HomeMy WebLinkAbout88-6701 WTR & S.S. EXT ALONG N HOLMES TO SRV 900 E BARBOURS CUT /
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(USE MECH4N1CAL 101NT F1TT/N6SJ
GRAVE- OF BROKEN U
STONE
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CONCRETE THRUST BRACING /8", I8"r 4" CONC. PAD
_ CLASS l$" CONCRETE
ELEVATION
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HYDP, OLOCK P, EOUIRED
FACE TO STREET
kc
'E VALVE
CONCRETE THRUST
BRACING
CLASS "B'CONCRETE
D '
Q
WATER
MAIN
. D
STANDARD INSTALLATION OF FIRE HYDRANT
(USE MECi1z4N/CAL uWNT FITT1Nos)
i
i
1
I
900 (114) BEND
(Uax rECHAfd10& ✓ ,A rt Fli t1PJfi51
22 i ° (16) OR 450 NO HORIZONTAL BEND
(USE MECHAN/CAL ✓O/NT F/TT/NQS)
m
AS REOUIREC
By VALVE USEC
*4 REBARS AT /8" O. C.-
EACH WAY
I
j
r
I
TEE
(use, MEGYIAN/CAL 56/NT F/TT/NGS)
CROSS
( USE MECHAkCAL ✓01NT F1TT1Nw)
4' T%/r I/% A 1 4/ I/ . .I
NO SCALE
-CPPACTED
BGCKFIL L
O -
•y L-O„ 1_0 o=
s
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SECTION 'A -A"
aw MECHAN/CAL ✓O/NT F/TT/N6S) �` A
„ Ir
SECTION O-O
BLOCKING FOR GATE VALVES (useMECHAN/CAL ✓o11vTF7TTINes)
6 9 LARGER
i
SFT VALVE IN
CEMENT GROUT
COMPACTEC
BACKFILL''"'' PRECAST CONCRETE PAD
3" THRU 6" VALVES '1'-3" SO. `Aj WATER MAII
8" THRD 14" VALVES 1'-6" SO.
BLOCKING FOR VALVES
'4" & SMALLER
W YE
(USE MECHAN/CAL ✓O/NT F/TT/NOS)
450 (B) VERTICAL BEND
(USE MECHANICAL ✓DINT F1TT os)
w
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n
VALVE BOX
TWO-PIECE SCREW TYPE
GROUND
O
O
t
`—NATURAL
BACKFILL
:
E
t
6„MIN
- 2 - ' 6"MIN •
�-
.'•—WATER MAIN
6"FULL W.#AP
BANK SAND BEDDING
.i
J �
Tit
EE.3PS GT 18" C C EAC;m •'.AY
BEDDING
CROSS SECTION
(USEA/ECHANICAL ✓OINTFITT/NGS) BLOW OFF DETAIL
(USE MECHANICAL ✓O1NT FITTINGS)
1
' f • rG�
iWATER & SEWER LINE EXTENSION
I HOLMES AVENUE
i
CITY of LA PORTE
STANDARD WATER MAIN DETAILS
DRAWN: L. D.W. 1408 NO. 2228-8a SCALE: NONE SHEET ' 3
CHECKED: APPROVED: DATE: //-G-Sb OF 5
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-- CLASS "B•CONCRETE / o
CONCRETE THRUST 11 z
BRACING v GRAVEL, 1 Cu. Ft.
-- ! GATE VALVE
r - "
CONCRETE THRUST
BRACING
c
_ I I
TEE CONNECTION TO WATER MAIN"`^-' J
ALL BELL ENDS 18"x !8''x 4" CONCRETE PAD
TYPICAL GATE VALVE 8& FIRE HYDRANT INSTALLATIONS
NOT TO SCALE
/ c
711 Scod to bs c!eon bank sand,
_
Free of Icrge cicY 'dm Ps,
/0 orgc.nic moteriol, end !urge
rock.
Wlin. M:n. r
NOTE When aithorized by the Engineer troncr. - ° r 4'-0" MIN._ EXISTING CONCRETE
/ 3 PAVEMENT
bank,. mai as sloped from 6" above �.,. �"•e r. �r=-ter
-3/4° COPPER OR P.VC• METER
11 BOX -BROOKS top of D De as shown. n _ < . • r a.-p
MODEL 36H, OR EQUAL SAND BEDD:.JG FOR
/ SERVICE LINE 12_� ,. •�12
3/4 x 5/8 METER P, V.C. PIPE
e ln. fir:
ROCKWELL SEALED MIN, OD+12" MIN. 00+12" MIN OD+12" MIN OD+12"
REGISTER TYPE MAX. OD r 18° MAX. OD+18" MAX. OD + 18' MAX. 00+18" �; $ 1:2:3 H•E.S• CONCRETE
I OR EQUAL
3/4 CORPORATION COCK
MUELLER NO.15000, 3/a" CURB sroP
OR EQUAL MUELLER NO. H-15275
OR EQUAL ""HAND PLACED / j CEMENT STABLIZED
x , - n ;i HAND PLACED SAND ,
D HAND TAMPED i. / HAND TAMPED - i COMPACTED BACKFILL
TYPICAL WATER SERVICE CONNECTION / r EARTH �� �' - EARTH ii TAMPED IN 6" LAYERS; O
NOT TO SCALE ---- "' O e O _ _ _ `
o O/ 0 '/4 _D
11 I/4 0
`
MIN. OD 90
NOTE: Service connections to 2' cost, iron - 90 -• �+,•. "� CEMENT �\ o �.
n
MAXOD+18
pipe will Include service clamps. < ^c ** , -STABILIZED • • } - .
S •. M CONCRETE PAVEMENT
^^ o L t c SHELL
ORDINARY CONCRETE FOR 6 .::, .•r=
" EARTH BEDDING PIPE PROTECTION CONCRETE PROTECTION
- SPECIAL BEDDING FOR HOUSE SERVICE EXISTING 3' 0" MIN. COLD PATCH
--TRIM BACK TO SOLID MATERIAL -- - BITUMINOUS MIX
DEEP CONNECTIONS PAVEMENT 11/2"MIN
o. w CONCRETE o�)"D ' - NOT TO SCALE bOO 6"CJQ ✓�� 6 q Qq`
° P
CEMENT
.01 ND
' o ` COMPACTED ABACKFILL
e n 7,-n,, ,„ _ —____ wl TAMPED IN 6" LAYERS S
SLOPEMAX.
z PAINT GE OF
° 2% MAX- 1��
EXISTING PAVEMENT
JII% MIN_ z WITH RC-3 or RC•-4
to
PLUG -+CLASS "8" CONCRETE / PLUG — HALT.
ASP BITUMINOUS PAVEMENT
cc
TYPICAL PAVEMENT REPLACEMENT
WYE .. , ofSCALE: 1/2"-1' 0"
TYPICAL THRUST BRACING PLUG o'NOT TO SCALE y,a PLUG AT
� _ —_ � _---���PROPERTY LINE
TRENCH WIDTHrz
0 1
D' _ Z CONCRETE PIPE PROTECTIO N
� z - w 3' LONG WHEN STACK NOT USED
O to THE ENGINEER BACKFILL FOR FIBERGLASS
'Zr {4 a I M.H. SHALL BE CEMENT STABILIZED SAND.
ZO NO EXTRA PAY ITEM )
O i
STANDARD CAST IRON MANHOLE ,-STANDARD BAST IRON MAtIHOLE WATER I COPPER OR
Z = o FRAME & COVER TRINITY VALLEY FRAME a COVER MAIN
O F" 0 PATTERN NO. b72 OR FQUAL \
rn
Z W z —rr CORPORATION G
c '_ r /, o ; CONCRETE CAP `� CONCRETE CAP MUELLER NO H
W i o I OR EQUAL
L C e
3 I
� � l 2•, °
O e 4-2- 2-
rn
MANHOLES MAY BE
" u PRECAST CONCRETE E.
_ - OR FIBERGLAS AS
-"-- --- ; OtD o PER SPECIFICATIONS. k� c
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mw
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1/4 BEND ?
D / ZZ
IL ASS A CONCRETE
ill. i •�, •y> o o o t o r.a i .tP o
8'
;lr.�s,•-1-17iE7 =114 f==r//a//=r4
SECTION- A -A 6 x 6 No. MESH SECTION B-B
STANDARD MANHOLE DROP MANHOLE
SCALE: 1/2', 1'-0" SCALE' 1/2"- 1'-0"
°
PVC.
O
MUELLER H-15362
3/4' x 3/4" "Uual
BRANCH or
n
OCK
-15000
�-- VARIES •�. VARIES OR EXISTING
5/8' SERVICE l
TAPPED PLUG I'
TYPICAL CONNECTIONTO EXISTING SMALL WATER LINES
NOT TO SCALE
BLOWOFF_ DETAIL a x4 5
3,4' x 5/8' METER, ROCKWELLRanger fStruts as
TRINITY VALLEY IRON a STEEL CO.G0. NOTE: required
Necessity for use of I
SEALED REGISTER,TYPE PATTERN N0. 1684 OR EQUAL this Section will be t°.!'r-oD.or olv•--�Mlo.l
OR EQUAL STANDARD CASTING determined by the I �• .`� :,,�
--
--r_ ,7 .-_-.
-r.._•r, _„ _;
_
engineer as the
Ion progresses,
construction
co
C. GRAVEL AX I AGG. -t+
\MUELLER H-10205
°
a'o
o
and the details hereof
u tj, D
3/4"CURB STOP or equal
6°x
o,Y'
2'-0° SLAB`
may modified by him
o ." o.
o G
.o• n
to suit conditions
�, +
o
2'-10'
LONb
'P
"-'
+"...
o:.'•
encountered.
DUPLEX WATER SERVICE CONNECTION
SCALE: 1-1/2 ,r_ 1r_0,r
6" PLUG -
/
�.
.40 6r,:
e
\
/
a
GRAVEL(MAX.I"AGGREGATE
Uo -
-H .Q'
m
A
dimensions shown here are
F 4" " P
typical but are to be
A. Floor wnh a°Boor d,!•.'G
x
,
GLASS G" CONCRETE
varied as ordered by the
•
5" C LEANOUT
r
G
engineer.
Fin ay°c• IIblow floor.
/Zo
u
as
m
/
-Spreaders-2"boards
COMPACTED
BACKFILL
-,
necessary u
4°x4"Stingers
.r
TAMPED IN
6 LAYERS
" 4x4"Sills 6D4'c.c. ^'
'
„
All lumber shall be securely nailed
SECTION B B o
45 WYE
BRANCH
together with at least 16 dNoils.
3'
WET SAND CONSTRUCTION FOR PIPE
SEWER
NOT LESS
THAN
NOT TO SCALE
SHALLOW SAN. SWR. MANHOLE
SrD. 23-//2"C.l. ° ;
FRAME p" COVER / 45
PLUG
0
2'-OEND VIEW
..� �' Q. ELEVATION
CL.EANOUT DETAILS p q.,w n SEWER
C ^ c
SCALE I/2' I'-0" `s STANDARD V1(���� QI J��G1� ®G�J+►'��7
. I
a r fill N
a ? 4. < !fr
SECTION A -A
,- - DATE SCALE
APR ILt1986 H. CARLOS SMITH
AS SHOWN
r ENGINEERS AN
r / ----D SURVEYORS, INC. 1 JOB NO.
� DRAWN
�I P.O. BOX M 718 S. BROADWAY 19 9 2- 86 -
'/• CHECKED LA PORT E, TEXAS SHEET
Z. e /
Ltd B F LM rUM 1
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LIMIT OF PAYMENT
� EXISTING ROADWAY
¢ 3
3 I
0
ai
QSTAKE 12"x 4" WYE
- - - = 10"x 4" WYE
8"x 4" WYE
q
u1 ll I
LIMIT OF
PAYMENT
ry rrr-ri-rr irr iii iraxrir-id- Ih'—STOPPER
PLAN
SECTION A -A
�, - �4• HOUSE SERVICE AT LO % MIN SLOPE
12"x 4" WYE NOTE: A 2 x2x2'-O" STAKE SHALL BE
10"x 4" WYE PLACED IN THE SURFACE DIRECTLY
ABOVE WYE. STAKE SHALL BE
8" x 4" WYE EXPOSED 6" 8 PAINTED RED.
TYPICAL LONG SEWER TAP
10T H WAYS
' C. C.
INHOLES LESS THAN 12' DEER
WALLS SHALL BE 8" THICK, FOR
MANHOLES DEEPER THAN 12; THAT
PORTION OF WALL BELOW 12' SHALL PLAN
BE 12" THICK.
NOTE FIBERGLASS MANHOLES ARE ACCEPTABLE
WITH SPECIFIC APPROVAL IN WRITING
FROM THE ENGINEER. BQCKFILL FOR FIBERGLASS
M. H SHALL BE CEMENT STABILIZED SAND. NO Ex IRA PAY
STANDARD CAST IRON MANHOLE
FRAME B COVER, TRINITY VALLEY
PATTERN NO. 672 OR EQUAL STANDARD CAST IRON MANHOLE
�-..\ CONC. CAP
NOTEPRE-CAST MAN HOLES
ARE ACCEPTABLE AS
PER SPECIFICATIONS
IfCLASS "A" CONCRETE
6x6 No. 6 MESH
SECTION B -B
E
GRAVEL
AGGREG�
CC SAN. SEWER ;
o
RI
10'-O" `
I
i 6" LG. RADIUS BEND
4" HOUSE. SERVICE
LIMIT OF PAYMENT
I
OPTIONAL WYE SADDLE
CAN BE USED IN PLACE
OF THE IN -LINE WYE
STAKE
-STOPPER
TYPICAL SHORT SEWER TAP
-//
4 'x 4L9
I �sll/c U
� m
W¢
III
RANGE AND STRUT AS REO'D. 114
N
¢
III
I I
W
I
(j
yY
I II
MIN. TRENCH WIDTH
it
0. D. PIPE DIA. • 2-0
I
Um
I
YI
1'-0"
1 PIPE 0 D..
II
II
III
0'
II
'MAX.
FLOOR WITH 2" 'BOARD .
OARDS '
x4" SILLS G@ 4" C C
1. NECESSITY FOR USE OF THIS SECTION
WILL BE DETERMINED BY THE ENGINEER
AS THE CONSTRUCTION PROGRESSES 8
THE DETAILS HEREOF MAY BE MODIFIED
BY THE ENGINEER TO SUIT THE CONDI-
TIONS ENCOUNTERED.
2. WHERE ORDERED BY THE ENGINEER PAY-
MENT FOR THIS WORK WILL BE AS
FOLLOWS -
a.) PAYMENT FOR SANITARY SEWER
AT CONTRACT PRICE PER FOOT
h) PAYMENT FOR "WET SAND
CONSTRUCTION It AT CONTRACT
PRICE PER FOOT.
C.) PAYMENT FOR "WELL POINT" AT
CONTRACT PRICE PER FOOT.
ALL LUMBER SHALL BE SECURELY NAILED
WITH AT LEAST 16d NAILS.
- SPACE BETWEEN
_ SPREADERS: 2" BOARDS AS REQUIRED
FILL FLOOR
AND SILL WITH GRAVEL
WET SAND CONSTRUCTION DETAIL
SECTION A -A
SHALLOW SAW_ SWR. MANHOLE
STANDARD CASTING-
6"x2'-O" SLAB
CLASS "C" CONCRETE
NOT LESS THAN 3"
450 WYE BRANCH
•
i
o
�(
_
3/4 MIN.
SEC. OF COVER
THRU 1/2% 2-1/2" RECESS
E
R
1/2" x 2-1/2" RECESS
SEE DETAIL
3/4" HOLES
LETTERS TO BE RAISED V8"
4ND 2" HIGH USING LINES 1/4"
WIDE.
3/4"
GROOVES 3/16" DIA. z 3/32" DEEP
a
APPROX. 3/4" TO 1" .SPACES
16-7/8"
3/4° �—
16" -
11-3/4" -1 3/4"
i/4"R.
o
1
MACHINED
BEARI
G SURFACE
-•
V8�
15-1/4„
.III,
---
5 8
1-1/4 .
HALF
SECTION
HALF SECTION III
I '3/4"
32" MANHOLE COVER
23'/z'
MANHOLE COVER
WITH
FRAME
WITH FRAME
2-3/4"
NOTE.
4-12" CENTERING LUGS
a
i
MATERIAL* CAST IRON
A.ST.M A-48
FOR 23-1/2" COVER
CLASS N0. 20.
5-12" CENTERING
3/8"
FOR 32" COVER
5/8"
3/4"
ALTERNATE FRAME
STANDARD MANHOLE FRAME 8 COVER-
TRINITY VALLEY IRON B STEEL CO
"PATTERN NO 1684 OR EQUAL
7'- r� �lll !lrlllm' I
6" PLUG
- • Ji
-'-6" CLEANOUT
COMPACTED BACKFILL
TAMPED IN 6" LAYERS
CLASS "C"
1
I
1
•- q
PLUG
I
ELEVATION
END VIEW
.
WATER & SEWER LINE EXTENSION
HOLMES AVENUE
STANDARD MANHOLE
DROP MANHOLE
t.
CLEANOUT DETAILS
a
z
0
Ir
J
LLI
0
m
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TEMPORARY
TIMBER TRENCH SHORING
a
ICKER THAN 211
: IN PLACE
•
SEE NOTE 5
SHEET PILING
(RATION AS DIET
)NTRACTOR'S RE
IEER
FINISHED GRADE
n
II
II
(I
II
SEE NOTE 5 iu
TRFNrH SH(1RING — MIIUIfUIIRA DC NIIIDCRACRIT0 •
SIZE AND SPACING OF MEMBERS
DEPTH OF
TRENCH
KIND OR CONDITION OF EARTH
UPRIGHTS
STRINGER
CROSS BRACES
MAX. SPACING
MIN. MAX.
MIN. MAX.
WIDTH OF TRENCH
DIMENSION SPACING
DIMENSION SPACING
0'- 3'
3'-6'
6 1 - 91
9' - 12'
12'- 15'
VERT.
HORIZ.
FEET
TYPE
INCHES
FEET
INCHES
FEET
INCHES
INCHES
INCHES
INCHES
INCHES
FEET
FEET
5'-10'
HARD , COMPACT
3x4or2x6
6
2x6
4x4
4x6
6x6
6x8
4
6
LIKELY TO CRACK
" 11
3
4 x 6
41
1
I,
11
„
It
„
„
SOFT, SANDY OR FILLED
-
„ „
CLOSE
SHEETING
4x4
4x6
6 x 6
6 x 8
8 x 8
n
n
HYDROSTATIC PRESSURE
„ I,
at
6 x 8
10' - 15'
HARD , COMPACT
4
4 x 6
LIKELY TO CRACK
„
2
SOFT, SANDY OR FILLED
3x4ar2x6
CLOSE
SHEETING
„
4x6
6x6
6x8
8 x 8
8zi0
„
HYDROSTATIC PRESSURE
3 x 6
It
8 x 10
151- 20'
ALL KINDS OR CONDITIONS
,i
4 x12
4x12
6x8
8x8
8x10
IOXIO
OVER 20'
ALL KINDS OR CONDITIONS
6 x 8
q
8x8
8x10
IOx10
IOz12
4
6
s FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926 , SUBPART P.
BRACE
STRINGER
Off.
Q�
Q�
FILL SPACE BELOW FLOOR AND
BETWEEN SILLS WITH BEDDING;
7
UPRIGHT
FLOOR BOARDS 2"BOARD
STRINGER 411 X 4"
SILL- 411 X 4" at 4' CENTERS
AGGREGATE
SPREADER 2" BOARD AS NECESSARY
PERMANENT TIMBER TRENCH SHORING ,
TRENCH BOX
A' o
14
, ,!we-o^
UNSHORED SLOPED TRENCH
I
f
GENERAL NOTES
1.) TRENCH SAFETY SYSTEM TO MEET , AS A MINIMUM„ THE REQUIREMENTS OF OSHA SAFETY
AND HEALTH REGULATIONS PART 1926, SUBPART P.
2.) THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO TH£ TIMBER TRENCH
SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM , BE IT A TRENCH BOX, STEEL
SHEET PILING OR A COMBINATION OF THE ABOVE. MUST BE CERTIFIED BY THE
CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR
GREATER PROTECTION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET.
3.) CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT
THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPROPRIATE FOR SPECIFIC SITE
CONDITIONS OF THE OPEN TRENCH. INSPECTIONS ARE REQUIRED AFTER RAINSTORMS OR ANY
CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE .
4.) IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN
ON DETAIL, CONTRACTOR MUST NOTIFY ENGINEER PRIOR TO PROCEEDING WITH INSTALLATION.
5.) WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE
ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED
SHEETING THE UPRIGHTS MUST 'SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING
MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY)
6.) TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY, AND
EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH
BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS.
7) IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADEQUATE MEANS OF
TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE
NO MORE THAN 25 FEET OF LATERAL TRAVEL.
&I MEASURE TRENCH SAFETY SYSTEM BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY
STATED DEPTH OF TRENCH AND EARTH CONDITIONS NOTED IN THE PROPOSAL.
9.) EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE I
TIMBER FOR SHORING
MATERIALS. UNLESS SPECIFIED ON THE PLANS OR APPROVED BY THE ENGINEER ,THE MATERIAL
SHALL BE EITHER SOUTHERN PINE OR DOUGLAS FIR , OF THE GRADES SHOWN BELOW. (TIMBER GRADE
DESIGNATIONS REFER TO STANDARD DESIGNATIONS OF THE SOUTHERN PINE INSPECTION BUREAU
AND THE WEST COAST LUMBER ASSOCIATION.
SPECIES SIZE OF MEMBER GRADE
SOUTHERN PINE 2" THICKNESS NO. I - 1600f
SOUTHERN PINE 2-1/2It AND THICKER DENSE STR.65 - 16 50 f
)VER 10 DEEP DOUGLAS FIR 2" TO 4 " THICK DENSE CONSTRUCTION - 1750f
.DAMS OR NON - DOUGLAS FIR 5" AND THICKER DENSE CONSTRUCTION - 1750f
SOILS REQUIRE
BRACING. GRADING REQUIREMENTS. METHODS OF GRADING AND GENERAL REQUIREMENTS SHALL BE IN
ACCORDANCE WITH THE °GENERAL REQUIREMENTS FOR STRESS GRADES" AS SET FORTH IN ASTM
DESIGNATION: D 245 EXCEPT AS OTHERWISE PROVIDED HEREIN.
Ll
u
SOIL (EQUIVALENT FLUID) PRESSURES
FOR DESIGN OF TRENCH BOX
OR ALTERNATE
TRENCH SAFETY SYSTEMS
I
A^. Ik I. —
lwVlIt",-Q111- SOIL DISTRIBUTION
PRESSURE: 105 (d+4)*/S.F.
WATER & SEWER LINE EXTENSION
HOLMES AVENUE
AAXa" MINTED ON NO. 1000N OL[ARMINT
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oI f
CONCRETE THRUST -
BRACING '
GRAVEL, I CU. Ft.
GATE VALVE
z o
CONCRETE THRUST
BRACING
TER MAIN'PIPE ,
� TEE CONNECTION TO WA °
ALL BELL ENDS 18"x .8"x 4" CONCRETE PAD
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NOT TO SCALE
1
;
A A
All,
I.
L4TERA_ -
�N- •S DiRECTEO
j y _-4 Bare bDtn ..cys -
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,
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s METER BOX -BROOKS
� COPPER OR P.V.C. MODEL 36H, OR EQUAL
SERVICE LINE
3/4" x 5/8" METER
-_� t// ROCKWELL SEALED ra IN. OD+ 12n
_ REGISTER TYPE "" " ` "rr
-- OR EQUAL
3/4 CORPORATION COCK
MUELLER NO.15000, 3/4" CURB STOP \
OR EQUAL MUELLER NO. H-15275
OR EQUAL
TYPICAL _WATER SERVICE CONNECTION
NOT TO SCALE
NOTE: Service connections to 2" cast, Iron
pipe will include service clamps.
ORDINARY
_EARTH BEDDING
TRIM BACK TO SOLID MATERIAL
�CONCRETE
'o
4' 0" MIN. EXISTING CONCRETE
:OTE When authorized by •he Engineer trenrr °' / {3-------_---- - -- �". PAVEMENT
b or,r, moy De sloped from 6 above, ZZ
^a"'<.'��•-^_ I
top of pDo as shown. SAND BEDD:'AG FOR T..e._o
°
P.V.C. PIPE e _a 2 0 _ RI
2' ;
OD-,12" MIN 0D 12" MIN. OD+12"F\
MAX. OD +18" MAX OD + 18', • MAX. OD+IS" _I jj � r 1:2 3 H.E.S. CONCRETE
r•s rjl•t --- �j
77-1
CEMENT STABL:LED }„
J�+ HAND PLACED/' a� !4, NAND PLACEDi SANG ED BAC1 FILL
NAND TAMPED '' TAMPEDCO M PA HAND TAMPED
v
EARTH �� /;--v-'-�� EARTH _ � ��%'� �'il N 6 LAYERS
O _ .40 y O; �. �I 0 �• �( D
1
I `a/
1/4 T MIN. OD + 12"
900 CEMENT e o i MAX.OD + 18'
_'�4 STABILIZEDT .y,- M CONCRETE PAVEMENT
!I: ^* 2 t SHELL
CONCRETE FOR
PIPE PROTECTION t CONCRETE PROTECTION
FOR HOUSE SERVICE COLD PATCH
P
a >
F
: r.TASS "B" CONCRETE _ j1 Z r
WYE
TYPICAL THRUST BRACING � PLuo
NOT TO SCALE �x
_
SPECIAL BEDDING --- - EX STING 3 0 MIN.
DEEP CONNECTIONS PAVEMEN- !` - BITUMINOUS MIX
_. Ill I I/2"MIN '
_ TO SCALE Z�
$CEMENT
COMPACTED ABACKFiLL / /�
TAMPED IN 6" LAYERS "« <�- PA NT EDGE OF
J, SLOPE 2% MAX'. EXISTING PAVEMENT
1% MIN. z WITH RC-3 or RC-4
PLUG ASPHALT.
PLUG --- r,BITUMINOUS PAVEMENT
l
• . _ A TYPICAL PAVEMENT REPLACEMENT
^ °I SCALE V2'= 1'- 0"
d w
l
0
XI PLUG AT
a') jt"-__ PROPERTY LINE,
01
s
TRENCH WIDTH.
0 I III D ,4 z CONCRETE PIPE PROTECTION
3' LONG W HEN STACK NOT USED
m
NOTES o'ug ye to:, or main W hen service line
r
D + 12' w A D A ¢ s no, laid to pro'perry line.
2 se r•cc. or steepen at main when 2o/o slope
• _ . �I p o�. :s e•ceeded.
Z
e� f'`'. , L TYPICAL HOUSE CONNECTIONS
• '', u p. Z k --n �l " D ' SCALE 1/4: •1. O,i
W - D 1"
CR IL AGO �.
c S -
TEE 0 JALVE �.
s B E Lori ✓.]rmei" POr Connection t0
_ CLASS �' "ONCRFTc' I n I -CLASS "e"CONCRETE q 3"6Smaller Lines I
SECTION 4-A SECT ON - r Gate valve seperote pav Item
' 'C I
A
- '� CONCRETE THRUST
STANDARD STACK ? BRACING
1 '< j 3 4<"E vA..F SM rH b A _ ,.. R si 43°
C = j �, -REDUCING TEE :. GAS" IEUJC!NG CC,-L!NG
r;:-r; If-!, .•m 1 -,n; ;. .+-�-mF nr r-
.. p 3" PIPE
Y 3 PIPE OR EQ,AL
iz 'use GM BELL REDUCER
Ei w5 DH MUE__ER H-10890
rt -- - `a
'-• _ e size or exist, for ne a existing
"
�
UAL
`..ETEP AL METER COJP,JNG Or eaua
WA-ca MA'.
or equo,
VARIES_.-
I` NIPLE
E OR vI rING
- 5/8" SERVICE
11
�I
1 TAPPED PLUG I"
AST RON MAtJHOL•E
STANDARD :AST IRON r'.'%NtC LE
WATER
I n OPPER CR 2V.C.
T P CAL
CONNECT'.CN TO tk `' Vr,
N..._. A° -
c
FzSMF 8 C('.. P
'
NITr VALt F/
v RAVE a GOJER
MAIN i
-.. -� --- ,-1y
&
MUELLER H 15362
.,
"Uu01
! (
NOT TO gCAL_F
IL
.:
�A T R'� +..
-, OR FOJAL
b'c
`-
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e
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BRANCH
I
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F
ib
BLOV� OFF �ETAIL
Y 4
#
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jjj T
c r
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MUELLER NO H-15000
/
I
Range, I
...'�� Lee"
,.
:.\.....
OR EQUAL
Vii 5/8 ME rc
JNO
STEEL
`o84n' EQUALC.ns,naerlos
NOTE
se or
egUirtf[.
re
Z 1
P
a4ALED REG STER,TYP_
pR'. TERN
R
L t 1N
�Mine'f
OR EQUAL
STANDARD CASTIN r
determined by
i
°a°.8
m
.x
'.r •t
n J'
e . EMEN MORTAR
S ; ER
-�
I-
--
-MUELLER H 10205
'
3/4'CURB STOP or equal
- ,�
Fr"A 1 0 5• AH �� :�
L JX:
_ ,
`
- engineer r,eres
s ua o sg 5
and iris iota r_rer
maybe modified b h m
t alt'ors y
Qo
'1
riiili' BE
Z 1 :. PR AEI IONCHErE r �. -"TE I_.
t� ^R PIoERG As�1 _DUPLEX WATER SERVICE CONNECTION
~� SCALE I-/L'= 1'- 0"
{ c ill:if:.iF? ::t;rccr♦z:c rittzrr�� A �-
J
I: L �I 1/2'-EVENT NI�R--AR —1 CAST IRON MANHO E
w a z� PLASTER FRAME Q COVER
ti CID
u r 4'. W _
o s m 1 O.
I
Cr --_ 1 -
LJ
a� > N CLASS ..8.. CONIC- m o 22 ,I Twu 1
. r .
✓ (o a I i
n U
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r it
C -
- -
BEND � ;• '1� �, a \
t J; a
t 1/4 Z - - —
y 1
ARS AT
CL ASS A CONCRETE
LASS CONCRETE -� 4 BARS AT 12 0C #-4
= --- C A"C E :>
�— �=-"4 Bars both ways at 12" o.c. , BOTH WAYS 4" 0 C A�—
SECTION _A-q SECTION B-B
SECTIONA-A HALF PLAN
STANDARD MANHOLE DROP MANHOLE
--- —
SCA'_E� 1/2"- 1'-0" SCALE' J/2 I'-0" SHALLOW MANHOLE
SCALE 1/2" = 1'- 0"
`. �' ' ♦ , • 0 Sul con ,
0 N ancounfered
Y 70
n
� IO"or lee
/ -6" PLUG C 13
Ungraded wosned 311 , I'`s
} dimensions show.a here :16 `
typical but a cc r 2 as t z a 9 ^
^y vor ed as Ordered Oy ne " .• I-i
EANOUT ^1, CLASS C ON RE?Ea / i
/' „ engineer. I - ee°�. Duo tloo i", °
: i i Fst��!II j't tn�1
?-/ .'� ' Spreaders 2 boo.ds as I'�m
' necassary
COMPACTED BACKFILL / 4'x4"Stingers f� 4'z4 S�us�4�cc / TAMPED IN 6' LAYERS �� ' �
° '' ✓ ot eat leas0 N
0erwItm Securely 1nc;ls,1116 �
together
°45 WYE BRANCH
4 WET SAND CONSTRUCTION FOR PIPE SEWER
- —
��M{ � NOT LESS THAN 3" j
NOT TO SCALE
�'.lq ..,12 WAITER S SEWER EXTENSIONS
45° BLOCK 12
PLUG e
SYLVAN BEACH FIRST SUBDV.
=-� LA PORTE, TEXAS
FOR
ELEVATION END VIEW MRS. NORMA HOOTMAN
CL.EANOUT DETAILS STANDARD WATER a SEWER DETAILS
SCALE 1/2'= 1'-0"
DATE SCALE
+ SEPT., 1983 H. CA:TEXAS
MITH AS SHOWN
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ENGINEERSYORS, INC. JOB NO.
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PO BOX M HRUAOVdAv 1658 = 83
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