O-3157-6-13ORDINANCE NO. 3157-6-13
' AN ORDINANCE AMENDING THE ALLEN LAND DEVELOPMENT CODE, AS
AMENDED, BY AMENDING SECTION 4.10.6 "RESIDENTIAL. ACCESSORY USE
REGULATIONS" BY ADDING A NEW PARAGRAPH "Q" REGARDING THE
REPAIR AND SALE OF CERTAIN MOTOR VEHICLES AS A HOME
OCCUPATION; ADDING A NEW SECTION 6.06.12 "CERTAIN VETERINARY
HOSPITALS, ANIMAL CLINICS, OR ANIMAL BOARDING FACILITIES" TO
PROVIDE FOR SUPPLEMENTAL USE REGULATIONS FOR VETERINARY
HOSPITALS, ANIMAL CLINICS, OR ANIMAL BOARDING FACILITIES AND
MAKING RELATED AMENDMENTS TO SECTION 6.06; AMENDING SECTION
8.13.11 "STORMWATER DETENTION FACILITIES" REGARDING THE DESIGN
AND MAINTENANCE OF CERTAIN STORMWATER DETENTION FACILITIES;
AMENDING APPENDIX F "STANDARD CONSTRUCTION DETAILS: PAVING,"
APPENDIX G "STORM DRAINAGE AND TXDOT DETAILS," AND APPENDIX H
"WATER LINES AND SANITARY SEWER"; AMENDING THE DEFINITION OF
"VETERINARY HOSPITAL OR CLINIC" IN APPENDIX A "DEFINITIONS" TO
INCORPORATE THE BOARDING OF ANIMALS; AMENDING SECTION 4.20.2
"SCHEDULE OF PRINCIPAL USES" AND SECTION 4.20.4 "SCHEDULE OF
PRINCIPAL USES CENTRAL BUSINESS DISTRICT" BY AMENDING THE USE
"VETERINARY HOSPITAL OR CLINIC;" PROVIDING A CONFLICTS
' RESOLUTION CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING
FOR A SAVINGS CLAUSE; PROVIDING FOR PENALTY OF FINE NOT TO
EXCEED THE SUM OF TWO THOUSAND ($2,000) DOLLARS FOR EACH
OFFENSE; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Planning and Zoning Commission and the governing body of the City of Allen, Texas, in
compliance with the laws of the State of Texas and the Ordinances of the City of Allen, Texas, have given the
requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing
to all persons interested and in the exercise of its legislative discretion, the City Council has concluded that the
Allen Land Development Code Zoning Regulations of the City of Allen, Texas, as previously amended, should
be further amended as follows:
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ALLEN,
COLLIN COUNTY, TEXAS, THAT:
SECTION 1. The Allen Land Development Code, Section 4.10.6 "Home Occupations" shall be amended
by adding paragraph "q" to read as follows:
q. Except for a person working on or selling a motor vehicle owned by the person and
subject to all other applicable laws, rules, ordinances and regulations, the service,
repair, painting, or onsite selling of any motor vehicle, including, but not limited to,
automobiles, motorcycles, trailers, boats, personal watercraft, recreation vehicles and
' lawn equipment is not authorized as, and is specifically excluded from the definition
of, a home occupation.
SECTION 2. The Allen Land Development Code, Section 6.06 "Supplemental Use Regulations" shall be
amended by replacing the phrase "Section 6.06.11" wherever it appears with the phrase "Section 6.06.12."
SECTION 3. The Allen Land Development Code, Article VI "Special Zoning Provision" shall be amended
' by adding a new Section 6.06.12 titled "Certain veterinary hospitals, animal clinics, or animal boarding
facilities" to read as follows:
Sec. 6.06.12. — Certain veterinary hospitals, animal clinics, or animal board facilities.
Any outdoor runs, outdoor kennels or other outdoor areas, to be used by animals,
associated with a veterinary hospital, animal clinic or animal boarding facility shall not be
located within 100 feet of any residentially zoned property.
SECTION 4. The Allen Land Development Code, Section S. 13.11 "Stormwater detention facilities" shall
be amended in its entirety to read as follows:
ll. Stormwater detention facilities. Stormwater detention facilities constructed in
association with development of property shall be subject to the following:
a. Concurrently with the submission of plans for the design of the public
improvements in the city, the developer shall provide to the Engineering
Department a written engineering analysis prepared and sealed by a Texas
Registered Professional Engineer and satisfactory to the Director of
Engineering indicating that all required stormwater detention facilities are
designed to reduce outflows from the detention pond following each storm
event to pre -developed flows for a 5 year, 10 year, 25 year, 50 year, and 100
year frequency storm event.
b. All stormwater detention facilities required for the development of all
phases of a proposed subdivision must be constructed at the time of
development of the first phase of development, and shall be built for the
ultimate condition at the time of initial construction unless otherwise
approved by the Director.
C. Section 8.20 of this code shall govem the establishment of a homeowners'
association or property owners' association and the perpetual operation,
maintenance and supervision of a stormwater detention facility constructed
as required by this section.
d. In the event a stormwater detention facility is designed and/or constructed to
receive stormwater from properties, which, at the time of construction of the
facility, are under different ownership, the Director shall have the authority
to approve a drainage facility maintenance agreement between or among the
Property owners that establishes the operational and financial obligations of
the respective property owners relative to the perpetual operation,
maintenance and supervision of the facility. Such agreement must be
submitted to and approved by the Director (i) prior to approval of a final
plat, if the property to be served by the facility is not yet platted, (ii) prior to
issuance of a building permit if the property served by the facility is platted
but no development has occurred on the property, or (iii) prior to issuance of
' a certificate of occupancy for any structure on the property to be served by
the facility when construction on the property has commenced when the
requirement for the construction of the facility arises. Any drainage facility
maintenance agreement approved pursuant to this Paragraph d must provide
that:
Ordinance No. 3157-6-13, Page 2
Veterinary hospital, animal clinic or animal boarding facility means a place for the care,
grooming, diagnosis and/or treatment of animals, and/or overnight boarding of animals.
SECTION 6. The Allen Land Development Code, Section 4.20.2 "Schedule of principal uses" shall be
amended by replacing the phrase "Veterinary Hospital or Clinic" with the phrase "Veterinary hospital, animal
clinic or animal boarding facility."
SECTION 7. The Allen Land Development Code, Section 4.20.4 "Schedule of principal uses central
business district" shall be amended by replacing the phrase "Veterinary Hospital or Clinic" with the phrase
"Veterinary hospital, animal clinic or animal boarding facility."
SECTION 8. The Allen Land Development Code, Appendix F "Standard Construction Details: Paving"
shall be amended to read in its entirety as shown in Exhibit A.
SECTION 9. The Allen Land Development Code, Appendix G "Storm Drainage and TxDOT Details"
shall be amended to read in its entirety as shown in Exhibit B.
SECTION 10. The Allen Land Development Code, Appendix H "Water Lines and Sanitary Sewer" shall
' be amended to read in its entirety as shown in Exhibit C.
SECTION 11. In the event of an irreconcilable conflict between the provisions of another previously
adopted ordinance of the City of Allen and the provisions of this Ordinance, the provisions of this Ordinance
shall be controlling
Ordinance No. 3157-6-13, Page 3
(1)
All property owners' associations or homeowners' associations who
own the common areas of the subdivision or which will succeed to
such ownership from the owner or developer of the property in
accordance with the provisions of the required restrictive covenants
are parties to the agreement; and
(2)
Notwithstanding the allocation of costs and responsibilities
regarding the operational and financial obligations of the respective
property owners relative to the perpetual operation, maintenance
and supervision of the facility, all owners shall be jointly and
severally liable for maintaining the facility in the manner required
by the City; and
(3)
No amendment to the agreement shall be effective without the
approval of the City Manager; and
(4)
The City shall be a third party beneficiary to the agreement with the
right, but not the obligation,
to require specific performance of the
agreement by the parties; and
(5)
The agreement shall be a covenant running with the land with
respect to all properties served by the stonnwater detention facility,
recorded in the Real Property Records of Collin County, Texas, and
enforceable against all subsequent owners of the properties served
by the facility.
SECTION 5. The Allen
Land Development Code, Appendix A "Definitions" shall be amended by
replacing the definition of "Veterinary Hospital or Clinic" with the following new definition:
Veterinary hospital, animal clinic or animal boarding facility means a place for the care,
grooming, diagnosis and/or treatment of animals, and/or overnight boarding of animals.
SECTION 6. The Allen Land Development Code, Section 4.20.2 "Schedule of principal uses" shall be
amended by replacing the phrase "Veterinary Hospital or Clinic" with the phrase "Veterinary hospital, animal
clinic or animal boarding facility."
SECTION 7. The Allen Land Development Code, Section 4.20.4 "Schedule of principal uses central
business district" shall be amended by replacing the phrase "Veterinary Hospital or Clinic" with the phrase
"Veterinary hospital, animal clinic or animal boarding facility."
SECTION 8. The Allen Land Development Code, Appendix F "Standard Construction Details: Paving"
shall be amended to read in its entirety as shown in Exhibit A.
SECTION 9. The Allen Land Development Code, Appendix G "Storm Drainage and TxDOT Details"
shall be amended to read in its entirety as shown in Exhibit B.
SECTION 10. The Allen Land Development Code, Appendix H "Water Lines and Sanitary Sewer" shall
' be amended to read in its entirety as shown in Exhibit C.
SECTION 11. In the event of an irreconcilable conflict between the provisions of another previously
adopted ordinance of the City of Allen and the provisions of this Ordinance, the provisions of this Ordinance
shall be controlling
Ordinance No. 3157-6-13, Page 3
' SECTION 12. Should any word, sentence, paragraph, subdivision, clause, phrase or section of this
Ordinance, as amended hereby, be adjudged or held to be void or unconstitutional, the same shall not affect
the validity of the remaining portions of said ordinance, or the Allen Land Development Code, as amended
hereby, which shall remain in full force and effect.
SECTION 13. An offense committed before the effective date of this Ordinance is governed by prior law and
the provisions of the Allen Land Development Code, as amended, in effect when the offense was committed and
the former law is continued in effect for this purpose.
SECTION 14. Any person, turn or corporation violating any of the provisions or terms of this Ordinance shall
be subject to the same penalty as provided for in the Allen Land Development Code, as amended, and upon
conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000) for each offense,
and each and every day such violation shall continue shall be deemed to constitute a separate offense.
SECTION 15. This Ordinance shall take effect immediately from and after its passage and publication in
accordance with its provisions of the Charter of the City of Allen, and it is accordingly so ordained.
DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF ALLEN, COLLIN
COUNTY, TEXAS, ON THIS THE I1ra DAY OF JUNE, 2013.
APPROVED:
' Stephen errell, MAYOR
APPROVED AS TO FORM: ATTEST:
Peter G. Smith, CITY ATTORNEY Shelley B. Geo ITY SECRETARY
(W 66/13 W W0)
1
Ordinance No. 3157-6-13, Page 4
I
STANDARD
CONSTRUCTION
DETAILS
PAVING
I2:wv PlA blobGYWITIF.7
I%
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
I
1
TABLE OF CONTENTS
PAVING
GENERAL NOTES ........................................... .... ....... .... .......
.. SD-PO1
REINFORCED CONCRETE PAVEMENT ...................................
SD -PO2
PARABOLIC PAVEMENT CROWN. ... ..... ....... �............................
SD -P03
M413 PAVEMENT................................................................
.. SD-PO4
M4D, M61) PAVEMENT....................................................... ...
SD -P05
CURB AND GUTTER .. .................................................. _......
SD -P06
ASPHALT PAVING CROSSECTION..............................................
SD -P07
ALLEY SECTIONS ....................... ..... .. _..............................
SD-PO8
GENERAL NOTES FOR ALLEYS AND DRIVEWAYS ...............................
SO -P09
ALLEY TURN 75" OR GREATER ....................................................
SD -P10
ALLEY TURN 30" - 75" .. ... ... .....................................................
SD -P11
ALLEY INTERSECTING ALLEY .....................................................
SD -P72
ALLEY TURN 60"- 120"...............................................................
SD -P13
ALLEY RETURN DETAILS.........................................................
SD -P14
EXISTING ALLEY RETURN MODIFICATIONS (CONCRETE) _. _....... ....
. SD -P15
EXISTING ALLEY RETURN MODIFICATIONS (ASPHALT) .....................
SD-Pi6
ALLEY ENTRANCE ONTO EXISTING STREET ................... .................
SD -P17
MEDIAN DETAILS ........... ......... .... ..... .........................
SD -P18
MEDIAN PAVING STONE DETAIL ...................................................
SD -P19
MEDIAN MAINTENANCE ACCESS (MEDIAN CURB LAY -DOWN) ...............
SD -P20
STREET HEADER ........ ................................................
SD -P21
PAVEMENT REPAIR HEADER ..................................................
SD -P22
RAILHEADER........................................................................
SD -P23
JOINT DETAILS.................................................................
SD -P24
LONGITUDINAL BUTT JOINT ......................................................
SD -P25
TRANVERSE EXPANSION JOINT .................................................
SD -P26
SPACING DIAGRAM FOR TRANSVERSE JOINTS .. _.........................
SD -P27
INTERSECTION CONDUIT LAYOUT ................................................
SD -P28
TYPICAL CONTOURS FOR MAJOR -MAJOR INTERSECTION ...................
SD -P29
CONCRETE SIDEWALK............................................................
SD -P30
CONCRETE SIDEWALK (CONTINUED) .......... _.............................
SD -P31
SIDEWALK BRICK PAVERS.........................................................
SD -P32
CURB AND LEAD WALK REPAIR ...................................................
SD -P33
BARRIER FREE RAMPS TYPE"A"........................ ....... :... ........... _..
SD -P34
BARRIER FREE RAMPS TYPE"B"..................................................
SD -P35
BARRIER FREE RAMPS TYPE"C"...............................................
SD -P36
BARRIER FREE RAMPS TYPE"D".............................._.._.............
SD -P37
BARRIER FREE RAMPS TYPE "E" ........ .........................................
SD -P38
BARRIER FREE RAMPS TYPE "F. ............ ..... ......................
. SD -P39
BARRIER FREE RAMPS TYPE"G'................................................
SD -P40
BARRIER FREE RAMPS, DRIVEWAYS & ALLEYS ................................
SD -P41
DRIVEWAY RETURN DETAILS, STREET (RESIDENTIAL & COMMERCIAL) ..
SD -P42
SIDEWALKS AND DRIVEWAYS ........................................... _ .....
SD -P43
DRIVEWAY RETURN FOR ALLEY . ............................. .................
SD -P44
STREET CONNECTION ........... ... ......................................
SD -P45
SIDEWALK FLUME DETAIL........................................................
SD -P46
ALTERNATE STREET R.O.W. SECTION FOR MOUNTABLE CURB ........
. SD -P47
MAILBOX DETAIL .................................................................
SD -P48
GENERAL NOTES
A. GENERAL:
PAVEMENT THICKNESS IS AS SHOWN IN ITEM G. SUBGRADE DESIGN SHALL CONFORM TO CITY
OF ALLEN DEPARTMENT OF ENGINEERING REQUIREMENTS IN ITEM C, AND SHALL EXTEND 12" MIN.
BEHIND THE BACK OF CURB
B. REINFORCED CONCRETE PAVEMENT:
1. CONCRETE STRENGTH SHALL BE AS SHOWN IN ITEM G (NCTCOG LATEST EDITION).
2. ALL CURBS SHALL BE INTEGRAL WITH PAVEMENT AND SHALL BE OF THE SAME STRENGTH AS
CONCRETE PAVEMENT.
3. DETAIL AND ARRANGEMENT OF PAVEMENT JOINTS, ALL TYPES, SHALL BE AS SHOWN ON SHEET SD-PO4 AND SP -P05.
4. BAR LAPS SHALL BE THIRTY DIAMETERS.
5. REINFORCING STEEL SHALL BE #3 REBAR (3/8") ON 18" CENTERS.
C. SUBGRADE:
SUBGRADE UNDER ALL PAVEMENT SHALL BE 6" THICK AND SHALL BE STABILIZED WITH AT LEAST 30 LBS.
PER SQ. YD. HYDRATED LIME, COMPACTED TO A DENSITY NOT LESS THAN 95 PERCENT. LABORATORY
TESTS MUST BE SUBMITTED TO THE ENGINEERING DEPARTMENT FOR APPROVAL TO DETERMINE AMOUNT
OF LIME REQUIRED. LABORATORY TEST MAY BE WAIVED PROVIDED AT LEAST 36 LBS. OF LIME PER
SQ. YD. IS USED. SEE ITEM 4.6.4 SPECIAL PROVISIONS.
D. BAR CHAIRS OR AN APPROVED DEVICE SHALL BE FURNISHED.
E. NO TRAFFIC ON FINISHED SUBGRADE SHALL BE PERMITTED AFTER REINFORCING STEEL IS INSTALLED
ABOVE SUBGRAGE. NO TRAFFIC SHALL BE PERMITTED BEFORE OR DURING THE PLACING OF CONCRETE.
F. CROSS SLOPE OF STRAIGHT CROWN STREETS SHALL BE 1/4" PER FOOT UNLESS APPROVED BY CITY ENGINEER.
(SEE SD-PO3). ALL SIDEWALK CROSS SLOPES SHALL BE MIN. 1/8" PER FOOT, AND IN NO CASE
SHALL EXCEED 1/4" PER FOOT (ZERO TOLERANCE), TO MEET ACCESSIBILITY REQUIREMENTS.
G. PAVEMENT THICKNESS AND STRENGTHS SHALL BE AS FOLLOWS:
M8D-8'- CLASS "C'
M6D-8"- CLASS "C"
M4D-8"- CLASS "C"
C4D-7'-CLASS"C'
C2U-T- CLASS "C"
R2U-8"- CLASS "C'
FIRE LANES -6" -CLASS "C"
SIDEWALK AND BFRs4"-CLASS'A"
DRIVE APPROACH -W -CLASS "C"
ALLEY -8"4" -8" -CLASS "C'
H. CLASS "C" CONCRETE SHALL BE 3600 PSI COMP AS DEFINED BY NCTCOG.
I. ALL MEDIANS AND PARKWAYS SHALL BE PROVIDED WITH BERMUDA GROUND COVER.
J. ONCE A CURB ABUTTING A THOROUGHFARE HAS BEEN SAWCUT AND REMOVED,
THE CONTRACTOR MUST REPLACE THE CONCRETE WITH A NEW POUR (i.e. DRIVEWAY)
WITHIN 14 CALENDAR DAYS. LIQUIDATED DAMAGES WILL BE ASSESSED AT $500 PER DAY
FOR EACH CALENDAR DAY IN EXCESS OF 14 CALENDAR DAYS. PAYMENT SHALL BE MADE
PRIOR TO ACCEPTANCE OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
�= STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN GENERAL NOTES DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAY 1991 I MAY 2012 I SD -P01
WIDTH
DTH
P
W 39 IV
36"
8'
10'
14' 3"ILS
1
12'
COLLECTOR
44'
1HtFl. tH'/
12'
70'
13'
COLLECTOR
CURBHEIGHTC
12'
12'
70'
CROWN HEIGHTS'
VARIES
SEE SPECIAL NOTES
I
I
ONE MOVING LANE I TWO PARKING LANES
(RESIDENTIAL) R2U
NTS
R
P
SA B A
tHSFT.
15.
r1H'/
1 1
I CrS HEGH
CROWN HEIIGMTS'
T
• 6
VARIES
SEE SPEC. NOTES
I
" FULL WIDTH PAVEMENT OF 38' WIDTH STREETS IS ALLOWED WHERE APPROVED BY THE CITY OF ALLEN.
STREET TYPE
STREET
q
B
)
WIDTH
FOUR MOVING LANES OR
TWO MOVING LANES/ TWO PARKING LANES
NTS
1Q
SAWED LONGITUDAL DUMMY JOINT.
O2
CONSTRUCTION JOINT (FULL WIDTH PAVEMENT IS ALLOWED WHERE APPROVED BY
ENGINEERING DEPARTMENT).
Q3
ALL REINFORCING BARS SHALL BE NO. 3 TRAVERSE BARS TO BE SPACED ON V-6- CENTERS,
LONGITUDINAL BARS TO BE SPACED ON 1'-V EXCEPT WHERE NOTED.
®
A NO. 3 BAR, CONTINUOUS, SHALL BE PROVIDED FOR CURB REINFORCEMENT.
_
STANDARD CONSTRUCTION DETAILS
PAVING
REINFORCED CONCRETE
DATE:
REV DATE:
SHEET:
CITY OF ALLEN
PAVEMENT
DEPMTMENT OF ENGINEERING
M
MAY 1991
30
AUG. 08
SP1%2
WIDTH
DTH
P
C2U
36"
8'
10'
60'
12'
COLLECTOR
44'
10'
12'
70'
13'
COLLECTOR
48'
12'
12'
70'
11'
Z
9
0
r
SLIP -FORM PAVEMENT MUST MEET CROWN GRADES AT GUTTERS,
AT MID -POINTS AND CENTERLINE. WIDTHS OF PAVEMENT ARE FACE TO FACE.
ROADWAY
WIDTH (W)
TOTAL
CROWN HEIGHT
3/4 POINT
MID -POINT
1/4 POINT
30'
6"
3 - 3/8"
1 - 1/2'
318'
36'
7'
3-7/8'
1 - 3/4'
3/8'
44•
7'
3-7/8'
1-3/4'
112"
48'
7'
3 - 7/8"
1-3/4'
1/2'
60'
7'
3 - 7/8"
1 - 3/4"
1/2"
2-34'
5"
3 3/8'
1 - 112"
3'8"
TABLE OF CROWN HEIGHTS AND ORDINATES
FOR VARIOUS PARABOLIC SECTIONS
NTS
�= STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALIEN PARABOLIC PAVEMENT CROWN
GATE: REV DATE: SHEET:
DEPARTMENT OP ENGINEERING MAY1691 I AUG.200S 1 SD 3
ROIABY
12.5' 24'
4' 12.5'
USUAL 12' 12'-
lz USUAL
1/2
1/4'/FT. 1/4'/F
1/4'/FT.
7/4" J,
1
No.3 BARS ON 18"
CENTERS BOTH WAYS.
M4D PAVEMENT
REGULAR SECTION
NB
O SAWED LONGITUDINAL DUMMY JOINT
O CONSTRUCTION JOINT (FULL WIDTH
PAVEMENT IS ALLOWED WHERE
APPROVED BY THE CITY OF
ALLEN . DELETE IF PAVING IS
25 FT. IDTH TO BE WIDENED
LATER. INSTALL CURB IF PAVING
IS LESS THAN FULL WIDTH OF
33'-38'.
O A NUMBER 3 BAR CONTINUOUS
SHALL BE PROVIDED FOR CURB
REINFORCEMENT
g
-
O BY
12.5'
B' 35
12.5'
USUAL Iz 17it'
12'
12.5- USUAL
1/4"/FT. 1/4"/FT.
1/4"/FT,
SLOPE TOWARD MEDIAN MAY BE
Na. 3 BARS ON 18"
REQUIRED IF LEFT
TURN CURB IS
CENTERS BOTH WAYS.
HIGHER THAN OPPOSITE MEDIAN CURB.
MINIMUM 6" TOP SOIL AND GRASS,
GROUND COVER (TYP.) ALL SLOPES,
MEDIAN AND PARKWAYS PER
NCTCOG SPECIFICATION
LATEST EDITION.
M4D PAVEMENT
LEFT TURN SECTION
NTS
STANDARD CONSTRUCTION DETAILS
�=
PAVING
M1)4 PAVEMENT
DATE:
REV GATE:
SHEET:
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
MAY 1881
AUG. 2008
SD-P06
TYPE M4D.M6D PAVEMENT
RIGHT TURN OR DECELERATION LANE SECTION
HIS
CENTERS BOTH WAYS.
TYPE M61) PAVEMENT REGULAR SECTIONTO
SAWED LONGITUDINAL DUMMY JOINT
HTB 2O
CONSTRUCTION JOINT (FULL WIDTH
PAVEMENT IS ALLOWED WHERE
APPROVED BY THE CITY OF
ALLEN . DELETE IF PAVING IS
25 FT. OTH TO SE WIDENED
LATER. INSTALL CURB IF PAVING
IS LESS THAN FULL WIDTH OF
DATE:
33'-3B.
O
A NUMBER 3 BAR CONTINUOUS
SHALL BE PROVIDED FOR CURB
AUG. 20M
REINFORCEMENT
TYPE M6D PAVEMENT 120' R.O.W.
xrs
t o 64 I d IJ 11160 I Q I.o 18nI f
,S ON Ir I SLOPE TOWARD MEDIAN MAY BE
IWAYS `IREQUIRED F LEFT TURN CURB IS
HIGHER THAN OPPOSITE MEDIAN CURB.
TYPE M6D PAVEMENT 140' R.O.W.
.1s
STANDARD CONSTRUCTION DETAILS
�=
PAVING
MD4, MD6 PAVEMENT
CITY OF ALLEN
DATE:
REVDATE:
SHEET:
TTMENT OF ENGINEERING
MAY1991
AUG. 20M
SPm
41
Of
w
H
H
U`z
I z
Z
a
1
CO
U
w
H Lv
w
�= STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN CURB -AND -GUTTER
DATE: REV E: SHEET:
DEPARTMENT OF ENGINEERING MAY 1991 AUG.AUG 2 ]006 I SD -POB
H.M.A.C. (TYPE D) SURFACE COURSE
4' ASPHALTIC STABILIZED BASE
LIME STABILIZED SUBGRADE
ASPHALT PAVING CROSS SECTION
NOTE:
CUT OF 6" INTO EXISTING PAVEMENT IS REQUIRED FOR
CONSTRUCTION JOINT WITH NEW POURS TO
GET A SMOOTH FINISH
nM STANDARD CONSTRUCTION DETAILS
PAVING
ASPHALT PAVING CROSSECTION I
CITY OF ALLEN DATE,. REV DATE: SHEET
DEPARTMENT OF ENGINEERING MAV 1981 I AUG. 2008 I SD -P07
ALLEY
(A)
HALF STH ECTION ION
(L)
IITH NVER
`FH
d)
12'
6'
6"
16
6'
6"
29
10'
6"
GENERAL NOTE:
ALL ALLEYS TO BE
LIMED IN ACCORDANCE
WITH ITEM C. SO Pot
STANDARD 12', 16'& W ALLEY SECTION
it COMP.
STANDARD ALLEY SECTION WITH CURB
NTS
OWED
IN RESIDENTIAL AREAS
EXCEPT AS APPROVED
BY THE CITY.
N 3 BAR CONTINUOUS IN CURB
ALTERNATE 12' ALLEY SECTION / CURB
NTS
C1/ -- I ALLEY SECTION
DEPARTMENT OF ENGINEERING
CURBS NOT ALLOWED
IN RESIDENTIAL AREAS
EXCEPTASAPPROVED
BY THE CITY.
03 BAR CONTINUOUS IN CURB.
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
SEPT. 1881 AUG. NIBS SD -PBS
GENERAL NOTES FOR ALLEYS AND DRIVEWAYS
1. CONCRETE FOR ALLEY RETURNS AND DRIVEWAYS SHALL HAVE A MINIMUM COPRESSIVE
STRENGTH AT 28 DAYS IDENTICAL TO THAT SPECIFIED FOR THE STREET PAVEMENT OR
BASE WHEN BUILT AS COMPONENTS OF A CONCRETE PAVING PROJECT. WHEN BUILT
SEPARATELY, THE STRENGTH SAHLL BE AS SPECIFIED ON THE CONSTRUCTION PLAN.
2. SPACING AND CONSTRUCTION OF JOINTS SHALL CONFORM TO PARABOLIC STREET PAVEMENT.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN GENERAL NOTES
ALLEY AND DRIVEWAYS DATE: AUG.REV E: SHEEP:
DEPARTMENT OF ENGINEERING SEPT. 1981 AUG. ]006 I 50.Po9
c D
OUTSIDE EDGE
OF ALLEY
OUTSIDE EDGE
OF ALLEY
SECTION A
rm N.T.S,
NOTE: ALLEY PAVING TO BE PLACED IN SHADED AREA
WHEN SCREENING WALL IS ALONG PROPERTY LINE
SEE COA SCREENING WALL DETAIL
PROPERTY
_ — — — _INVERT
TYPICAL
15Z
ALLEY TURN 750 OR GREATER -�Ac N
12' MIN.
�= STANDARD CONSTRUCT
PAVING
CITY OF ALLEN ALLEY TURN 75` OR GREATER
DATE: REV DATE:
DEPARTMENT OF ENGINEERING SEPT 1991 I AUG. ]ODS
DETAILS
SHEET:
SD.P10
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10.0'
10.0'
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ALLEY TURN 750 OR GREATER -�Ac N
12' MIN.
�= STANDARD CONSTRUCT
PAVING
CITY OF ALLEN ALLEY TURN 75` OR GREATER
DATE: REV DATE:
DEPARTMENT OF ENGINEERING SEPT 1991 I AUG. ]ODS
DETAILS
SHEET:
SD.P10
TOR 8' VARIES
OUTSIDE EDGE
OF ALLEY
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6.0'
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8.0'
8.0'
20'
2.0'
10.019
ALLEY TURN 300 - 750
NTS
�= STANDARD CONSTRUCTION DETNLS
PAVING
ALLEY TURN 30* - 75°
CITY OF ALLEN DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING SEPT 101 1 AUG. 2006 I SPP11
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ALLEY TURN 60° - 120° PAVING
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CITY OF ALLEN
DEPARTMENT OF ENGINEERING
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SEPT. 1991
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DATE:
SEPT. 1991
REV DATE:
AUG. M6
SHEEP:
S0. 16
ALLEY
I
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CITY OF ALLEN
DEPARTMENT OF ENGINEERING
SECTION B -B
SOLE
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STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
SEPT. 1991 MAY. 2012 SD -P17
DETAIL FOR MEDIAN
WIDER THAN 6' (Y>6')
NIS
DIMENSIONS OF MEDIAN NOSE
X=13.00'
Y=T.0•X=26.36'
V=14.a
X=16.M•
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Y=20.V
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DETAIL FOR MEDIAN
4'-0" to 6'-0"
NTS
SEE GOA DETAIL
FOR MEDIAN,
SECTION B
NOTE: MONOLITHIC MEDIAN NOSE &
PAVEMENT SHALL BE PAID FOR
PER EACH COMPLETE IN PLACE
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
IV
(IF Y56
S PAY LINE & KEYED
(IF Y> 6) rrwemi rrnu v
NOTES:
1. CONTRACTOR SHALL USE
STAMPED COLORED
CONCRETE.
2. COLOR & PATTERN SHALL
MATCH EXISTING.
3. COLOR MIX SHALL BE
UNIFORMLY COLORED
THROUGHOUT AND NOT
SPRAYED. OVERLAYED OR
OTHERWISE APPLIED TO
TOP LAVERS.
4. CONTRACTOR SHALL
FURNISH ONE 4'%4'X4'
SAMPLE FOR CRY
APPROVAL& HAUL OFF
AFTER APPROVAL.
CONSTRUCT STAMPED
CONCRETE OVER 4'
COMPACTED SAND.
'IF NO EXISTING TO MATCH,
PATTERN SHALL BE
KEYSTONE & COLOR
BLACK -FLASHED RED.
R•1'
3 PAVEMENT REINF. PAY LINE & KEYED
HRS @ 12' CENTERS 3D CONSTRUCTION
JOINT
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> SECTION A ,
STANDARD CONSTRUCTION DETAILS
PAVING
MEDIAN DETAILS
DATE: REV DATE: SHEET:
SEFT.1991 I MAY2013 SD -P18
6cm. (2 - 3/8") PAVING STONE
SLAB.
12' EXPANSION JOINT
MATERUIL BETWEEN CURB
AND PAVESTONEIDROP SLAB.
TRUE
J--C�
MINIMUM/ 300o P510.EINF ED 1' SAND BEDDING COURSE
CONCRETE SUBGRADE WITH No.3 SAM (IF
24' O.C. MAY BE THICKER ON BRIDGE.
SDP18 SECTION
MONOLITHIC NOSE }�4
SAND FILLED JOINTS; MECHANICALLY VIBRATED
\ /UNTIL IEVEL, TRUE TO GRADE SFREE OF MOVEMEN'
1/8'STYP.
BORDER CURB ® END
P OF BRIDGE SLAB
APPLICABLE)
PLAN
ANTIQUE RED MEDM PROPOSED OR EXISTING
MED" PAVING STONE SHALL EXTEND TO A POINT WHERE MEDIAN M AT LEAST PAVING STONE CONCRETE CURB
S' WIDE. IF MEDIAN IS 8' WIDE, PAVING SHALL EXTEND 1S' FROM NOSE
FOR MEDIANS WIDER THAN 6•, PAVING SHALL EXTEND 10' FROM NOSE.
ALL DISTANCES ARE MINIMUM.
PAVING STONE SHALL BE INTERLOCKING CONCRETE (BELGARD BRAND
KEYLOC OR APPROVED EQUAL) PER ITEMS 2.3] AND 5.8.8 OF THE CITY OF
ALLEN SPECIAL PROVISIONS AND SHALL BE REDIBLACK FLASHED IN COLOR.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN MEDIAN PAVING STONE DETAIL
DATE REVDATE I SHEET:
DEPARTMENT OF ENGINEERING SEPT.1991 I AUG.2006 S0.P19
MINIMUM 4' 300o PSI REINFORCED
p SAND BEDDING COURSE
CONCRETE SUBGRADE WITH No.3 BARS
24. O.C. MAY BE THICKER ON BRIDGE,
SECTIONS
EDGE STONES ARE
T6Q�IR MOLDED OR FIELD CUT
1n EXPANSION JOINT
)SE
MATERIAL BETWEEN CURB
B
AND PAVESTONEIDROP SLAB
PLAN
ANTIQUE RED MEDM PROPOSED OR EXISTING
MED" PAVING STONE SHALL EXTEND TO A POINT WHERE MEDIAN M AT LEAST PAVING STONE CONCRETE CURB
S' WIDE. IF MEDIAN IS 8' WIDE, PAVING SHALL EXTEND 1S' FROM NOSE
FOR MEDIANS WIDER THAN 6•, PAVING SHALL EXTEND 10' FROM NOSE.
ALL DISTANCES ARE MINIMUM.
PAVING STONE SHALL BE INTERLOCKING CONCRETE (BELGARD BRAND
KEYLOC OR APPROVED EQUAL) PER ITEMS 2.3] AND 5.8.8 OF THE CITY OF
ALLEN SPECIAL PROVISIONS AND SHALL BE REDIBLACK FLASHED IN COLOR.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN MEDIAN PAVING STONE DETAIL
DATE REVDATE I SHEET:
DEPARTMENT OF ENGINEERING SEPT.1991 I AUG.2006 S0.P19
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FOR MEDIANS WIDER THAN 6•, PAVING SHALL EXTEND 10' FROM NOSE.
ALL DISTANCES ARE MINIMUM.
PAVING STONE SHALL BE INTERLOCKING CONCRETE (BELGARD BRAND
KEYLOC OR APPROVED EQUAL) PER ITEMS 2.3] AND 5.8.8 OF THE CITY OF
ALLEN SPECIAL PROVISIONS AND SHALL BE REDIBLACK FLASHED IN COLOR.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN MEDIAN PAVING STONE DETAIL
DATE REVDATE I SHEET:
DEPARTMENT OF ENGINEERING SEPT.1991 I AUG.2006 S0.P19
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
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PAVEMENT BARS TO BE BENT DOWN INTO HEADER.
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C1TY OF ALLEN
DEPARTMENT OF ENGINEERING
STREET HEADER
STREET HEADER
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d
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F
PAVEMENT
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# 3 BARS
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
MAY 1981 AUG. 2008 SD -P21
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PAVEMENT BARS TO BE BENT DOWN INTO HEADER.
HEADER AND PAVEMENT TO BE MONOLITHIC.
C1TY OF ALLEN
DEPARTMENT OF ENGINEERING
STREET HEADER
STREET HEADER
d C
d
CONC.
F
PAVEMENT
a
# 3 BARS
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
MAY 1981 AUG. 2008 SD -P21
HOT POURED RUBBER TOP 114" NO JOINT
JOINT SEALING SAWCUT WIDTH SEALING COMPOUND
COMPOUND 318• M, IN•
d d
W a ' PROPOSEDP.AVING EXISTING PAVING °
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° d
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NOTE:
DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A
MECHANICAL RIG. DRILLING BY HAND IS NOT ACCTABLE. PUSHING DOWEL BARS
INTO GREEN CONCRETE IS NOT ACCEPTABLE.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
PAVEMENT REPAIR HEADER
DOWEL SPACED 12'
o.c. 6" OFF TIE BARS
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: I SHEET:
JULY 1991 AUG. 2008 S0.P22
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PAVING
RAIL HEADER
CCfY OF ALLEN DATE: RIEV E: SHEET:
TM
DEPARENT OF ENGINEERING SEPT. 1991 AUG. AUG. 2(p8 SD-P23
REINF. No.3
18' O.C. BOTH
NOTES:
1. DOWELS& REBARS SHALL BE SUPPORTED BY AN APPROVED DEVICE.
2. EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING.
3. SAWED TRANSVERSE DUMMY JOINT SHALL BE SPACED 2(r.0-
4. EXPANSION JOINT DISTANCE AT 100' INTERVAL& SAWED JOINT AT 20' -0 -
FIRE LANE PAVING
NTS
VERTICAL SAW CUT W MIN. WITH
HOT POURED RUBBER JOINT SEALING COMPOUND
TOPP,' NO SEALING
RBARS COMPOUND
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18' O.C. BOTH WAYS—',, I ,
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L 4 °
4 • f 4
T = PAVEMENT THICKNESS
SAWED DUMMY JOINT
VERTICAL SAW CUT W MIN. WITH NTS
HOT POURED RUBBER JOINT SEALING COMPOUND
REINF. No.3 BARS 1.3/8
TOP Yc'NO SEALING
COMPOUND
18' O.C. BOTH WAYS
T = PAVEMENT THICKNESS
CONSTRUCTION JOINT FOR PAVEMENT
NTS
TRANSVERSE AND LONGITUDINAL JOINTS
NOTE:
CONTRACTOR SHALL PROTECT KEYWAY PRIOR TO SECOND POUR. IF LONGITUDINAL
KEYWAY IS DAMAGED, CONTRACTOR SHALL REPAIR WITH THE USE OF LONGITUDINAL
BUTT JOINT. DRILL AND GROUT DOWELS INTO FIRST POUR.
STANDARD CONSTRUCTION DETAILS
�=
FIRE LANE PAVING &
PAVING
CITY OF ALLEN
JOINT DETAILS
DATE:
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERING
SEPT. 1981
MAY 2013
50.P24
9' -15'
SAWCUT FULL DEPTH
DOWEL SPACED ON 18'
CENTER TO CENTER,
8' OFF TIE BARS.
I "PRWOPOS4ED PAVIL& '717- !- L I i
EXISTU4G PAVING
T = PAVEMENT THICKNESS
LONGITUDINAL BUTT JOINT
(6"/7" PAVEMENT THICKNESS)
NOTES:
1. NO.5 DEFORMED DOWEL MAY BE USED FOR S' PAVING.
ALL OTHER PAVING THICKNESSES SHALL USE DOWELS OF SIZE T/8.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN
PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT
CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT
HORIZONTALLY BY USE OF A MECHANICAL RIG.
4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL
BARS INTO GREEN CONCRETE NOT ACCEPTABLE.
5. SAWCUT WATER SHALL BE VACUUMED AND DISPOSED PROPERLY.
6. NO SAWCUT SHALL BE WITHIN 30' OF AN EXISTING JOINT, OTHERWISE
REMOVE PAVEMENT TO NEAREST JOINT.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
SEALING COMPOUND
DETAILS
vnvlNc
LONGITUDINAL BUTT JOINT
DATE: REV DATE: SHEET:
MAY 1991 APRIL.2010 SDA25
TOPX' NO SEALING
COMPOUND
a
1 1/e' MIN, CLEARANCE
WITHIN CAP.
L
REDWOOD EXPANSION JOINT FILLER— \—HOT POURED RUBBER JOINT L��rvc�°�ccvc luwcvl
DOWEL AND BE SECURED.
SEALING COMPOUND INSTALLED ON 10' CENTER
TRANSVERSE EXPANSION JOINT
(SPACED 6W Ff. MAXIMUM, LOCATE AT INTERSECTIONS)
T= PAVEMENT THICKNESS
NOTES:
1. DOWELS AND REINFORCING BARS SHALL BE
SUPPORTED BY AN APPROVED DEVICE 8 MUST
BE TIED OR CHAIRED ON EACH SIDE.
2. EXPANSION JOINTS SHALL BE PLACED
TRANSVERSELY IN PROPOSED PAVEMENT
WHERE THICKNESS CHANGES, SUCH AS
BETWEEN 5"-5".
3. EXPANSION JOINTS SHALL BE PLACED AT ALL END
POINTS OF RADII.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
TRANSVERSE EXPANSION JOINT
CITY OF ALLEN DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JAN 2001 1 MAY 2013 1 SDW26
16' DOWEL COATING
MIN
2'
MIN
1 1/e' MIN, CLEARANCE
WITHIN CAP.
L
REDWOOD EXPANSION JOINT FILLER— \—HOT POURED RUBBER JOINT L��rvc�°�ccvc luwcvl
DOWEL AND BE SECURED.
SEALING COMPOUND INSTALLED ON 10' CENTER
TRANSVERSE EXPANSION JOINT
(SPACED 6W Ff. MAXIMUM, LOCATE AT INTERSECTIONS)
T= PAVEMENT THICKNESS
NOTES:
1. DOWELS AND REINFORCING BARS SHALL BE
SUPPORTED BY AN APPROVED DEVICE 8 MUST
BE TIED OR CHAIRED ON EACH SIDE.
2. EXPANSION JOINTS SHALL BE PLACED
TRANSVERSELY IN PROPOSED PAVEMENT
WHERE THICKNESS CHANGES, SUCH AS
BETWEEN 5"-5".
3. EXPANSION JOINTS SHALL BE PLACED AT ALL END
POINTS OF RADII.
�= I STANDARD CONSTRUCTION DETAILS
PAVING
TRANSVERSE EXPANSION JOINT
CITY OF ALLEN DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JAN 2001 1 MAY 2013 1 SDW26
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CITY OF ALIEN
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SEPT 2001
AUG. 2006
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PAVING
TYPICAL CONTOURS FOR
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DEPARTMENT OF ENGINEERING SEPT 2001 AUG. 3008 SD-P2S
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STANDARD CONSTRUCTION DETAILS
e� SIDEWALK_OT
& f�
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&
A
1 SD -PW
THOROUGHFARE
70'+ R.O.W.
5' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
THOROUGHFARES.
RESIDENTIAL
50' R.O.W.
4' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
RESIDENTIAL STREETS.
COLLECTOR
60'R.O.W.
4' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
COLLECTOR STREETS.
aa. a STREET
X.
SIDEWALK.
J i' 4' 4.5' 15.5'
k ° r
SIDEWALK . CL
11' 4' 6.5' 18.5'
.a
n . °STREET °
a
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SIDEWALK 2
61
�= STANDARD CONSTRUCTION DETAILS
PAVING
CITY OF ALLEN CONCRETE SIDEWALK
(CONTINUED) DATE: AUG. E: SHEET
MTM :
DEPEM OF ENGINEERING JUNE 1998 AUG. 2008 SPP31
BRICK SHALL BE
ASTM C902
COLOR & PATTERN
DETERMINED BY
CT' OF ALLEN
HAND SWEPT SAND INTO
i
JOINT, NO GAP 1 PART
EWIRED OMESUB
-I
COLOREDTIAND
SAND AREAS. SEE PIAN)
��
T
CEMENT &3 PARTS SAND)
u
.p PIANTINGBED
STANDARD PROCTOR DENSITY AT
1l BITUMINOUS EXPANSION JONR
PEDESTRIAN BRCK;
0% TO 3% OF OPTIMUM MOISTURE
MATERIAL. DEPTH OF JOINT MATERIAL
O
SHALLBE SUFFICIENT TO PREVENT
M
CONTACT BETWEEN WALK AND CURB
NOTE: PUNTINGX• VARIES
SECTION
B
BED BEYOND R.O.W.
SCALE
NTS
IS UNDER SEPARATE
STOP EXPANSION JOINT AT
CONTRACT.
TOP OF CURB AND SEAL WITH
v
N
CONCRETE GRAY SEA -ANT
a- CONC.
HAND SWEPT SAND INTO
JOINT. NO GAP1 PART
COLORED PO D
CEMENT & 3 PARTS SAND)
SECTION A
SCALE NTS
IV_
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TOPSTOPOF CURBANS
AT
WITH TOP OF CURB AND SEALLNT
CONCRETE GRAY SEAUNT
TYPICAL TREE PIT
(IF REQ'D)
PLAN
SCALE NTS
FACE OF CONCRETE CURB I
SOIOIERCOURSE I
BRICK PAVERS ON
CONCRETE BASE
STANDARD CONSTRUCTION DETAILS
PAVING
SIDEWALK
BRICK PAVERS DATE: REV DATE: SHEET:
MARCH Y001 AUG. 2006 ,_P32
�p•r PCONCREIN SUBBASE
fi'CONCRETEGUBBASE
J
EWIRED OMESUB
-I
IMQ18'O.0
SAND AREAS. SEE PIAN)
��
T
SAND SETTING BED
SUBGRADE COMPACTED TO 95% Of
STANDARD PROCTOR DENSITY AT
0% TO 3% OF OPTIMUM MOISTURE
TYPICAL BRICK SIDEWALK
AND SUPPORT SLAB
SECTION
B
SCALE
NTS
HAND SWEPT SAND INTO
JOINT. NO GAP1 PART
COLORED PO D
CEMENT & 3 PARTS SAND)
SECTION A
SCALE NTS
IV_
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TOPSTOPOF CURBANS
AT
WITH TOP OF CURB AND SEALLNT
CONCRETE GRAY SEAUNT
TYPICAL TREE PIT
(IF REQ'D)
PLAN
SCALE NTS
FACE OF CONCRETE CURB I
SOIOIERCOURSE I
BRICK PAVERS ON
CONCRETE BASE
STANDARD CONSTRUCTION DETAILS
PAVING
SIDEWALK
BRICK PAVERS DATE: REV DATE: SHEET:
MARCH Y001 AUG. 2006 ,_P32
M4 BARS ON
%u
+
P`1 18' CENTERS
io
STREET �m0
n
m
6'
1' FELT EXP. JOINT
2.5' (USUAL) 6'
REQUIRED BETWEEN
BACK OF CURB AND SEPARATE CURB -AND -GUTTER SECTION
SIDEWALK
NTS
NOTES
1. ALL SIDEWALKS AND DRIVEWAY
REINFORCEMENT SHALL BE #3 STEEL
18' O.C.E.W. TIED TO #3 SMOOTH
DOWELS (SEE SD -P33 AND SD -P36) AND
SET UPON CHAIRS.
2.24NCH CUSHION SAND
REQUIRED ON SUBGRADE
COMPACTED WITHIN 95%
#3 SMOOTH DOWELS (24' LONG) 18'
r
STANDARD PROCTOR DENSITY.
O.C. REQUIRED EXP. JOINT AT TWO
46':
PROPERTY
3. POURS SHALL REQUIRE A PRE -POUR
LEGS OF INTERSECTIONS OF LEAD
LINE
INSPECTION FOR FORMWORK,
WALK AND PUBLIC WALK AS SH OWN
REINFORCEMENT AND GEOPMETRY.
x
VISUAL INSPECTIONS MAY BE MADE
AFTER THE POUR TO ADDRESS
— —
— —
TOOLED JOINTS, FINISH, SUBGRADE
INTEGRITY,
4. ENSURE THAT FLATWORK DOES NOT
OBSCURE ABOVE -GROUND
GRASS SIDEWALK
APPURTENANCES (I.E. VALVES, MH LIDS)
5. EXPOSED AGGREGATE CONCRETE IS NOT
ACCEPTABLE FOR SIDEWALK WITHIN PUBLIC
RIGHT -OF -WAV.
1' FELT EXP. JOINT
.... ..
..............
REQUIRED BETWEEN
O
"�' ........
6. SIDEWALKS SHALL BE 48' WIDE (MIN.) WITH
BACK OF CURB AND �'� CURBC
F
URB CUT :::::::::::::::::::.
42' (MIN.) UNOBSTRUCTED. SIDEWALKS
SIDEWALK -A, MIN. OF
MIN. OF 1'
ALONG ARTERIAL (THOROUGHFARE)
..... .........
x
.. .. .....i .....
ROADWAYS SHALL BE F MIN.
7. FOR CURB DETAIL SEE SHEET SD -011
i i
Lo
i
�STREET—
STANDARD CONSTRUCTION DETAILS
PAVING
CURB AND LEAD
DATE:
REV DATE:
SHEET:
CITY OF ALLEN
WALK REPAIR
DEPARTMENT OF ENGINEERING
AUG 2005
AUG. 2008
SD -P33
v
TRUNCATED DOME
PATTERN All, � LF ECCTI
4' 3000 PSI CONCRETE
24'#4 SMOOTH SAND BEDDING z SECTION'S W' �3 BARS O 24" EACH
BARS DOWEL
024' O.C. 60' 48'
24' 30"
COUNTER SLOPE
NO N 1:2
STEEPE
THAR �:;Io_Ilym, SIDEWALK
0
STREET
- 4" 3000 PSI CONCRETE
SECTION 'A' W/ X3 BARS 0 24' EACH WAY
SAND BEDDING SCALE Nrs
TRUNCATED DOME
PATTERN
R.O.
PLAN
:u,LE NR
CITY OF ALLEN
DEPARTMENTOF ENGINEERING
0
6
,SIDEWALK
. . . . . . . . ..
TRUNCATED DOME
'PATTERN
CONSTRUCTED MAX.
CROSS SLOPE 1 2%
RUNNING SLOPE I 5X WHEN ADJACENT STREETS 5X
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP (i... 4 OR 5').
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO 8 INCHES BEHIND PROJECTED BACK -OF -CURB
LINE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SQUARE GRID,
ALIGNED PERPENDICULAR TO THE BACK -OF -CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES.
5. THIS DETAIL TYPICAL FOR CONSTRUCTION.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA (i..24'X4B'1 SHALL BE CONSTRUCTED
WITHOUT CURING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
7. DO NOT DOWEL INTO THE BACK OF CURB.
B. REFER TO THE LATEST AMENDMENT OF TNDOT PEDESTRIAN
FACILITES FOR ADDITIONAL NOTES, RAMP CONFIGURATION,
AND GUIDANCE ON ACCESSIBILITY.
STANDARD CONSTRUCTION DETAILS
PAVING
BARRIER FREE RAMPS
TYPE'A'
DATE: REV DATE I SHEET:
MAR2004 I WY2013 I SEEP34
TRUNCATED DOME
�. PATTERN
N 00 00 IA
u
o
TRUNCATED DOME PATTERN
CITY OF ALLEN
DEPARTMENTOF ENGINEERING
0
6
,SIDEWALK
. . . . . . . . ..
TRUNCATED DOME
'PATTERN
CONSTRUCTED MAX.
CROSS SLOPE 1 2%
RUNNING SLOPE I 5X WHEN ADJACENT STREETS 5X
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP (i... 4 OR 5').
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO 8 INCHES BEHIND PROJECTED BACK -OF -CURB
LINE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SQUARE GRID,
ALIGNED PERPENDICULAR TO THE BACK -OF -CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES.
5. THIS DETAIL TYPICAL FOR CONSTRUCTION.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA (i..24'X4B'1 SHALL BE CONSTRUCTED
WITHOUT CURING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
7. DO NOT DOWEL INTO THE BACK OF CURB.
B. REFER TO THE LATEST AMENDMENT OF TNDOT PEDESTRIAN
FACILITES FOR ADDITIONAL NOTES, RAMP CONFIGURATION,
AND GUIDANCE ON ACCESSIBILITY.
STANDARD CONSTRUCTION DETAILS
PAVING
BARRIER FREE RAMPS
TYPE'A'
DATE: REV DATE I SHEET:
MAR2004 I WY2013 I SEEP34
0
0
ISOMETRIC
54 E MS
COUNTER SLOPE
NO STEEPER g' 6' 42'
THAN 1:20 � r
STREET 1
SECTION 'A'
scACE Ms
TRANCATED DOME
PATTERN
STREET..`
PLAN
SC(LE MS
. 3
G
,•,V` TRUNCATED DOME
PATTERN
CURB AS REQUIRED
EXPANSION JOINT
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
b3 REBARDS AT 18'
ON CENTER
BOTH WAYS
100' /� EXPANSION JOINT
111m,r
(
m■■i.■
b
CURB AS REQUIRED u
TRANCATED DOME
PATTERN
CONSTRUCTED MAX.
CROSS SLOPE 2x
RUNNING SLOPE 1 5% WHEN ADJACENT STREET S SX
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP (i.e. 4 OR 5').
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO 8 INCHES BEHIND PROJECTED BACK—OF—CURB
LINE AND SWILL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SQUARE GRID.
ALIGNED PERPENDICULAR TO THE BACK—OF—CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES.
5. THIS DETAIL TYPICAL FOR CONSTRUCTION
WHERE SIDEWALK MUST ABUT CURB.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA (i.0.24*X48') SHALL BE CONSTRUCTED
WRHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
7. DO NOT DOWEL INTO THE BACK OF CURB.
8. REFER TO THE LATEST AMENDMENT OF TxDOT PEDESTRIAN
FACILITIES FOR ADDITIONAL NOTES. RAMP CONFIGURATION.
AND GUIDANCE ON ACCESSIBILITY.
STANDARD CONSTRUCTION DETAILS
BARRIER FREE RAMPS I
PAVING
TYPE'B' DATE: REV DATE: SNEET;
MAR 2004 MAY 2013 S EF35
48'
' Y
TRUNCATED DOME ——`l'R'•
PATTERN
SAND BEDDING SECTION 'B' 4' 3000 PSI CONCRETE
24'#4 SMOOTH swc Nrs W/ #3 BARS O 24' EACH WAY
BARS DOWEL
024' O.C.
COUNTER SLOPE
NO STEEPER
THAN 1:20
SECTION 'A'
SAND BEDDING s— s
TRUNCATED DOME J
PATTERN
1�^I
TRUNCATED DOME PATTERN
;S
4" 3000 PSI CONCRETE
W/ #3 BARS O 24' EACH WAY
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES IN EPTHI EXTENDING THE FULL WIDTH
OF THE RAMP i.e. 4 OR 5').
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO8 INCHES BEHIND PROJECTED SACK—OF—CURB
LINE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SQUARE GRID.
AUGNED PERPENDICULAR TO THE BACK—OF—CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDEUNES.
5. THIS DETAIL TYPICAL FOR CONSTRUCTION
AT T—INTERSECTIONS.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA (i.e.24X487 SHALL BE CONSTRUCTED
WITHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
7. DO NOT DOWEL INTO THE BACK OF CURB.
8. REFER TO THE LATEST AMENDMENT OF T%DOT PEDESTRIAN
FACILITIES FOR ADDITIONAL NOTES, RAMP CONFIGURATION.
AND GUIDANCE ON ACCESSIBILITY.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
BARRIER FREE RAMPS
TYPE'C'
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET'.
MAR 2004 MAY 2013 SO -P30
TRUNCATED DOME
SAND BEDDING
COUNTER SLOPE
NO STEEPER
THAN 1:20
SAND BEDDING
TRUNCATED DOME
PATTERN
024' O.C.
SECTION 'B'
scue Nrs
SECTION 'A'
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES INQEPTH, EXIENOING THE FULL WIDTH
OF THE RAMP ii.e. 4 OR 5
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO 6 INCHES BEHIND PROJECTED BACK—OF—CURB
LINE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES
NED PERPENDIBE CULAR TO THE BACK—OF—CURB. ON A GRID,
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDEUNES.
5. THIS DETAIL TYPICAL FOR 'RETROFITTED' RAMPS.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA V.24X48"1 SWILL BE CONSTRUCTED
WITHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS My BE LARGER
THAN THOSE SHOWN.
T. DO NOT DOWEL INTO THE HACK OF CURB.
8. REFER TO THE LATEST AMENDMENT OF T%DOT PEDESTRIAN
FACILITIES FOR ADDITIONAL NOTES, RAMP CONFIGURATION.
AND GUIDANCE ON ACCESSIBILITY.
CM OF ALLEN
DEPARTMENT OF ENGINEERING
e
4' 3000 PSI CONCRETE
W/ #3 BARS O 24' EACH WAY
EX SIDEWALK
4" 3000 PSI CONCRETE
W/ N3 BARS 0 24' EACH WAY
EXPANSION JOINT
1
TRUNCA
ERN
BARRIER FREE RAMPS
TYPE V
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: I SHEET:
MAR 2004 MAY 2013 SPP37
TRUNCATED DOME
PATTERN
�' ".".".....< �.,,... �, 4" 3000 PSI CONCRETE
SAND BEDDING SECTION 'B' W/ N3 BARS O 24" EACH WAY
SULE NTS
COUNTER SLOPE
NO STEEPER
THAN 1 20
S0 SMOOTH
BAR
BARS DOWEL
/ 024" O.C.
EX SIDEWALK
4" 3000 PSI CONCRETE
SECTION 'A' W/ s3 BARS O 24" EACH WAY
SAWCUT=SAND .nLE NTS SAWCUT LINE EXPANSION
JOINT
NE
TRUNCATED DOME 'tP
PATTERN
P/
GENERAL NOTES: uexux
sy
1. THE TRUNCATED DOME PATTERN SHALL BE off' d A
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP. p.
2. THE TRUNCATED DOME PATTERN SHALL BEGIN /
6 TO 8 INCHES BEHIND PROJECTED BACK -OF -CURB +•
UNE D SHALL AN INTEGRAL PARI OF THE
WALKINGSU' PLAN
3, DOMES SHALL BE ARRANGED ON A SOUARE GRID, RUL[ Nrs
ALIGNED PERPENDICULAR TO THE BACK -OF -CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN.' EXPANSION j
ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES. JOINT
5. THIS DETAIL TYPICAL FOR "RETROFITTED" RAMPS.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA SHALL BE CONSTRUCTED �5
WITHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE URGER
THAN THOSE SHOWN.I.'
N
. DO NOT DOWEL INTO THE BACK OF CURB.
8
8. REFER TO THE LATEST AMENDMENT OF TxDOT PEDESTRIAN � 4
FACILITIES FOR ADDITIONAL NOTES, RAMP CONFIGURATION, �• .N ® ®®
AND GUIDANCE ON ACCESSIBILITY.
.5' 1 5' 1 4'
_ STANDARD CONSTRUCTION DETAILS
BARRIER FREE RAMPS PAVING
CITY OF ALLEN TYPE 'E' DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAR 2006 MAY 20113 sl Pw
TRUNCATED DOME
PATTERN
SAND BEDDING
SAWCUT LINE
COUNTER SLOPE
NO STEEPER
THAN 1:20
24'/4 SMOOTH J
BARS DOWEL
024' O.C.
SAND BEDDING
SECTION 'B'
SGLLE .
SECTION 'A'
scut Nrs
SAWCUT LINE
GENERAL NOTES:
1. THE TRUNCATED DOME PATTERN SHALL BE
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP.
2. THE
ETOR8 INCHES BEHIND PROJECTED BACK-OF—CURB
UNE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SQUARE GRID.
ALIGNED PERPENDICULAR TO THE BACK—OF—CURB.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDEUNES.
5. THIS DETAIL TYPICAL FOR 'RETROFITTED' RAMPS.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA SHALL BE CONSTRUCTED
WITHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
T. DO NOT DOWEL INTO THE BACK OF CURB.
B. REFER TO THE LATEST AMENDMENT OF T%DOT PEDESTRIAN
FACILITIES FOR ADDITIONAL NOTES, RAMP CONFIGURATION,
AND GUIDANCE ON ACCESSIBILITY.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
j j:
4' 3000 PSI CONCRETE
W/ 83 BARS O 24' EACH WAY
4-
4-
1
4. 3000 PSI CONCRETE
W/ a3 BARS O 24' EACH WAY
TRUNCATED DOME
PATTERN
EXPANSION
JOINT
—L1- OJ I N EX SID ALK
A
BARRIER FREE RAMPS
TYPE'F'
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE I SHEET:
MM 2001 MAY 2013 SO -P30
EXPANSION
F
JOINT
PLAN
NM
w
L 8.
J
TRUNCATED DOME PATTERN
5'
BARRIER FREE RAMPS
TYPE'F'
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE I SHEET:
MM 2001 MAY 2013 SO -P30
24"#4 SMOOTH
BARS DOWEL ISOMETRIC
024' O.C. sCKE MS
COUNTER SLOPE �
6' 42' 6'
NO STEEPER �
THAN 1:20 SIOF Wdl K 1:50 Max. y y
SAND BEDDING
TRUNCATED DOME
PATTERN
' L76 SIDEWALK ?y0
EXPANSION
JOINT
SECTION'A' L 4" 3000 PSI CONCRETE
W/ #3 BARS O 24' EACH WAY
scN E rm
GENERAL NOTES: sem.,. PLAN
1. THE TRUNCATED DOME PATTERN SWILL BE
24 INCHES IN DEPTH, EXTENDING THE FULL WIDTH
OF THE RAMP.
2. THE TRUNCATED DOME PATTERN SHALL BEGIN
6 TO 8 INCHES BEHIND PROJECTED BACK -OF -CURB
LINE AND SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE ARRANGED ON A SOUARE GRID
ALIGNED PERPENDICULAR TO THE BACK-OF-CURA.
4. BARRIER FREE RAMPS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES.
5. THIS DETAIL TYPICAL FOR 'RETROFITTED' RAMPS.
6. MINIMUM DIMENSIONS SHOWN FOR TRUNCATED
PATTERN AREA SHALL BE CONSTRUCTED
WITHOUT CUTTING ANY OF THE PATTERNED
PAVERS. ACTUAL DIMENSIONS MAY BE LARGER
THAN THOSE SHOWN.
7. DO NOT DOWEL INTO THE BACK OF CURB.
8. REFER TO THE LATEST AMENDMENT OF TxDOT PEDESTRIAN
FACILITIES FOR ADDITIONAL NOTES, RAMP CONFIGURATION,
AND GUIDANCE ON ACCESSIBILITY.
R.O.W.
b
m
fXSIDEIW4K• b
L EXPANSION
JOINT
SAWCUT LINE
I �
ace@
N ® ®
8'
DETECTABLE WARNING PAVER
BARRIER FREE RAMPS
CITY OF ALLEN TYPE'G'
DEPARTMENT OF ENGINEERING
IQ
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
MAR2004 MAY 2013 S0. Q
SIDEWALK
EXPANSION JOINT
4
af .: DRIVEWAYS OR ALLEYS
0 PROPERTY LINI
.w d ______________ a
•
O : .y :. "• 5%MAX. a
a
e . •, a :� .. � aR
(y ♦ ♦ H N
i
i
TRANSITION
NEW CURB/GUTTER
FROM 6' TO 0
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
J JOINT
VSAW'CUT AND REMOVE
PLAN VIEW PAVEMENT & CURB.
TYP.4' OR 5'
_...
2% MAX. 1 6.25% MAX.
z�
J
rc
a SECTION A
� scALE Nrs
a
BARRIER FREE RAMPS
AT DRIVEWAYS & ALLEYS
TRANSITION
NEW CURBIGUTTER
FROM 6' TO 0
EXISTING STREET
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: I SHEET:
SEPT 1951 JUL. Y010 SD 41
WHNSTPEETPAV W
L W INE
WNI{WM1Y a
PLAN
SC N.T.S.
J=l I IVIN H
CONCflEIE CONNEI ON N.T.S.
S
PSPIVLT
CLPB W S PPVEMEN!
b�l
M,N
COXCPETE P.T4EME — — — — — — — — — — - CONSTRVLPFD NAX
CgO988LOPE 1%
ENLARGE DETAIL Huw.w'Q SLo x NA EW MEET 5N
ASPN CONNECTION H.T.S
�=I
CrrY OF ALLEN
DEPARTMENT OF ENGINEERING
DRIVEWAY RETURN DETAILS
(RESIDENTIAL AND COMMERCIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT 1991
REV DATE:SHEET
MAY 2013
I SDf4292
G•
A
WHNSTPEETPAV W
L W INE
WNI{WM1Y a
PLAN
SC N.T.S.
J=l I IVIN H
CONCflEIE CONNEI ON N.T.S.
S
PSPIVLT
CLPB W S PPVEMEN!
b�l
M,N
COXCPETE P.T4EME — — — — — — — — — — - CONSTRVLPFD NAX
CgO988LOPE 1%
ENLARGE DETAIL Huw.w'Q SLo x NA EW MEET 5N
ASPN CONNECTION H.T.S
�=I
CrrY OF ALLEN
DEPARTMENT OF ENGINEERING
DRIVEWAY RETURN DETAILS
(RESIDENTIAL AND COMMERCIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT 1991
REV DATE:SHEET
MAY 2013
I SDf4292
Ir ALLEY PAVEMENT
0 SMOOTH DOWELS F
(24-LONG)18.O.C. E
REWIRED EXPANSION
JOINTS AT TWO LEGS
OF IN
WALK ECTIOSOF
LEAD WALKANO PUBLIC I
WALK AS SHOWN. I
PROPERTY LINE
BACK
OF CURB
DOWEL IMO
EXIST. SIDEWALK
8' MIN. PENETRATON
Wr FELT EXPANSION JOINT
REQUIRED BETWEEN BACK
OF CURB AND SIDEWALK
(DONT DOWEL INTO CURB)
4 -
O.C.
/ 40' MAX.
F--jamEXP. CINCA
S
STREET PAVEMENT
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
FORDRIVEWAYAPPROACH
DETAILS, SEE PAVING DETAIL
31P EXPANSION JOINT
W/ NS SMOOTH DOWELS
ON 18' "AX.) O.C.
SIDEWALKS AND DRIVEWAYS
ALLEY DRIVEWAY
. I
Ly 7"11111.1Ill"W"!
NOTES
1. ALL SIDEWALKS AND DRIVEWAY
REINFORCEMENT SHALL BE
0 STEEL 18' O.C.E.W. WITH
N SMOOTH DOWELS (SEE
S M AND SDP36) AND SET
UPON CHAIRS.
2. 2 -INCH CUSHION SAND
REQUIRED ON SUBGRADE
COMPACTED WITHINSS%
STANDARD PROCTOR DENSITY.
3. POURSSNALLREWIREA
PRE -POUR INSPECTION FOR
FORMWORK, REINFORCEMENT
ANDGEOPMETRY. VISUAL
INSPECTIONS MAY BE MADE
AFTER THE FOUR TO
ADDRESS TOOLED JOINTS,
FINISH. SUBGRADE INTEGRITY,
ETC.
4. ENSURE THAT FIATWORK DOES
NOTOBSCUREABOVEGROUND
APPURTENANCES(I.E. VALVES,
MH LIDS)
5. EXPOSED AGGREGATE
CONCRETE IS NOT ACCEPTABLE
FOR SIDEWALK WITHIN PUBLIC
RIGHT-OF-WAY.
8. SIDEWALKS SHALL BE 48' WIDE (MIN)
WITH 42' (MIN.) UNOBSTRUCTED.
SIDEWALKS ALONG ARTERIAL
(THOROUGHFARE) ROADWAYS
SHALL BE S MIN.
T. WATER METER CANS SHALL NOT
BE LOCATED WITHIN DRIVEWAY
PAVEMENT.
STANDARD CONSTRUCTION DETAILS
PAVING
DATE: REV DATE: SHEET:
AUG. 2002 1 MAY 2013 SD -P43
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MY OF iLLM
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SEPT 1981
AUG. 2006
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DATE:
E:
SHEET:
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
SEPT 1991
AUG.REV
AUG. ]1106
SD -P0.5
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PAVING
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�=
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DATE:
REV DATE:
SHEET:
CffY OF ALLEN
SECTION FOR MOUNTABLE CURB
DEPARTMENT OF ENGINEERING
APR. M01
MARCH 2010
SD -P47
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DETAILS
STORM DRAINAGE
EROSION CONTROL
RESIDENTIAL LOT DRAINAGE REQUIREMENTS
REVISED - MAY 2013
CITY OF ALLEN
IDEPARTMENT OF ENGINEERING
TABLE OF CONTENTS
STORM DRAINAGE
GENERAL NOTES. ............................................
50.001
CONCRETE.ASPHALT STREET REPAIR,RPE BEDDING..... .. ....
.. SD-M
UTILITY SUPPORT,WATER MAIN LOWERING,CONCRETE C00.AR ...........56003
TYPE'A' STORM SEWER MANHOLE..................................
360M
TYPE 'B' STORM SEWER MANHOLE....... ..... ..... .....
. S6
WE INLET DETAIL. .. ..
SD
INLETS
RECESSED CUINLET,",810 FOOT NLETS.....................
RB
..... SDOW
THIS PAGE INTENTIONALLYLEFT BIANR ... _ ......
.S6000
STANDARD CURB INLET,4,SB10 FOOT INLETS ..........................56003
STANDARD CURB INLET SECTION T' 14,5,8,10 FOOT INLETS) ...............
S"10
REINFORCING STEEL SCHEOULE.4.5.11,10 FOOT INLETS. .. ....
BD-0YI
12.14.18, 520 FOOT INLETS. .......................................36012
CURB INLETS,II,N,18,820FOOTINLET3. ....... .......... .....
SD013
REINFORCING STEEL SCHEDULE 12,14.18,820 FOOT INLETS .....
50-014
BARDIAGRAMS.INLETFRAMEBCOVER .. ....
..... .56D15
PRECAST CURB INLET........ ..................................
SD-016
COMBINATION INLETSGRATE DETAILS,BAR DIA31I ..............
.... SD-017
COMBINATION INLET,TWOGRATEINLET.. ...... .....
... SD-018
COMBINATIONINLET.THREEGRATE INLET. . .......................5013
6
COMBINATION INLET. FOUR GRATE INLET .............................
56020
TWO GRATE INLET .. ..... .... ... ....
... SD-021
THREE GRATE INLET.............................................
50-022
FOUR GRATE INLET.................. ....... ....
.. SD023
SIX GRATE INLET ... .. .... ... ....
... .SD-ON
GRATE DETAILS, STANDARD DRW INLET .............................
SD Z
TYPEI& 11 CHANNEL SECTION .. ..... ....... ....
SDO28
TYPE III NORMAL CHANNEL SECTION..
............................
50-02]
TYPE 'A'HEADWALI ...... ..... ...............................
SD02B
TYPES-HEADWALL ... .. ................
.. ... SD-023
TYPEA ... .. ... ..
56030
STORM RELATED FUUMES ... ....................
.56031
EROSION CONTROL
STORM WATER POLLUTION PLAN NOTES .............................
30£O01
SILT FENCE NOTES . .... .. ..
56E002
SEDIMENT BARRIERAT INLET
(AFTERPAVEMENTCONSTRUCTION).....................
56EL03
TYPE P2 INLET FILTERS AFTER PAVEMENT CONSTRUCTION. .....
.. 56ECM
STORM WATER POLLUTION PLAN DETAILS ...........................
50£C05
DEBRIS CONTAINMENT FOR RESIDENTIAL B COMMERCLLL L.OTB
.. 31 F006
DESIGNATED WASHOUT PIT FOR RESIDENTIAL LOTS . . ...... . .......
56ELOT
RESIDENTIAL LOT DRAINAGE REQUIREMENT
LOT GRADING TYPE W... .... .... .... ...... ....
SDRL01
LOT GRADING TYPE' B' .. ... ..... ....
SDRL@
LOT GRADING TYPE 'C'.........................................
SD-RM
LOT GRADING TYPE 9' .. ..
SD-RUM
SIDE SWALE ENCROACHMENT ON RESIDENTIAL LOT. ..
SDRUX
I
1
1
STANDARD
CONSTRUCTION
DETAILS
STORM DRAINAGE
Wa�i�yaam��z�j�a
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
GENERALNOTES
1. ALL CONCRETE DRAINAGE STRUCTURES SHALL HAVE A MINIMUM COMPRESSED
STRENGTH OF 3600 P.S.I.
2. ALL CRUSHED STONE SHALL BE 3/4". PASSING #4 SIEVE.
3. ALL FIELD JOINTS WILL BE APPROVED BY THE CITY ENGINEER IF NECESSARY.
FIELD JOINTS SHALL BE WIPED ON THE INSIDE AND OUTSIDE TO PROVIDE
FOR SMOOTH FLOW OF WATER.
4. RAMNECK COMPOUND OR APPROVED EQUAL SHALL BE USED FOR JOINT SEALS.
5. ALL STORM SEWER PIPE SHALL BE CAMERA INSPECTED AFTER THE INSTALLATION
OF ALL UTILITIES AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
�= I STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN GENERAL NOTES
UG.
DEPARTMENT OF ENGINEERING DATE: E: SHEET:
MAY 1881 AUG.E:
I SO -001
PYMINB o3rw
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OR DRIVEWAY REPAIR OR DRIVEWAY REPAIR
xuso.o.
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RCP STORM SEWER PIPE BEDDING
NOTE:
DEPTH OF TRENCH BELOW PIPE
3” MIN. FOR 27" PIPE & SMALLER
4" MIN. FOR 30" TO 60" PIPE
6" MIN. FOR 66" PIPE & LARGER
STANDARD CONSTRUCTION DETAILS
_
CONCRETE STREET REPAIR
STORM DRAINAGE
CITY OF ALLEN
ASPHALT STREET REPAIR
PIPE BEDDING
DATE:
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERING
MAY 1981
AUG. ]008
SPDW
PYMINB o3rw
Laa� u LUXGX wx ux
flV180X.B'O.G
WY9RIMVxG
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cixocl �� F
PMPNER
DETAIL OF
UTILITY SUPPORT
DETAIL FOR
WATER MAIN LOWERING
DETAIL OF CONCRETE COLLAR
FOR PIPE CONNECTIONS
STANDARD CONSTRUCTION DETAILS
_ UTILITYSUPPORT STORM DRAINAGE
CiTY OF ALLEN WATER MAIN LOWERING
DEPARTMENT OF ENGINEERING CONCRETE COLLAR DATE: .-.ATE' I SHEET:
JULY 1981 AUG. 3008 SD- 3
NOTE
FRAME AND COVER SHALL BE
BASS & HAYES PATTERN NO. 380-24
OR EQUAL AND SHALL BE GRAY
CAST IRON CONFORMING TO ASTM
SPEC. A� FOR CLASS 30 CAST T
IRON.
BAR'A' 3IB'
SPACED AS SHIN
MR 'J' S'8'
PROVIDE We PREMOLDED EXPANSION
JOINT BETWEEN MANHOLE AND CONCRETE
PAVEMENT AND SEALED WITH HOT POURED
RUBBER.
TYPE A & TYPE B
STORM SEWER MANHOLE
NOTE: MAXIMUM PIPE SME
TO BE USED 36V
PLAN
SCALE N.T.S.
1r CC WCC
ALL CAST IRON FITTINGS
SHALL BE DOMESTIC.
12' CC r CC
SECTION A SECTION B
SCALE N.T.S. SCALE N.T.S.
�= STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN TYPE "A" STORM SEWER MANHOLE
DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JULY1991 I JULY2012 I SD -D04
PROVIDE 16' PREMOLDED EXPANSION
B JOINT BETWEEN MANHOLE AND CONCRETE
NOTE:
PAVEMENT AND SEALED WITH HOT POURED
FRAME AND COVER SHALL BE
RUBBER.
BASS & HATES PATTERN NO. ]B(F26
OR EQUAL AND SHALL BE GRAY
CAST IRON CONFORMINGTOASTM
PEC MS FOR CLASS SO CAST
t_------/- 4-------t,
it li A
BA'A'18'
SPACED ABS
BAR-J'wB ALL CAST IRON FITTINGS
SPACED AS SH
TYPE A & TYPE B SHALL BE DOMESTIC.
STORM SEWER MANHOLE
NOTE: MAXIMUM PIPE SIZE
TO BE USED 78'0
PLAN
SCALE N.T.S.
BA'J'
18' B
BAR'J' 15' O
SPACED
SPACEDASSHOWN
AS SHOWN
BARS'A'BAPSI-K
5'0 AT
15'0J.
1S'0AT
r C.0
S'CL
BAST¢
BARS-I-
348'0AT
il
j 318-OAT
%S
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BA'C'1B'B
MS'D'
SPACED
AS SHOWN1
CONSTI JOINT
h CON JOINT
SARS�
1B'0 AT
B'GL
�p
BAST'
9R'0 AT
BA
BASH' BARS V
BARS W
92'B AT WDTH.<'MN
AT
1gq AT iR'B ATWIDTHMT
AT
wCC
12-C-C 8'GC
1TC.0
SECTION A
SECTION B
SCALE N.T.S. SCALE N.T.S.
STANDARD CONSTRUCTION
DETAILS
�=
STORM DRANAGE
TYPE"B"STORM SEWER MANHOLE
CITY OF ALLEN
DATE:
REV DATE:
SHEET:
DEPARTMENT OF ENOINEERINO
JULY 1991
AUG. MOB
50.005
INLET SIZE
TOOLED EDGES
W
#5 BENT BARS
7'
2'-0'
4'SQUARE
(TYP. ALL CORNERS)
4'-0'
3" FILLET IN 4
W +2T
4
8' SOUARE
OPENING
6'-0'
POST @
4 CORNERS
Y
4'
j1
3
1
j r\
1 '
x
'/X\ i
CONSTRUCTION
#4 BARS @ 18' C -C
JOINTS Q CORNERS
VBOTH
WAYS
3' #4 BARS
T W =OPENING T
-Z
18'C -C
W+2T
TROWEL FINISH
SECTION A
W=W+2T
T OPENING
#4 BARS AT 6'
r
C -C EACH WAY
TOOLEDEDGES
XI C X �X
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r+' a
/x\
A
[)XK
ifs BENT BARS
(TYP. ALL CORNERS)
POST @ 4 CORNERS
PLAN OF TOP SLAB
MCI,MCI,
STANDARD CONSTRUCTION DETAILS
_
STORM DRAINAGE
CITY OF ALLEN
WYE INLET DETAIL
DEPARTMENTOF ENGINEERING
DATE:
JULY 1991
REV DATE:
AUG. 2006
SHEET:
SDA 6
INLET SIZE
T
W
2'SQUARE
7'
2'-0'
4'SQUARE
7'
4'-0'
5' SOUARE
8'
S'-0'
8' SOUARE
9'
6'-0'
Y
3
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x
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Y� :9 X X x C::.
INLET SIZE
T
W
2'SQUARE
7'
2'-0'
4'SQUARE
7'
4'-0'
5' SOUARE
8'
S'-0'
8' SOUARE
9'
6'-0'
Q
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STANDARD CONSTRUCTION DETAILS
_ STORM DRAINAGE
CITY OF ALLEN RECESSED CURB INLET
DEPARTMENT OF ENGINEERING 4,6,8 AND 10 FEET INLETS DATE: REV DATE: SHEET:
JULY 1991 AUG. 4008 S0.007
THIS PAGE
INTENTIONALLY
LEFT
BLANK
�- STANDARD CONSTRUCTION DETAILS
_ XX STORM DRAINAGE
cr(i �r ADEN DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING XX X% SD-DD8
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STANGARD CONSTRUCTION GETAILS
�=
STORM DRAINAGE
CITY OF ALLEN
STANDARD CURB INLET
DEPMTMENT OF ENGINEERING
416,8 AND 10 FEET INLETS
DATE:
JULY 1981
REYDATE:
AUG. 2006
SHEET:
SD m
.9 .Of
.9
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1
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W
U
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BAR "G'
WATERSTOP
SHALL BE A
PREFORMED
PLASTIC SEALING
COMPOUND EQUAL
TO SYNCO-FLEX
PRODUCTS CO.
BAR "F" AT t
BARD• AT -
CORNERS
BAR •C•
AS SHOWN
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
SLOPE TOP INLET
18' 1/4' PER FEET
R -B"
33/4' 3' 1 3' 1 S' 1 ,
BAR •A' AT 9" O.C.
=4 57f
e
BAR •c•
S_v ASSHOWN
2 -BARE"
"H• AT 7-1/2' O.C.
rA
TYPICAL SECTION B
SCALE N.T S
STANDARD & RECESSED
CURB INLET
(4,6,8 AND 10 FEET INLETS)
BAR "N" AT
CORNERS
AND t
STANDARD CONSTRUCTION DETAILS
STORM ORNI E
DATE: REV DATE: SHEET:
JULY 1991 JULY. 2010 SD D10
TYPICAL SECTION B
SCALE N.T S
STANDARD & RECESSED
CURB INLET
(4,6,8 AND 10 FEET INLETS)
BAR "N" AT
CORNERS
AND t
STANDARD CONSTRUCTION DETAILS
STORM ORNI E
DATE: REV DATE: SHEET:
JULY 1991 JULY. 2010 SD D10
REINFORCING STEEL SCHEDULE
DIMENSIONS SHOWN ARE FOR MAXIMUM SIZE INLET
INLET
LENGTH
BAR BAR
TYPE(D8')
NO.
REO'D.
BAR DIMENSIONS
A B
C
4'
A 3
6
T-2'
0'3'
-
B 3
1
2'-10'
-
-
REV DATE:
I
C 4
15
4'-8'
01-6'
-
JUL.2010
D 4
5
4•-e'
-
-
E 5
6
4.3'
-
-
F 4
1
3•-2'
-
-
G 3
5
2'4Y
1.3'
-
H 3
3
N 3
3
T-2'
3'-2'
3'-2'
6'
A 3
9
3'-2'
013'
-
B 3
1
4'-10'
-
-
C 4
15
8'3'
0'8'
-
D 4
5
1-8'
-
-
E 5
6
61-8'
-
-
F 4
1
3'-2'
-
-
G 3
5-
H 3
3
N 3
3
T-2'
3'-2'
3'-2'
8'
A 3
12
T-2'
0'3'
-
B 3
1
6'-10'
-
-
C 4
15
8'-8'
01-6'
-
D 4
5
4'-8'
-
-
E 5
6
8'-8'
-
-
F 4
1
3'-2'
-
-
G 3
5
2'-0'
1'-3'
-
H 3
4
N 3
3
T -Y
T-2'
3'-2'
10•
A 3
10
T-2'
0'3'
-
B 3
2
8'-10'
-
-
C 4
16
10'-0-
0'-6-
D 4
4
4'-e'
-
-
E 5
6
1013'
-
-
G 3
5
2'-0'
V 3 -
H 3
15
1 4
8
4'3'
T-2'
L 4
5
4'3'
-
-
SEE DIAGRAM FOR DIMENSIONS
STANDARD CONSTRUCTION DETAILS
_
STOWDRAINAGE
CITY OF ALLEN
REINFORCING STEEL SCHEDULE
I
4,6,8 AND 10 FEET INLETS
DATE
REV DATE:
I
SHEET:
I
ARTMENT OF ENGINEERING
JULY1991
JUL.2010
SD4)11
B
p
HOLE FRAMEBCOVER INN ET tIPFMIN�-1
I I
A \/ z -BAR •A• i I \/ A
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IIS
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PLAN -STANDARD INLET
SCALE .. .
HOLE FRAME BARS'A• S.N. BARS'B'OR'C•
SEE SECTION B
MRS AS SHOWN
2 BAR 'D. BARS 'V AS SHOWN
EA SLOE OF PIPE ARS'F' ®1Y O.C.
WATER STOP2BARS •M' -
ABOVE PIPE S
eARs •D•®1Yo.c.
BARS •L••N•
BA
BAR3'J' RS -I. BARS-C•@1YO.C. BARlIVASSHOWN
NOTE:
REINFORCEMENT SHOWN IS
MOTIONAL FOR SPECIAL SECTION A
RpEFAqEEIIITNNIOpoNRCFOEME IT SEEDER F
SECTIONS.
AR= STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN 12,14,16 AND 20 FEET INLETS
DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JULY ISSI AUG. 2006 SD -012
WATERSTOP
SHALL BE A
PREFORMED
PLASTIC SEALING
COMPOUND EQUAL
TO SYNCO-FLEX
PRODUCTS CO.
BAR "F' AT [
BARD"AT-
CORNERS
BAR "C"
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
18" SLOPE TOP INLET
1/4" PER FEET
AR'B'
33/4' .
BAR'A' AT 9' O.C.
41 a
BAR "C"
ASSHOWN
5-BAR"E"
"H' AT 7-1/2" O.C.
R
BAR W AT
CORNERS
ANDf
SECTION B
SCALE N.T.S.
CURB INLET I
STORM DRAINAGE
12,14,16 AND 20 FEET INLETS DATE: REV DATE: SHEET:
JULY 1991 1 AUG. 2008 1 S6D13
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�= STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN REINFORCING STEEL SCHEDULE
DEPARTMENT OF ENGINEERIrvG 12,14,16 AND 20 FEET INLETS DATE: AUG. E: SHEET:
JULY E: REV DA E: SHEET
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�= STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN REINFORCING STEEL SCHEDULE
DEPARTMENT OF ENGINEERIrvG 12,14,16 AND 20 FEET INLETS DATE: AUG. E: SHEET:
JULY E: REV DA E: SHEET
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FRAME SECTION
353.
�= I STMIDARD CONSTRUCTION DETAILS
BAR DIAGRAMS AND STORM DRAINAGE
CITY OF ALLEN INLET FRAME & COVER DETAIL DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JULY 1881 AUG. ]DOS SID -015
1'3 UP
A
A
B
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BAR "E'
S 1Q-
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BAR "D'
id'
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BAR "M"
—
BAR "J"
BAR DIAGRAMS
Sc ENT"3.
PLAN
�.
NOTE:
ALL CAST IRON FITTINGS SHALL BE DOMESTIC.
FRAME SECTION
353.
�= I STMIDARD CONSTRUCTION DETAILS
BAR DIAGRAMS AND STORM DRAINAGE
CITY OF ALLEN INLET FRAME & COVER DETAIL DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JULY 1881 AUG. ]DOS SID -015
1Z DOWEL 12'
INSERTED IN HOLE
BOTTOM OF THROAT AND
GUTTER TO BE POURED BY
INLETCONTRACTORAFTER
STREET PAVING.
LHSPN
NOTE
PIPES SHALL CONNECT TO THE
SIDES OF INLETS. CONNECTION
NOT TO BE MADE AT CORNERS
OR BOTTOM.
PRECAST INLETS MUST BE
APPROVED BY CITY ENGINEER.
WERT IN BOTTOM OF INLET
INSTALLING PIPE.
INSTALLATION DRAWING FOR PRECAST
5' AND 10' CURB INLETS
NOTES FOR PRECAST INLET
1. THE FLOOR OF THE EXCAVATION MUST PROVIDE A FIRM, LEVEL BED FOR THE BASE SECTION TO
REST UPON.
2. A MINIMUM OF 6.OF 1'DIAMETER (MN(.) ROCK OR GRAVEL SHALL BE USED TO PREPARE THE
BEDDING TO FINAL GRADE OR IN LIEU OF THIS, THAT AT LEAST V OF 2 SACK CEMENT STABILIZED
SAND BE USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED SAND TO BE ALLOWED
TO SET BY KEEPING HOLE PUMPED DRY.
3. AFTER CASTING HAS BEEN INSTALLED ON THE PROPER BEDDING, THE BACKFILL MATERIAL WHICH
IS FREE FLOWING AND CLEAR OF ROCKS IN EXCESS OF 4' DWAETER AND OTHER LUMPS WHICH
WOULD PROHIBIT PROPER COMPACTION, SHALL BE COMMENCED IN LIFTS OF NO MORE THAN 18'.
THE MATERIAL USED FOR BACKFILL SHOULD BE OF A TYPE SUITABLE TO OBTAIN THE DENSITY
REQUIREMENTS FOR THE SPECIFIC JOB.
STANDARD CONSTRUCTION DETAILS
�=
STORM DRAINAGE
I
PRECAST CURB INLET
I
CITY OF ALLEN
DATE:
REV DATE:
1
SHEET:
DEPARTMENT OF ENGINEERING
JULY ISSN
AUG. 28W
SD016
iSECTION
_% i
NOTES:
1. ALL LAPS AND EXTENSION OF REINFORCING
BARS SHALL BE 38 BAR IN DIAMETERS UNLESS
NOTED OTHERWISE.
2. TACK WELD GRATES IN PLACE.
3. PIPE MAYBE PLACED IN ANY WALL, BUT
4. SHALL NOT ENTER ANY CORNER OR BOTTOM.
5. GRATE AND FRAME SHALL BE PATTERN No. 814AS
MANUFACTURED BY BASS & HAVES FOUNDRY, INC
OR APPROVED EQUAL.
8. ALL CAST IRON FITTINGS SHALL BE DOMESTIC.
L
BARS "A" 5/8"0
TWO GRATE INLET, Lrt-1011'
THREE GRATE INLET, L=S' -S IZ
FOUR GRATE INLET, L=11'-2 We
BARS "B" 5/8"0
BARS "C" 3/8"0
GRATE
VIII IIIIII ,IIIIIIII I! !II
Illilllllll !IIIIIIIII! !III
PLAN
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SECTION
B
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Vl
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BARS "H" 5/8"0
QAMQ "v"
AIQ"M
VARIES
BARS "I" 4/8"0
30•
BARS "J" 4/8"0
�_ COMBINATION INLETS
CITY OF ALLEN GRATE DETAILS
DEPARTMENT OF ENGINEERING AND BAR DIAGRAMS
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
DATE:REV DATE: SHEET:
JULY.
AUG. 2008 SD-DI7
B
NOTES:
1.
COMBINATION INLETS TO BE USE
-1
IN ALL ALLEYS WHERE INLETS ME
REQUIRED.
A
3.
ALL UPS AND OF
BARS SIAAL
REINFORCING 9HES BE
SBBPA ON
BARDIAMETERS
ERS
ERWISVNLESS
NOTEOOTHERWISE.
I
TACNWELOGRATESINPIACE.
4.
PIPEMAYSEPUCEDWPNYWALL
BUT SHNLNOTEN ANY
CORNER OR BOTTOM.
S
ALL CAST IRON FITTINGS PULL BE DOMEMC.
PLAN
1VBcu ALFOtuL
BIIUIION IRONw
COAIWLETS
5'-RY'
g- 7-1 s'-1
-
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-BARS 'IC IY O.0 SPAS'A-
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qs- -„4V FT
0 0
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A•
.
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\
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SECTION A
BMS'Xlzo.c ePxs-A•
SECTION B
I�RTE.
STANDARD CONSTRUCTION DETAILS
_
COMBINATION INLET
STORM DRAINAGE
CITY OF ALLEN
TWO GRATE INLET
DATE.
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERIN G
JULY 1991
AUG. ID08
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COMBINATION
INLET
STORM
DRAINAGE
CITY OF ALLEN
THREE
GRATE INLET
DEPARTMENT OF ENGINEERING
DATE:
JULY 1991
REV DATE:
AUG. 2M
SHEET:
SD -019
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COMBINATION INLET
sroE
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CITY OF ALLEN
FOUR GRATE INLET
DEPARTMENT OF ENGINEERING
DATE:
JULY 1991
REV DATE:
AUG. 2008
SHEET:
SD-D20
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STCON DRAINAGE
CITY OF ALLEN
TWO GRATE INLET
DERARTMENT OF ENGINEERING
DATE:
JULY16S1
REV DATE:
AUG. 2006
SHEET:
SD-D21
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_ STORM DRAINAGE
CITY OF ALLEN THREE GRATE INLET
DEPARTMENT OF ENGINEERING DATE: AUG. I SHEET:
JULY 1891 UO. 2008 SD -D22
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STORK DRAINAGE
CITY OF ALLEN FOUR GRATE INLET
DEPARTMENT OF ENGINEERING DATE: REV DATESHEET:
JULY 1991 AUG. 3006 SD -023
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STORM DRAINAGE
CITY OF ALLEN
SIX GRATE
INLET
DEPARTMENT OF ENGINEERING
DATE:
REV DATE:
SHEET:
JULY 1991
AUG. 2008
SD -D24
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STANDARD CONSTRUCTION DETAILS
_
GRATE DETAIL
STORM
DRAINAGE
CITY OF ALLEN
STANDARD DROP INLET
DATE:
E:
SHEET:
DEPARTMENT OF ENGINEERING
JULY 1981
AUG.
AUG. 2006
SPD25
IX a0 j �WI
' vv i
TYPEI-NATURAL
EGIE N.T.S.
-SEE PILOT CHANNEL DETAIL
TYPE II - UNLINED WITH LINED PILOT CHANNEL
9C.LLE N.T.S.
�B-
d4T1,L.Iq:IH9:
RECOMMENDED
I& LIN. � — SFT.
113 BARS O C.
BOTHWAYSYS1'X 1'GRAVEL
I
CONTINUOUS
GENERAL NOTES FOR OPEN CHANNELS
1. CONSTRUCTION JOIONT SHOWN FOR CONVENIENCE ONLY.
MONOLRHIC CONSTRUCTION MAYBE USED.
PILOT CHANNEL DETAIL 2. ALL VISIBLE SURFACES SHALL BE TROWEL FINISH
so.— N.T.S
3. ALL REINFORCING STEEL SHALL BE M' DIAMETER AND
SPACED 12' C TO C BOTH WAYS UNLESS OTHERWISE SPECIFIED.
ye.
0. TYPE I CHANNEL, A NATURAL CHANNEL, IS SHOWN FOR
.t. LOCATION OF AOJUSCENT STREETS.
O` - 5. IF WOOD FORMS ARE USED WITH CONSTRUCTION JOINT, THEY SHALL BE
TWO, 2' X 4' AND SHALL NOT BE REMOVED UNTIL CONCRETE ON SLOPES
•T IS READY TO BE PLACED.
CONTINUOUS 0. ALL CONCRETE IN LINED CHANNEL SHALL BE CLASS'A'
T. FLAT BOTTOM TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS LESS THAN 12'.
ALTERNATE EDGE
y y B. 34' CHAMPER ON ALL CONCRETE CORNERS.
0. GRASS COVER REQUIRED FOR ALL SLOPES 3:1 OR FLATTER CONCRETE
RIP -RAP REQUIRED ON SLOPES STEEPER THAN 3:1.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TYPE I & TYPE II
CHANNEL SECTION
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
DATE: REV DATE: SHEET:
JULY1991 I AUG 20W I SD4J020
4- RECOMMENDED
N
3:1 MAR
4:1 RECOMENDED
SPACED Jr C -C.
NL
DESIGN
NO V -INVERT IF
BOTTOMWIDTH
iS OR LESS
CHANNEL SECTION
Irk
SLEEVE FOR DOWEL SHALL
HAVE AN INSIDE DIAMETER
... 9- AND SHALL BE W LONG.
NATURAL GROUND ELE.
CORE DRILL OR FORM WEEP HOLES
EXTEND GRAVEL TO WEEP HOLES.
SHALL SERVE AS DOWELS. DOWEL:
SHALL BE ASPHALT COATED 12' ON
THE FREE END,
TRANSVERSE EXPANSION JOINT
SETE.
3ENERAL NOTES FOR OPEN CHANNELS
1. CONSTRUCTION MONT SHOWN FOR CONVENIENCE ONLY. MONOLITHIC
CONSTRUCTION MAYBE USED.
2. ALL VISIBLE SURFACES SHALL BE TROWEL FINISH.
3. ALL REINFORCING STEEL SHALL BE M' DIAMETER AND SPACED 12' C TOC
BOTH WAYS UNLESS OTHERWISE SPECIFIED.
4. IF MOOD FORMS ARE USED WITH CONSTRUCTION JOINT. THEY SHALL BE
TWO, 2' X 4• AND SHALL NOT BE REMOVED UNTIL CONCRETE ON SLOPES
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TYPE III NORMAL
CHANNEL SECTION
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
DATE: REV DATE: SHEET:
JULY 1991 I AUG.2. SPD827
IS READY TO BE PALCED.
1nrz•
r 5.
ALL CONCRETE IN LINED CHANNEL SHALL BE CLASS•A•
h
8.
FLAT BOTTOM TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS LEW THAN 1Y.
T.
8.
W/ CHAMPER ON ALL CONCRETE CORNERS.
8.
GRASS COVER REWIRED FOR ALL SLOPES 31 OR FLATTER. CONCRETE RIP -RAP
REQUIRED ON SLOPES STEEPER THAN 3:1.
CONSTRUCTION JOI NyT (OPTIONAL)
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TYPE III NORMAL
CHANNEL SECTION
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
DATE: REV DATE: SHEET:
JULY 1991 I AUG.2. SPD827
TO HAVE ADEQUATE
SION PROTECTION
FORMULA!- 0.37 VD
APRON (FT), V=OUTLET VELOCITY FLOW (FPS),
2-5 FPS SOD PROTECTION AT THE OUTLET.
5-8 FPS DRY RIP~ (TYPE B, REM # 803.3 NCTODG)
8-11 FPS DRY RIP -RAP (TYPE B. REM # 803.3 NCTCOG)
11-18 FPS GROUTED RIP -RAP (TYPE B, REM # 803.3 NCTCOG)
>18 FPS ADEQUATE ENERGY DISSIPATERS
BARS SHALL BE #3 BARS ON 18' CC EACH WAY
REINFORCING BARS
SHALL BE #3 BARS
18" C -C EACH WAY
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
ROCK OR CONCRETE
RUBBLE (MIN. 31 AS
REQUIRED FOR EROSION
F
SLOPE 3:1
0 BARS
SECTION A
3ES�RT.S.
TYPE "A" HEADWALL
FOR FURTHER INFORMATION,I
SEE TXDOT DETAILS
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
DATE: REV DATE: I SHEET:
MN 1888 AUG. ]008 SD -D28
AlfROCK OR CONCRETE
RUBBLE IM IN. 3'I AS W"
REOUIREDFOREROSION
SLOPE 3:1
PES X EMWALIe IEF➢ TO NAPE AOE W M,E ERp31CN
USEFMMAF.Lb.])Y➢
AFRox IF,A N4V REi S�Loun aav IFP31, omuLt rER aF
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RENFURCII%19W981NLL BE N POPB W If GC EAp WAY
"I'lN
PLAN
E--------- 7Ti
,'CHAMFER
_ p
O
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I 1
FRONT VIEW
SIDE VIEW �
ID�iLR.
FOR FURTHER INFORMATION,
SEE T,IDOT DETAILS
ARMSTANDARD CONSTRUCTION DETAILS
BRIDGE
CITY OF ALLEN TYPE"B"HEADWALL
DEPMTMENT OF ENGINEERING DATE: REV DATE: SHEET:
JAN Im AUG.2 SD-DN
OUTLET FROM PIPES HEADWALLS NEED TO HAVE ADEQUATE
EROSION PROTECTION
USE FORMULA L=0.37 VD
L=LENGTH OF APRON (FT), V=OUTLET VELOCITY FLOW (FPS),
D=DIAMETER OF PIPE (FT)
A) 2 - 5 FPS SOD PROTECTION AT THE OUTLET.
8) 5 - 8 FPS DRY RIP -RAP (TYPE B, ITEM # 803.3 NCTCOG)
C) 8 -11 FPS DRY RIP -RAP (TYPE B, ITEM # 803.3 NCTCOG)
D) 11 -18 FPS GROUTED RIP -RAP (TYPE B, ITEM # 803.3 NCTCOG)
E) >18 FPS ADEQUATE ENERGY DISSIPATERS
REINFORCING BARS SHALL BE #3 BARS ON 18' CC EACH WAY
r --------------Tr---,
L_
r -
L
r I
I I
CHANNEL SLOPE 3:1 MAX. REINFORCING SHALL BE #3
@18'C-0EACHWAY —
PLAN
I
R.C.P.
ROCK OR CONCRETE
RUBBLE(MINZ)AS
REQUIRED FOR
EROSION CONTROL
CREEK OR CHANNEL
MIN. BELOW FL PIPE
12' CHAMPER
MIN. BELOW
OF PIPE
SECTION A
ALL CONCRETE SWILL BE CLASS'A'
rOa Nr..
STANDARD CONSTRUCTION DETAILS
_
BRIDGE
CITY OF ALLEN
TYPE"C"HEADWALL
DEPARTMENT OF ENGINEERING
DATE:
REV DATE:
SHEET:
JAN 1988
AUG. 2006
SD -D30
4 a 0•
14
r
6. PSI
NCR
CONCRETE
PAVEMENT
INSTALL-1 -3• GRAVEL A '
WITH FILTER FABRIC
FILTER FABRIC
COMPACTED BACK FILL :1J BARS
24'O.C.E.W.
CONIC. FLUME (CURBS REQUIRED AT CULVERT OUTFALL)'
DETENTION POND
W 2W Z'-r KY-0' X WW STEEL
61cumY-0• CHECKERED THREAD PALTE
GALVMUMD COATED
(1VP11Y EXPANSION Y-K2•ANCHOR
O.C. JOINT BOLT(4 REOD.)
8. 3800 PSI PROPOSED
CONCRETE SIDEWALK
p3 WO. ®1r
CONIC. FLUME IN THE BACK OF LOTS' o.c.E.w.
CONIC. FLUME WITH GRATE COVER'
morn n HEIGHT TOCOVER 30'
RCP PIPE ANO FIT WITHIN
HEAUNA L DIMENSIONS
VP GALVANIZED
STEEL PLATE
BOLT PLATE TO OUTSIDE WALL FACE
OF THE PROPOSED HEADWALL WITH
19Y3' LONG STARM-ESS STEEL
BOLTS AT EACN CORNER OFPLATE
1H•THICKGLLVNNIZED STEEL PLATE
TO COVER WIDTH OF PIPE ASSHWM.
K /
BASE OF HEADWALL
4%W STNN ESS STEEL BOLTS
RESTRICTOR PLATE DETAIL
'FOR ALL FLUMES THE MINIMUM SLOPE WILL BE 0.75%
�=
STANDARD CONSTRUCTION DETAILS
STORM DRAINAGE
CITY OF ALLEN
rSTORMRELATED FLUMES
DEPARTMENT OF ENGINEERING
DATE:
REV DATE:
I SHEET:
AUG. 2003
AUG. 2006
SP031
I
1
STANDARD
CONSTRUCTION
DETAILS
EROSION CONTROL
REVISED - AUG. 2006
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
NOTES: STORM WATER POLLUTION PLAN
1. All operators and/or contractors shall conform to the terms and conditions of the
Texas Commision on Environmental Quality (TCEO), TPDES General Permit No.
TXR 150000 Issued and Dated March 5, 2003.
2. The Notice of Intent (NOI), as required by the General Permit, must be properly
displayed on site at all times by each operator.
3. All releases of the reportable quantities of hazardous substances shall be reported
immediately to the facility operator, EPA, and TCEQ.
4. Qualified operator personnel must inspect the site at least once every 14 days and 24 hours
of a storm event at 0.5 inches or greater. As an alternative, an inspection can be conducted
once every seven (7) calendar days on a defined day. A decision on which method to use
must be decided before work begins and must be followed throughout the project.
5. Modifications to the Storm Water Pollution Prevention Plan shall be Implemented and be
in-place within a Seven calendar day period.
6. If any contractor sees a violation by an operator or another cordmictor,thal operator or contractor in violation shall be noted
as well as the facility operator.
7. Erosion control shall be installed prior to grading.
8. Accumulated silt deposits shall be removed from silt fences and hay bale dikes when silt depth reaches six Inches or capacity
has been reduced by 50%, whichever occures first. Removal of silt deposits by the contractor shall be incidental to the
performance of the contract and a separate bid item shall not be included.
9. The contractor shall add or delete erosion protection at the request and direction of the Operator of the city.
10. After installation of pavement, final lot benching and general cleanup, the paving Contractor shall establish grass groundcover
in all street parkways,lot and all other disturbed areas. Sodding shall be done as specified by Section 202.5 and seeding as
specified by Section 200.6 of the October 2004 or Latest edition of NCTCOG Standard Specification.
11. It shall be the contractor's responsibility to control and limit sill and sediment leaving the site. Specifically, the contractor shall
protect all public streets, alleys, streams and storm drainage systems from erosion deposits.
12. It shall be the contractors responsibility to provide a dumpster (or equal) to tolled solid waste materials during construction.
13. A drainage area map will be included with the Storm Sewer Pollution Plan.
14. It is anticipated that the following non -storm water discharges will be associated with this project. These discharges are
authorized through the construction general permit.
A Fire hydrant flushing
S. Discharge from Firefighting activities
C. Potable water sources including waterline gushing
D. Water used to control dust
E. Uncontamianted ground water
F. Air Conditioning condensate
G. Vehicle, external building and pavement wash water where detergent and soaps are not used and where spills of
toxic or hazardous malerilas have not occured and the purpose is to remove mud, dirt or dust.
15. Construction waste disposal containers shall be provided on the site for disposal of all non -hazardous construction waste
materials. The containers shall be hauled to landfill by the Contractor.
16. All hazardous materials shall be handled and disposed of by the Contractor In accordance with Federal, State and Local
regulations.
�= STANDARD CONSTRUCTION DETAILS
STORM WATER POLLUTION PLAN EROSION CONTROL
CITY OF ALLEN NOTES
DEPARTMENT OF ENGINEERING DATE: REV DATE: SNEET:
JULYMM I AUG. 2006 1 SD -EMI
NOTES: SILT FENCE
1. Posts which support the silt fence shall be installed on a slight angle
toward the anticipated runoff source. The post must be embedded a minimum
of 18 inches.
2. The toe of the silt fence shall be trenched in with a spade or mechanical
trencher, so that the downslope face of the trench is flat and
perpendicular to the line of flow. Where fence cannot be trenched in
(e.g. pavement), weight fabric flap with washed grave on the uphill side to
prevent flow under fence.
3. The trench must be a minimum of 6 inches deep and 6 inches wide to
allow for the silt fence fabric to be laid in the ground and backfilled with
compacted material.
4. Silt fence shall be securely fastened to each support post or to woven wire,
which is in turn attached to the support post. There shall be a 6 inch double
overlap, securely fastened where ends of fabric meet.
5. Inspection shall be made daily or after each rainfall. Repair or
replacement shall be made promptly as needed.
6. Silt fence shall be removed when the site is completely stabilized so as
not to block or impede storm flow or drainage.
7. Accumalated silt shall be removed when it reached a depth of 3 inches. The
silt shall be disposed of at an approved site and in such a manner as to
not contribute to aditional siltation.
STANDARD CONSTRUCTION DETAILS
_
SILT FENCE
EROSION CONTROL
CITY OF ALLEN
NOTES
DEPARTMENT OF ENGINEERING
Dnre:
REV DATE :
1
sneer:
I
JULY 2003
AUG. 2006
SD-ECO2
NOTE:
NOT TO BE USED ON PUBLIC ROADWAY
OPENING ABOVE GRAVEI
RUNOFF WATFc_ GRAVE.
BLOCK
SCREEN
'NCRETE BLOCK
'ILTER FILTERED INLET BOX
WATER
SECTION A
SCALE N.T.S.
SEDIMENT BARRIER AT INLETS
•P2 INLET FILTERS REQUIRED WHEN STREET IS OPEN TO VEHICULAR TRAFFIC
SEDIMENT BARRIERS NOT ALLOWED ON OPEN THOROUGHFARES.
AR= STANDARD CONSTRUCTION DETAILS
SEDIMENT BARRIER AT INLETS ED CONSTRUCTION
CITY OF ALLEN (AFTER PAVEMENT
CONSTRUCTION DATE: REV DATE: SHEET:
'ARIMENT aF ENGINEERING MAY 2005 AUG. N SD CO3
TYPE P2 FILTER
' I •. I •F Z (DEPENDING ON THE IPNGH OF INLET)
PLAN
SCALE N.T.S.
SECTION A
SCALE N.T.S.
ENLARGED DETAIL
SCALE N.T.S.
SPECIFICATION :
INSERTCHAMBER
WIDTH 1f'
LENGTH 11'
HEIGHT W
MURATION SURFACE AREA &W..
P-2 INLET FILTERS AFTER PAVEMENT CONSTRUCTION
'P2 INLET FILTERS REQUIRED WHEN STREET IS OPEN TO VEHICULAR TRAFFIC.
FOR PRODUCT DETAIL CALL SNEIDER at 214-707-6956.
NOTE:
1. BASKETS SHALL BE LINED WITH FILTER FABRIC AND CLEANEDIMAINTAINED
BY CONTRACTOR ON A REGULAR BASIS.
2. P2 FILTERS ARE TO BE REMOVED BY CONTRACTOR WITH ALL EROSION CONTROL
(BMPs) AT COMPLETION OF PROJECT.
�= STANDARD DCO COSTRUCTION DETAILS
TYPE P-2 INLET FILTERS EROSION S CONTROL
CITY OF ALLEN AFTER PAVEMENT
DEFARTMENF OF ENGINEERING CONSTRUCTION DATE: REV DATE: SHEET:
MAY 2005 1 MAY 2013 I SD EOX
W (1.2 m) MIN. STEEL OR WOOD POSTS SPACED
AT S 0.8 m) TO 8'(2.4 .) SOFTWOOD POSTS
SHALL BE 3' (T.8.) MIN. IN. DIA OR NOMINAL
21A'(5.1 m x 10.2=n HAROWDOD POSTS
SHALL HAVE A MIN. CROSS SECTION OF 1511.5
(3.8. x 3.8.).
FLO'
ATTACHEDTHE
FABRIC USING
SPACED STA
LOCKING PLA:
FOR WOODEN PG
MAX. SPACING OF B' (15.2.).
USE LOCKING PLASTIC TIES SILT FENCE
OR SEWN VERTICAL POCKETS
FOR STEEL POSTS
AT SAME SPACING.
Y
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SECTION A
gmzr ----- TT
(SEE NOTES CITY OF ALLEN SPECIFICATIONS SD.ECO2)
7..❑. ...: GRASS 500
M
DROP INLET PROTECTION (TYP)
IE TO PREVENT
RUNOFFFROM
LEAVING SITE
TEMPORARY STONE
CONSTRUCTION ENTRANCE / EXIT
' STORM WATER PLAN APPLICABLE FOR ALL CIVIL ENGINEERING CONSTRUCTION
STANDARD CONSTRUCTION DETAILS
_ STORM WATER POLLUTION PLAN EROSION CONTROL
CITY OF ALLEN DETAILS DATE: REVDATE I SHEET:
DEPARTMENT OF ENGINEERING MAY 2005 AUG. 2008 SD£CUS
4
d
° °
PAVED STREET
n
a n a
a a
a
a
°
BACK OF CURB LINE
SILT FENCE TO BE ON OR
ABOUT THE STREET'S AND
ALLEY'S RIGHT OF WAY
LINES AS REQUIRED
CONSTRUCTION SITE
WINDSCREEN TO BE ON THE
INSIDE OF BOTH SIDE PROPERTY
LINES. THE BUILDING INSPECTOR
MAY REQUIRE ADDITIONAL
EROSION CONTROL AND/OR TRASH
CONTAINMENT MEASURES IF
NECESSARY.
PAVED ALLEY °
°
a °
®
CURLEX OR EQUAL GROUND COVER
W HIGH WINDSCREEN FENCE
7 HIGH SILT FENCE (WHERE REQUIRED BY SLOPE CONDITIONS)
STANDARDONCONSTRUCTIONDETMLS
�=
DEBRIS CONTAINMENT
ER
EROSION CONTROL
CITY OF ALLEN
FOR RESIDENTIAL &
DEPARTMENT OF ENGINEERING
COMMERCIAL LOTS
DATE:
REV DATE:
SHEET:
APRIL 2003
AUG. 2008
I SD CD8
CURB
PROTECTION
PAVED STREETS GRADE TO DRAIN
20'
CONCRETE WASHOUT AREA AWAY FROM STREET
BUILDERS NAME
TEMPORARY SIGNAGE
GRAVEL DRIVE I I
(SIZE 3'5') I
SURFACE(8- THICK) p
� I
a c c
FILTER FABRIC
AT BOTTOM
I Q I
1 ` a /
I I
- PROPERTY LINE
a7 a
WASHOUT
PERIMETER PAVED ALLEY PIT AREA (1'-2'DEPTH)
SILT FENCE
1. Necessary compliance with EPA requirements will require each builder to
direct transit ready-mix concrete trucks to a designated wash out area.
2. This area will be centrally located building lot that is owned, maintained,
and returned back to building pad state after subdivision is built out.
3. Waste from the site will require legal disposal.
4. It is the building contractors responsibility to direct the concrete drivers
to the designated wash out area for the referenced subdivision.
11MDESIGNATED WASHOUT PIT STANDARD CONSTRUCTION DETAILS
EROSION CONTROL
CITY OF ALLEN FOR RESIDENTIAL LOTS
GATE: REV DATE SHEET:
DEPARTMENT OF ENGINEERING AUG. 2x03 AUG. 2006 1 SP CR
I
I
1
STANDARD
CONSTRUCTION
DETAILS
RESIDENTIAL LOT
DRAINAGE REQUIREMENT
REVISED - AUG. 2006
1 1 '
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
' a
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0.25' ---
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CROSS SECTION
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1
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SIDE YARD OR BACK YARD
0
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SIDE SWALE
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(MIN.)
CROSS SECTION
ALL HOUSE
DRAINAGE EASEMENTS ARE TO BE PRIVATELY MAINTAINED.
OPTION FOR
LOT TO LOT DRAINAGE
IF APPROVED BY
ENGINEER.
MINIMUM OF
1% SLOPE ALONG THE
LENGTH OF THE
SIDE YARD OR BACK YARD
•r,
�= STANDARD CONSTRUCTION DETALS
RESIDENTIAL LOT DRAINAGE REDUIREMEN7
CITY OF ALLEN LOT GRADING TYPE "A"
DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING I MAY 2005 AUG. 2006 SD-RLD1
a
0
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SIDE SL
PE
TO BE PRIVATELY MAINTAINED.
SIC,
APPROVED BY ENGINEER.
MINIMUM OF 1% SLOPE ALONG THE LENGTH OF THE SIDE YARD
OR BACK YARD.
STANDARD CONSTRUCTION DETAILS
Ilk
n=
"�•
RESIDENTIAL LOT REQUIREMENT
SIDE SWAL
CITY OF ALLEN
LOT
GRADING TYPE "B"
�A
a
0
DEPARTMENT OF ENGINEERING
°
N \_
I REV DATE:
I SHEEP:
MAY 2005
0
0
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y
SIDE SWALE
RETAINING
WALLF MIN.)
0.25
(MIN.) �— 1.6' �� 1.6' CROSS SECTION
+ ALL HOUSE DRAINAGE EASEMENTS ARE
TO BE PRIVATELY MAINTAINED.
OPTION FOR LOT TO LOT DRAINAGE IF
APPROVED BY ENGINEER.
MINIMUM OF 1% SLOPE ALONG THE LENGTH OF THE SIDE YARD
OR BACK YARD.
STANDARD CONSTRUCTION DETAILS
'
n=
RESIDENTIAL LOT REQUIREMENT
CITY OF ALLEN
LOT
GRADING TYPE "B"
DEPARTMENT OF ENGINEERING
DATE:
I REV DATE:
I SHEEP:
MAY 2005
AUG. 2006
SD-RL02
u
l�
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S10=LE \�
RETAINING
WALL
0.25'T I ---
(MIN.) f— 3 3 —•.1
CROSS SECTION
s ALL HOUSE DRAINAGE EASEMENTS ARE TO BE PRIVATELY MAINTAINED.
OPTION FOR LOT TO LOT DRAINAGE IF APPROVED BY ENGINEER.
MINIMUM OF 1% SLOPE ALONG THE LENGTH OF THE SIDE YARD
CITY OF ALLEN LOT GRADING TYPE "C"
DEPARTMENT Of ENGINEERING
OR BACK YARD.
STANDARD CONSTRUCTION DETAILS
RESIDENTNL LOT REQUIREMENT
MAY
DATE.
005 AUG. 2006 I SOE RL03
I
0
CSC
CITY OF ALIEN
DEPARTMENT OF ENGINEERING
�Dn
I 0 i
STANDARD CONSTRUCTION DETAILS
RESIDENTIAL LOT GRING REQUIREMENT
LOT GRADING TYPE "D" AD
DATE: REV DATE: I SHEET:
MAY2W5 I AUG. 2D08 SDRLOJ
INS
Jimf
i
CITY OF
mm
1
STANDARD
CONSTRUCTION
DETAILS
SANITARY SEWER
REVISED MAY 2010
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
1
TABLE OF CONTENTS
SANIfTA(�Y SEWEf� DE'TAPLS
GENERAL NOTES............................................................
SD-SS01
EMBEDMENT DETAILS ......................................................
SD-SS02
EMBEDMENT DETAILS ..... . .... ......................................
SD-SS03
TWO-WAY CLEANOUT - EXISTING LATERAL . ....... ...................
SD-SS04
TWO-WAY CLEANOUT- NEW CONSTRUCTION ...................
SD-SS05
TYPICAL SEWER HOUSE SERVICE CONNECTION ........................
SD-SSO6
STANDARD CLEANOUT .....................................................
SD-SS07
CAST -IN-PLACE MANHOLE .................................................
SD-SSO8
TYPE "S" MANHOLE, CAST IN PLACE ... ......................
...... SD-SS09
KEYWAY WITH WATER STOP ...............................................
SD-SS10
PRECAST CONCRETE PIPE MANHOLE, ALTERNATE "A" ..................
SD-SS11
PRECAST CONCRETE PIPE MANHOLE, ALTERNATE "B" ..................
SD-SS12
PRECAST CONCRETE FLAT TOP MANHOLE ...............................
SD-SS13
CAST IRON GRATE AND FRAME ...........................................
SD-SS14
MANHOLE DROP CONNECTION ..... _..... ...... ................
SD-SS15
INTERIOR DROP MANHOLE DETAIL ........................................
SD-SS16
PRESSURE TYPE MANHOLE FRAME AND COVER .........................
SD-SS17
ARIAL CROSSING .................................... ..................
... SD-SS18
PIER CAP & CONCRETE COLLAR ..........................................
SD-SS19
GENERAL NOTES
1. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SDR -35 PIPE. OTHER PIPES SHALL
BE SUBJECT TO APPROVAL BY THE CITY ENGINEER.
2. SANITARY SEWER LATERALS SHALL INCLUDE 4" TEE WYE BEND, PIPE
INSTALLED 10 FEET DOWNSTREAM FROM THE WATER
MAIN SERVICE ON EACH LOT, UNLESS OTHERWISE INDICATED ON THE PLANS. 6"
LATERALS REQUIRE MANHOLE AT MAIN SEWER PIPE.
3. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO ASTM DESIGNATIONS FOR
P.V.C. PIPE.
4. UNLESS OTHERWISE NOTED, ALL MATERIAL AND CONSTRUCTION SHALL CONFORM
TO THE STANDARD SPECIFICATION AND/OR SPECIAL PROVISIONS.
5. IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF ALLEN SPECIFICATIONS,
THE CITY ENGINEERS'S DECISION SHALL APPLY.
6. DROP MANHOLE REQUIRED FOR GRADE DIFFERENCES OF 18" OR GREATER.
7. TV CAMERA, MANDREL, AIR TEST AND VACUUM TEST SANITARY
SEWER LINE/MANHOLE AFTER ALL UTILITIES HAVE BEEN INSTALLED.
8. SANITARY SEWER LINE WILL BE RE -AIR TESTED AFTER PAVING
AND ALL UTILITIES HAVE BEEN INSTALLED.
9. TWENTY ONE (21) MONTHS INTO MAINTENANCE PERIOD, ALL SANITARY SEWER
LINES WILL BE CAMERA INSPECTED FOR SAGS, SETTLEMENTS, SEPARATION, ETC,.
10. SHALLOWER PARALLEL LINE REQUIRED WHEN FLOW LINE
OF SANITARY SEWER EXCEEDS 12 FT. DEPTH. VERTICAL
DROP CONNECTIONS NOT PERMITTED.
�= STANDARD CONSTRUCTION DETAILS
SANITARY SEWER
CITY OF ALLEN GENERAL NOTES
DEPARTMENT OF ENGINEERING DATE: REV DATE: I SHEET:
MAY 101 AUG. 2006 SD l
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_
SANITARY SEWER
CITY OF ALLEN
EMBEDMENT DETAILS
DEPARTMENT OF ENGINEERING
DATE:
REV DATE
SHEET:
MAY 1991
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UCTIO
SANRARVSEWER
CITY OF ALLEN
EMBEDMENT DETAILS
DEPARTMENT OF ENDINEERINGDATE:
MAV 1881
REV DATE:
AUG ]DOS
SHEET:
SDSS03
I
1
TWO-WAY CLEANOUT AT PROPERTY LINE
NOTE:
1. NO RISER OR CAPS WILL BE ACCEPTED IN THE
SIDEWALK.
2. ALL CLEAN-OUT CAPS MUST BE FLUSH WITH FINISHED
GRADE AND USE CAPS WITH RECESSED NUT. FINISHED
PRODUCT SHALL BE MOWABLE.
STANDARD CONSTRUCTION DETAILS
TWO-WAY CLEANOUT I
SANITARY SEWER
CITY OF ALLEN FOR EXISTING LATERAL DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAY 1981 1 FEB. M10 I SD- Sw
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SANRARY SEWER
MAY QN | & 1
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SECTION A -A
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SEWER LATERA
AT 1% MIN. SLOPE
SECTION B -B
SCPLE N!5
TYPICAL SEWER
HOUSE SERVICE CONNECTION
STANDARD CONSTRUCTION DETAILS
ARMI
SANUARY SEWER
TYPICAL SEWER
CITY OF ALLEN
HOUSE SERVICE CONNECTION
DATE:
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERING
MAY 1981
1 JAN.2010
1 SD -5508
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STANDARD CLEANOUT
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
DATE:
MAY I.l
REV DATE:
I AUG.2
I SHEET:
SO-SS07
STUBOUTST
OF S LONG'
CRADLE UNDER
FRAME AND COVER
OR APPROVED EEDEQUAJOUKR
.
STANDARD CAST -IN-PLACE MANHOLE
RINGS
1 GRADE)
NOTE:
CAST -IN-PLACE NOTES:
IF FALSE MANHOLE BOTTOMS ME REQUIRED,
THEY SHALL BE 1. KEYWAYS REQUIRED FOR KL CONSTRUCTION JOINTS.
CONSTRUCTED, INSTALLED AND REMOVED.
2 P.V.C. WATER STOP REQUIRED FOR ALL JOINTS IN LOWER *-0 OF MMHOLES
A CONCRETE SHALL BE 4O P.S.I.
<. ALL MANHOLES SMALL PASS VACUUM TEST AS PER NCTCOG SPECIFICATIONS
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER
CAST -IN-PLACE MANHOLE
CITY OF ALLEN
DATE:
REV DATE:
1
SHEET:
1
DEPARTMENT OF ENGINEERING
DEC 1992
MAY 2010
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DEPARTMENT OF ENGINEERING
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WATERSTOP AT ALL
CONSTRUCTION JOINTS.
KEYWAY WITH WATERSTOP
JI_
STANDARD CONSTRUCTION DETAILS
_
SANITARY SEWER
KEYWAY WITH WATERSTOP
CITY OF ALLEN
DATE:
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERING
MAV 1991
AUG. M)
SDSS10
S' X 30' DIA PRECAST REINFORCED
CONCRETE GRADE RINGS (SET IN
MORTAR BED AND BRING TO GRADE)
RINGS 10' MAX.
0
CONCENTRIC MANHOLE
DONE. SEE NOTE FOR
LARGERTHAN48'DIA
JOINT WITH NEOPRENE
'O' RING GASKET
AND MASTIC
I
REINFORCED CONCRETE PIPE
C-78. CLASS III WITH
RUBBER GASKET JOINT.
I
1- GROUT SPACEFILL
WITH CEMENT MORTAR I
OR MASTIC MATERIAL.
36W'COUPLING WITH ORING
RUBBERGASKETWITH___ _________________________P.V.C. PIPE.
PIPE
VARA
STUBO TO PL OR ESMT
(MI S' WITH /
(MIN, LONG) i
CONCRETE CRADLE UNDER i
ENTIRE LENGTH. N ,
CAST IRON MANHOLE FRAME AND COVER
SUITABLE FOR HEAVY TRAFFIC (SEE COA
DETAIL SDSS14
PRECAST CONCRETE PIPE MANHOLE
ALTERNATE "A"
NOTE:
IN FALSE MANHOLE BOTTOMS
REQUIRED, THEY SHALL BE
CONSTRUCTED, INSTALLED
AND REMOVED.
ALL MANHOLES SHALL PASS VACUUM TEST AS PER NCTCOG SPECIFICATIONS
NOTE A
MANHOLE DIAMETER LARGER THAN
40' I.D. PRECAST FLAT TOP
MANHOLE COVER AS PER ASTM N78
SHALL BE INSTALLED. FOR HEAVY
TRAFFIC SPECIAL DESIGN REQUIRED.
SEE DETAIL.
REFER TO NCTCOG SPECIFICATIONS
(LATEST EDITION) FOR:
1. CONCRETE CLASS
2. CONCRETE PIPE MATERIAL.
3. MANHOLE MATERIAL.
4. RUBBER GASKET JOINT.
BOTTOM SECTION OF MANHOLE
IN LENGTHS OF ONE (1), TWO (2)
OR THREE (3) FEET, TO BE SET
ON1.OF LEVEL GROUT.
CLASS 'F' CONCRETE BASE
I
STANDARD CONSTSANITARY
UCTIONSEWER DETAILS
_ PRECAST CONCRETE SANITARY SEWER
CITY OF ALLEN PIPE MANHOLE
DEPARTMENT OF ENGINEERING ALTERNATE"A" DATE: REV DATE' SHEET:
DEC1082 REV DA E SHEET
STANDARD CAST IRON MANHOLE
FRAME AND COVER
SEE COA DETAIL SMS14
USE PRECAST CONCRETE GRADE
RINGS TO RAISE TO GRADE V MIN.
18' MAX, AS PER NCTCOG SPECIFICATION
SECTION W2.1.2.1
NEOPRENE'Of NG'
GASKET AND MASTIC.1
NOTE A
MANHOLE DIAMETER LARGER
THAN 48' I.D. PRECAST
FLAT TOP MANHOLE COVER
AS PER ASTM 0478 SHALL
BE INSTALLED. FOR HEAVY
TRAFFIC SPECIAL DESIGN
REQUIRED, SEE DETAIL.
REFER TO NCTCOG SPECIFICATION
(LATEST EDITION) FOR:
1. CONCRETE CLASS.
2. CONCRETE PIPE MATERIAL.
3. MANHOLE MATERIAL.
4. RUBBER GASKET JOINT.
KOR-NSEAL, OR APPROVED
EOAUL. VOIDS TO BE GROUTED
8' TO 18- PRESS -SEAL OR
APPROVED EQUAL. CONN.
OVER 18'.
EMBEDMENT AS SPECIFIED
BY STANDARD DETAILS.
KOR-NSEAL, OR APPROVED
EQUAL. VOIDS TO BE GROUTED
A
STONE CUSHION FOUNDATION / GEOTEXTILE MATERULL,
AS PER NCTCOG SPECIFICATIONS J AS PER NCTCOG SPECIFICATION
SECTION 504.32 SECTION 803.4
PRECAST CONCRETE MANHOLE
NOTE: ALTERNATE "B"
IF FALSE MANHOLE BOTTOMS REQUIRED.
THEY SHALL BE CONSTRUCTED, INSTALLED
AND REMOVED.
ALL MANHOLES SHALL PASS VACUUM TEST
AS PER NCTCOG SPECIFICATIONS
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
J,
PRECAST CONCRETE
S wN wSEWEN
PIPE MANHOLE
ALTERNATE "B"
DATE:
RETE:
SHEET:
DEC 1992
MAY 2010
50.SS12
CAST IRON FRAME AND COVER FOR MANHOLE
SHALL BE SUITABLE FOR HEAVY TRAFFIC.
SEE COA DETAIL SD -SSU
m m
a
d
a
30" DIA
a
a
BOTTOM SECTION OF RISER
PIPE BUTT AND BELL
REINFORCED CONCRETE PIPE
C-76, CLASS III WITH RUBBER
GASKET JOINT.
a
GROUT SPACE TO BE FILLED °
WITH CEMENT MORTAR OR d
MASTIC MATERIAL. 60' AND 72" DIA
°
CLASS'F" CONCRETE
BASE FOR PRECAST '=¢•
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a a
a
da o
a ° a
d
PRECAST CONCRETE
FLAT TOP MANHOLE
NOTES:
1. IF FALSE MANHOLE BOTTOMS REQUIRED,
THEY SHALL BE CONSTRUCTED, INSTALLED
AND REMOVED.
2. ALL MANHOLES SHALL PASS VACUUM
TEST AS PER NCTCOG SPECIFICATIONS
STANDARD CONSTRUCTION DEVILS
PRECAST CONCRETE
SANRARYSEWER
CITY OF ALLEN
FLAT TOP MANHOLE
DEPARTMENT OF ENGINEERING
DATE:
REV DATE:
SHEET:
DEC 1892
MAY 2010
SDSS13
I
IO�3%0HOLES
2'DIA C
A
PRODUCT NUMBER
NCR09-2064A
SPECIAL FEATURES
SLIP RESISTANT SURFACE
EON LOCK"
BOLTING
GASKET
DESIGNATES MACHINE SURFACE
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
A
LOGO
CAST PICKBARS
SLIP RESISTANT SURFACE
I" FLAT FACE
LETTERING
sr ow
1Yf
0 6T
r
szW
3311Yf
ve•
DIA ow - I
W DIA
m yr ow
W -DIA
SECTION A -A
114•
NOTE! FRAME IS REVERSIBLE
CAN BE INSTALLED AS A
TOP FLANGE UNIT.
DESIGN FEATURES
MATERIALS DESIGN LOAD COATING
COVER—DUCTILE IRON HEAVY DUTY UNDIPPED
ASTM A536
FRAME—GRAY IRON
ASTM A48 CL35B
CAST IRON GRATE AND FRAME
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER
DATE: REV DATE: I SHEET:
MAY 1991 I MAY ]010 SDSS14
STANDARD MANHOLE COVER
CONCRETE GRADE SEECOADETAIL
FINISHGRADE RINGSFORADJUSTMENT SDSS74
18'MAXIMUM.
MINIMUM 3'THICK Y\fie
CONCRETE 3000 P.S.I.
\
i
ENCASE IN CONCRETE
MIN. 6" AROUND DROP
PIPE.
FLUSH WITH INSIDE
FACE OF MANHOLE.
SAME AS MAIN.12'MAX. \� /
TOP OF PIPE ON MAIN ///�\\/�\//
LINE FOR PIPE SMALLER P 7/777
LINE
THAN 24'DIA
MANHOLE DROP CONNECTION
NOTES :
1. BACKFILLAND INVERTTO CITY SPECIFICATIONS.
2. ALL CAST IRON FITTINGS SHALL BE DOMESTIC.
STANDARD CONSTRUCTION DETAILS
_ SANITARY SEWER
CITY OF ALLEN MANHOLE DROP CONNECTION
DEPARTMENT OF ENGINEERING DATE: REV DATE: SHEET:
MAY 1991 MAY 2010 SDSS15
CONCRETE GRADE RINGS STANDARD MANHOLE COVER
FOR ADJUSTMENT 18' MAX SEE COA DETAIL
SDSS14
FINISH GRADE
71
D \'
p/' 30'
z
CUT HOLE IN
TOP OF TEE \
BELLE PIPE
SPIGOTTEE
\ De
VOID UNDER PIPE
\ \\� TO BE COMPACTED
STAINLESS STEEL
EXPANSION BOLTS
ON 12' CENTERS
/\/ r 7
5' (MIN.)
8' (MIN.)
INTERIOR DROP MANHOLE DETAIL
ARM
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER
CITY OF ALLEN INTERIOR DROP MANHOLE DETAIL
DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING JAN 1983 MAY 2010 50.5518
(4) 1" DIA BOLT HOLES
ON A 35Yz' DIA B.C.
(4) SSY,13 BOLTS
WITH Y" STEEL AND
RUBBER WASHERS
LOGO
CAST PICKBARS
RESISTANT SURFACE
1 /T' FLAT FACE
LETTERING
I I 11S'
0 0
3311I18'DIA
Y," NEOPRENE r
GASKET �" 32 va•oIn� I �`
PRODUCT NUMBER
NCR10-9488
SPECIAL FEATURES
SLIP RESISTANT SURFACE
CAST PICKBAR
EON LOCK`'
GASKET
GASKET
q DESIGNATES MACHINE SURFACE
ARM
CITY OF
DEPARTMENT OF ENGINEERING
- 30' DIA
- 32110' DIA
- 3r DIA
SECTION A -A
r
w
NOTE! FRAME IS REVERSIBLE
CAN BE INSTALLED AS A
TOP FLANGE UNIT.
DESIGN FEATURES
MATERIALS DESIGN LOAD COATING
COVER—DUCTILE IRON HEAVY DUTY UNDIPPED
ASTM A536
FRAME—GRAY IRON.
ASTM A48 CL35B
STANGARD CONSTRUCTION DETAILS
PRESSURE TYPE MANHOLE SANITARY SEWER
FRAME AND COVER DATE:REV DATE: SHEET:
MAY 1991 MAY2010 SMS17
ENGINEERING DESIGN SHALL BE SUBMITTED FOR EACH
CROSSING. PIERS SHALL BE PLACED AT MAXIMUM SPAN
DISTANCE AS DICTATED BY DESIGN.
CONCRETE ENCASEMENT -
AERIAL CROSSING NOTE: STEEL PIPE SHALL
PIPE MH TO MH BE JOINT WITH
STEELCOUPLING
STEEL PIPE SHALL BE OF THE TYPE
SHOWN IN THE SPECIFICATIONS. STEEL
PIPE SHALL HAVE THICKNESS REQUIRED 1B' DIAMETER
FOR SIZE AND SPAN WITH MINIMUM
WALL THICKNESS OF M INCHES PIERS MINIMUM
(SEE DETAIL)
PIPE COUPLING SHALL BE PLACED A
MAXIMUM OF 5 FEET FROM CENTERLINE
OF PIERS.
MATERIALS SHALL CONFORM TO THE SPECIAL
PROVISIONS ANDIOR THE STANDARD SPECIFICATIONS.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
ENCASEMENT
PIER PLACEMENT AND SPACING
SHALL BE SUBMITTED TO CITY
FOR APPROVAL.
MANHOLE TO MANHOLE
AERIAL CROSSING DETAIL
.LL EXTEND S FEET
INTO SHALE OR ROCK
STANDARD CONSTRUCTION DETAILS
AERIAL CROSSING SANITARY SEWER
DATE REV DATE: SHEET:
MAY1981 AUG. SD .
_
I
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SANITARY SEWER
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ARM
SANITARY SEWER
PIER CAP &CONCRETE COLLAR
I
CITY OF ALLEN
DATE:REV
DATE:
SHEET:
'ARTMENT OF ENGINEERING
MAV 1881
AUG 2008
SDSS18
r
_
STANDARD CONSTRUCTION DETAILS
ARM
SANITARY SEWER
PIER CAP &CONCRETE COLLAR
I
CITY OF ALLEN
DATE:REV
DATE:
SHEET:
'ARTMENT OF ENGINEERING
MAV 1881
AUG 2008
SDSS18
1
STANDARD
CONSTRUCTION
DETAILS
WAT E R
REVISED - JUNE 2008
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
TABLE OF CONTENTS
WATEf� DETAPLS
GENERAL NOTES..........................................................
SD -W01
TYPICAL LOCATION UTILITIES .............................................
SD -W02
TYPICAL LOCATION UTILITIES ...................................
_ ..... SD -W03
TYPICAL LOCATION OF WATER MAIN AT HIGHWAY .............
_...... . SD -W04
WATER MAIN BACKFILL ...................................................
SD -W05
EMBEDMENT DETAILS ............................... _....................
SD -W06
THRUST BLOCK............................................................
SD -W07
PLUG & TEE THRUST BLOCKS ............................................
SD -W08
CREEK CROSSING . ....................................................
SD -W09
VALVE SETTING & BOX . .... _ _ ......... ...... ...............
.. SD -W10
VALVE BOX WITH EXTENSION .............................................
SD -W11
VALVE EXTENSION.........................................................
SD -W12
AIR & VACUM-AIR RELEASE VALVE INSTALLATION ......................
SD -W13
BUTTERFLY VALVE .... ........ ................... _ ....................
SD -W14
2' BLOW OFF WITH METER BOX .. .... ...... ........ ................
. SD -W15
BLOW OFF VALVE ..........._.............................................
SD-Wi6
FIRE HYDRANT INSTALLATION ............................................
SD -W17
FIRE HYDRANT GUARD POST ................ ............................
SD -W18
FIRE HYDRANT REFLECTOR INSTALLATION ..............................
SD -W19
SERVICE CONNECTION WITH METER BOX....... _.............
_...... SD -W20
SERVICE CONNECTION WITH METER BOX ...............................
SD -W21
REINFORCED CONCRETE CYLINDER PIPE DETAILS .....................
SD -W22
METER VAULT.............................................................
SD -W23
METER VAULT NOTES . .... ........... _...... ...............
.. ...... SD -W24
DOUBLE CHECK VALVE ...................................................
SD -W25
DOUBLE CHECK VAULT ....................................................
SD -W26
TOWNHOME FIRE SERVICE ................................................
SD -W27
GENERALNOTES
POLYVINYL CHLORIDE (P.V.C.) WATER PIPE
1. UNPLASTICIZED POLYVINYL CHLORIDE (P.V.C.) WATER PIPE SHALL MEET OR EXCEED REQUIREMENTS OF AWWA C900.
P.V.C. PIPE WITH CAST IRON OUTSIDE DIMENSIONS, PIPE SHALL BE LISTED BY UNDERWRITERS LABORATORIES AND
SHALL BE APPROVED FOR USE IN CRIES AND TOWNS OF THE STATE OF TEXAS BY THE STATE BOARD INSURANCE.
2. P.V.C. WATER PIPE SHALL BE FURNISED WITH A LOCKE04N OR DUAL-DUROMETER RUBBER RING AT EACH JOINT AND AN INTEGRAL
THICKENED BELL AS A PART OF EACH JOINT. THE PIPE CLASS SHALL BE A MINIMUM CLASS DR 14 FOR 6- PIPE AND CLASS 150 DR 18 FOR W
AND LARGER PIPE. LAYING LENGTHS SHALL BE t20 FEET. PIPE AND FITTINGS MUST BE ASSEMBLED WITH NON TOXIC LUBRICANT.
3. ALL FIRE MAINS SHALL BE CLASS DR14.
4. FITTINGS FOR P.V.C. WATER PIPE SHALL BE GRAY IRON OR DUCTILE IRON OF MECHANICAL
JOINT TYPE AND SHALL BE CLASS 2501N ACCORDANCE WITH AMA C110 -TT (ANSI A2110).
5. UNLESS OTHERWISE SPECIFIED ON PLANS OR SHOWN IN PROFILES, P.V.C. WATER PIPE SHALL BE INSTALLED TO CLEAR
ALL UTILITY LINES.
6. DOUBLE STRAPPED BRONZE SADDLES SHALL BE USED FOR MAKING 2- OR SMALLER TAPS.
1. ALL WATER LINES SHALL BE AS SPECIFIED IN THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.
2. ALL CAST IRON FITTINGS SHALL BE MECHANICAL JOINT FOR D.I. PIPE.
OR MECHANICAL JOINT FOR P.V.C. WATER PIPE.
3. ALL WATER MAINS SHALL HAVE THE FOLLOWING MINIMUM COVER OR SUFFICIENT COVER TO CLEAR OTHER UTILITIES.
6 -AND SMALLER =42'
8' -48-
10' AND
48'10'AND 12' =54'TO 617
4. REMOVE ALL BLEEDER LINES UPON COMPLETION OT TESTING.
5. ALL WATER MAINS SHALL BE PURGED BY THE 'POLY PIG' METHOD.
6. ALL DUCTILE IRON OR CAST IRON PIPE AND OR FITTINGS SHALL BE POLLY-WRAPPED.
T. WHERE CONFLICTS OCCUR WARP WATER LINE AROUND INLETS TO OBTAIN 1 -MIN. CLEARANCE.
8. WATERLINES SHALL BE TESTED BOTH BACTERIOLOGICALLY AND HYDROSTATICALLY. WATER TO CHARGE
AND BLEED THE LINES SHALL BE METERED BY THE CONTRACTOR AT HIS EXPENSE, SO AS TO ACCURATELY
11_ I STANDARD CONSTRUCTION DETAILS
_ WATER
CITY OF ALLEN GENERALNOTES
'ARTMENT OF ENGINEERING DATE REV DATE: SHEET:
DEC. 1992 I AUG. 2008 I SD.W01
ROW ROW
f
I
I LIGHT STAND
PIPES ARE SHOWN FOR SCHEMATIC PURPOSES
I AND MAY BE LOCATED ON EITHER SIDE OF THE ''
I O S THOROUGHFARE. j^~I
WATER OSTORMSEWER
LINE SANITARY SEWER
TYPICAL LOCATION UTILITIES
STRAIGHT CROWN STREETS
ROW ROW
f
a'
7 _
O STORM SEWER O T'
WATER SANITARY SEWER O�
LINE
TYPICAL LOCATION UTILITIES
PARABOLIC CROWN STREETS
�= STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN TYPICAL LOCATION UTILITIES
DEPARTMENT OF ENGINEERING DATE: REV DATE: SHEET:
MAY 1991 AUG. ] S0.WW
7RM ROW
w
1'
IDEW 1•A• 31. 1•a• rSIDEw
t• r
L
z
E .
-54
TELEPNONE CARIE R
TF�:.—
VCABLE GAS LINE�O
C CABLE 3'
STORM SEWERT LINE SOUTH OR EAST SIDE
RTH OR WEST SIDE Q
SANITARY SEWER
SOUTH OR EAST SIDE
PARABOLIC CROWN STREET
WITH NO ALLEYS
NOTE: NOTE:
T.V CABLE
ELECTRIC CABLE GAS LINE
TELEPHONE CABLE NORTH OR EAST SIDE
SOUTH OR WEST SIDE
ROW ROW
16
r r r
L
b
�TELEPNONE CABLE
�T. V. CABLE OAS LINE
ELECTRIC CABLE
ALLEY (TYPICAL)
�= STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN TYPICAL LOCATION UTILITIES
DEPARTMENT OF ENGINEERING DATE: REVDATE: f SHEET:
MAY IMO AUG. 20DS SD -M3
HIGHWAY
ALTERNATIVE
--�STEEL CASING _ PAVEMENT
ROW
F-
LU
LU
U)
TYPICAL LOCATION OF WATER MAIN
STANDARD CONSTRUCTION DETAILS
TYPICAL LOCATION OF WATER I
WATER
CITY OF ALLEN MAIN AT HIGHWAY DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAV1S81 I AUG.2 SO.W00
r
91
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
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PLAN VIEW
SECTION A
PROVIDE ADEQUATE BLOCKING AT TEES, N.Ti
MES, BENDS, DEAD ENDS, ETC. TO
COUNTERACT THE RESULTANT FORCE THRUST BLOCK DETAIL
DUE TO INTERNAL PRESSURES.
I.D.
IN
STANDARD CONSTRUCTION DETAILS
THRUST IN TONS FOR VERTICAL BENDS
WATER
INCHES
THRUST BLOCK
o
11.25'
15'
22.50' 1. 45° 60°
75°
90-
12
'ARTMENT OF ENGINEERING
MAY 1991
AUG.2000
SD -M7
14
16
2.94
3.90
5.78 754 10.66 13.08
14.56
15.00
18
3.72
4.W
TM 8.54 13.50 1fi.52
18.42
19.08
20
4.00
6.10
9.02 1130 1666 20.40
22Jfi
23.%
24
fi.62
8.78
12.90 16M 23.98 29.38
32.78
33.92
30
10.31
13.72
20.28 26.52 37.50 45.82
5122
53.02
STANDARD CONSTRUCTION DETAILS
�=
WATER
THRUST BLOCK
CITY OF ALLEN
DATE:
REV OATS:
I
SHEET:
I
'ARTMENT OF ENGINEERING
MAY 1991
AUG.2000
SD -M7
PLAN OF PLUG THRUST BLOCK
PLAN OF TEE THRUST BLOCK
I.D.
A
FT.
TEES & PLUGS
C
FT.
THRUST IN TONS FOR VERTICAL BENDS
12
IN
INCHES
14
18
3.87
1.57
15.08
1125'
15°
22.50'
30°
45°
60°
75•
1.
12
5.82
2.36
33.93
30
7.28
2.95
53.01
14
16
2.91
3.90
5.78
1 7.51
10.65
13.06
14.58
15.08
18
3.72
4.94
7.30
9.51
13.50
16.52
16.42
19.08
20
4.60
6.10
9.02
11.78
16.88
MAO
22.76
23.56
24
6.62
8.78
12.88
18.98
23.98
29.36
3276
33.92
30
10.34
13.72
20.26
1 26.52
37.50
45.92
51.22
0.02
I.D.
IN
INCHES
A
FT.
TEES & PLUGS
C
FT.
THRUST
TONS
12
14
18
3.87
1.57
15.08
16
4.37
1]7
19.09
20
4.86
1.97
23.56
24
5.82
2.36
33.93
30
7.28
2.95
53.01
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
GENERAL NOTES:
1. ALL CALCULATIONS ARE BASED ON TOTAL INTERNAL PRESSURE
OF 150 P.S.I.
3. CONCRETE FOR BLOCKING SHALL BE 2,000 P.S.I. CONCRETE.
4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS
WHERE AND AS DIRECTED BY THE ENGINEER. BUT SHALL NOT BE
LESS THAN THE DIMENSIONS SHOWN HERE.
5. ALL ANCHOR FITTINGS TO BE CONCRETE THRUST BLOCKED. ALL
DUCTILE OR CAST IRON FITTINGS AND OR PIPE TO BE
POLYWRAPPED.
PLUG & TEE THRUST BLOCK
STANDARD CONSTRUCTION DETAILS
WATER
DATE REV DATE: SHEET:
MAY 1991 1 AUG. 2006 1 SO'WO6
2000 PSI CONCRETE
QUANTITIES AT EACH LOCATION
'
AS DESIGNATED ON THE PLANS
yi
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.
Z
USE 22.5* BENDS
I
i
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I'
USE 22.5° BENDS
-
2000 PSI CONCRETE
HALF -SECTION
TYPICAL CREEK CROSSING
STANDARD
CONSTRUCTION DETAILS
�=
WATER
CREEK CROSSING
CITY OF ALLEN
DATE:
E:
SHEET:
DEPARTMENT OF ENGINEERING
MAY 1991
AUG. AUG.YWB
S0.W09
COVER
4-#38AR5
FINISH GRADE
4
CONCRETE PAD 24• SQUARE 7SHAILL
,G
BE POURED AROUND ALL VALVE BOXES VALVE BOX WITH
NOT PLACED WITHIN CONCRETE x' NECESSARY EXTENSIONS
PAVEMENT. 3000 P.S.I. CONCRETE
SEE NOTE # 2 I '
CONCRETE BASE BLOCK (POURED
LENGTH : 2'-0• MIN.
WIDTH: NORMAL TRENCH
m
0 0
O
Z e e
f
4 i
WATER MAIN
TYPICAL VALVE SETTING 8 BOX
NOTE:
1.4'-72• R.S. GATE VALVES SHALL BE IN ACCORDANCE WITH AW WA STANDARD C -W9
2. A PERMANENTLY ATTACHED VALVE EXTENSION STEM SHALL BE REQUIRED FOR ANY
VALVE THATS OPERATING NUT IS LOCATED IN EXCESS OF 4 FEET BELOW THE TOP
OF VALVE BOX. THIS EXTENSION SHALL BE OF SUFFICIENT LENGTH TO INSURE
THAT ITS TOP IS WITHIN 4 FEET OF VALVE BOX LID.
3. DUCTILE IRON OR C -9W PVC PIPE SHALL BE USED FOR VALVE STACKS WITH TWO
PIECE ADJUSTABLE (SHORTY) VALVE BOXES.
4. A N• SHALL BE PLACED ON NEAREST CURB WHERE VALVE IS IN FRONT OF CURB.
AND AN "A• SHALL BE PLACED ON NEAREST CURB FOR INSTALLATIONS BEHIND THE CURB.
SYMBOL SHALL BE SAWCUT INTO CURB AND PAINTED BLUE.
5. ALL CAST IRON MATERIALS SHALL BE DOMESTIC.
�= STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN VALVE SETTING &BOX
DEPARTMENT OF ENGINEERING DATE: REV DATE: SHEET:
MAY 1991 JUNE Y09B SD -W10
i
COVER-
COLLAR -
EXTENSION
VALVE BOX
VALVE BOX WITH EXTENSION
ALL CAST IRON FITTINGS SHALL BE DOMESTIC.
STANDMD CONSTRUCTION DETAILS
_ WATER
CITY OF ALLEN VALVE BOX WITH EXTENSION
DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAY 1391 AUG. 3008 8
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STANDARD
CONSTRUCTION DETAILS
_
WATER
VALVE EXTENSION
CITY OF ALLEN
GATE:
REV DATE.
SHEET:
DEPARTMENT OF ENGINEERING
NAY
1981
I AUG. 2008
SDWU
PERMENTLY ATTACH
2" GALV.
CUT AND RECONNECT 2" PIPE E
WITH SMITH-BLAIR OR APPROVED EQUAL PIPE SUITABL
UITABL
DRESSER COUPLING, INSIDE METER VAULT
4" STEEL PIPE
STD. CAST IRON METER LID WITH
LOCK TYPE COVER AND FRAME.
DALLAS FOUNDRY OR APPROVED
EQUAL. PROVIDE 4-1' DIA. HOLES
IN COVER.
EXTEND 3"ABOVEGROUND
EXISTING GROUND,
AIR AND
2" CORP. COCK 2" GATE
2" PE PIPE
8" BLIND FLANGE 61
I• ic_t, .' . . • -
1-�:Y :�.'•� :Y': Y.:
Tii• �•iiuiibi,��-WASHED GRAVEL
•
"�OMB'INATION.AIRVACUUM-Alll
VARIABLE
TYPICAL AIR AND VACUUM -AIR RELEASE
VALVE INSTALLATION
_ STANDARD CONSTRUCTION DETAILS
AIR AND VACUUM -AIR I WATER
CITY OF ALLEN RELEASE VALVE INSTALLATION DATE: REV DATE: SHEET:
DEPARTMENT OF ENGINEERING MAY 1981 AUG. IM SD -W13
4 - #3 BARS
FINISH GRADE
VALVE BOX
WITH NECESSARY
EXTENSION -
#3 BAR CAGE
4 - #3 BARS
3000 P.S.I.
CONCRETE
30# FELT PA
BALL VALVE
CONCRETE PAD 24"SQUARE SHALL BE POURED
AROUND ALL VALVE BOXES NOT PLACED WITHIN
CONCRETE PAVEMENT. 3000 P.S.I. CONCRETE.
Y VALVE
�# 5 AT 12' O.C.E.F
r# 4 1:11 AT S" O.C.
M— 3 BARS AT 12" O.C.E.W,
SECTION B
scut n.r s.
B BALL VALVE
J 2' 24'
1I e"
I I
I1 -I •. li
PIPE SUPPORTS L#5 BARS G 12" O.C.W. ✓-
SECTION A
.I -E N.T.s.
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
BUTTERFLY VALVE
BARS Q 17 O.C.W.
STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: SHEET:
MAY 1991 AUG. MIM SD -W14
CL METR BOX
METER BOX
BASS & HAYS
TYPE 55A
3"
-GROUN]
10 C.F. GRADE 4--,,'
CRUSHED STONE 2" COMPRESSION
BY 2" I.P. FEMALE
2" DBL. STRAP BRONZE STRAIGHT STOP.
TAPPING SADDLE WI 2'
PRESSION CORP. STOP
PE PIPE
?"RI OW OFF
LINE
STANDARD CONSTRUCTION DETAILS
�=
WATER
OFF
I
CITY OF ALLEN
TH MET
WITH METER BOX
DATE:
REV DATE:
SHEET:
'ARTMENT OF ENGINEERING
MAY 1991
AUG. 2418
50.W15
N
N
Q
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Q
Z
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
Oz
BLOW OFF VALVE
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STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: SHEET:
MAY 1991 1 AUG.2 SD-P/1S
Z
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STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: SHEET:
MAY 1991 1 AUG.2 SD-P/1S
NOTE:
MUELLER'CENTURIAN' OR EQUAL.
IN GENERAL, ALL FIRE HYDRANTS SHALL
CONFORM TO AW WA STANDARD SPECIFICATIONS
FOR FIRE HYDRANTS FOR ORDINARY WATER
WORKS SERVICE FOR WATER AND SANITARY
SEWER IMPROVEMENTS. FIRE HYDRANTS WRH MIN. 2.V B.C.
A BARREL APPROXIMATELY ]' INSIDE DIAMETER. MAX. 40 S,C.
ALL HYDRANTS SHALL BE EQUIPPED WITH A
BREAKAWAY FLANGE. ALL HYDRANTS SHALL BE
APPROVED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS.
BONNET TO FLANGE AND NOZZLE
CAPS COLOR CODE FOR MAIN SIZE
ACCORDING TO TABLE (INSET1. 2.210 NOZZLES
REMAINDER OF HYDRANT ABOVE
GROUND PAINTED TWO (2) COATS
OF ALUMINUM PAINT.
412' NOZZLE
24' SO. VALVE PAD —\IV � 2
n n n n
(IM
`4-N BARS
MIN. 7 CUBIC FEET OF NOTE:
WASHED GRAVEL FILL II ALL ANCHOR FITTINGS TO BE CONCRETE
FT11RUST BLOCKED. ALL DUCTIUE OR
I''''I O O 0 O CAST IRON E POLYWRAPPED.S AND OR PIPE TO
WATER MAIN
FIRE HYDRANT
SIZE
BONNET COLOR
8.
TNEMEC SERIES 43-38H
CITY OF ALLEN
DIFFUSED ALUMINUM, SILVER
8'
TNEMEC SERIES 2H HI -BUILD
TNEME-GLOSS, TRUE BLUE SAFETY
TNEMEC SERIES 2H HI -BUILD
12' 8 LARGER
TNEME-GLOSS, SAFETY YELLOW
CONCRETESLAB
TYPICAL FIRE HYDRANT INSTALLATION
JI_
STANDARD CONSTRUCTION DETAILS
_
WATER
CITY OF ALLEN
FIRE HYDRANT INSTALLATION
DATE:
AM
REV DATE:
SHEET:
DEPARTMENT OF ENGINEERING
MDATE
MAY
SD-Wi]
6.0 STEEL PIPE W/CONCRETE FILL
6' LENGTH (3' ABOVE PAVING, T BELOW
PAVING) TO BE CASED IN 16.0 PIER TO
DEPTH OF 1'-0'. BELOW BOTTOM OF
PIPE USE 2-#8x12' THRU PIPE INTO
CONCRETE PIER. PIPES TO BE PAINTED
SAME AS FIRE HYDRANT - ALUMINUM.
272,-T T-8'
ZI
FIRE HYDRANT
gl
I
I I
i
�6* 0 CONCRETE
FILL STEEL PIPE
NOTE:
FOR USE ONLY WHERE CURBS
ARE NOT POSSIBLE.
FIRE HYDRANT GUARD POST DETAIL
STANDARD CONSTRUCTION DETAILS
_
WATER
FIRE HYDRANT GUARD POST
CITY OF ALLEN
DATE:
E:
SHEET:
DEPARTMENT OF ENGINEERING
MAY 1981
AUG.RIWOA
AUG. P088
S0.W18
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
NOTE:
FIRE HYDRANTSHALL BE LOCATED
OUTSIDE OF RADIUS.
TYPICAL FIRE HYDRANT REFLECTOR INSTALLATION
STANDARD CONSTRUCTION DETAILS
FIRE HYDRANT I
WATER
REFLECTOR INSTALLATION DATE: REV DATE: SHEET:
MAV 1991 1 AUG. 2008 1 S0.W19
NOTE:
WATER SERVICES SHALL NOT BE CONNECTED TO FIRE HYDRANT LINES.
ALL MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS
AND/OR SPECIAL PROVISIONS.
1- X 3' BLUE STRIPE ON FACE PLACEMENT
OF CURB FOR SERVICE LOCATIONS I VARIPA
COMPRESSION ANGLE STOP WITH INTERNAL
NV IV IN. CORPORATION STOP Sf STIFFNER REQUIRED FOR PE CONNECTION
WITH COMPRESSION COUPLING (ASTM F1948). LOCATE COMPRESSION ANGLE
NUT AND INTERNAL STIFFNER STOP AS CLOSE TO EDGE OF METER AS
DESIGNED FOR PE CONNECTION POSSIBLE. ON A 2' COMPOUND METER SET
(ASTM F1948) a ANGLE STOP 18' DEEP.
314MIN. AWWA C901
-- ,� - PE SERVICE UNE
FOR VOR SMALLER METER
METER BOX SHALL BE CORRUGATED METAL, 18' DIAMETER, 14' DEEP, SLOTTED FOR SERVICE
PIPE FITTED WITH CAST IRON TOP AND LID WITH TOUCH READER OPENING (SEE VIEW BELOW).
LID SHALL BE C.I. BASS 8 HAYS DOMESTIC MFG. LID WITH 83P HAIRPIN LOCK OR
TYLER RING #S2 & WESTERN IRON WORKS BDWIW 9220 OR EQUIVALENT.
WATER METER SHALL BE PLACED IN CENTER OF LOT WITH SANITARY SEWER HOUSE CONNECTION
LOCATED 10 FEET DOWN STREAM. ALL TAPS SHALL BE MADE AT 45' ANGLE TO L OF PIPE.
NOTE: ALL METERS WILL BE PURCHASED FROM CITY OF ALLEN
NATIVE BACKFILL AT 95%
COMPACTION (NO ROCK
`> 3' DIA. IN ANY DIRECTION)
TOUCH READER
OPENING
AWWA C901 PE
SERVICE PIPE
DOUBLE STRAP
BRONZE SERVICE
SADDLE WITH
C.C. THREADS
i
314 INCH
314 INCH
II
1
11NCH
11NCH
MAS
PE SERVICE UNE—
INE
112INCH
SSAS
21NCH
21NCH
55AS
CLEAN SAND
CLEAN
EMBEDMENT
95% COMPACTION
TOUCH READER
OPENING
AWWA C901 PE
SERVICE PIPE
DOUBLE STRAP
BRONZE SERVICE
SADDLE WITH
C.C. THREADS
BASS 8 HAYS
SLOTTED
METER
BOX
314 INCH
314 INCH
34AS
11NCH
11NCH
MAS
112INCH
112INCH
SSAS
21NCH
21NCH
55AS
TYPICAL SERVICE CONNECTION WITH METER BOX
ALL CAST IRON MATERIALS SHALL BE DOMESTIC
O
VO
METER TOP
I STANDARD CONSTRUCTION DETAILS
_
WATER
CITY OF ALLEN SERVICE CONNECTION
DEPARTMENT OF ENGINEERING WITH METER BOX DATE: E: SHEET:
MAY 1981 AUG. AUG. 2005 I so-w2o
PE
CLEAN SAND
EMBEDMENT
95% COMPACTION
NOTE:
WATER SERVICES SHALL NOT BE CONNECTED TO FIRE HYDRANT LINES.
ALL MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS
AND/OR SPECIAL PROVISIONS.
1' %3' BLUE STRIPE ON
OF CURB FOR SERVICE LOCA
• ' . � , . ..:. ':..:TWIN
FOR 1' OR SMALLER METER
3/4' MIN. CORPORATION STOPWRH
DOUBLE STRAP
BRONZE SERVICE
SADDLE WITH
C.C. THREADS
COMPRESSION COUPLINGCOMPRESSION
MlGLESTOP WONNE
AND INTERNAL STIFFNER
TIONNUT
STIFFNER REQUIRED FORPE CONNECTIONDESIGNED
FOR PE CONNECTION(ASTM
F19/8). LOCATE COMPRESSION ANGLE
(ASTM F1948)
STOP AS CLOSE TO EDGEOF METER AS
11/2 INCH
POSSIBLE.ON A 2' COMPOUND METER SET
21NCH
ANGLESTOP18'DEEP.
55A5
4'MIN.AWWA C901
SERVICE UNE
METER BOX SHALL BE CORRUGATED METAL, 18' DIAMETER, 16' DEEP, SLOTTED FOR SERVICE
PIPE FITTED WITH CAST IRON TOP AND LID WITH TOUCH READER OPENING (SEE VIEW BELOW).
LID SHALL BE C.I. BASS 6 HAYS DOMESTIC MFG. LID WITH 0P HAIRPIN LOCK OR
TYLER RING p8200•R 6 WESTERN IRON WORKS MDWIW 9220 OR EQUIVALENT.
WATER METER SHALL BE PLACED IN CENTER OF LOT WITH SANITARY SEWER HOUSE CONNECTION
LOCATED 10 FEET DOWN STREAM. ALL TAPS SHALL BE MADE AT 45' ANGLE TO L OF PIPE.
NOTE: ALL METERS WILL BE PURCHASED FROM CITY OF ALLEN
CITY OF ALLEN
DEPARTMENTOFENGINEERING
NATIVE BACKFILL AT 95%
COMPACTION (NO ROCK
> 3" DIA. IN ANY DIRECTION)
TOUCH READER
OPENING
AWWA C901 PE
SERVICE PIPE
DOUBLE STRAP
BRONZE SERVICE
SADDLE WITH
C.C. THREADS
BASS 8 HAYS
SLOTTED
METER
BOX
W4 INCH
W4 INCH
34AS
I INCH
IINCH
34AS
112INCH
11/2 INCH
55AS
21NCH
21NCH
55A5
O
METER TOP
TYPICAL SERVICE CONNECTION WITH METER BOX
ALL CAST IRON MATERIALS SHALL BE DOMESTIC
WATER
SERVICE CONNECTION
WITH METER BOX DATE: REV DATE: SHEET:
MAY 1991 AUG. 2008 I SD.W21
NOTEPROVIDE 1• MINIMUM THICKNESS CONCRETE OR CEMENT MORTAR COATING
IN THE FIELD FOR THE PROTECTION OF ALL EXPOSED STEEL SUCH AS
FLANGES, CAULKEDJOINTS. THREADED OUTLETS, CLOSURES. ETC. THE
CEMENT MORTAR USED SHALL CONSIST OF ONE PART PORTLAND CEMENT
TO TWO AND ONE-HALF PARTS OF FINE, SHARP (PLASTER) SAND. WHERE
SHOWN COATING IS TO BE REINFORCED WITH WIRE MESH.
CEMENT MORTAR, MIXED TO A CONSISTENCY
OF THICK CREAM, TO BE POURED IN FIELD,
STEEL STRAP THREADED THROUGH HEM BURLAP WRAPPED AS MANUFACTURED BY
OF BURLAP WRAPPER, DRAWN TIGHT MAR -MAC CORP OR EQUAL WIDTH OF
AND FASTENED. WRAPPER TO BE S' FOR AN PIPE
AND LARGER, T' FOR RANO SMALLER.
PLACED IN THE FOLD.
STANDARD RUBBER GASKET JOINT
We -1' • H 15008
1 12'-2' • 15013
NOTE: ALL CLOSURE SECTIONS SHALL BE
FABRICATED WRH HAND HOLES TO
ALLOW WIPING INSIDE OF JOINTS
AFTER CLOSURE IS IN PLACE,
PROTECTIVE COATING
VAPPLIED IN FIELD
BRASS INSULATING BUSHING
PLACED IN THE PLANT
NOTE:
IF CORPORATION COCK IS NOT PROVIDED LINE IN PLANT TO COVER ALL
IN FIELD, THEN STEEL PLUG SHALL BE EXPOSED STEEL
COVERED WITH CEMENT MORTAR.
THREADED CONNECTION
FLANGED CONNECTIONS
WIRE MFSH
STANDARD CONSTRUCTION DETAILS
CITY OF REINFORCED CONCRETE CYLINDER
PIPE DETAIL DATE: REV DATE: SHEET:
DEPARTMENTOFENGINEERING MAY 1381 I AUG. 2008 I SD -W22
PLAN
acALE N.TA
DOOR
NOTE485
ON SD -W24
�n�n�nrn�nri �:
3" 84' METER
6" METER=5'-2' SEE NOTE 11
8" METER -'
rSUMP PIT
10" METER=T ON SHEET SD -W24
L
'v SEE NOTE 2
ON SHEET SD -W24
SECTION
SCALE N.T-
�= I STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN METER VAULT
DEPARTMENT OF ENGINEERING DATE: REV DATE: SHEET:
MAY 1931 AUG.2098 SD -W23
• ' '
FOR REBARS
METER TEST TAP
SEE NOTE 2
SEE NOTE 7 O rSTRAINER
ON SHEET SD -W24
15"
SHEET SD-W24U P
SR
15" 0"
/
1
a
0 0
� a
FLOW
SEE NOTE 11
ON SHEET SD -W24
BY PASS TAP
SEE NOTE 2
ON SHEET SD -W24
BY PASS HOSE
r.
FURNISHED BY CRY
PLAN
acALE N.TA
DOOR
NOTE485
ON SD -W24
�n�n�nrn�nri �:
3" 84' METER
6" METER=5'-2' SEE NOTE 11
8" METER -'
rSUMP PIT
10" METER=T ON SHEET SD -W24
L
'v SEE NOTE 2
ON SHEET SD -W24
SECTION
SCALE N.T-
�= I STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN METER VAULT
DEPARTMENT OF ENGINEERING DATE: REV DATE: SHEET:
MAY 1931 AUG.2098 SD -W23
METER VAULT 8 BY-PASS SPECIFICATIONS
1 MORTIFY THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTIONCE VA0.TOR BX SSASSESBLV
2 TREMETERVAI CWBEEITHERPOUREDINPUCEORPREFPBRlGMD.CONCRETE8RLLLBEVTHICFMOBEWWP,$I,W H
N REINFORCEMENT STEEL ON 12' CENTERS EACH WAV IF VAULT IS POURED IN PUCE PREFABRICATED VAULTS SHALL BE C
THICK AND BE T503 PA I CONCRETE WITHIN REINFORCEMENT STEEL ON IF CENTERS EACH WAY THESE PRE MINIMAL
SPECIFICATISNS.
3 THE VAULT WILLROT BE PUT N ANY CHR EOR
4, THE VAULT LID SMALL BE A FILED W. TYPE Oa SINGLE LEAF DESIGN. ANGLE FRAME W IME STEEL MRH SIRUP ANCHORS BOLT
TO ME E%TERNM. ME LEM R IN' STEEL DIAMOND PATTERN RAT. MOTORS ON TORSION BARS FOR EASY OPERATOR. ME
MINIMUM LIVE LOAD CAPACRT IS 150 LBS PER. SOUARE PWT. ME SIZE CE THE W BY OR Y.
5, THE UO SHALL BE PAINTED WITH i900 MEMEC DIFFUSED ALUMINUM PNM OR APPROVED EQUAL.
FME CONTRACTOR SHNL MAKE ME BYAABS AND METER TEST TAP INSIDE ME VAULT. IF THE SERVICE IS USED AS A STRICILY
DCMESTCIIRR DATION CCNBNATOI. TAP A ON THIS DRAW NG P NOT NECESSARY. IF ME SERVICE W USED SIPoCILY FOR
IRRXRAT MM. TM A IS REQUIRED. TAP A MUST BE AT LEAST TWO PIPE DIAMETERS DtlhTSTRFAM OF THE METER. TAPS B B C
MUST BE MADE AT AN APPRO%NAI E W MORE ON EACH END OF ME PIPE AND CENTERED 10 INCHES AWAY FROM ME
QUAL. ALL TAPS SRLLL BE YAWAY FROM THE WALL. AL TAPS SHALL BE T AND THE CONTRACTOR SHALL NSTALA
ROCKWELL N0. 31] 551600 FOR 3'z7', ROCKWELL IO, 317HWSS10IX0 FOR P x P. ROCKWELL NJ,
31IO]WNLW FOR S', 2' AND ROCKWELL RE. 317-12121M SERVICE SADMES WITH FEARS NIPPLES AND
NET ARMS OHO PRAM OR APPROVED EOWLL SAFE VALVES.
]. THE GR NNER METER AND FLEXILE COUPLING WILL BE PROVIDED AND WSTALED BY THE CITY OF ALLEN AT THE CONTRACTORS
EIIPENSE
B ME SMAIER. METER AND FLEXIBLE COUPLING WILL NOT BE SET OWN. ME METER VAULT AND TAPS ARE ACCEPTED BY THE CITY
OF ALLEN, ENGINEERING DEPARTMENT. ALL UTILITIES MUST ALSO HAVE BEEN ACCEPTED AND RELEASED BY ME ENGINEERING
DEPARTMENT PRIOR TO METER ITNTALUTICR.
B ME VALVES SHALL BE MY RESILIENT WEDGE DESIGN VALVE WHICH HAS RECENEO FORMAL APPROVAL FROM THE CRY OFA_ EN
ALL VALVES SHALL BE FLANGED BOM ENDS AND HAVE HAND WHEELS.
10. ME BOTTOM OF THE METER VART MUST BE W THICK CONCRETE WITH& SEEM
CDSHIOI INDSINEATIL ASOME A' DEEP AND 1 P IN DIAMETER SHALL BE INBTA
BOTTOM SUB. A MEGABIT VAULT IS USED, WHERE SIDES AIN THE 8070K
THE JONT.
11. CONTRACTOR SMALL HAVE ACNOCE OF FRIER HAVING LINK SEAL WALL SLEEVE MODEL W562BSB FOR ZE PIPE. LgCEL
W8NAS2SNI FEW 4E PIPE MODEL WS -1 D3S8d FDA V PIPE AND MODEL WS1 7n FOR I V PIPE, CAST IN ME
WALL CE THE VAULT. ME ABOVE MENTIONED WALL SLEEVE SWLLL USE THE FOLLOWING LIN. SEALS FIAT RPE AND 5
NO LSSYrC. FOR 4' PIPE.5 LO LBH W C. FOR IF PIPE 7 NO. L54060 AND FOR A 10' PIPE, 12 NO
L&S2 THE CONTRIBUTOR MAY HAVE THE VAULT WALL CORED BEFORE I INSTALLATION OF VAULT AND PIPING, IF ME
WALL N CONED ME FOLLOWING SPECIFICATION SHALL BE USED: FOR 3' PIPE CORE S12E SRALL BE W AND USE
5 NCI 5 ZAFC LINK SCALE, FOR 4• PIPE CORE SIZE SHALL BE B AND USE 5 NO. LS-1QlC LIN( SCALE
FOR IF PIPE CORE SIZE SHAL BE IL'AND USE ] NO LSiODC UNK SERB AND FOR 1P PIPE CORE SEE SHALL
BE 14' AND USE 11 NO WZS{LINK SEALS. SEEM BE OF THE WALL WITH A JACKHAMMER OR USING PRE{ T
12 UNDER EACH VAULT WILL BEA CONCRETE SUPPORT.
13. DEPTH OF VAULT SINLL BE A M INNUM OF 41 Q FEET.
14 ALL PERKS INSIDE ME VAULT SHALL BE DUCTILE INCN WITH FLANGED FRIENDS THE OUTSIDE GOVERNOR NOR CP THE READ
SINLL BE WITHIN THE FOLOWNG RANGES, Y DUCTILE ROJ PIPE -3P4 -SRS: AE DUCTRE IRON PIPE -4.M-4BY
V DUCTILE IRON PIPE - SLOT -6.96. F DUCTILE IRON PIPE - B AS 4.i0,1P DUCTILE PON PIPE -IMAX -11181
VARNTION FROM THESE DIMENSIONS WILL RESULT IN ME VAULT BEING REJECTED.
�= AUG.I DEC. 11N2 AUG. STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN METER VAULT NOTES
DEPARTMENT OF ENGINEERING DATE:2DATE: SHEET:
Y00R I S0.W24
METER VAULT
DOMESTICrl�'
INPGATICN
S.
V
V W
%
SIZE
V
W %
Y
2
3•
2S
B'
1812• 1C
Y
EA
4'
22
s'
1, P'
1P
RT
S'BE
ff'.1
t012•
is t? 2l'
13•
S -Y
1112'
2512' 3p
1T
Sd'
13'
2
t0.T
�= AUG.I DEC. 11N2 AUG. STANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN METER VAULT NOTES
DEPARTMENT OF ENGINEERING DATE:2DATE: SHEET:
Y00R I S0.W24
GROUND
FLOW
DOOR PLAN
SEE NOTES & 8 SCALE N.T.S.
ON SD -W26
�
:p 11�- -
GATE VALVE
I DOUBLE CHECK
I .II. -1 _ r7 I.'.
SECTION
CIT- I DOUBLE CHECK VALVE
DEPARTMENT OF ENGINEERING
FOR REBARS
SEE NOTE 2
ON SHEET SD -W26
E NOTE 11
SHEET SD -W26
NOTE 2
SHEET SD4M
SEE NOTE 11
ON SHEET SD -W26
SEE NOTE 2
-/ ON SHEET SD -W26
\-SEE NOTE 12
ON SHEET SD -W26
SEE NOTE 3
ON SHEET SD -W26
STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: I SHEET:
MAY 1881 AUG. 2006 SO -W25
BILCO LID
CITY OF ALLEN
DEPARTMENT OF ENGINEERING
DOUBLE CHECK VAULT SPECIFICATIONS
1. NOTIFY THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION OF VAULT OR BY-PASS ASSEMBLY.
2. THE VAULT CAN EITHER BE POURED IN PLACE OR PREFABRICATED, CONCRETE SWLLL BE B- THICK AND BE SWB P.S.I
REINFORCED WITH N STEEL BARS ON 12'CENTERSEACH WAY IF THE VAULT IS POURED W PLACE. PREFABRICATED
VAULTS SHALL BE 4 -THICK AND BE 4,500 P.B.I. CONCRETE WITH STEEL BMS ON S' CENTER. THESE ARE
MINIMUM SPECIFICATKNNS.
S. THE BOTTOM OF THE VAULT SHALL BE G- THICK CONCRETE WITH N STEEL BARS ON Ir CENTERS BOTH WAYS ASUMP
4-DEEPMD IY IN DIAMETER SHALL BE INSTALLEDTO CNE SIDE IN THE CENTER OFTIE BOTTOM SLAB Ar FILL
SANG CUSHION MALL BE INSTALLED UNDER THE SLAB IF A PRECAST VAULT IS TO BE USED, A LAYER OF REM -NEA
SMALL BE INSTALLED BETWEEN THE WALLS AND BOTTOM.
4, THE VAULT WILL NOT BE PUT IN ANY DRIVE
BE LOCATED IN A UTILITY FASEMEM.
5. THE VAULT LID MALL BE A BILCO LET. TYPE O4 LEAF DESIGN, MGM FRAME IS 1M- STEEL WITH STRAP ANCHORS
BOLTED TO THE EXTERIOR THE LEAF IS 114- STEEL DIAMOND PATTERN PLATE, MOTHS ON TORSION SMS FOR EASY
OPERATION. THE MINIMUM LIVE LOM CAPACITY IS 150 LBS. PER SQUARE FOOT THE BILE OF THE LID IS 3' BY V.
B. THE LID MALL BE PAINTED WITH 4838 TVEMEC ALUMINUM PANT OR APPRWED REPUCEMEM.
T ALL PIPING INSIDE VAULT SHALL BE DUETLE BOB WTHI FLANGED FITTINGS. THE OUTSIDE DEMENSIGN OF THE PIPING
SHALL BE WITHIN THE FOLLOWING RANGES :TDUCTILE IRON PPE- AT430B: 4- DUCTILE IRON PIPE -4.74 JKE
8' DUCTILE IRON PIPE -0.81-0.98: 8-DUCEM IRON PIPE -B.P68.NF, 10' DUCTILE IRON PIPE -11.04-011 S.
VMMTKUNS FROM THESE DIMENSIONS WILL RESULT IN THE VAULT BEING REIECTED.
B THEALIBLECHECKSHALLSEAMUELLERA 11 MDEQUIPPEDWITHMN BMSSMETERTMMPACNAGEINT
FOLLOWING SI2E4 FDRA4-THROUGH W DOUBLE CHECK, 1 -TRIM PACKAGE: FORA 1V DOABLE CHECK, 2 TRIM
PACKAGE, THE METER FOR THE TRIM PACKAGE WILL BE FURNISHED BY THE CITY AT THE CONTRACTORS EXPENSE
A FLANGED ADAPTER COUPLING WILL ALSO BE FURNISHEWD BY THE CRY AT THE CCMMCTORS EXPENSE
9. THE DATE VALVES SWLLL BE MUELLER tl 2078-6 OUTSIDE STEM AND YOKE
!LABORATORY LISTING.
10. ALL PIPING INSIDE THE VAULT AND THE VAULT ITSELF SHALL HAVE TO BE APPROVED BY THE CT' OF ALLEN ENGINEERING
DEPARTMENT.
:ONTRACTCRS MALL ME THE CHOICE OF EITHER HAVING UM( SEAL WALL SLEEVE MODEL WSB3 FOR 4- PIPE, MODEL
MODEL WS1038Se FORTPIPE AND MODEL WS -12473 FORM PIPECST IN THE WALL OF THE VAULT. THEABOVE
MENTIONED WALL SLEEVE SWVL USE THE FOLLOWING LNK SEALS. FOR 4- PIPE. ANG LR406C, FOR W PPE, T NO. LS4COC:
FOR W PIPE. S ME LS4WC. THE CONTRACTOR MAY HAVETHE WALLCORED BEFORE INSTALLATIONOF VAULTAND PIPING
THE FOLLOWING SPECIFICATION SHALL BE YSEOPOR P PIPE EGRESSES SHALL BE ITANDUSE 5 NO. LS -MEC LINK SEALS:
FOR W PIPE GORE 012E SHALL BE 1W AND USE T NO LSAWL LINK SEAS AND FOR a-FIRECORE SIZE SHALL BE tY
AND WE 9 NO. LSdDSC LINK SEALS. BREAKING OF THE WALL WITH JACKHAMMER OR USING PRECAST KNOCKOUT
PANELS IS NOT PERMITTED
12. THERE WILL BE CONCRETE SUPPORT UNDER E,
18. DEPTH OF VAULT MALL BEA MINIMUM CP 4'4E.
DOUBLE CHECK VAULT
STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: SHEET:
DEC. 1992 AUG. 2008 50-W26
DOUBLE CHECK VAULT
X'
M
4-
6-
5'4'
1012'
8'
6-8'
1112'
DOUBLE CHECK VAULT SPECIFICATIONS
1. NOTIFY THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION OF VAULT OR BY-PASS ASSEMBLY.
2. THE VAULT CAN EITHER BE POURED IN PLACE OR PREFABRICATED, CONCRETE SWLLL BE B- THICK AND BE SWB P.S.I
REINFORCED WITH N STEEL BARS ON 12'CENTERSEACH WAY IF THE VAULT IS POURED W PLACE. PREFABRICATED
VAULTS SHALL BE 4 -THICK AND BE 4,500 P.B.I. CONCRETE WITH STEEL BMS ON S' CENTER. THESE ARE
MINIMUM SPECIFICATKNNS.
S. THE BOTTOM OF THE VAULT SHALL BE G- THICK CONCRETE WITH N STEEL BARS ON Ir CENTERS BOTH WAYS ASUMP
4-DEEPMD IY IN DIAMETER SHALL BE INSTALLEDTO CNE SIDE IN THE CENTER OFTIE BOTTOM SLAB Ar FILL
SANG CUSHION MALL BE INSTALLED UNDER THE SLAB IF A PRECAST VAULT IS TO BE USED, A LAYER OF REM -NEA
SMALL BE INSTALLED BETWEEN THE WALLS AND BOTTOM.
4, THE VAULT WILL NOT BE PUT IN ANY DRIVE
BE LOCATED IN A UTILITY FASEMEM.
5. THE VAULT LID MALL BE A BILCO LET. TYPE O4 LEAF DESIGN, MGM FRAME IS 1M- STEEL WITH STRAP ANCHORS
BOLTED TO THE EXTERIOR THE LEAF IS 114- STEEL DIAMOND PATTERN PLATE, MOTHS ON TORSION SMS FOR EASY
OPERATION. THE MINIMUM LIVE LOM CAPACITY IS 150 LBS. PER SQUARE FOOT THE BILE OF THE LID IS 3' BY V.
B. THE LID MALL BE PAINTED WITH 4838 TVEMEC ALUMINUM PANT OR APPRWED REPUCEMEM.
T ALL PIPING INSIDE VAULT SHALL BE DUETLE BOB WTHI FLANGED FITTINGS. THE OUTSIDE DEMENSIGN OF THE PIPING
SHALL BE WITHIN THE FOLLOWING RANGES :TDUCTILE IRON PPE- AT430B: 4- DUCTILE IRON PIPE -4.74 JKE
8' DUCTILE IRON PIPE -0.81-0.98: 8-DUCEM IRON PIPE -B.P68.NF, 10' DUCTILE IRON PIPE -11.04-011 S.
VMMTKUNS FROM THESE DIMENSIONS WILL RESULT IN THE VAULT BEING REIECTED.
B THEALIBLECHECKSHALLSEAMUELLERA 11 MDEQUIPPEDWITHMN BMSSMETERTMMPACNAGEINT
FOLLOWING SI2E4 FDRA4-THROUGH W DOUBLE CHECK, 1 -TRIM PACKAGE: FORA 1V DOABLE CHECK, 2 TRIM
PACKAGE, THE METER FOR THE TRIM PACKAGE WILL BE FURNISHED BY THE CITY AT THE CONTRACTORS EXPENSE
A FLANGED ADAPTER COUPLING WILL ALSO BE FURNISHEWD BY THE CRY AT THE CCMMCTORS EXPENSE
9. THE DATE VALVES SWLLL BE MUELLER tl 2078-6 OUTSIDE STEM AND YOKE
!LABORATORY LISTING.
10. ALL PIPING INSIDE THE VAULT AND THE VAULT ITSELF SHALL HAVE TO BE APPROVED BY THE CT' OF ALLEN ENGINEERING
DEPARTMENT.
:ONTRACTCRS MALL ME THE CHOICE OF EITHER HAVING UM( SEAL WALL SLEEVE MODEL WSB3 FOR 4- PIPE, MODEL
MODEL WS1038Se FORTPIPE AND MODEL WS -12473 FORM PIPECST IN THE WALL OF THE VAULT. THEABOVE
MENTIONED WALL SLEEVE SWVL USE THE FOLLOWING LNK SEALS. FOR 4- PIPE. ANG LR406C, FOR W PPE, T NO. LS4COC:
FOR W PIPE. S ME LS4WC. THE CONTRACTOR MAY HAVETHE WALLCORED BEFORE INSTALLATIONOF VAULTAND PIPING
THE FOLLOWING SPECIFICATION SHALL BE YSEOPOR P PIPE EGRESSES SHALL BE ITANDUSE 5 NO. LS -MEC LINK SEALS:
FOR W PIPE GORE 012E SHALL BE 1W AND USE T NO LSAWL LINK SEAS AND FOR a-FIRECORE SIZE SHALL BE tY
AND WE 9 NO. LSdDSC LINK SEALS. BREAKING OF THE WALL WITH JACKHAMMER OR USING PRECAST KNOCKOUT
PANELS IS NOT PERMITTED
12. THERE WILL BE CONCRETE SUPPORT UNDER E,
18. DEPTH OF VAULT MALL BEA MINIMUM CP 4'4E.
DOUBLE CHECK VAULT
STANDARD CONSTRUCTION DETAILS
WATER
DATE: REV DATE: SHEET:
DEC. 1992 AUG. 2008 50-W26
CRY MAIN WATER LINE
CORP.STOP
1"WATER SERVICE
3/4"X 1"COMP.TEE
314"DOMESTIC
WATER SERVICE
1"FIRE SERVICE
ANGLESTOP
CURB STOP
(BURIED)
SIB"x 3/4"
WATER METER
FIRE SPRINKLER
• 3/4"ANGLE STOP& 1"CURB
STOP FOR FIRE PROTECTION
ARE TO BE PLACED EQUAL
DISTANCES OFF CURB.
STIFFNERS TO BE PLACED
ON ALL COMPRESSION FITTINGS.
11MSTANDARD CONSTRUCTION DETAILS
WATER
CITY OF ALLEN TOWNHOME FIRE SERVICE
DEPARTMENT OF ENGINEERING DATE: AUG, E: SHEET:
AUG.4005 AUG.4008 50.W47