HomeMy WebLinkAbout6" SAN SEWER REPLACEMENT ALONG HCFCD UNIT NO. B106-02-00ci
o°
a
Im
o
LL
101
Q
u
zw
so`
Co
s
s
z�
10
z
,.a
U Q
a
0
w
❑
a
o
a
PROP. SAN. SWR. M.H./FE=13.00
CONSTRUCT RIM ELEV.
1.0' (MIN.) BELOW EXIST. GRADE REMOVE & REPLACE EXIST. SAN. SWR.
H WITH 6" PVC SAN. SWR. ® 0.66%
N.I N� B
TIE INTO EXIST. 6" SAN. SWR. �V 106 02_oo
EXIST. TOP BANK DL , 88 P (110' R _
���/)
EXIST. FENCE LINE N.G.=19.5 EXIST. 6" SAN. SWR. G, 61� H C
°— — — — 30 L.F. x MPROP. SAN. SWR. M.H./E==10.88
, R,) CONSTRUCT RIM ELEV.
— — — — — _ — — — — — — — — 1.0' (MIN.) BELOW EXIST. GRADE
--------- _ — — PROP. 320 L.F. OF g» /
® 0.66q, TIE PROP. 6" SAN. SWR.
1 0, UT \_ N. G.=18.5 EXIST. 6" SAN. SWR. INTO EXIST. MANHOLE
IL I T Y ESM T, » PROP. fL - 8.74
c� ►� BE AND SWR \ \ I AB
CD CD Ln Uo-r�; cow ONED) \ \ \ \ 325 L. 6
0 0 0 o rn ' 1-o TQ ��` ` \ \ OF » P SAW: --CUT XISTING
M NrJ� �G SqN CONCRETE PAVEMENT
.� �, c-1- \ \ \ `swR ® p X1Sr r01 BA C�3
cy)6q NK
c:)
\<
o \
Li
O01)
J
ti
CONSTRUCTION NOTES:
1.) HMO COUNTY FLOOD CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT,
SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (713-684-4050).
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS IS REQUIRED AT THIS TIME.
2.) ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY FLOOD
CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT, REQUESTING INSPECTION
AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARMS COUNTY FLOOD CONTROL
DISTRICT RIGHT—OF—WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
RIGHT—OF—WAY AND/OR EASEMENTS SHALL BE STAND AND FLAGGED.
3.) CONTRACTOR MUM BE RESPONSIBLE FOR PROTECTING, MAINTAINING AND RESTORING
BACKSLOPE DRAINAGE SYSTEMS.
4.) ALL DISTURBED AREAS WITHIN THE HARMS COUNTY FLOOD CONTROL DISTRICT
RIGHT—OF—WAY, EXCEPT THE CHANNEL BOTTOM, SHALL BE MELDED AS
PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION ENTITLED
"TURF ESTABLISHMENT" SECTION 02931.
5.) BACKFILL TO BE COMPACTED IN NO GREATER THAN 1 FOOT LIFTS TO THE DENSITY
OF THE UNDISTURBED ADJACENT SOIL.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLAW IN CHANNEL. DURING
CONSTRUCTION AND RESTORING CHANNEL TO ORIGINAL CONDITION.
7.) ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE H.C.F.C.D. RIGHT—OF—WAY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOODPLALN AREA WITHOUT FIRST
OBTAINING A FILL PERMIT.
RUS r
R K
CPRIVATE UTILITY Nv'r%TES
1.) SOUTHWESTERN BELL TELEPHONE CO. 527-1973
THE LOCATION OF SOUTHWESTERN BELL TELEPHONE CO. LINES SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR SHALL DETERM M LOCATION OF LINES IN THE FIELD PRIOR
TO COMMENCING WORK CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY AND ALL DAMAGES
OCCURING DUE TO FAILURE TO LOCATE AND PROTECT THESE UTILITIES.
2.) ENTEX
CAUTION: UNDERGROUND GAS FACILITIES.
LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR
INDUSTRIAL. GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN
AN APPROXIMATE
LOCATION ONLY. SERVICE I2M ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL
CONTACT THE UTILITY COORDINATDNG COMMITTEE AT 223-4567 OR 1-800-245-4545 A
MINIMUM OF 46 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE -LINES FIELD
LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING.
WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
3.) HOUSTON LIGHTING & POWER CO.
TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT
MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER 12M AND FEDERAL
REGULATIONS, TITLE 29, PART 1910.180(I) AND PART 1926.550(A)(15$ REQUIRE A MINIMUM
CLEARANCE OF TEN FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL
AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR
THE SAFETY OF WORKERS UNDER THE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR
OVERHEAD POWER MINES, CALL (713) 228-7400 FOR THE LINE TO BE DE —ENERGIZED
AND/OR MOVED AT YOUR EXPENSE.
4.) CITY OF LA PORTE 471-9650
THE LOCATION OF CITY OF LA PORTE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHAM DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
UTBITHIS. THE CITY OF LA PORTE SHALL OPERATE ALL VALVES DURING CONSTRUCTION.
iMTERPOSEb10OWE00N
A BYOMM
FlNALAP
17- rtro10 trwt it 0
Oas•
TFIE ABOVE 81GNATORE Vpll['
�1�`%a d✓
No ?top It d
L Q F o r 4040 vr6
1 fGi..J YrdlC
by i} is plart
W ll,-- -
g-t-
tr.�
t71
0
ti
NOTE: PROP. LINE TO BE 8' MAX. FROM EXIST. FENCE
BENCH MARK:
CHISELED "X" IN STORM MANHOLE
LOCATED IN MEDIAN OF FARRINGTON
RUSTIC ROCK
ELEV. 19.46 ('78 ADJUSTMENT)
4" PINE
N H
�
a
0
0
M
M+•1
LL
J
U
z w
z
H
�
Hx
o
m
m
UVi
0 w
U
Lio
0
cn
N p a
FARRINGTON BLVD
19.34
. (Southbound)
EXIST. B.O.C.
EXIST. SAN. SWR. MANHOLE
N. RIM ELEV. = 19.85
W. 8" CONC. PIPE I.E. = 10.90
E. 8" CONC. PIPE I.E. = 10.10
G=�
SAW caur EJbS7WG QONG�tEIE' PAVE1/EM PROAf 6tG - as rorAL w/DIH QF �,0:
Par cm of ca PgR1E srAnwARas (SS DEfM s ,� of 4 J
19.40
w -Si
SCALE: 1" = 5'
— — — — — — — EXIST. 36" STORM SEWER
I •
mamm f sA� sw� � � 2" CREPE MYRTLE �
3" PINE I 5" PINE 7" PINE
I N.G.
N.G. .
X Ix EXIST. SAN. SWR. MANHOLE X
19.50 19 0 I x iN. RIM ELEV. = 19.79 19.60 • _
I) N. 18;; CLAY PIPE I.E. = 0.93
S. 1 CLAY PIPE I.E. = 0.93
o � E. 6;$ CLAY PIPE I.E. = 9.99
�. W. 8 CONC. PIPE I.E. = 7.64
6" PINE 4" PINE I� 5" PINE
Irn •
19.53.
EXIST. B.O.C.
FARRINGTON BLVD. (Northbound)
25
20
15
10
5
0
EXIST. 18" SAN. SWR. N.
EXIST. 18" SAN. SWR. S.
19.50
Q
CD
0
+
O
O
¢
v '
O
I�^
y
�
C)
''
U
CD
C6.
...........
t II .
. . . . .
.................
C5
. . . . . . . . . . . . m . . . . . . .
......
W
6F-j7 .
W
.
. . . . . . . . . .
I.
EXIST..36". STM. SWR. . . . . . . . . . . . . . .
I.
�.
STA.
I.E.
0+23.5 M M .,NW s'. CLAN pE
= 9.81SIR sAn�ws�zau
EXIST: 6" SAN. SWR.
.I
�rl wfirmm
NV COAV N
. . . . . . . . . . 1
.
�'
h FL•= . •
PlAIoP+D.4fD 8' SMC SIYlL LAVE
• OWE �`JIO t e SAi1C SwR' L& . CO HAI.:040t
t .
As DpP W& BY. nE My OF La PIOR7�
FL= 0.93 -
FL= 0.93
� gC'TO0H vvQoQoo
SCALE: 1" = 5' H. & V.
25
20
15
10
5
0
g�a->nq
°
.........
.............
FRED D. THOMPSON
�� p a • "' 73887 * l
5 -z-a - 9y
19.55
CITY (1)F LA P(1)RTE
7-7717
'.• it .. .,., fir. ,
L
709
EXISTIN��
EPDXY GROUT
DETAI A
N.T.S.
1KiSY',1D J I ►iT�
OR
4 AT 241, C.C.
N m
0
600 1/200
60 *4 AT 241, C/C Too 700
1% (VARIES)
U DO
� a
3 AT 18" E.W. (TYPO) CURB DETAIL
OR #4 AT 24" E.W. NO TO SO
CONSTRUCTION J01 N
3/4" BITUMINOUS JOINT SEALER
Io0
`�7 � ao
0 00 a
a. I
1/2" DiA. x 14" LG. SMOOTH
DOWEL AT 12" C/C.
PAINT AND GREASE THIS HALE
1/4„ R. TYP_)
3/4" REDWOOD EXPANSION JOINT MATERIAL
i� W'1" REMOVEABL.E STRIP
EXPANSION CAP
CXAPD ANM Oo N JOINT
N.T.S.
IMT24"
11
E.W.
700
3%�" :ITUMINuUS JOINT SEALER
#3 AT 13" E.W. (TYP.)
11m
CONTRACTION J01
N.T.S.
FRED D. THOUP* SO*No
..................
73887 ;a
g
WM NM5
I. CITY OF La PORTS PLANNIG DMPf• SHALL DE NOTIFIED 48 HRS,
PRIOR TO CONSTRUCTION AT 4'71-5020
2• CONfACf ff UTILITY COORDINATING COMMITTEE FOR TIC HOUSTON METROPOLITAN
AREA 48 HOLKS PRIOR TO CONSTRUCTION, TELEPHONE NUMDERI 223-46'7.
5. CONTRACTOR SHALL It M5PON51DLE TO PROVIDE CONSTRUCTION WATER, CITY OP La PORTS
CONSTRUCTION WATER METERS ONLY SHALL It USED TO OBTAIN CONSTRUCTION WATER•
METERS MAY It MAW AT CITY HALL FOR A 0600.0017PP051f.
4• CONSTRUCTION STAKING SNAIL It Tf1P CITY'S MTON51PI Y,
5, M55 501L FROM MEDIAN SHALL DECOME PROPERTY OF TIC CONTRACTOR AND
15 TO It REMOVED FROM 51TE,
6. NEW CONCRETE TO M CLA55 A WITH #313AR5 Af 18" O.C. BOTH WAYS,
CONCRCTF TO It 9" THICK PLACED ON 6" LIME 5TAI IM9 51,06RA17E COMPACTED TO
95% STANPRD PROCTOR DENSITY,
7• NEW CLO TO It 6" TALL 13Y 6" WIDE WITH I - #3 PAR IN CENTER ALONG
ENTIRE LENGTH, #5 DOWELS AT 24" O.C. FROM CW TO NEW CONCgTE•
8, If 5H&I, It THE CONTRACTOR'S 95PON51PILITY TO MAINTAIN PROPER PARRICAM5
AND WARNING DEVICES•
CITY (1) F FA P(IR�iT1iE
PAVING DETAIL SHEET
DRAWN BY: BRIAN DESIGN: ERE® TAP=PROVED:RED FILE NO.: 94-7102
SCALE:NOTE® DATE: 5 / 94OPO: E - 10 SHEET 3 OF 4.
F"=