HomeMy WebLinkAboutWATER & SEWER CONFLICT RESOLUTION ALONG FARRINGTON BLVD. - FAIRMONT TO SPENCERCity of La Poirte, Texas
E �03i IMMINI I
RESOLUTIO
PROJECT LOCATION
LOCATION
Not to Scale
HARRIS COUNTY KEY MAP:
SHOI
MAP
579-B & C
LONG FARRINGTON LVD.
Project No. 67000001
Wolin T16911el am
Sheet List Table
Sheet
Number
Sheet Title
1
COVER SHEET
2
PROJECT LAYOUT
3-11
CONFLICT DETAIL PLAN & CROSS SECTIONS
12
WATERLINE DETAILS
13
SANITARY SEWER DETAILS
14
TRENCH SAFETY DETAILS
TEXAS
W
W
V)
MAYOR >
O
/
Louis R. Rigby 0
0
00
d-
O
COUNCIL -
O
N
/
O
O
00
Mike Mosteit Jay Martin
Chuck En elken Mike Clausen .eb..�
����P�goFrekgseod!
Daryl Leonard John P. Zemanek *::... (V * a W
i. RODNEY LEE SLATON > -I
90298
Tommy Moser Dottie Kaminski
,�IiSS/ONAL ENG�� W
CITY MANAGER
The seal appearing on o
this document was /
authorized by C9
RODNEY LEE SLATON z
Corby D. Alexander P.E=�9023' on SHEET 1 OF 14
0
/
w O
� STA. 6+95 0= STf� 9+85 � BENCHMARK
r STA. 4+10 (PROP. 8" �lC WATERLINE r P 0�'. 81' AC WATERLINE RM 010315-BRASS DISK AT THE INTERSECTION OF
PROP. 12" PVC WATERLINE r I I C� GT RESOLUTIO' ' x� FARRINGTON AND SPENCER HIGHWAY LOCATED ON
a I U3 'I �CONFLICT E§0 UTION rJ c)J
;HORIZONTAL OFFSET
i--- .t (n a 00 SOUTH MEDIAN CURB
ff a
taow 1 _�...:.�^;t,�:.� ___ N 13810031.93E 3216136.39
1 tI - .20 AVD 198 1 AD )
i d •- 1 BEGIN PROJECT 1 t --t ---- -''0' (L FAF NOTON RD _ aC
4 1t EL 20 N 8 200 J.
STA 1+22. Bt
Ed
ZE
0 ; STA. 12+40 '
1 PROP. 8' AC WATERLI�I 0 '
O Y _„I --1 NATURAL GROUND
w ai CONFLICT RESOLUTION p o
Ld
-
.F +�- PI STATION 11+72.09
I t - 20° 3 ' 68 79" HIT)
• I Z' o - DEGREE F CURVE - 1° 057 09,04" BENCHMARK
t• m
TANG -
t" STA. 18+25 LENGTH 8 BB9 79
0
1 „ RAOZ05 b 276. 63 RM 010315-BRASS DISK AT THE
PROP. 12 PVC WATERLINE PC STATION - 2+11.80 INTERSECTION OF FARRINGTOt!
i 111i tl } ' L4i- 1 Cr & 4" PVC SAN. SWR. PT 57ATION - 21+11. b9 SAND OUTHPMEDIpNHCURBOCATEO ON FOR LINE TO PASS OVER AN
t OBSTRUCTION RATHER THAN UNDER
Y CONFLICT RESOLUTION EL 20.20 (NA, E88,2001 AD MUST HAVE ADEQUATE COVER AND
� U EL 20. 20 (NANO 88, 200F ADJ.)
O STA. 20+1 O R,c�' � BE APPROVED BY CITY ENGINEER
STA. 15+42 0 f o WATER PROP. 12" PVC WATERLINE
TOWER
PROP. 6" AC WATERLINE` I `o CONFLICT RESOLUTION
CONFLICT RESOLUTION IN i I `� I ` PARK PARK o _
* _ A/C, CAST IRON, DUCTILE IRON, PVC
m i ¢ 1 N WATER LINE
d
�_..._ ' � •�Q. FAR TON RD �--` � =__
20
--
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_ -- - --- - —__ -- —
! -- --
k � _
• OBSTRUCTION
t
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f ' � T a9
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w STA. 23+07 Z
m PROP. 6" AC WATERLINE
Ul CONFLICT RESOLUTION
« STA. 31+80
PROP. 12" PVC WATERLINE 2' MIN
CONFLICT RESOLUTION
OI BENCHMARK
} Q
O STA. 26+00 STA. 29+20 \
1 STA: 32+42 C4 RM 0103t6-BRASS DISK AT THE NOTE;
s 1 PROP. 6 AC WATERLINE. PROP. 6" AC WATERLINE, PROP. 8" AC WATERLINE vN \ INTERSECTION OF FARRINGTON 1. MATERIALS AND COATINGS TO BE TYPICAL SECTION I \ AND SPENCER HWY LOCATED ON
CONFLICT RESOLUTION L°� 1 CONFLICT RESOLUTION I CONFLICT RESOLUTION A \\ SOUTH MEDIAN CURB IN ACCORDANCE WITH WATER MAIN
I z 2 I STANDARD SPECIFICATIONS. FITTINGS
N13H70031.93, E3216136. 39,
I J 1 I OH 1 1 O J , O ` .-.-,� `.-:: EL 20.20 (NAVO 88, 2001 ADJ.) 2. RESTRAIN PIPING AS REQUIRED TO. 4 - ¢ X 45' MECHANICAL JOINT BENDS (MEGALUG FITTINGS)
O I Q O t I H 1 I q I \"" ,u`•'` �•r- i PREVENT MOVEMENT.. 2- - 0 PVC/AC ADAPTERS (AS NEEDED)
C1 U t _._ _ 1 (J i. ._ rL FARRINGTON RD REQUIRED ON TRANSITION
•!• }. _._. L_._. -._..I .- _. - ...: Z BLOCKING R 3 E UI TRA 0 C 900 PVC WATERLINE (DR 14)(W/ RESTRAINT JOINTS)
_. - —• q'
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-- TYPICAL PIPE OFFSET
r--- - _ i`aow -C"UROA ~ SECTION FOR WATER MAINS
- - ----
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z I o I 1 z� I 1-Jil M I �-1 I jai rut ETA34+50
za enff` >; 6 AC WATERLINE
H a ( a (ateCT RESOLUTION
0 J ) PI STATION - 37420.74
cl STA. 30+50 DELTA - 21' 26' 39.52" (LT)
" DEGREE OF CURVE a t• 44' 39.67"
'ob%!
PROP. 8 PVC SAN. SWR. LENGTHY _ 621.06 ~��,�'(E of rF�}.�5�,,
LENGTH t(220. 36
CONFLICT RESOLUTION PAC°°STATION 31 06.79
PT STATION 43+36.14
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a 1 .................... � J
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F•-- W // i a 1 1 t END PROJECT I I v: O fit TONAL +
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�.,, -'_.....•.-._-z `JJ_ Z J I 0_: Bt06C00C00 - END OUTFALL 0= "ry
(A L_.- 1.....1..:...7 Q S e 3 L_"-____1 O ( ' .:..—_: N (BIG ISLAND SOUTH) CONSTRUCTION D3
_-_._ •-...._ flOW---..._.........t o o Q FARRIf(+TON RD
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:4.
-'_t ..,, i I �,� ' ( CONSTRUCTION ( Q/ ' 1 i� authorized by
'r.1i s I , CHURCH 1 -ss':,'': ' _ EA DRAINAGE ' ROW On
,.•''�� :1 �. ................•,.,. i EASEMENT
RODNEY LEE 8LAT0
12
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F-' t ;•� \.',L OCD:: qJ�(;y�1R0 RD
li RIZZUTO
ELEMENTARY
ENTAw SCHOOL I mLd
STA. 45+95 z j 4 f� ,
STA. 42+72 PROP. 8" PVC WATERLINE $ I '� .I.
PROP. 8" PVC WATERLINE CONFLICT RESOLUTION
CONFLICT RESOLUTION i 80, F L CAD FILE
RNw U AO ENGINEER RODNEY SLATON, P.E. PLAN
PLOT DATE
ti m;�4 604 W. FAIRMONT 2 13
D JI 4 m LA PORTE, TEXAS 77571 OWN
H OFFICE 281-470-5060 RLS
,, •I E-MAIL slatonrOaportetx.gov CKD
RLS
APPD
RLS
CITY OF LA PORTE SCALE
1 -100' (HOR)
WATERLINE & SAN. SWR. CONFLICT 1011 NO.
RESOLUTION ALONG FARRINGTON SHEET
BLVD. BETWEEN FAIRMONT & SPENCER 2/14
PROJECT LAYOUT of
W
NNz PROP. 8" PVC
mm��g WATERLINEI24.61 `
w
ntR=6'
(TYP)�
PROP 122 Lf`
240 RCP
W y
G9 S#
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a
P `-EXIST 8"
WATER LIN
1 �
1
STA t 2+55.81 r 69.06' LT � p C
TO ELm17.20
MATCH EXIST j
PROP 23 LF
PROP "B8` INLET #0--7 242 RCP
STA W55, 56, 61. 76' LT a
TC--ELG f 7, 20
^An tat Pt _t7 ^ln a
PROP. 8"
PVC-
r
WATERLINE
--------------------
C
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16. 501
RT
H
?,"BB"
INLET.#D-8
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M-IR li11
PROP 0813° rN 'ET #D -12
STA 9f35.61,64,15t RT �W "�' #N� PROP "BB" INLET #D-10
TC EL=16. 80 �, --J �, � STA 9+63. 00, 69. 31,1 RT
24" (N) FL=12. 80 Lli ;C a6N TO EL= 6.
1 C� w 24" (Sr W) LLP12.50
t
STA 9+34. 06, 67. 98,1 RT ! 0 1 STA 9+0 t 6% 73. 44' RT
TC EL=16.88 �. TO EL=16.91
MATCH EXIST !MATCH EXIST
S124"(S)
STA 12+62.71, 65,40t LT i naM ML.TC CH EX ST 6172. 82, 70.90' LT 1 a I 326"(S3i
LATCH EXISTEXIST 24II(E)
PROP "SO" INLET #0-5 BB" INLET ##D-•3 p may, EXIS
STA 12+61 60, 58.2V LT �62.85, 6Q.39' LTTO R
TC EL=17.20 - PROF
FL=13.10 i7.30 �' 1 ---
FLM 14. i 0 ; I =' � �------- ._ STA_
BENCHMARK
RM 010315-BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 (NAVD 1988, 2001 ADJ.)
-------
PROP'STM MH 40
RIM
STA 2
STA t6
RIMt2+97.10,
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END RA
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END RADIUS
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----- ------
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ROY� --------------- - i
13432,19` B
RADIUS
f ,Y-4,.�
v
2" HMAC
12" CRUSHED TYPE "A"-j
GRADE 1 LIMESTONE
GEOTECH FABRIC
TYPICAL ASPHALT PAVEMENT DETAIL
N.T.S.
MATERIAL SCHEDULE (WATERLINE-STA. 6+95)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(260 SY) W/ ASPHALT PER DETAIL THIS SHEET
115 LF-8" C 900 PVC WATERLINE
(SEE SHEET 7 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
MATERIAL SCHEDULE (WATERLINE-STA. 9+85)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(285 SY) W/ ASPHALT PER DETAIL THIS SHEET
135 LF-8" C 900 PVC WATERLINE
(SEE SHEET 7 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
MATERIAL SCHEDULE (WATERLINE-STA. 12+40)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(300 SY) W/ ASPHALT PER DETAIL THIS SHEET
125 LF-8" C 900 PVC WATERLINE
(SEE SHEET 7 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
MATERIAL SCHEDULE (WATERLINE-STA 15+42)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(295 SY) W/ ASPHALT PER DETAIL THIS SHEET
122 LF-8" C 900 PVC WATERLINE
(SEE SHEET 7 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
LL
/FARRRGTON If. 'r I
ppZ�of �p PROP. 8" PVC CM LL
WATERLINE
_ __
v�- - - - -
�..
_ _-_ - -- - ,t�A 11+,
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STA 16+U.0
r o 11 6. 0 RT / RODNEY LEE SLATON
' !END RADIUS r 90298........E
I
PROP "BSAI INLET #D-2
STA 16+73.31 65.31' c
� ppearing on
36" INLET a4B.69, 63o81" FITyll
i 24" RGP i'� 24" (S,W)' FLg13.60 this document was
fl authorized by
17.6p t RODNEY LEE SLATON
FL=14.00 EKIST SA AC STAF 5+73: ----B'9.41 r P.E. 90298, on
WATIFt LINEITC EL=17.'50 i `d-1 �- (3
+45.68. 67.82" FIT o i MATCH EXIST
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
-EXIST 12"
WATER
410, fits
np
r,
'
P
PI STATION 1gi
11+72,09
i
1
DELTA i
DEGREE OF-- VE
20* 3T` 58, 79" (RT)
-® -Taw O-S". 09. 84"
TANGENT!
= 960. Sul
LENGTH i
a 1 .899.79
RADIUS
_ 6s276,63
PC STATION'
= 2fii.80
PT STATION
21 +11.59
1
i
i
1
PROP 7' XV
STA 18+68,1
RIM EL=
66"(66" (2 FLp!
SEE SHEET 11 FOR PROP. 12"
PVC WATERLINE OFFSET
0
FARRINGTON RI
NGTON n-VD.
STa t9+
16, SO, I
BEGIN R.
-,--- QA----------- CAS
-�---_�- - -_.- -------- ---
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rA 194-39, 3. , 39. 26' RT
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MATCH EXIST
A 23+17, 08, 59. 50. LT
ELm 17. S9
a(S) t=L=12.80
_STA 23+665. 16,
16, 60' LT
---------- -----------
_ _ ROW
PROP 256 LF 60'
BENCHMARK
RM 010315—BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 (NAVD 1988, 2001 ADJ.)
2" HMAC
12" CRUSHED TYPE "A".`
GRADE 1 LIMESTONE
GEOTECH FABRIC
TYPICAL ASPHALT PAVEMENT DETAIL
N.T.S.
MATERIAL SCHEDULE (SAN, SWR.—STA. 18+25)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(35 SY) W/ ASPHALT PER DETAIL THIS SHEET
(SEE SHEET 10 FOR PROFILE)
MATERIAL SCHEDULE (WATERLINE—STA. 20+10)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(220 SY) W/ ASPHALT PER DETAIL THIS SHEET
115 LF-12" C 900 PVC WATERLINE
(SEE SHEET 8 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
MATERIAL SCHEDULE (WATERLINE—STA. 23+07)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(284 SY) W/ ASPHALT PER DETAIL THIS SHEET
125 LF-8" C 900 PVC WATERLINE
(SEE SHEET 8 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
M• Ya
V
yy yy
(TYONP)
--------------
- - -------GAS - -
- - GAS_ -._.---------
C
ROW
o
STA 23+55,16,
15.50" RT
END RADIUS
PROP 1188' INLET #C-8
---------------
STA 22+9 3. 99, 62.651
RTcE
OF rea4
TC EL=16, 80
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LT
ROONEY LEE su+TON
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I
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MATCH EXIST
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fit
1 SS.bNAL * GN
The seal peoring on
this document was
I
authorized by
RODNEY LEE SLATON
P.E. 90298, on
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
084 INLET 00-7 I
J
0
87.59' LT
i63,011,
O
E) FLa13.60
PR 13 LF
25+00.83, 1
1::� 24nMCP
I
{� 0
� NrRADIUS
_____ _______
jL
+
TOIAEMAI"
1�21
LF PROP
60LO 1, R
30 a RC-
DROP. 8 PVC
ATERLINE
W 00 8
'r
, r
-
70.2
W
lag28' 27
Rn6l
(TYP)
P
47,
15-
% 3
50" RT'•
BEGIN RADIUS
P PROP
-__----=""�
C'
1
1 ! 2
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ROP 23 LF*"24v RCP
CROP `BB` INLET #C-4
;TA 28+67.81, 62.58' AT
C EL=16, 8
''4" (W, N) fL=12.50
r
TA 26+67.05, 66.64' AT
Zzt
C EL=16.99
0
ATCH EXIST
(D 0
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F
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STA 26+221.43 39.50' LT FRUP 4 _ INthi RU-b
TO ELR i 6. 85 ' STA 26+42. 47, 39,601 LT
309(E) FLe13.90 TC EL=16.90
30" (E) FLA12.50
C PROP 6'X6' JUNCTION BOX MH #MC•-2
RIM EL�2i.44, 21.501 L7 PRi1P 13 LF 30"Rep.
i---- ------
` 30A fE; W} FLpi2. 00 PROP 6" �iUNCTION BOX I
i STA 28 42.47, 21.E T.'1' If
N } STA 26+60.6$ Eilt+( EL=
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------ ._.
PROP 55 LF___-*�
v- 1 27+00 e
28+00 17.
-- - - FAR
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---------- OE ONE -ONE '
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C STA 26+60. 33yoi 5.50' RT B- - - - -STA +2i . 00, i 5.50' RT
END RADIUS 0 I BEGI RADIUS t
r-P-RA0P_-xCn?,A INLET C-3a PR�:ttP "C2" INLET #C-2a
STA 26+21: 441 39,601 RT ST� 28+42, 47, l9isQ-'--_R4--------f
t TC EL-16.5 TC'EL=16.90 • ;
I"L=i2 n 30$ (W) FL=12. 50
30n(W) FLz 12.20
--PROP mBB® INLET #C-3 PROP 5'X5'JUNCTION BOX #MB"-5
STA 25+94, 05, 62. 57' RT STA 28+56. 44, 21. 50' AT
TO ELia16.4 RIM EL=
24" (S,NW) FL=12.30 42" (N W) FL-9. 65
24 0 FLA12.50
-STA 25+94.T9, 66«64' RT TO PROP "BB" INLET 8-14
MATCCHH EXIST , 90 STA 28+77. 40, 62. 57' Rl'
TC EL=16.50
24" (WIN) FL=12.80
STA 31 +99. 34, 60, 07" LT
TC ELni6.30 5
24" K E) FL=12. 30 I }-- 0
xQ
PROP "88" INLET # B-9 CRITICAL PROP
STA 31+69.63, 139.25' LT LOCATE } 240 C
TO EL-16i.84 '--- Qx .� '
---------------- - ---------------j
24 {N,E) FLA1.30
1 --------------
t
-- - -- --- - - - - --- ----- ---
- -- --- -------- ` -------------- -- - PRO
32
A
STA 31 +20. 78 „r °' / 16. 50" LT � � :0,o 24"
q� - EXIST i
BEGIN RADIUS rr TO DE R
- - - -- RA90' PROP 57 LF
> - - - - -- - -=- B
_--=-=:._T_1'i?) 24u RCP
31
z+ ' �E
JnL
828' 7. CS'� b `; ---_ 4 69 5' {TY
;Z:-PROP 17 CF lfo_ -' ---- - _
42 " RCP-
- EXIST STMTO BE01
� s
PROP. 8" P A 03 PROP 18 LF
N p>, SAN. SWR.
Rulo, a 24"RCP
PAC
- -- '
-------- R=20'
- --
11OW --_ t {TYP}
STA 31 +20.66 :* ;
8 B " 15.50'r AT
'
a, I BEGIN RADIUS t `"
I < C I
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----------- ----
--------- I
tit ° ; I
�r
N
® SSg•
EXIST 18°-
RCP TO
REMAIN
EXIST 48'
TO REMAIN
<
Z Of
I
I-
t STA 29+04,� BENCHMARK
TC - 16.
TCHCH EXIS7 1 AM 010315-BRASS DISK AT THE INTERSECTION OF
MAFARRINGTON AND SPENCER HIGHWAY LOCATED ON
PROP "138�' I SOUTH MEDIAN CURB
STA- 29+{}4.0 N 13810031.93 E 3216136.39
TC EL=1Z.4_ EL 20.20 (NAVD 1988, 2001 ADJ.)
1 24'(S) FLu1
C S.T•J ELOOD STATEMENT
a 15, THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
*" ENI ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
-------___ NAVD 1988, 2001 ADJUSTMENT
- BFE = 17.00'-20.00'
PROP. 8" PVC
WATERLINE 2" HMAC
(TY>0)
PROP 144 LF
42" RCP
- _-------- - -.:-
STA
, 'END
I PROP "earl I
STA 29+03.S
TC ELn16.3C
24`(S) FL=1
EXIST 64
WATER LIP
STA 29+04.70
TO EL=16.96
MATCH EXIST
MATCH EXIST
MATERIAL SCHEDULE (SAN SWR -STA 30+50 .--- ''-+
PROP "88" INLET #B-7 )
STA 32+26. 10 59.75' LT SAW CUT, REMOVE &: REPAIR EXIST. CONCRETE
TC EL=16. 40 ' (35 SY) W/ ASPHALT PER DETAIL THIS SHEET '
24" {,SI FL=12. 90 I (SEE SHEET 10 FOR PROFILE)It
EXIT 6" PVC ;
WATER-14NE------------
i I SOA 32+61. 15, IS, 50' LT t
C END RADIUS I i
;, v i--------------- -- -----------------------------------------------..-------^-�- --'- - - --- -, _- -- ` --�--
-q -- - •a 52--_-__ T t Sf: - l70W _ - - - w------- _- - -:------r"-'_------
-------------------------- •--------------- '-•-------------`---•--------
- -
4 "
PROP.; D PROP. 8PVC
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MATERIAL SCHEDULE (WATERLINE STA 26+00)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(294 SY) W/ ASPHALT PER DETAIL THIS SHEET
115 LF-8t' C 900 PVC WATERLINE
(SEE SHEET 8 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
-MATE ?IAL SCHEDUL (NlATERLINE STA 9+ 0)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(294 SY) W/ ASPHALT PER DETAIL THIS SHEET
120 LF-8" C 900 PVC WATERLINE
(SEE SHEET 8 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
-MATERIAL SCHEDUL (WATERI ;NF'-STA 3 +4
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(294 SY) W/ ASPHALT PER DETAIL THIS SHEET
120 LF-8" C 900 PVC WATERLINE
(SEE SHEET 9 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
MATERIAL SCHEDULE (WATERLINE STA 34+50)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(229 SY) W/ ASPHALT PER DETAIL THIS SHEET
125 LF-8" C 900 PVC WATERLINE
(SEE SHEET 9 FOR PROFILE)
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
CAD FILE
�'•••••••••• PLA RODNEY LEE SLATON j : O ENGINEER - RODNEY SLATON, P.E.
N
""' :"' F Aa 604 W. FAIRMONT PLOT DATE
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The sesea peYaringg on ` CITY OF LA PORTE RLS
SCALE
this document was III (HOR)
authorized by
WATERLINE & SAN. SWR. CONFLICT
RODNEY LEE SLATON Joe NO.
P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET
BLVD. BETWEEN FAIRMONT & SPENCER 5 14
CONFLICT DETAIL CROSS SECTIONS /
na
24' K E} FLmI2. $0
PROP STM MN 1A-2b
STA1 EL+22.855, .35.64' LT
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D RADIUS
W
MATERIAL -SCHEDULE 42+72)
SAW CUT, REMOVE & REPAIR EXIST. CONCRETE
(294 SY) W/ ASPHALT PER DETAIL THIS SHEET
130 LF-8" C 900 PVC WATERLINE
(SEE SHEET 10 FOR PROFILE)
1 MATERIAL AND COATINGS TO BE IN
BENCHMARK
RM 010315—BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 (NAVD 1988, 2001 ADJ.)
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
2" HMAC
5-1 4" FT S=1 4' FT
CI[VC .74 ,,y --1�%— — qq 12" CRUSHED TYPE "A"J
240 RCP -- "`� _ ACCORDANCE WITH WATER MAIN STANDARD GRADE 1 LIMESTONE
f + 41;00 E '' GEOTECH FABRIC
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PROP 19S LF 30"RCP BELL AS REQUIRED TO PREVENT MOVEMENT.
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TYPICAL ASPHALT PAVEMENT DETAIL
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t r� -___. �.... ........... ti wn �{ 604 W. FAIRMONT 2 13
(TYP) - _ - RODNEY LEE SL1ITON PLOT DATE
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EXIST 24 RCP ( STA 47+t3. 1$� 4fl.00' this document was 1"=20' (HOR)
TO REMAIN I
$Cii(ON MATCH EXIST ROTC ELF authorized by WATERLINE & SAN. SWR. CONFLICT JOB No.
DNEY LEE SLATON
EXIT ONLY /I P.E. 90298, on SHEET
RESOLUTION ALONG FARRINGTON
._..-' BLVD. BETWEEN FAIRMONT & SPENCER
PROP "8B° .INLET #A�2 EXIST f � 6/1 4
CONFLICT DETAIL CROSS SECTIONS of
2n 2D 20 20
19
18
17
16
15
14
13
PROP. 8" PLUG 12
& CLAMP
11
10
PROP.
4" S
.
EWfiEXI
ST. 12"
RUNE
PVC
SIAR.
EXIST.
(F
8"PC
TUR
)
WA
RLINE
1
z
_Q
PROP.
WA
8
of
PV
NE
i
IL
CV
0
If TO
P OF
PIPE
= 1C
1.98
i
19
19
18
18
17
17
16
16
15
15
14
14
13
13
`— PROP. GROUT
12 EXIST. PIPE
12
PROP. 8" PLUG
11 & CLAMP
11
10
10
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
9
CONFLICT 0 STA. 6+95
WATERLINE 8
(N. APPLE/TREE HOLLOW) 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
4-8" 45' MJ BENDS (MEGA -LUG RESTRAINT)
1-8" x8" T.S. & V.
1-8" WET CONNECTION
3-GROUT END OF EXIST. PIPES
1-8 PLUG & CLAMP
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
n
EXI
W
3T. 12"
RLINE
PVC
S%AR.
E}
(F
[ST. 8"
TUR
4C
)
i
N
z
w
PROP.
ATER
8 PVC
-INE
iV
10
11 TOP
OF
PIPE
= 9.
4
FITTING SCHEDULE (WATERLINE-STA. 9+85) CONFLICT ® STA. 9+85
4-8" 45' MJ BENDS (MEGA -LUG RESTRAINT) WATERLINE
1-12" x 8" T.S. & V. SHELL ROCK
1-8" WET CONNECT
3-GROUT END OF EXIST. PIPES
1-8" PLUG & CLAMP
1-8" PVC/AC ADAPTER
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
19 LEGEND
18 ® REMOVE & DISPOSE OF EXIST. PIPE ALL SIZES)
17
16
15
14
13
12
PROP. GROUT
11 EXIST. PIPE
10
9
8
20 20 20 20
19
18
17
16
15
14
13
12
PROP. 8" PLUG 11
& CLAMP
10
9
8
7
19
18
17
16
15
14
3
PROP. GROUT
12 EXIST. PIPE
11
10
9
8
70 60 50 40 30 20 10 0 10 20 30 "40 50 60 70
7
70 60 50 40. 30 20 10 0 10 20 30 40 50 60 70 CONFLICT 0 STA. 15+42
WATERLINE
CnNFI ICT (d STA_ 194-4.f1 RUSTIC ROCK FITTINGSCHEDULE--CWAT_ERLIN_E-STA. 15+42)
EXIST.
WATERLINE
12"
PVC
-PROP.
SWR
30'
(FUTURE)
STN
E
IST
8"
AC
mill
1
—
ri
i
Zia
F INVF.
WA
RLI
E
it
TOP
OF
'IPE
8.4
19 19
18 18
17 17
16 16
15 15
14 14
13 13
PROP. 6" PLUG
2 PROP. GROUT &CLAMP 12
EXIST. PIPE
11 11
10 10
9 9
8 8
EXi
WATERLINE
ST. 12"
PVC
"
TERLIN
P
OP. 8
PV
NE
PR
SW
P: 3
. (FUTURE)
n
of TpAslot
�I
*::.................:
RODNEY LEE StATON 1
' 90298 j
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
D-i8-- /_3
,— 2" HMAC
12" CRUSHED TYPE "A-7-
GRADE 1 LIMESTONE
GEOTECH FABRIC
ASPHALTTYPICAL PAVEMENT
BENCHMARK
RM 010315-BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 (NAVD 1988, 2001 ADJ.)
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
CONSTRUCTION NOTES:
1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH
PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE.
2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING -SAN.
SWR. AND WATERLINE TO ENSURE CORRECT FIT OF
TRANSITION ADAPTERS.
3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE
CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY
AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT
CURTIS HERROD AT 281-471-9650.
4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE
JOINT RESTRAINT DEVICE OR APPROVED METHOD.
NOTE:
PROVIDE MEGA LUG RESTRAINT
AT ALL MJ CONNECTIONS
20 20
19
18
17
16
15
14
13
12
PROP. 12" PLU
& CLAMP 11
10
9
8
7
6
5
4
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
CONFLICT 0 STA. 20+10
WATERLINE
RUSTIC GATE
71:4�
I
E
WATERLINE
IST. 12"
PVC
WA
RLINE
,--PROP.
66"
SIM.
110
ROP.
GROUT
EXISr
PIPE
zx
w
%ATERLINE
N
0
TO
OF
PIPE
= 5.
8Lj
E�
20 20
19
18
17
16
15
14
13
12
PROP. 6" PLU
& CLAMP 11
10
9
8
7
6
5
4
EXIST. 12"
WATER NE
PVC
EXIST.
WATER
6" AC
NE
1
PROP.
60
S
.
ROP.
XIST.
GRO
PIPE
T
w
J
%ATER
INE
TOP
OF
PIPE
= 6.40
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
CONFLICT 0 STA. 26+00
WATERLINE
COLLINGSWOOD
19
18
17
16
15
14
13
12
11_
10
9
8
7
6
5
4
FITTING SCHEDULE (WATERLINE—STA. 20+10)
4-12" 45' MJ BENDS (MEGA —LUG RESTRAINT)
1-12" x 12" T.S. & V.
1-12" WET CONNECT
3—GROUT END OF EXIST. PIPES
1-12" PLUG & CLAMP
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
FITTING SCHEDULE (WATERLINE—STA. 23+07)
4-8" 45' MJ BENDS (MEGA —LUG RESTRAINT)
1-12" x 8" T.S. & V.
1-6" WET CONNECT
1-8" x 6" REDUCER
3—GROUT END OF EXIST. PIPES
1-6" PLUG & CLAMP
1-6" PVC/AC ADAPTER
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
FITTING SCHEDULE (WATERLINE—STA. 26+00)
4-8" 45' MJ BENDS (MEGA —LUG RESTRAINT)
1-12"x8"T.S.&V.
1-6" x WET CONNECT
1-8" x 6" REDUCER
3—GROUT END OF EXIST. PIPES
1-6" PLUG & CLAMP
1-6" PVC/AC ADAPTER
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
FITTING SCHEDULE (WATERLINE—STA. 29+20)
4-8" 45' MJ BENDS (MEGA —LUG RESTRAINT)
1-12"x8"T.S.&V.
1-6 WET CONNECT
1-8" x 6" REDUCER
3—GROUT END OF EXIST. PIPES
1-6" PLUG & CLAMP
1-6" PVC/AC ADAPTER
1-2 SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
20 20
19
18
17
16
15
14
13
12
PROP. 6" PLUG
& CLAMP 11
10
9
8
7
6
5
4
E
W
IST. 12"
TERLIN
PVC
EXIST. fo
WATERLINE
AC —
PRO
60'
S
ROP.
.
GROIJT
_PIPS
.z
POP.
ATER
8" PVC
INE
ry
TOP
OF
PIPE
= 6.14
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
CONFLICT 0 STA. 23+07
WATERLINE
QUIET HILL
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
20 20
19
18
17
16
.15
14
13
12
11
PROP. 6" PLU
& CLAMP 10
9
8
7
6
19
18
17
16
15
14
13
12
10
9
8
7
6
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
CONFLICT 0 STA. 29+20
WATERLINE
WINDING TRAIL
rot
EXIST. 12"
WATFIR?NE-
PVC
PROP.
SWR.
42
(FUTURE)
STM.
EXIST.
6'
ATERU
AC
E
i
G
PROP.
PVC
PROP.
EXIST.
GROUT
PI
DE
�W
N
—
fo
LEGEND
® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES)
i *::.... .......
RODNEY LEE SLATON
r 90298
to r
�*l �bNAL
th�..�C���v-�
The seal op
earing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
TYPICAL ASPHALT PAVEMENT DETAIL
N.T.S.
BENCHMARK
RM 010315—BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 (NAVD 1988, 2001 ADJ.)
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE"AE" & SHADED ZONE X PER FIRM MAP 48201C0940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
CONSTRUCTION NOTES:
1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH
PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE.
2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN.
SWR. AND WATERLINE TO ENSURE CORRECT FIT OF
TRANSITION ADAPTERS.
3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE
CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY
AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT
CURTIS HERROD AT 281-471-9650.
4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE
JOINT RESTRAINT DEVICE OR APPROVED METHOD.
NOTE:
PROVIDE MEGA LUG RESTRAINT
AT ALL MJ CONNECTIONS
20 20
19
18
17
16
15
14
13
12
11
PROP. 8" PLU
& CLAMP 10
9
8
7
PROF.
OUID
36
STM.
PROR.2"S
SWR.
(F(JTUR
EXIST. 12"
WATERL
PVC
NE
WATER
NE
2-15ROP.
13
PL
PVC
PROP.
EXIT.
GF
PIELLJ
OUT
z�
-_j
N if
U
19
18
17
16
)15
14
13
FITTING SCHEDULE (WATERLINE-STA. 32+42)-
4-8" 45' MJ BENDS (MEGA -LUG RESTRAINT)
1-12" x 8" T.S. & V.
1-8" WET CONNECT
3-GROUT END OF EXIST. PIPES
1-8" PLUG & CLAMP
1-8" PVC/AC ADAPTER
1-2" SAMPLE TAP
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
BELL AS REQUIRED TO PREVENT MOVEMENT.
12
FITTING SCHEDULE (WATERLINE-STA. 34+50�
4-8" 45- MJ BENDS (MEGA -LUG RESTRAINT)
11
1-12" x 8" T.S. & V.
1-6" WET CONNECT
10
1-8" x 6" REDUCER
3-GROUT END OF EXIST. PIPES
1-6" PLUG & CLAMP
9
1-6" PVC/AC ADAPTER
1-2" SAMPLE TAP
8
1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
7
SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BELL AS REQUIRED TO PREVENT MOVEMENT.
CONFLICT ® STA. 32+42
WATERLINE
CARLOW
FITTING SCHEDULE (WATERLINE-STA. 42+72)
4-8" 45' MJ BENDS (MEGA -LUG RESTRAINT)
20 gn 1-12" x 8" T.S. & V.
- 19
18
17
16
15
14
13
PROP. 8" PLU
& CLAMP 12
11
10
9
'>Q=����<AYIeY►rf�L�3'
3-GROUT END OF EXIST. PIPES
19 1-8" PLUG & CLAMP
1-2" SAMPLE TAP
18 1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
17 SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE M
BELL AS REQUIRED TO PREVENT MOVEMENT.
)16
15
14 FITTING SCHEDULE (WATERLINE-STA. 45+95)_
4-8" 450 MJ BENDS (MEGA -LUG RESTRAINT)
13 1-12" x 8" T.S. & V.
1-8" WET CONNECT
12 3-GROUT END OF EXIST. PIPES
1-8" PLUG & CLAMP
1-2" SAMPLE TAP
11 1. MATERIAL AND COATINGS TO BE IN
ACCORDANCE WITH WATER MAIN STANDARD
10 SPECIFICATIONS.
2. RESTRAIN EXISTING PIPING BEYOND PIPE
9 BELL AS REQUIRED TO PREVENT MOVEMENT.
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
CONFLICT 0 STA. 42+72
WATERLINE
ANTRIM
MOMMEMEMEMEM
0
MEMENNEEMEME110
®�•,��,,.
OEM����i
MEm
�����l1�®II
I mo
MEMO
MEN
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=
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MEMMENEEMEN■®
FrPROF.
PROP.
SWR.
36
(FU
STM.
RE)
SW
.
2
(FUTURE
" S
EXIST. 12"
WATER
PVC
NE
EXIST.
6
ATERLI
C
E
P
W
OI
TERL
NE
PROP.
E
IST.
GRoy
PIPE
r
z
x
w
TOP
OF PPE
=
9.26
Nif
U
�jr
EXIST. 12"
WATERLINE
PVC
SWR.
(FUTURE
EXIST.
WATER
" PvC__\
NE
Piw.
8" P
C
P
EXIST.
OP.
OIPE
ROU
WATERLINE
_
w
J
U
11.70
20 20
19
18
17
16
15
14
13
PROP. 6" PLUG
& CLAMP 12
11
10
9
8
7
LEGEND
19
® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES)
18
17
16
15 2" HMAC
S=1 4" FT S=1 4" 7GEOTECH
14
13
12" CRUSHED TYPE "A",
GRADE 1 LIMESTONE
12 7FABRIC
11
TYPICAL ASPHALT PAVEMENT DETAIL
10 N.T.S.
9
8
BENCHMARK
7
RM 010315-BRASS DISK AT THE INTERSECTION OF
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
CONFLICT ® STA. 34+50 N 13810031.93 E 3216136.39
WATERLINE EL 20.20 (NAVD 1988, 2001 ADJ.)
BELFAST
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201C0940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
CONSTRUCTION NOTES:
1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH
PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE.
2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN.
SWR. AND WATERLINE TO ENSURE CORRECT FIT OF
20 20 TRANSITION ADAPTERS.
19
18
17
16
15
14
PROP. 8" PLUG
& CLAMP 13
12
11
10
_9
3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE
CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY
19 AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT
CURTIS HERROD AT 281-471-9650.
18 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE
JOINT RESTRAINT DEVICE OR APPROVED METHOD.
M17
)16
NOTE:
15 PROVIDE MEGA LUG RESTRAINT
AT ALL MJ CONNECTIONS
14
13
12
11
10 ►p(E rgsth
A, CAD FILE
/ .*..:.........* OF PLAN
................ ENGINEER RODNEY SLATON, P.E. PLOT DATE
9 604 W. FAIRMONT 2 13
90298 j LA PORTE, TEXAS 77571
� �G/O •jet OFFICE 281-470-5060 DWN RLS
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 t'SS/pNAL �G�� � E—MAIL slatonrQaportetx.gov CKD tl"RLS
CONFLICT ® STA. 45+95 �'°��' RLS
CITY OF LA PORTE SCALE
• WATERLINE The seal appearing on 1"=zo' (HOR)
OL0 ORCHARD this document was 1"=2' (VER)
authorized by WATERLINE & SAN. SWR. CONFLICT JOB NO.
RODNEY LEE SLATON
P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET
a-1 73 BLVD. BETWEEN FAIRMONT & SPENCER 9/1 4
CONFLICT DETAIL CROSS SECTIONS OF
2" HMAC
S=1 4" FT ply S-IZ41 FT
19
18
17
16
15
14
13
12
11
10
9
8
7
-6
5
4
3
2
1
0
-1
19
12" CRUSHED TYPE "A",
GRADE 1 LIMESTONE
7
18 GEOTECH FABRIC
17
TYPICAL ASPHALT PAVEMENT DETAIL
16 LEGEND N.T.S.
15 ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES)
14
BENCHMARK
13
RM 010315-BRASS DISK AT THE INTERSECTION OF
12 FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
11 EL 20.20 (NAVD 1988, 2001 ADJ.)
10 FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
9 ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940,
SUFFIX "L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
8
7
PROP. SAN. SWR. W
6 DROP STRUCTURE
TR = 17.70 CONSTRUCTION NOTES:
FL = 7.30 (W-PROP. 8
5 FL = 10.20 (E) 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH
PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE.
4 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN.
SWR. AND WATERLINE TO ENSURE CORRECT FIT OF
3 TRANSITION ADAPTERS.
3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE
2 CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY
AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT
1 CURTIS HERROD AT 281-471-9650.
4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE
p JOINT RESTRAINT DEVICE OR APPROVED METHOD.
-1
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70
PROP. SAN. SWR. W CONFLICT ® STA. 18+25 CONFLICT ® STA. 30+50
DROP STRUCTURE
TR = 18.80 SANITARY SEWER SANITARY SEWER
FL = 0.96 (E-PROP. 8") NORTH SIDE OF FLOOD CONTROL DITCH CARLOW ALLEY
FL = 11.85 (W)
—EXIST.
18" SiN.
SWR
PROP.
GR
UT
XIS
EXIST.
PIPE
" SAN.
SWR.
EXIST.
6" SAN.
SWR
PR
P. E
6" S
.
-
--
--
-
'E
w
_J
WA
ERLI
1' MIN.
EXIST,
2-12"
SAN. S
-
CLE
_
R.
'
'"''
TR =
FL =
FL =
18.80
0.60
0.40
-12"
12"
"
FL =
FL=
FL =
-
9.70
13.40 (
11.60 (-4"
18"
18)
SIN.
S
R.
0.3
%
FL
0.7
(W
PRO
. 8"
19
19
18
18
17
17
16
16
15
15
14
14
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
0
0
-1
-1
L
PRO
SWR.
4
(FU
" S
URE
.-
XIST. 1
" SAN.
SWR.
PROP.
GROUT
EXIST.
PPE
EXIST.
8" SAN.
SWR.
Z
_
i%
cV
LLI
U
P
OP.
45 L
-8"
PVC
EXIST.
2-18"
SA
. SWR.
EXIST.
SAN.
SWR. M
TR
18.20
FL
FL
Z 2.20
Z 9.80
S-18"
E-8")
FL
= 7.15
(E
PR
P. 8"
.aiE of iFkh�
L - CAD FILE
*:••:*I OF A -PLAN
...........
/ RODNEY LEE SLATON � � O ENGINEER RODNEY SLATON, P.E. PLOT DATE
�........................./ eta 604 W. FAIRMONT
0: 90298 ,' LA PORTE, TEXAS 77571
1 OWN
..
I�1,cF•. G�STEt�Y•;-�!
OFFICE 281-470-5060
usfhi E-MAIL slatonr®laportetz.gov
«."
RLS
CKD
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The
CITY OF LA PORTE
SCALE
seam earin on
HOR)
this document was
1 =2 (vE)
authorized by
RODNEY LEE SLATON
WATERLINE & SAN. SWR. CONFLICT
JOB NO.
P.E. 90298, on
RESOLUTION ALONG FARRINGTON
SHEET
lg-
BLVD. BETWEEN FAIRMONT & SPENCER
10/14
CONFLICT DETAIL CROSS SECTIONS
of
I
NCTION
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2" HMAC
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12' CRUSHED TYPE "A",
GRADE 1 LIMESTONE
GEOTECH FABRIC
TYPICAL ASPHALT PAVEMENT DETAIL
LEGEND N.T.S.
REMOVE & DISPOSE OF EXIST. PIP AL E (ALL SIZES)
BENCHMARK
RM 010315—BRASS DISK AT THE INTERSECTION OF
FARRINGTON AND SPENCER HIGHWAY LOCATED ON
SOUTH MEDIAN CURB
N 13810031.93 E 3216136.39
EL 20.20 NAVD 1988 2001 ADJ.
FLOOD STATEMENT
THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD
ZONE " AE" &SHADED ZONE X PER FI
RM M MAP 48201C0940
SUFFIX T' DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 17.00'-20.00'
CONSTRUCTION NOTES:
1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH
PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE.
2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN.
SWR. AND WATERLINE TO ENSURE CORRECT FIT OF
TRANSITION ADAPTERS.
3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE
CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY
AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT
CURTIS HERROD AT 281-471-9650.
4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE
JOINT RESTRAINT DEVICE OR APPROVED METHOD.
att OF 7*e g11it
=
L
CAD FILE
PAN
....... .......
j RODNEY tEE StATO... 1
wtAl
ENGINEER — RODNEY SLATON, P.E.
604 W. FAIRMONT
PLOT DATE
�. 90298 j
,�i�O,n
o
r
LA PORTE, TEXAS 77571
pyyN
�v
t
RLS
S3fONAL �i�
ape
EMAIL s8atonrOopoOFFICE
etx.gov
CKD
RLS
APPD
RLS
The seal upp6aring on CITY OF LA PORTE 1"= SCALE' (HOR)
this document was i„=2. (VER)
authorized by WATERLINE & SAN. SWR. CONFLICT JOB NO.
RODNEY LEE SLATON
P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET
2 `18 BLVD. BETWEEN FAIRMONT & SPENCER 1 114
CONFLICT DETAIL CROSS SECTIONS
OF
SERVICE CONNECTION NOTES
SYMMETRICAL
ABOUT THE MAIN SHALL HAVEAMINIMUM DEPTH OF48'EE.OW TOP OF CURB GRACE.
'
HALF SECTION HALF SECTION UNDER TET
HE WATER SERVICE LINESTHATAREINSTALLEDBEFORE"aCOMPLETIONOFSTRECONSTRLIOTIOHSHALL PIPING NOTE
UNDER PAVEMENT NATURAL GROUND BE LAID IN THE SERVICE011'C.`HATTHESAMEELEVATIONA9THEWATERMAINORAMWiMLIMCONEROF46' FITTINGS, VALVES AND PIPE JOINTS SHALL BE
BELOW TOP OF CURB CRACK AT THE PROPER LOCATION FOR THE METER BOX,THE METIER (CUR13)STOP WWI SECURED WITH MECHANICAL JOINT RESTRAINTS.
SOD OR SEE REQUIRED) PER BE RAISED TOIB'BELOWTOPOFCURSGRADE ��UGHEXCEBSTUSING TO RAISE THES'TOPATAFUIURE THESE RESTRAINTS SHALL BE EBAA IRON 2000
( ) DATE TOO'BELOW Top OFCURBGRADE PV FOR FITTINGS AND EBAA IRON SERIES 1500
CITY OF LA PORTE STANDARD FOR PIPE JOINTS OR APPROVED EQUAL.
Mvs�r SPECIFICATIONS LOCATOR WIRE TO BE PLACED ON ALL MAINS ANDS RVICE& 00L 20 GA. COPPER)
NATURAL GROUND
AVAR SINGLE METER SERVICE LINES SHALL BE 1' MIN. LPOLYETHYLENE, SOR4L
\LID. C.T.B. - CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH GRADE WATER DISTRIBUTION NOTES
pp�p1� _ 1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL
:'••.>'.: ;'' :• %;t;_ .;: ;: '•:: 11 �� Ja �/ J FIRE HYDRANT ABSEMBLIES$HALLNORMALLYMAINTAINTHREEFOOTCLEARANCEFROMBACKOFCURS. BE AT 125 PSI FOR A DURATION OF 8 HOURS.
J � / • / REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE BY W TEE, ONE SIX INCH GATE VALVE AND SOX ONE FIRE
J J- J- J- J- J- - -� / _ J J PRESSURE TEST OF WATER LINES GREATER THAN .)_0"
/ / / / J_. l� / j HYDRANTAND SIX INCH PIPING BACKS.SHALL BE AT ICI Jj J� J� :% / 1 J� -1JV DURATION OF 85HOURS.0 PSI A
J7 J Q J J J / WATER VALVES ON MAIN LINES $HALL BE LOCATED AS CLOSE AS POSSIBLE TO MENDED PROPERTY LINE AND
w>r�iYpm •/•/ •/ SFWI CONFORM TO AWWA04W. OPEN LEFT. EQUIPPEDWITH PENTEDONALOPERATiNG NUT
I J J- J- aurae J=� - J 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION
/ �!qy, J! WATERLINE841NCHTHROUDH12INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OFAWWABTANDARDG800 4-492 SIZE = 4:492
J( / %I/ / J'�/ _ CLASS 180 SDR18 WITH CAST IRON OUTSIDE DIAMETER,
. 3. ALL WATER METER BOXES SHALL BE NOS MODEL NO.
,t�i D15AM42-DISS OR APPROVED EQUAL.BOX NEEDS TO BE
J/ >^' L\ f",. ALLCONCRETETHRUSTBLOCKINGSHALLSEPLAOEDTOFORMA80LIDCONNECTIONBETWEENFITTINGS.
6 - COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS
wwrii":.::::'••:, w VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE FOR THRU$TBLOCKING WWI FU1VEA WILL NOT BE ACCEPTED.
o MMIMIUMOF25WP.S.LCOMPRESSIVE SM94THAT20DAY8.
CRAY IRON AND DUCTILE IRON FITTINGS $HALL CONFORM TO AWWAC410 AND END JOINTS OFFITTINGSAND 4. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE
a wo MAIN LINE VALVES SHALL CONFORMTOAWWAO.1t1FOR CLU3KEtEDJOWTB.piiAYIRON AND DUCTILE RESISTANT AND CASING SYSTEM ON UNDERGROUND
PRESSURE PIPE SYSTEMS.
IRON FITTINGS, SHALL BE CEMENT LINED OR EPDXY COATED. ATEACH FITTING THERE WALL 13E EBAA IRON
SERIES 1600FORCERE$iRNNTBLEEVEB' 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH
i-SPRING LINE ALL FIRE HYDRANTS AND VALVE BOXES ARE TO02ADJUSTED ToFINISH ORADEAFIERPAVING ISComm PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE
dr THE LOWEST HORMDNTAL FLANGE OFA FIRE HYDRANT SHALL NOT BE MORE THAN S`ABOVETHE SURP0UNDING FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN
MULTI -LOT SUBDIVISIONS.
NATURAL GROUNDATANY POINT.
EMBEDMENT MATERIAL INBTALLCONCRETEBLOCKBENEATH FlREHYDRANTS BEFOREPLACINGCONCRETETHRUSTBLO(20NGTo
PER CITY OF LA PORTE INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL
STANDARD SPECIFICATIONS
CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC VOW 48 HOURS BEFORE STMPOF
NOTE•,2i':;i+'?;.:•'i'. CONSTRUCTION.
DRY BOTTOM NOTE
1. SEE CITY OF LA PORTE STANDARD DETA0.
2.8' MIN. FOR MAIN DIAMETER QO
1r MIN. FOR MAIN DIAME'IER>✓20'
45'
WATER DISTRIBUTION MAIN
BEDDING & BACKFILL FOR
OPEN CUT TRENCHES
N.T.S. .,. 'y. ..
PIPE TAPPING SCHEDULE
WATER MAIN
SERVICE SIZE
TYPE AND
3AP
1'
14W
r
DIAMETER
4" CAST IRON OR
DUCTILE IRON
DSS, WBSS
DSS, WBSS
DSS, W13SS
DSS, WBSS
4" ASBE TOS
(EXISTING CEMENT
WBSS
WBSS
DSS, WBSS
DSS, WBSS
4" PVC (AWWA C900)
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
6" AND B" CAST IRON
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
OR DUCTILE IRON
f AND ASBESTOS
(EXISTING) CEMENT
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
6" AND DUCTILE IRON CAST IRON
OR DUCTIL
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
g AND B" PVC
C900)
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
12" CAST IRON
OR DUCTILE IRON
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
2XISTING) CEMENT " ASBESTOS
E
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
2 PVC
�AWWA C900)
DSS, WBSS
DSS, WBSS
DSS, WBSS
DSS, WBSS
16" AND UP CAST IRON
OR DUCTILE IRON
DWBSS
DWBSS
DWBSS
DWBSS
i6" AND UP ASBESTOS
(EXISTING) CEMENT
DWBSS
DWBSS
DWBSS
DWBSS
6"WA C900) AND UP PVC
�AW-
DWBSS
.DWBSS
DWBSS
DWBSS
DSS - DUAL STRAP SADDLES
.WBSS - WIDE BAND STRAP SADDLES
DWBSS - DUAL WIDE BAND STRAP SADDLES
s I
90' BEND
45- BEND
221'
BEND
TEE
PLUGS
ZE
A
B
A
B
A
B
A
I B
C
D
4"8,•
16"
1 10"
1 9"
10"
6'
8"
10"
12"
10"
21"
8"
22"
13"
1 12"
13"
8"
10"
13"
16"
12"
29"
10"
26"
17"
14"
17"
1C"
13"
16"
20"
14"
36"
12"
29"
21"
16"
21"
11"
16"
18"
24"
18"
41"
14'
35"
24"
19"
24"
12"
20"
22"
27"
18"
48"
16"
38"
27"
21"
27'
12"
24"
24"
30"
20"
54"
24"
48"
40"
30"
40"
20"
30"
36"
48"
36"
72"
SERVICE TAPS TO BE cl
MADE IN THIS ZONE
EXCEPT FOR PVC FASTTAP
45'
BLOW -OFF & CHLORINATION
TAPS ARE MADE IN VERTICAL
POSITION WIDE BAND SINGLE SADDLE
OR DUAL SADDLES
SERVICE TAPS
N.T.S.
HALF SECTION HALF SECTION UNDER
UNDERPAVEMENT NATURALGROUND
PAVEMENT NATURAL GROUND b + v t mmj DMA
HANDLING HOLE
J~
I, . i = SELECT FILL
aur �( RANDOM
BACILL IN
TRERENffHHZONE PER
TRENCH ZONE SPEaFlCATIONS
SACKfILL
��yL •t GON
18ACKFILL
CEMENT..ggT�•ABILIZED i' SPRINO L94E Bt 11(18'DIA t2078mm1
BAND EMBEIMAENT —
Mw - Miry .
(SEE NOTES)
HAUNCHWO 789186DIA [1991mmj
416H8` 1128mm]
72 818R CIA [7844mrn[ 14 718'
-
'; sE[ xore' a ' :..:, ....• . r. `. BEDDING [377mm]
...
\VANANA RNAVA(220mm1
8
TYPICAL CROSS-SECTION [2134mm)
NOTES: 11 77111
1. THIS DETAIL MAY USED ONLY 3. MAX TRENCH WOTH SNALI BE NOT
FOR DRY STABLE TRENCH GREATER THAN MIN TRENCH MOTH FRAME SECRON
REQUIREMENTS
SEE SPECIFICATION FOR REQUIREMENT$ PUTS 24 INCHES, UNLESS OTHERMSE
W OTHER CONDMONS, NOTED.
4. MIN. BEDDING DEPTH SHALL BEE 12 INCHES -/
2 MIN TRENCH SHAG. DE PIPE W 1✓ MACHINED SURFACE
PLUS AN ALLOWANOWM CE •A 3 TE
EAST JORDAN
IRON WORKS, INC
P.O. BOX 439
AST JORDAN, HL 49727
1-800-874-4100
FAX 231-536-445B
DRAWN
DATE
SBB
01/07/00
APPROVED
DATE
V-1418-2
FRAME
PRODUCT NO,
41418216
CATALOG N0.
V-1418-2
REF, PRODUCT DRAWING
41418216
EST. WT,
FRAME, 105 LBS 48kg
OPEN AREA
N/A
MAT'L SPEC
RAKE - GRAY IRON
ASTM A48 CL3
LOAD. RATING
HEAVY DUTY
NOTES ON USE OF STANOARO DETAIL SAN-015
SEE TARE$ 2 TB D
fOA AC�iABIE UAW PPE 9 TARES x 10 a
NrtRsacnao m¢ `FO[ ACCFP7ABtE NOTES TO SPECIFIER,
SIZE: FOR EAOI TABLE 3 5.. • NNGrE3 ]HAr A SPdCMI Dd51DN OR f718
SIZE: OF WE MOUE OF)M�EACN D NA MNIHOUE SRE DF PIPE YIIIANY IIIOE ANO WiDRSECNIO WE al 92E5 F00. B' Aw EAAOdA Nona S1Ed S11AE6 at USd➢ -
s•-o• ro
S-5' PRECAST CNAO
YANHOtES PIPE
IIMuUu
YAW R'E TWE SEE TABLE i
FOR MAGALAI DUUIEm
FOR MAIN PIPES FROM STRAIGHT
THROUGH TO 45" DEFLECTION_
WE TASII S 2 t0 e
FM ACCERAOIE
& II ANCd �S• O1F115.l1SUN INrdA9MTlON PT D/d.
IAICNAYSA (D DRSATSp, ea"sw NA1N dND
�QLD'M'D PNd9 ALOND and LINNOtd INDIDB
d. PIPS GEE rolvaras USED 1N was S To D AAC
AAD60 ON AFJS YNE DSS16Y SNOMMA Mr C4ECUGrs,
To SEE IF THNNAA GEE PIPES GN MEYI TAX
SSPLWMY CAITEAM FDA AN018S SNI,= rAAN
m8((rrr"us ATLOI.
Adb'l5IfN0 BUOYS UPELmMaas8ED ON
EAT9'A Ar OAOUND SUAFACS Ma A W27T
PACrOR OF LE➢.
S A SPECIAL DSSION 1E RSODDUEU IF ➢ANNOLS IS
JS OAGRA Mw A Pr.
MAN WE IAA4E FO! EACH
MINE �an OF PPE
TABLE 4
i YYRYIaI ANLlE AND 011EAZECNIO ME b 92E4 i0l T-0• pA YANNNE
UAN PPE URE 9+IE1f471M10
SEE TAME 1 FOR PPE
UNKIMM NAYEIER n•-O' m n'-o• PRECAST
CO4MM uValms-
FOR MAIN PIPE WITH 45- TO 90' OEFLECTON
TABLE i
MARWUM MAN WE
DIAMETER D D) W OLDIES
N
WT
45M 8'1R611&I
DET'IECIipi
TBE U
5
]s
xJ
x
e
z
se
3
7
4a
Se
e
aD
sz
s
WtERSECB[IO
PIPE ID SIZES
YNIWVY MHASLCTWu AHOE 01 OECRFES FOR VN6NIf MAIN PPE ID ONE W WC S
(01OdS)
5
to
IF
tS
P
a•
So•
4r
a
44
41
45
{D
51
N
57
61•
63
67
7e
to
u
4
p
60
Si
Sa
39
02
83
79
s6
64
57
56
59
62
60
'42
63
86
62
aS
as
n
74
66
69
71
74
A
aT89
66
71
74
>)
a0
>
e3
t5
I9
)
a5
a
G
21
24
6I
at
27
30
_
33
WIFASEam
PPE RI 9M
YIMYIIM MARSECRNo NIGIE N DECREES FOR VARIOUS MAIN PPE 0 am W NOTES
(WORNO
TO•
12'
le
AO'
{
a6•
a
35
Y
34
42
a
Al
AB
at
54
57
59
as
71
ID
36
as
43
45
411
60
5]
SS
50
at
a]
73
12
is
q
Aa
45
51
53
56
Ss
61
64
70
7e
A
SD
36
a3
56
as
55
Se
se
81
N
as
ID
e1
63
on
6e
72
>a
64
as
69
71
75
m
ae
e6
- T2
7e
is
21
a0
74
at
71
>)
63
24
27
74
79
65
a
s0
3
e3
e9
38 R
4E
. AL RNARVE EMBEDMENT BACKSM
FOR THE NOMINAL PIPE S2L• MATERIALS FOR FORCE MAINS MAY BE ALLO..NOTE- MINIMUM PPE MUM ARE AND tlAlER5ECm0 IS am FOR T-W M u"HoLE
WED.
NOMINAL PIPE 92E 'A•
IS, TO 30• 24'
OVER 30• 36.
>AI'ffU YSEMRSOONGAMSACM MANHOLE COVER TO BE 32 INCHES.
FOR DRY STABLE TRENCH
N.T.S.
*BEAM JOINT
RUBBER GASW frM )
NTFASECIWC
RIPE N SZES
YNIMUM NIERSECIWO W9LE N DEGREES FOR VARIOUS MAW ME 0 am IN WCNES
(NcdS)
a
10
13•
15• 6•
1 ]I'
or
1
]0•
I Sr
I w
a
A9
sD
54
[s m
as
a9
n
n
az
as
ID
17
3
57
et a4
66
1.>a
79
es
as
N
6e
7
1 75
7]
79
a3
75
79
D]
N
20
N
03to
87
s0
W
ae
15
s0
21
14
R7
30
33
36
-
-
TABLE 5 1
u6uuw4 AxaE AxD WtERSErnuc ISPE ID Q,RR raH e•-D• NA YAHxoLE -
WIFRSEZE6=
PPE b S
WMMUM WTERSECONO ARGUEW DECADES FOR VARIOUS MAIN PPE 0 a= W WOIES
("ICNES)
S
ID•
Ir
IV
]I•
7
So•
sa•
.
4 •
a0•
a
30
32
N
I ]6
Sa
41
43
45
1 47
SO
1 53
1 W
at
al
74
TO
]]
35
>D
40
{2
44
w
4e
51
53
50
63
56
77
t2
fs
]a
40
a2
4i
la
49
51
53
as
6o
63
n
79
42
•
14
a6
47
40
SI
49
SI
53
SI
Sl
SS
57
W
6]
55
S]
50
63
67
SO
SS
60
62
as
70
A
5e
66
62
6+
a6
7Z
76
at
62
6{
67
as
73
a
a7
73
et
Is
]T
)0
73
a]
72
A
as
24
T
74
79
of
76
as
_
30
XI
62
67
SO
_
as
M604z
54
. NOT APPLICABLE
QNTERSECTING PIPE GREATER THAN MAIN PIPE)
STANDARD "uAMD
E°.wUL
SANITARYSEWER
34 mrP)
CRY OF LA PORTS STANCARD DETAIL
CEMENT
5`-O' TO 8T-0' DIAMETER PRECAST
MORTAR
CONCRETE MANHOLE NOTES
(NOTE7)
N,T.S.
IDENTICAL
(NOTE
SECTION 1114- Dftmi LETTERS
IPMW. AMUSTMENTRI ��ggTGgE
(VOTE 2ED AS NECESSARY 14�1 `fiA I
> 54 ,Ty V-1418
AND SEALED WITH 1
44.0a D1A APPROVED SEALANT ]e ASW Aw a5 tl
_ pqE �pN 117" 1 ® 0�
BASE SETCitON MCI, PEN
_ NTT R PICKFIOLES
CONNCRPRE�EI'E INVER'TIX 11/4• [3Yngn1 LETTERS
3 (4)1' RBmm1 Dbk BOTTOM VIEW
VENTHOLES ON 183W
> r
1bIToRcrYP.)
1427MM1 CIA BOLT CIRCLE
F
TCP VIEW
77 9118a 416118a
1 11970 =1 CIA [t128mm[
SECTION A DEPTHS tRSOTONMA ALL, VY OLE
COVER SECTION
NOTES:
+/ MACHINED SURFACE
ea 1_111 Auyt eFuahrr I. DEPTH OF MANHOLE DETERMINES SECTIONS
PA Nu 439
AST JOROAN, Mi. 49727
1-800-874-4100
FAX 2:1-536-4458
O2AWN
DR1E
5161
10/)7/00
APPRIV:D
047E
MANHOLECOVER
PRIEDUCT NO.
41418062
CATALeG eLL
V-10
REF, PREDUCT DRAWING
41,118042
CIT. %M
COVER, Li0 LBS 73kg
ORN AREA
N/A
MA"E SPEC.
OVER - GRAY IRON
ASrM A48 CL39
LEIAI RATING
HEAVY DUTY
�TNr,
CLOSE SHEETING
PLAN
1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT
REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER,
WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD,
C ) DESIGNATION FOR PROPOSAL (BID) PURPOSES
C w )) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P,
2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS <FULL SIZE)
UPRIGHT
v-
X ,
B�
STRINGER RACE
I' MIN,
STRINGER
oQ• 'CZP,�F, Q~
UPRIGHT
TRENCH JAC
SEE NOTE 4
UNSHORED SLOPED TRENCH
TIMBER TRENCH SHORING H
MAXIMUM V
ALLOWABLE -
SLOPE
(DETERMINED
BY GEOTECHNICAL TOP OF TRENCH BOX
o� UPRIGHT ENGINEER)
CROSS BRACE
QQ�
STEEL SHEET PILING
PENETRATION AS
DETERMINED BY
CONTRACTOR'S REG.
00 PROF. ENGINEER
TRENCH JACK AND STRINGER
01
PENETRATION AS DETERMINED
BY CONTRACTOR'S REGISTERED
PROFESSIONAL ENGINEER T
TRENCH 13OX
STEEL PILING XTRENCH SAFETY SYSTEM DETAILS
N.T.S.
TRENCH SHORING MINIMUM REQUIREMENTS (**)
SIZE AND SPACING
OF MEMBERS
UPRIGHTS
STRINGERS
CROSS BRACES'
DEPTH OF
TRENCH
KIND OR CONDITION OF EARTH
WIDTH OF TRENCH
MAXIMUM
SPACING
MINIMUM
MAXIMUM
MINIMUM
MAXIMUM
DIMENSIONS
SPACING
DIMENSIONS
SPACING
UP TO 3
3 TO 6
6 TO 9
9 TO 12
12 TO 15
VERTICAL
HORIZONTAL
FEET
FEET
FEET
FEET
FEET
FEET
TYPE
INCHES
FEET
INCHES
FEET
INCHES
INCHES
INCHES
INCHES
INCHES
FEET
FEET
5 TO 10
(A)
HARD, COMPACT
3x4
OR 2x6
6
2x6
4x4
4x6
6x6
6x8
4
6
(B)
LIKELY TO CRACK
3x4
OR 2x6
3
4x6
4
2x6
4x4
4x6
6x6
6x8
4
6
(C)
SOFT, SANDY, OR FILLED
3x4
OR 2x6
CLOSE
4x6
4
4x4
4x6
6x6
6x8
8x8
4
6
SHEETING
(D)
HYDROSTATIC PRESSURE
3x4
OR 2x6
CLOSE
SHEETING
6x8
4
4x4
4x6
6x6
6x8
8x8
4
6
10 TO 15"
(A)
HARD, COMPACT
3x4
OR 2x6
4
4x6
4
4x4
4x6
6x6
6x8
8x8
4
6
(B)
LIKELY TO CRACK
3x4
OR 2x6
2
4x6
4
4x4
4x6
6x6
6x8
8x8
6
(C)
SOFT, SANDY, OR FILLED
3x4
OR 2x6
CLOSE
4x6
4
4x6
6x6
6x8
8x8
8x10
4
6
SHEETING
(D)
HYDROSTATIC PRESSURE
3x6
CLOSE
SHEETING
_ 8x10
4
4x6
6x6
6x8
8x8
8x10
4
6
15 TO 20
(E)
ALL KINDS OF CONDITIONS
3x6
CLOSE
SHEETING
4x12
4
4x12
6x8
8x8
8x10
10x10
4
6
OVER 20
(E)
ALL KINDS OF CONDITIONS
3x6
CLOSE
SHEETING
6x8
4
4x12
8x8
8x10
10x10
10x12
4
6
MINIMUM
BENCH MAXIMUM ALLOWABLE
WIDTH SLOPE DETERMINED BY
GEOTECHNICAL ENGINEER
PROJECTED MAXIMUM ALLOWABLE
SLOPE DETERMINED BY
GEOTECHNICAL ENGINEER
NOTEi CLAYS, SILTS, LOAMS, OR
NON -HOMOGENEOUS SOILS
REQUIRE SHORING AND
BRACING
GENERAL NOTES
1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS
OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P
AND Q.
2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM-
BER TRENCH SHORING SHOWN IN THE TABLE, THE ALTERNATE SYSTEM, BE
IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION
OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED
PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC-
TION 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 APPRO-
PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH, INSPEC-
TIONS 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 PROVIDE ENGINEER WITH
PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND
MAINTAINED IN A VERTICAL POSITION,
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 ADE-
QUATE 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.
8.MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF
TRENCH PROTECTED, PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH
PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL <BID).
9. STRINGERS AND BRACES TO BE SECURELY FASTENED,
10• TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE
FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED
IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC-
TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR-
ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE.
11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER
IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN,
12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE
AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER,
13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD
FOR PIPES WITH O,D. OF UP TO 48 INCHES, THE DESIGN ENGINEER SHALL
PROVIDE SEPARATE DESIGN FOR PIPE WITH O,D. LARGER THAN 48 INCHES,
16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS,
A) SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90'
B) COMPACTED ANGULAR GRAVELS = 1/2 1 i
C) RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 11
D) COMPACTED SHARP SAND = 1 1/2 1 1
E) WELL ROUNDED LOOSE SAND = 2 11
16. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS
REQUIRE SHORING AND BRACING, THE PRESENCE
OF GROUND WATER REQUIRES SPECIAL TREATMENT.
i
` Ao CITY OF LA PORTS
OWN:
RS
�oF
�m
PLANNING DEPT.ENGINEERING DIV.
CK'D:
RS
OF'Tf�gs°4
P
6LA
OR E' EXAS,RMONT 757
rEXAS
RS
a*:' *aaj
i *
281-471-5020; FAX:281-470-5005
APP'D:
.:................
' RODNEY LEE SLATON
�..... ..................:.. �
Scale:
90298
11 0o �EQST��`��p'�
NONE
ALTERNATE SYSTEM
11 SS,oNALEN��
FARRINGTON BLVD.
Date:
UTILITY CONFLICT RESOLUTION
FEB,
2013
The seal appearing on
Project
No.:
this document was
13-67000001
authorized by
SHEET:
RODNEY LEE SLATON
P.E. 90298, an
13
TRENCH SAFETY DETAILS
14
14
OF