DANS i -NO ~ RAR'~ I T
~TE CU~S ~T ALLOWED
R~S~NTIAL AREAS EX. PT
AS
ALTE~TE 12' ALL~Y SECTION / CURB
OTHER ALLEY WI~S
ROW
TRAN~TIO~ T ~ ~ R~IE:)t~TIAL ~
G~
TYPE I ALLEY ENTRANCE
TYPE Ir ALLEY ENTRANCE
WIDTH
A D C D E F
ID 2 -S' ~lS I -D I1~ T 0
~2 4 O" 20 2-D 15 70
t% 2-0 ~ 2-0
II ~-0 20 I'-0' II S
I
BLOCK OUT LIMtT IF _/
NOT MONOLITHIC
WITH STI~ET PVM>I'
Row
24 CTR&
BOTH WAYS
L_ P~VEMENT REINFORCEMENT LAP~ED SO
DIE OR NO $ DM O0~EL E4 LONG
~STREET~
,.ALLEY RETURN DETAILS
~j CU~I I~TLJ~Md D~T~ILS
12
FACE OF
CUl~
~L.O ¥___~_1~i ....... ~ U'~AL __ ~/ROW LINE
MAX SLOPE 3 t ~
C ~ C STA~
ALLEY SLOPE PROTECTION
GENERAL NOTES FOR ALLEYS AND DRIVEWAYS
COM:R~TE FO~ ALLEY RETURNS AN(} DRIVEWAYS SHALL H~E A MI~IIIIUM COMPRESSIVE
~ME~TH AT ~ ~ I~ENTIC~ TO THAT ~CIFIED F~ T~ STREET ~EMENT OR
l~[ W~N ~T ~ C~NTS Of A CONCRETE ~V~ PRO.CT W~N ~ILT
SE~RATELY,T~ S~ENGTH SHALL BE AS S~CIFIED ON THE C~ST~N ~ANS
C~ ~ ALLEY PAVE~ S~LL ~ ~ THE $T~NGTH S~C~ED ~ T~
C~ST~T~ PLANE (~0 PSi OR ~ ~1 M~I~ ~ES~IVE )
~C~6 A~ ~T~TI~ OF JOIN~ S~LL CONF~ TO STREET PAVEMENT
DETAIL S
4 5U~RADE STA~ILtZATIOI~ SIMILAR~ P,6'I,M~NT OF STREFT~
· I'ANDARD CONSTRUCTION DETAILS
PAVING
ALLEY & DRIVEWAY RETURNS
NOTE ALLEY PAV~ TO BE PLACED IH SHADED AREA
WHEN SCREENING '~I, LL I~i ALO~G I~O~RTy LINE
, _. ~/--PRORERTY L~NE /--SCREENING W~LL
PROPERTY LINE
- 6.75o_900
TYPIC~,.
ALLEY
12 4 0 75
ALLEY TURN 75'-90o
INVERT
ALLEY TURN ~0°-7~
INSIDE EDBE ~ -- _6~_ VARIES
OU TSIOE EDGE
OF AL LEY
Az ~0'-
/
-- ~_?o~
ALLEY TLURN 60°- 90°
ALLEY IINTERSECTING ALLEY
REMOVE AND REPLACE
1RETURN AT CONCRETE STREET
/ PROPERTY LINE
~WED BREAKOUT ~
~TCH AS NECESSARY WITH / SAWED
FINE ~RAOED AS~ALT CONCRETE
~ %EXlSTI~ ASPHALT PAVEMENT,/' ~
RETURN AT AS~ALT STREET
.WITH CONCRETE CURB A~ ~UTTER
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY eEOMETRICS -- I
DETAIL 'lA"
DETAIL
lO~- 40°
//// ",~~'"
//
/
/
R O,W
~o'. X,,X ',~
ROW 20R
DETAIL "D"
-/
DETAIL "(3"
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY GEOMETRICS - 2
I/2' (XPId~IGI JOlT ~ AT 40 O,C
~ G~D RO~I~ V4 Raolj~
CENTERS
JOINT ~H~4.L M ~-~D IT ao I1~
ENLARGED DETAIL
WALK ADJACENT TO CURB
~"'"-,, · c.,.'° ~.,,, ~,~, .~,,. BARRI' RAMP DETAI
~CTI~
gONCRETE SI K DETAIL
vide, · minimum of four (4) lnch~s thick e~ shill
2 Chamfer sit exposed edg~ or concrete (1/4) Inch
conform to the requi cements of &8~l~ ~rede 60
5 ~" thick mtn fine, veehed aa~uahion shell ~ free
6 Sulfide shall ~ o~ct~ to i density not le~
7 T~I~ Joint~contrlctton J~tm) shell ~ on five (5)
1 ~ ~nd ~ne~r~h (1/4)
A ~e-half (1/2) inch expan~on ~o/nt shall ~
every e[qht (e) tooled )oJnte eM vhere vorke e~t old
}oint shell ~ ~ade o~ pre-mol~ed bituminous e~peneion
9 81de~llkl Ihall ~ flnilhed-by liqhtly bz~l~ surface
10 Cross ~1~ ~lk one-fourth (1/4) i~ch ~r f~t twlrdl
TYPICAL CROSS SECTION
TY~CAL
STEP AT WALK DETAIL
5Co
! I
/ G,oae
CONC. PAVERS SECTION
No .Sc e/e
TYPICt
L
rCTION DETAIL
(~) TYP, CURB RAMP SECTION
,*,to Scale
O TYP
TYPICAL MEDIANS DETAIL
BRICK
PAVERS
The construction Of the land ~l¥1ng course and laying O~
~ EDgE RESTRAINT ~gTION ~
No $co~
~TANDAR O
CONST~JCTION DETAILS
PAVING
SIDEWALKS- RAMPS- BRICK PAVERS
CITY OF COF ELL .TX.
I l
11L!$$ liTEI
Ii PLII
4 TIII;
II I NC Illil )
T, YPICAL WALL & COLUMN~ LAYOUT PLAN
SCALE I'- ~ I'
[4;4
llll = ClLIN TI llllll Ill liftS[
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SEAL! I'. I'-I'
FOUNDATION
DETAIL
SCALE lJi4'mml I''0'
~[iIIll I iS
NI II Il PILASTEI
~ll'f NtLLEI Pill
Of GIIIll
CtlClEI[ IEIEBTI IALL CIIIIIIIIS
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NOTES,
I CIKIITI ClIP STI[IITI- BOM f SI
1 IEIIFIICEIIIT STEEL ASTI AILS' li it
S CLIAI IiIllt OF NILE PIIII TI PLACE
#[11 IF CllCI[TE
4 CIIClETE SIALL IE PLBC[I IlIIll I BOilS
I~ IIILLIIC
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I Iii P&ASTll SPIClll Il I'
I NAS I[IGNT IF WALL I 1'
I LIT[II I[lil 48' IlIl PILAST[I
FOUNC~TION, PIER, R~INFORCING STEEL,
SHALL BE D~SIGNEO FOR EACH SPECIFIC
F'~OJECT, PREPARED BY A REGISTERED
PROFESSIONAL ENGINEER
SI~I~ SPECIAL OETAIL
~LASTER$ £¥ERYIO'-O~
(LEVATIOId
REINFOR CEO
/
/
q Irl~ V&TION
CONCRETE SCREENING WALL
lITES
BRICK SCREENING WALL
CllClEIE SIBLL Iii i iliiiii CMIPIEI$1W! ITIEISTi It 4I#P~I
tT [I If'TS
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TI[ I[IIII[IIITS ti Alii i Iii fl fl (fl 41 eSI
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IIILLIll PILl NL[S
~1 IiIllll IIALL IAI[ i Illllll CtlPIIISII! STIIIITI eF
5~ PSI IITIIIT IIS~lClIII Ali ifil PSI IITI lISP[STIll
NITAI ~4LL M TYPE ~
ClIIIlICTIII SIILL I[ II ICClIIAIC[ IITI TIE I[IIIIEIIITS IF
TIE 'lIClll[llll PIACTICl FII EIIIII[I[I IllCl IAillll -
IIICI IISTITII[ I~ AIIIICA
IS[ ~ lAKE I-$/4'IIIE IILIAIIZ[I L~IIEI Iii[ TI Iii[il
I#1INTAL II WALL PAIEL IIIIIALL ClIP [fflY ClIll[
~ Iill[ !~1[ FAIIICAT~I AS iltll I[Tl[[I IACl ClIISI IF
ClLIII IIICi
I I G~NE R AL NOTE
~.%-.%% ,,.,,,-_, .,,., ........
_ .,.,., I,...~ '" ,"%~'
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.... -~___~..~ _ , , ' ,.., ' ~,.~,.,~,, ,.~L~%,.~, ,~."&"'~'~' ,, ,
.' STANDARD
CONSTRUCTION DETAILS
PAVING
$c~ WAi, k2~
A-'1
ELEVATION
TYPE A STORM
Baas B
SEWER
r
o_j
SECTION A-A
MANHOLE
AT'
~ BA~S A 5/8 S
~EO ~ ~'~
), BA~'S J ~/B S
TOP PLAN
TYPE A & TYPE B
STORM SEWER MANHOLE
NOTE MAXIMUM PiPESJZI
TO ll~ US~ D '?8
NOTE ON MANHOLES GREATER TH/AN 6 DEEP,
PROVIDE MH STEPS,BA~S & HAYS NO 89
OR APPROVED EQUAL SPACE D ATI~ CENTERS
BEGINNING I$ FRO~ TOP OF MN.
~/8 ~ AT
~/8 S AT
BARS c
SP~CED AS
BARS
BARS
CO~$T JOINT
MA~S G
WIDTH
4 0 MIN
ELEVATION
SECTION
TYPE
B STORM SEWER MANHOLE
A-A
IL~CC
SAT
8 CC
~ AT
B CC
(' $D9
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
MANHOLES
CIT~ OF COPPELL , TX.
VAmAaL-E .E~O~ cu~
PLAN - RECESSED INLET - t _ _ _ J
SLO~ TOP Of
SECTION A-A-RECESSED AND STANDARD INLETS
4, 6, 8, 10,12, AND 14 FOOT INLETS
T ~
· ~/ INLE! NOTE
INLET 1/4 /FT
%9
PLAN - STANDARD INLET
"L
BAR A BAR E BAR d
A A
BAR H ·
BAR B
· Je
BAR C
BAR F
BAR G
,l
BAR D BAR DIAGRAMS
BAR !
BAR K
BAR L
BAR N BAR M
Itl ~,.D J q ~ ; s~ ; , .~.
- ~ ~ 4 ~ ~ ,, . ~ ,, PLAN
SECTION B-B SECTION C-C SECTION B-B PLAN OF FRAME
SECTION C-C
4, 6, AND 8
FOOT INLETS
SECTION C-C
I0, 12, AND
SECTION D-D
FOR 12' I~ !4' ONLY
14 FOOT INLETS
SECTION OF FRAME AND COVER
INLET FRAME AND COVER
19 -9
NOTE PIPES SHALL CCN~d~CT TO
TI~ ENOS O~ SK)[S O~
INLET~ COM~[CTION AL
~T ~ ~ AT C~RS
Of INL[~
REINFORCING SfEEL SCHEDULE
· MENS,ONS SHOWN M~ FOR M&~IMUM SIZE INLET~
[NGTH[ TYPE
~ fN ) REO'D A r ~ C
~4 n ~ 6 ~t" o'3"
o_ 4 6 4'-f
D 4 4 4'-I"
L 8_ 3
-- O 4 4 4'8"
· I'ANDARD CONSTRUCTION DETAILS
~q'ORM DRAINAGE
CURB INLETS
+'~1
TWO ~qATE INLET
SECTION A-A
· ~£[ #OT[m'4
IA/~$ A. $/0'0
BARS I 5/l"lp
BARS 4/8"
I, IO I~IOUII~D
'-I
C ~
*:1
*. SI( #0T[ J4
THREE GRATE INLET
FOUR MATE INt. ET
SEE NOT£m4
CXMINIK;)~ lUI~CT ~
I
IlJVl F#II!
B4/~S K 4/1"l
SECTION l- l
PLAN
IN)MIl
NOTES
· rAND~RD CONS'rRUCTION DLrTAIL~
STORM DRAINA(IE
COMBINATION INLET
STO DOU~..~~ATE Aid)FRAI~
ILm_I__~KT
FOUR .GRATE INLET
ORATE INLET
~,S f. [ NOTE~3
ALL LAP3 &NO EI(TFNSiONG OF
REINFORCING ~R~ ~H~LL ~E
3~ ~AR DtAMETER~ UNLESS
NOTED OTHERwIsE
,
SIX GRATE INLET 't I L [ / ~'~ ~ ~'~ t
SECTION E-E PL A....~NN
STANOARO DROP INLET
,?
SEE NOTE RS
[
I
·
]
·RATE DETAILS
- OWe ,
-lOVe
STANDARD CONSTRUCTION I:~TAILS
STORM DRAINAGE
GRATE INLET-DROP INLET
CITY TX
hem
12.
UNIMPROVED CHANN£L
TYPI[; I-NATURAL
TYPE TT- ~ARTH CHA~tNEL
TYPE ]:[]:-UNLINED WITH LINED PILOT CHANNEL
PILOT CHANNEL DETAIL
UOIELS DOLLS ~L ~
TRANSVE:R,SE EXRAI~iION UOINT
TYPE T~'-CONCRETI[: LINED CHANNEL
AT I~ CC
CONSTRUCTION JOINT
,
SLAB EDGE-~AIL "A"
I-
.t
STANDARD CONSTRUCTION DETAILS
~'rORM DRAINAOE
CHANNEL ~'CTIONS
EROSION CONTROL FILTERS
Fit lER BERM
EROSION CONTROL FILTERS
FILTER INLET
EROSION CONTROL FILTERS
VEGETATIVE FILTER
=_Ow
6 TRENCH
AT ;ENCE BASE ~-,~,~"~'
EROSION CONTROL FILTERS
FILTER FENCE
'.,:.- -,-:-.-
EROSION CONTROL BARRIERS
GABION CHECK DAM
ROUTING DEVICE
SIDE VIEW
. DISChaRGE tO STABILIZED WATER
COURSE OR ~RMORED SCOUR HOLF
EROSION ~0_~TROL BARRIERS
SEDIM~N T A T ION
EROSION CONTROL BARRIERS
SAND BAG BARRIER
ROUTING ~EVICE
ISOMETRIC VIEW
EROSION CONTROL BARRIERS
STRAW BALE DI~E
NOTLM
i *HIS[ TYPIC&i DETAILS CONFORM TO STANO~,RD
NORI'H CENTRAL 'EXES COUNCIL OF GOVERNMENT DETAILS
d ~ DETAILED EROSION CONTROl PLaN SHALL BE SUBMITTED
EROOIBLE E~RTN ~5 BEEN SEEDED AND/OR PERMANENT
EROSION CONTROL FEaTUrES INSTALLED
.t
STANDARD CONSTRUCTION
STORM DRAINAGE
J,, I . '
DETAILS
TYP~J~L EROSK)N & SED~MENTATK)N
CONTROL OETAILS
cFrY OF COPPELL, TX.
B
NOTE
STT. F.-L PLATE IOO pti LIVE LOAD
BOLT PLATE DOWN W7 BRASh BO[TS
"-- -~NT REIICRDI~EkCF-.NT LAPf~D 30 DIA
*~PEC[&! HIrAhW&LL
(FOR HI. WAY CULVERTS)
A
TyPE ¢ HEADWALL
PLAN
BENI
SECT IO~ B-B
SECT ION A-A
ITA..NDARD TYPE 'X' & "Y' INLET,.
DETAIL OF CONCRETE COLLAR
FOR PIPE CONNECTIONS
STANDARD CONSTRUCTION
STORM DRAINAGE
DETA ILS
HEAl)WALLS
J~
l~J
L~J
III
LLJ ~>
Z
0
a
0
1
_}
1
!
-!
JJ
UDI4~
L,'IANDAFH) UONS'IRUCTION [)F_TAILS
STORM DRAINAGE
HEADWALLS
CFFY OF COPPELL, TX.
SIZE
,5
13
21
24
27
WALL
THK
2
2 I/4
2 I/2
3
3 ~/4
33
36
48
4
4 ~/2
5
SLOPE END SECTIONS
DIMENSIONS
)UTSIDE NO dTS --ypE _ -.----
DIAM SLOPE /JT LT A B C D _L_
3 I I / 6' I 2 6 !3 ~/2 25 12 4,-, .~2
19 4 2 / 4' 2 2 6 18 3- 62 ...
9
6 2/ 6 2 2 6 27 5, .
3 2 / 4' 2 2 i/4 6 2,
22 I,'2 4 ~ 2 I 6' 2 2 f/4 F, 36 5,
6 ~ 2 / 7l/2' 2 2 ,4 6 36 58
3 ' 2/ 4' 2 2 I/2 6 6 '/2 27 69
26 4 I 2/6' 2 2 I/2 6 30 44
') 2 ¢'
6 I ~ , 7~'2' 2
~ f ? ,' 6' 2 3 I " 36 54 9C
~ 4 ' ' 2 6 2 3 ..
6 I 3 / 6 3 3
} 3 I 2/ 6' 2 3 I/4 , 4 3] I/2 4q I/2 94 1/2
33 I/2 4 I 2 ,' 7 ~,2 2 3 I/,~ _~ 4 %6 ~L 120
~- 6 ' I ~ / -' ,,2 Z '~ ,/4 9 .. 54 90 180
~ = I 2 / ~ 2 3 '/2 9 , 27 bt 99
~- 4 ~ 2 / 7 ,'2' 2 3 I/2 9
I 2' ~ ' ':, d~ ~89
6 ~ 3 7 3 3 I/2 ~ .~ '~ _
3 , 2/ 6 2 3 3/4 9 3/4 22 I/2 40 I/2 03 I/2
~' 2 3 3/4 9 3/4 24 48
4G I/~' 4 I ? 71 ~.
, 2' 72 198
6 t 3 7 I/ 3 3 3/4 9 3'4 36
I 3 I 2 / 7 I/2' ~ 4 I0 :36 , 54 126 ..
44 4 I 3/ 6' :3 4 I0 36 60
6 I 4 / 6' 4 4 I0 56 72 216
3 I 2 / 7 I/2' 2 4 I/2 I0 I/2 27 45 135
51 4 I 3/ 7 I/2' :3 4 I/2 I0 I/2 51 75 19
t 6 I 4/ 7 I/2' 4 4 I/2 I0 I/2 54 90 270
3 ~ 3/6 3 5 II -~6
58 4 : I 3 /7 1/2' 3 5 tt 53 63 207
C , 4 /? i/2' 4 5 , 36 72 288 _
~ - t ~,'6 ~ 5 1,'2 II I/2 27 4.5 171
65 4 4, 6 4 5 ~/2 ~ ~/Z 36 60 228 ..
6 · I 5 / 7 I/2' 5 E ~,'2 I1 I/2 63 99
3 ' I 3 / 7 I/2' ~ 6 12 ~5 63 207
, 72 4: ' 4 /7 ,'2' 4 6 12 60 84 276
-' ,!'B
i 86 :3. I 3 / 7 l/2' .'3 , 7 I :,'66 ;,2_.04
1,, I
3N DET/~ ILS
,54
112
60 6
72 7
STANDARD CONSTRUCTION STORM DRAINA
HEADWALLS
CITY 0['-: COPPiZL.L ~ TX. ~'~'
FILTER
~ OPTIONAl TOE OETAIL
'ql~J'~~_~,~ ~ ROCX II~ip~rAJ· N,T.S
\ ! "~ ~ ~ 54.01~ klU~T NOT
CLOTH**--/ ~ ~ ~ /-- ]0' R~AP ANO TNIC:K[~ ~F. OUII~S LAYEI~
C~AC TEO ~ ~ ~
EL E VA T/ON
~ v~_ 'A -/,~
L ~rwRaL~ 17 ~
m
SECTION F-F TRANSITION DETAIL
N v~ NT~J
I
SECTION N-N
BAR 'E '
'F
PLAN
4
PLAN VIEW
BAR ' G '
BAR ' B '
',.,TAN DA P,D
C()NS FRUC'I ION I)E 'FAll S
:3']-OHM DRAINAGt
HEADWAL L .%
CITY OF COPPF! !., TX.
t=: o,
LB
UTILIZE
END ON
VALVE
~000 pS r
CONCISE TE
A
'-- CONORETE SL~O~T BLOCK
STOP COCK
COL%x
SU~T
3/4 COPPf. R plal
2K4BO&RD FOR ~#~:~T
3/4 CO~PORATK~ COCK
TOP COCK
CONCRET£ SUPPORT ~iLOCK
f--STD CA, ST IN PLACE
OR ~CAST ~Ot.E
CONCRETE -
SU~OR, T
eLOCK
3/4 CO~l~qATiO~~ COCK
,SEE Tyla~C&L ~ 3[TTlt~3 ~ ~1~ (~T&~L
6 STANOA~qo Cf COVER
\ ~i~L~~4 ~ ~U~L~R CO~TI~UCT AA'I
~,w~e_,~ t..qU OFP~ AND VALVE
COVER SEat
/ 6 C ~ PI~ LEaH
/
2~4 ~ FOR
/
~ RATI~
NUT
ITO~
COCK
(AST IN ~LACE
OR
JN~ECA$ ? MA~NOL E
NO 5 BARS ~) I c C
· N0 A BA~S (~2 CC
NOTE REJNFO~ STEEL M~Y
1
B
eL~
eATING
STD CAST IN PLACE OR
~CAST MANHOLE
~ CONCeE TE
3/4 CORPO~AT~O# COCK
NOTE
[COVER (MARKEu WATEH")
//..~.~-4-I, 3 BARS
ACED W~THN~ CONCRETE
~ ~NT ~0 PSi CO~TE
I 2 -J2 'KS GATE ~ SHALL
THEREOF ALL ~14.V[$ ~'AALL ~- ~ AC~ ~TH A~ 5T~ C ~-~ ~ LATEST
~S ~O ~ ~E~ E~AL
T~Ts O~T~ ~ ~1~ STEM ~L
~ ~ e~..~. IS L~T~ ~ EX~ ~ ..... ~E ~D ~ ANY ~VF
IS WIT~ J ~ ~[ ~ ~ ''~, L~ TO ~ T~T ITS
LID MAN~CTU~D ~LVE STACK ~[1~ ~ PIPE
~O F~ [X~N~ ~AT~ T~ 4 0 BELL E~ ~ ~
~LVE ~ ~L~ STA~ ~ ~ ~ ~y ~PED TO ~ FIT~ ~R
~ ~L ~ ~ ~TIt' ~ W/~R
EEL ~ ~ ~ ~ E~ ~LV~NC~TED ~ ~ ~L~ S~LL
1
- 2 COPf~R Pll=~
CO~ MI~TERMIOLT
1
C,O~INATION ,MR AND VACUUM AIN
RELEJ~E '~LVE TO ~[ t O~ F-~3~:~
144M,C~ APPROVED EQU~I_
(LO~ATIr ~T E~IO OF L~NF - SEE PLAY-)
~TANDARD CONSTRUCTION DETAILS
JTER
VALVES
MAXIMUM
P[NTA~ OI~R~?IN~ NUT (I i/e )
I0" a Ior~ Yellow Cope I
. 6 ~
~' ~ a~ ~ / ~ I- ~ A~OvED BY THE CiTY OF
,
~ ' (FH V~V~S ONLY) --~- WA~ROUS 5~RW
VALVE BQX DETAIL
(S~[E P~ANS WOIW !~ldk ~l,~ t
PVC SLEEVE FOR FUTURE IRRIGATION
~.CTlO~i B-B
~OLT FLAT FLANGE
TYPICAL FIRE HYDRANT INSTALLATION
TYPICAL FIRE
HYDRANT REFLECTOR IN~[~TALLATION
L~,B
PULI,. I~X 81 CONDUIT DETAIL
e 3 ~ARSeI20CEW
30 dIF[LT PAPl L~A
~[CTION B-B
BUTTERFLY VALVE DETAIL
IdqONZf
2" BLOW OFF VALVE
CONSTRUCT~N
WATER
I 1
[hi ~.
DETAILS
FIRE HYDRANTS, PULL BOXES
AND VALVES
CITY OF COPPR
' l-/=TX:
OImlVONVJ.~
(]SVON~£S NOIJ~r'I-IVISNI ,,~ R~I-LL ,,~/~:
CI~:I~O NV. LS NOI.L~9 9V. LsNT
,,0.1 NBH1 .[ '- N33H3 3-1BNO~
)1009~ IsrIUH.L 331 ~0 9nqd
enqel 01 DNr4DIIg
HJ.~Y3~ 03abH91glONN PlOadJ .]].~DNO3 J.N]Al~d
ISNIVOV ~4~d 01 0199d ONYJl~d:)NOO
.~N]"T~.H,LIA'TOd ]Sfl lION
NOOqG £$~UH~ QN3g 9VOI£UgA
r ,L33HS $1H.L ]
'~)NldlcJ '~I~3U3NOD '~gnv^ 9NK~HV93H
64-C]S NO S31ON 9V~JN*39 33S31ON
mi
~4~jz
OO1J
N:JdO 3 (I]llVO A ~ $4~
)13098 £SmJH1 ON3G 9VINOZIUOH
X-X NCN.L335
AND AWWA SI~[CIFICATION 75 CR)ALL FITTINGS ARE TO BE FLARED
FOR 3/4" ond I" SERVICES
~1~ ~.~-~ '~2~ T-- _ _. r~
FOR 1-1/2" 0nd 2" SERVICES
FOR IRRI~TI~ ~V~ OR
~L~
~EC~ W~ ~e
~ EXIST CONC PVU'T - OPTIONAL STABILIZING METHODS
NOTE I:tLtENc~SEMENTvOIDS BetweenMPe AND ~'1 _, l' '' ~'~, · ~, -~ Fo~ ..... CARI~ER~ PtP~
~''/ ~ .... 4 BRi¢~ aND C, ROU'r
1
t -w ,.. .', · Z CA___am~R Prat ......
CRC)utj~ // I .... THIS PORTIOn TO 8~ INSTALL~
/
PIPe DURI~ ~ING } HALF-SECTION
TYPICAL STREET CROSSING
TYPICAL HIGHWAY
CROSSING
NOTE
( ~LVANIZ E0 ~4_L ~ EAD)
~ ~L T~r.~D ~ra[EN ~NOs
TRENCH WIDTH ~ (2 ~EO D [~ B~D) INSTALL FLAT
2000 L8 CONCRE 1E
DETAIL FOR
WATER MAIN LOWERING
ALL-THI~EAD
HALF- SECTION
TYPICAL CREEK CROSSING
HOLD- DOWN JACKS
RAN Vl{W
O,A~ Kco,~
...... A u
T~L
NOTE
PFFOVIDE I MINIMKJM THICKNESS CONCRETE OR CEMENT MORTAR COATINb IN
FIELD FOR THE I~qOII[CTION O~ ALL EXP~D STEEL SUCH AS FL~GEb CAULKED
~TS THREAOED OUTLETS, CLOS~ES ETCTHE ~NI ~RTAR USED ~ALL
CONSIST~ ONE ~RT ~RTL~D CEMENT TO TWO ANO ONE--HALF PART5 ~ FINE
~HARP(~ASTER) S~D WHERE SH~N COATI~ISTO ~ REINFORCEDWlIH
WIRE MESH
BURLAP WI~AP~I*ER AD MANUFACTUREDBY
DRAWN TIGHT AND F &5~ ~:~
STANI~AR9 RUBBER 6ASKI[T JOINT
CORPORATION COCK CC
ON INLET END MUELLER OR EQUAL
NOTREALL CLOSURE SEC, TIC)NS SHALL
BE FABRICATED WITH HAND HOLES
TO ALLOW wIPING INSIDE OF JOINTS
AFTER CLOSUFFE IS IN PLACE
pROTECTIVE LOATING AI~LIED IN FIELD
THREADED CONNECTION
COATING APE~_IED
:/
FLANGED CONNECTIONS
REINFORCED CONCRETE CYLINDER PIPE
DETAILS
,t
~TANDARD CONSTRUCTION
WATER
I I
I~ I
DETAILS
SERVICE AND CONNECTIONS
FLOW
l
PLAN
O .... l:
SECTION
DOUBLE CHECK VALVE ASSEMBLY
SIZES 3" THRU IO't
PLAN
!_ ,l .._.. :4,~} '
,""°" ,t..' . .' .;'.. .'... ,..'.,~
SECTION
Aj
DETECTOR 14IKTKR ~ GOMPOUNO BYPAS~
MODEL MFM II/MCT II
DOUBLE CHECK VALVE ASSEMBLY
SIZES 3/4""- THRU 2"
COMPOUND METER
SETT I NG
H~SP
BILCO LI~
DETECTOR METER with TURBINE BYPASS
GENERAL NOTES
CheCk olaimbl/)~ sub1~lfled f~ Q~rO~I ~ City ~m~ ~r ~er ~ ~t~ to i~NQtl~
WI.I-~Z S-& f,, I 4"pgpe,WS-10~6-S-6 tar 6 of WS-IZ-3?'S S lot I"pi~e,Cllt m
DETAIL "A"
STANDARD
CONSTRUCTION
WATER
DETAILS
CHECK VAULTS
J x"-"",' CITY OF COPPR !, ..TX.
(go%/
~--S[LECT
MATERIAL
SAND
CLASS A
CONCRETE CRADLE
INITIAL BACKFILL OF CAR[FULLY
COMR~CTEO(gO%]SE L E C T SAND
MATERIAL OR FINE GRANULAR
MATERIAL
~X/~\~
CLASS Q EMB
CLASS G
CONCRETE ENC~EMENT
EklEDMENT DETAILS FOR RCCP WATERLINE
TABLE OF QUANTITIES OF IdAT~RIN. S IN
CUBIC YARDS PER IOO LINEAR FEET
I,~510~I A~x ~ "" ""
~E~ED C~C~TE C~I~R Pl~
MAX
SELECT MATERIAL
CLASS G
CONCRETE
CLASS
CLASS B EMSEDMENT
Dm PIPE -- P~VC'
~_EMBEDMENT,,,, DETA, II~S FOR WATER MAIN
) (S~[ NOTE A~3V[)
~ ~ SMD OR GRANUt AR
~/~0 oO r I // G~ 4 AS ~R
CL~ B
E~E~E~ DETN,L F~ ST~ SEWER
I' MIN~
EX IITWI TILE
I
I[WER
LB
CO NClI~T[
UTILITY SUPPORT
17800
6 MAX
TYPICAL-DETAILS THIS SHEET
TYlqc~ NATN~ MATER~L CO~CTED TO
J J[TTI~ IS NOT
. GLA~ ~ 6 MAX CLAS~ · CLASS ~* 6 MAX CONCRETE
[~E~NT [~DMENT ~M~DMENT [NCA~MENT
PVC PIPE ONLY
SDR 55(GREEN PIPE)
EMIEDM[NT D~'TNLS FOR SAHITARY ~rW~R
TABLE OF QUANTITIES OF 2000 PSi CONCRETE, GRAYEL OR CRUSHED STC~I[
IN CUBIC YARDS PER I00 LINEAR FEET FOR EACH CLASS EMBEDMENT
TABLE OF QUANTITIES PER I00 LINEAR FEET REINFORCED CONCRETE PIPE
lilt M' OC) OF T~[NC~ T~ C,~ I CLASS ~ C~,,.ASS 3 C~[
r2 il ~ 3~ z 67 4 i ~ 5 4 e f~
~1 Zt ~ 4] 3 ~ I t I I 0 lO 2 ~4 g
Z4 ]0~ 4I 3 13 I 3 13 I IZ 4 Zt 7
Z7 33 ~ ~1 4 ~ IO 3 II I 14 4 3~ ~
TABLE OF QUANTITIES PER IOO LINEAR FEET-PVC PIPE
EMBEDMENT ZONES
FINAL
INITIAL
STANDARO CONSTRUCTION DETAILS
EMBEDMENT DETAILS
CrT'Y QF COPPELL., TX. /
AF'PROX
38§ LBS
CAST IRON (~RATE AND FRAME DETAIL
24 I/4
RAINST~PER" MANHOLE INSERT
INSTAL~D IN EACH MAN~LE ,UN~5c
OTHERW~E ARmOrED BY CITY ~GINEER
APPROVED DEVICES
I Rmns~pper RompQn
2 Kn~dsofl
NOTE WHEN MANHOLE LOCATED IN AREA SUBJECT
TO INUNDATION, OR FLOODPLAIN, MANHOLE LID SHALL
BE BOLTED, UNLESS OTHERWISE APPROVED BY THE
CITY ENGINEER
MANHOI_E RING AND UD SHALL HAVE A 4'x4 8LOCKOUT
iN PAVED AREAS
CAST IN PLACE MANHOLE
EXIST M M FRAME & LID TO
I~E REMOVED & R~VING TO ~
R~PAIRED AS PER STANDAIqDS~
EXIST MM FRAME · LO TO
BE ~MOVED & REPLACED WI
TOP S~L AND SOLID SOD
GAS SEALED STANDARD
DROP CONNECTION DROP CONN£CT~N
RE IN~'ORCLD CO#CJi[i[ GRAD[
R ~ NOS
DETAIL ~W TH~ SH~T
Ri INFORCED COIICRI~1[
WITH RU~ER ~ASKET ~
~N~ S~ ~N~LED
AND kAl~fl 5 h[M~IHOLE
PRECAST
MANHOLE
TuP C(Jhl-'~ES~;I~,N E~4N[;
F':. ::..',,:...'..,';.,. ',:',:: i?,.:; ;. :.'.i:::i!: ':',"-:,':!
SAND L/OR GRAVEL
COM~9~CED TO 90%
OF THE MAXIMU~
DRY DENSITY
(STD PROCTOR )
TO ~[ PLUGGED
PRIOR TO POURING
CLA55 B CONC~FT
t . I .~--,--T--;--'--------',L~.'<~ '~
EXIST SANI SWR ; - TO BE RLL~GED
~ EXIST C~C ~ CLASS B rO~
RLUG W1TH CLASS
CONC RE T E
ABANOONMENT OF EXISTIN~ MANHOLE
IN AND OUT (DF PAVEMENT
.DROP COI~NECTIOINS FOR
~dt, NITARY SEWER MANHOLES
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER
MANHOLES AND CONNECTIONS
CITY OF COPPELL, TX.
k
STD w~k
PLUG
WHITE
SANITNTY ,SEWER SERVICE CONNEgTION
C~' OF S~,~,/IC~ STIkCK SHALL
SANITARY SEWER DEEP SERVICE CONNECTION
~ AT EN.I~
I)QU~LE CLENK)UT
TYPICAL CLEANOUT$
STANDARD CONSTRUCTION
SANITARY SEWER
DETAILS
LATERALS AND CLEANOUTS
CITY OF COI:~,TX. I
~ MA NHOL E
STANOARD UW~R PIPE
STEEL PIINE ~HALL B~ Of
THE TYR~ SHOMM IN THE
~I~CIP~ATIOHE STEEL ~
~D ~ ~ZE ~
CEN~ OF p~
CRO~SIN~
STEEL RIPE OR
DUCTILE ~0~
~' MIN
COMC~ETE
MIN ~" ~ ALL
AROUND PiPE
NOTE 0UCTILE INOM ~
~IALL BE
TYIq~ JO~IT gTEEL
SH~LL BE JOINE~
DRF..~ER TY~ COUIR. g~
D~AMETER PIERI
(.SEE DE TAR. S)
AERIAL (~ROS~ING DETAIL
~T~--_~D
ENCamPmEnT
P~NS ~HALL EXTFND
~ FEET MIniMUM INTO
SHALE
2-2 i/2' a 1/4. ~. STRAP~
HOT DialeD ~AL*~&NIZED
AFTER ~,~I~C ATION
GAP LENGl14zI'.~'~
(2 TOT&)
5/4 CHAMFER t~
W/FLAT ~ ~0
~OTTOM
AERIAL CROSSING
PIER CAP DETAIL
~41" Il I-0' J~OLTS
HEX NUT ANO
'-~-NO S BEHO
6 ~OT
- --4-NO 4 (}QW~LI
P' VERTICAL
~/4 ' CHAMFER
I.
ROAD
VMTER ~
I~FLEC TIV~ MARKER
(W~T(:)
REFLECTIVE
~E~ (BLUE)
MINOR
ROAO
URBAN CROSSROAD
NTS
PAVEMENT MARKER PLACEMENT
STANDARD CONSTRUCTION DETALS
SANITARY SEWER
AERIAL CROSSIN~
.,n'Y OF COPPELL, TX
CONDUIT TO ELICTIICAL IDPFLY
CONDUit TO CO#TIOL VALVES
WALL MOUNTED
OC, ONTROLLER
NOT TO SCALE
DETAIL
GLADS
CONTIOLLii
fiDSETAL lASS
CONCKETE IASI
6
- ii ~- PEDE" ----$TAL_
I, ~ MOUNTED
CONDUIT TO ~LlCIIlCAL
SUPPLY
SWill 90
CONDUIT TO CONTOL
PINISN OIADi
EACSP~O¥ PEIVINTEI
CODE
LAKGI lOX Pll CODE
~AINLINS PIPING
GIAVIL DIFTN PII COOl
DISTANCE PSI CODE
O POP-UP LAWN HEAD
~OT TO - ~'CALE
OPOP"'UP SHRUB HEAD ('12' HT.)
NOT TO SCALE
OBAC, KFLOW PREVENTER
NOT
T6 scALE .....
O /ELECTRIC CONTROL VALVE
~'O'T TO SCALE
PINLSN GRADS
ILSCTEIC CO#TIOL VALVE
VALVE lOX
LATIRAL flFING
OGATE VAL, VE
NOT TO SCALE
PINIII GLADE
~STINIlO# IF NIEOED
NAIHLINi OR LATIIAL
PIPING
FINISH GLADE
IIDSYALK OK GUll
LANN ?OPUP ilAO
LATEIAL PIPING
FINISH GRADE
SIDEWALK OI CURl
12" POPUF E#SUE BIRD
S¥IHG JOINT
SWING JOINT
~AI NLINE PIPING
GIAVEL
OOUt ,C, K COU, PLER
NOT TO SCALE
JJNISfl GLADE
SIDINALK OI COlE
SWINg JOINT
LATERAL PIPING
ROTARY HEAD
NOT TO SCALE
YAWL Oi PENCE
CLOSE POSY NIPPLE
LATERAL PIPING
OSHRUB SPRAY H,E,AD
~OT ~'~ 4CALl "
~--C)
OTRENCH DETAIL
NOT TO SCALE
FINISH GARDA
AND cOHPACTIO#
HAIMLINS PIPING
LATERAL PIfIHG
CONTROL WilING
J STANDARD CONS'rRUCTION I~?AIL8
J ,, MISC. , ,
-1
OF [~ZA~ ~A~S A~ ~S E ] ~S ~, ] ~A~S FZ ~QUANTITIES
" ' 8 0'~0'0 /3" ' 8'~" 3~ /4 .... 27 /~ ' ~ 3~, 1/7 /
~"8'~" 7'11'~1~ 8 30 ~ '7'1/' 33 I~ ~ 3'~'~]/~ ~ S'1~31 /10 /8~
" IZ'9" 12.~' 19 12'5' ~P 16 34 ~ "' 421 I~0
" ' /50" 1~:~,22 14'~"~/ 18 ~18 47~ 177 309
/~"~" /2'-2" //1~ 18 I/'~' 4~ ~Z ~0122 " ~/ /89 270
..... ~10'14'~'~22 /4'~"~ ~ ~ ~ " ~72/~ 32/
1~'~'~2'0"Z~'~/2'0'11:8'1~ 8 4'~'/4 I/-$'4~24N 3W'~3'~24 N 4'//' 7~' 2~3 3/7
' /8'10'/8'6"28'" " /8~' 772~ ' 73 28 " " 92~ 284 4~2
P'$" 4'$" ~' ~" /d'P' 2/ 1~ ~'~' 33 /d'~ &~ 28 ~ '4 ~' 83 ~ ~ 5'810~[ 30~
/8' 8" ~0'4' 28 " "M~'78~" " 94 ~ " . /pil 352
' "122:10"~'6',3d" "ZP~'gd ~ " " I0~ ~ ' ' 136 dO3
" ~27'0' dO" "~$'111 ~ " " 118 ~ " I&Z 454 724
' ' ,21~11" ' "217' ~ ~ " " 124~ " " I~ 44~ 7B9
I~ Z'~'l, ",Pg~l~ 7'~' m5 ~'~ 80 ~ ~ ~'$' /3~1~ ~ 7'5'1781 ~G8 BIO
....... 35'/0~
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3'3';6'$'
· ' · 3P'IO"'
" " 40'2"
....... ,'
'I$'~I~'I $'~' ~'~' ~'0'
" 'I "~ ~'o"
,z<,~ MI ' ' s~, r,,, · "',~/,,
12'9 I..~J..~ 8' h~'.~,~'eS" $'..~'l~94..~ ~ 11'~'1~7
' , 4110 175 &Z ~ " ~4}~ " " 738
10~3 I~,13
ELEVATION TYPE A
112Z /7 77
970 11287
///~ '/$ 77
/~ ~ I/8 6~
13~6 12155
112~ I$ ~
/~77 ' /~
/~3o ] ~/ ~9
/585 25 ~4
I~1
/~ ~ ~/~9
1497 ; 2OMZ
16 75 124~&
18~ 0 ~ ~8 ~9
ELEVATION MULTIPLE TYPE A - £ -
'~ SECTION
w/2
~A ~S FZ
PLAN TYPE A PLAN MULTIPLE TYPE A
T4BL£ OF OlMENSIOI~S lIND QUANTITIES £0t~ TWO TYPE ~ HEADW~LL~
TABLE ' ~IN~O~C/N~ ~TEEL ~ND ~ANTITIES FOR TWO
I M' W' 2 I'20' I 0 Zd' '2 2'8' 4 '0'2'6'' 6 TW~ - ' ~ 4 *~ '- - ~- '20"~ 17 ~8+~'~2"~12 '2]$'
2 /0 4 Z d 2' 4'~" ~ 8' 8 ....... 3'10' 32 12,
3 ~ 0" G 0 ~ 4 ~ /0~ " ~ - ~ - " - - , - ~ d7 I~ ' 23 ~'4" I0 ....
/ /~ ~ /2'2 z~ 23 I'G' 3Z~ ~ 3~0' 8 ~ 3'0 7 ~ /'/0" 3 8 II - - 23' 19 '8 ~ ~'~13 3 7' 5 '1~3"~10
2 " I'0 " 4/0~ " 5~ 5 3' 14 8 " 9 .......... 4 ~" 38 12
/ /8" - /Z 2 //' 2~ 2'o'~'o~"4 Y/O' /o ~'3 ~" ~ '4 / /o' 3 ~ // 4 /:~"T2~2 7' 2~ tofM 2'$~'i4'~;' 7~0 /~1" ~/~
2
3
I 24'
/~ ' 5 7' " b8&' b'G' /7 8 " // .
8'3" ~ 9 d~' " 9 2" 25 12 lb " "
/0 //' /20~', //'/0" 32 /~ " 2/ "
/2 3 G" $ d 3'-0',5-9~b 5:0" 20 b 4'1~' /0 4t I'/0' 3
3 /25" ~ /$/0~ ' /4'b' 77 /8 " 37 ...... IP'/" /0/
4 /b z' " ~'0~' /$-8" /00 ~ 50 "i ..... 16'3' /~ 32~ ", "' 78,~'~"j3/ ' ", "
I
2 I:11 "'9'7" " " 14'2, "12t3" 82 14 " J4 ....... 9:3" 77~/b," " ~5 M~7" 22 "
3 .... 14'6'1 ' 19'1~" " 17~2 /1~ PO " 49 .......... I~'~" 118
4 " ' /$'s .... ~-~' 2~/" /47 z~ " ~' " " /9:/' /~91~'" "~ ~ ~ '~ ~ 47'
/ 42' - /~',~'3',4'~'~'0~//'0~"'/~ ~" ~ 8 z:~' ~a~/2 4:s" 20 /~ 2/ /~ ~3' /~ ~'//' 4/
.... , . , ......
~ - ., '-,~'~' ~' ~v~'~/o~ ~,-~ ......... ~'~"/~; v~,~'a " ' /'/"~" ~/ //~
4 .... ~/' - ,~' ' ~//'~o~ ~ ~//~ .......... ~'~'~7~ - /~/ ~:&' ~ ,, ~ ', ~-~ "~ . /~7~ /~
2 ~ ~' ' /~' " 2/-/~' - /~' /~ ~ 7/ ......... /~B' //~ ~ ' ' /~ ' ~' / "~" ~ /~
~ .... ~" ',2/:/ .... ,~" · ~' ~7~ ~ ' /07 "~ ........ ~'~'/~ ~' · /M ' I '~ "I ' //07 /~
/ ~0 ~ /~' 7~' ~'~" ~'G ~ /~ /~0~ /~ /~ /~'~'~ ~ ~/~' ~9' ~ ~0 ~7 /~ ~'&' ~7 ~'~'
....
~ "3/' "~/~'2'/" ' ,~' ' P/:9' Zg/~' " ;/~ ' : ",/S:/O'/3~J~
.... ,",~'~', ' ' ~'['s~'/o"~z~ - i/~ - · - " : ,' ~'~'~/~
~ ' ' :. ~s'~'~', ~ ' ~J. ~,'/o'~,~. ' ~..~' ~' '" "
C
ELEVATION TYPE B ELEVATION MULTIPLE TYPE B ~~ d,~r~r~//Mr~ o~r~O~O'/n /e~h
X X ~/~fo~ ~"M,n CO~r TEXAS HIGHWAY DEPARTMENT
ADWALLS
~ ~ TYPICAL WING ELEVATION
// -- - , , ,- PIPE CULVERTS
~ /.J _~ ~ ~ ~r.s ~,s i~J 12 TO 72 INCHES IN DIAMETER
'~ L w J --~.~--- "~.~,-~. ~~..~,. ~, -o-t,,;,,I .... L. ' -.~- -,- ',~
PLAN TY E B PLAN MULTIPLE TYPE SEC
I0 ,, i
/$ /$
/7
/.~
/$
OF REINFORCING ST££L FOi~
2 ! /;O'''t I
" /
w
DIMENSIONS ONLY
PLAN S
\
\
I
REINFORCING ONLY
(2 Ap/-ons, ~ He~d~lls
. t /75
~ T-/il-
,, ~ I~
,, I 157
/
~$ Cs
8AI~S
~A~S G
GENEI~AL NOTES-
~A~s w j; v,
TEXAS HIGHWAY DEPARTMENT
CONCRETE HEADWALLS
FOR
PIPE CULVERTS
IA TO 7A INCHES IN DIAMETER
CH-I I-B-30'
3~
w
$
TABLE OF' DIMENSIONS
WIN~ APRON
w
SEGI'ION A-A
HALF ELEVATION"
DETAIL OF WINGWALL
SECTION B-B
W _j
-I
PLAN VIEW OF
WINGWALL
~ '-~" ( H · ~ '-0'
2"3"¢H' $"0")
SIZE
2'*$"(N 4' O'
TA, OF R£1NF'OR¢JN~ $ TELmL FOR
4 WIN~WALL$
U
· O,,n "C'
R
TOTAL
BRIDGE DIVISION
TEXAS HIGHWAY DEINkRTMENT
PARALLEL WINGS-NORMAL
FOR MULTIPLE BOX ~ULVERTS
5'x2' TO IO'xlO'
CITY OF
, TX MC, W - P