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LOCATION MAP DATE __ ` z/�z�oY �aNAi E
Not to Scale ,
CITY MANAGER DEPARTMENT OF PUBLIC WORKS
SUBMITTED
Robert T. Herrera D BY A'�.ftK'
DATE 03 2/- 0►
� Steve Gillett .. /�2 � G
GENERAL NOTES
1. Contractor shall be aware that utilities exist or may exist in
the construction area which:
a. Have not been field verified (NFV)
b. Have not been located on the drawings
c. May not be shown accurately on the drawings
d. May exist in the construction area and not shown on the
drawings
It is the contractors responsibility to verify the location and
depth of all existing utilities prior to excavation.
2. Contractor shall contact all pertinent utility companies 72 hours (minimum)
prior to excavation in area. The Houston Area Utility Coordinating
Committee may be contacted for certain utilities at (713) 223-4567 and the
Railroad Commission of Texas contacted for verification of Natural Gas
Lines and other Utility Lines in the Construction Area at (800) 545-6005.
3. Contractor shall verify all dimensions and conditions in the field
before commencing work. It shall be the Contractor's
responsibility to report any and all discrepancies to the Owner
and the Engineer in a timely manner.
4. The Contractor shall maintain access to Residential and
Commercial properties adjacent to work areas at all times.
5. The Contractor shall conduct his operations in a manner such
that trucks and other vehicles do not create a dirt nuisance or
safety hazard in any streets, public or private. Clean up of
streets shall be done daily.
6. The contractor shall regrode all ditches and replace all culverts
and driveways to match existing conditions, unless otherwise shown.
Adequate drainage and driveway ingress and egress shall be main-
tained during construction.
7. When construction occurs in City Right -of -Ways, and Easements adjacent
to Residential yard areas and private property, Contractor shall take
care to minimize construction damage to affected yard areas and private
property.
8. Contractor shall replace damaged area including but not limited to
fences, landscaping to original condition and to the City's satisfaction.
9. Contractor shall be responsible for contacting the appropriate gas
company to relocate any gas lines exposed due to excavation
and in need of relocation.
10. ht. All excavations which
No open excavations shall be left open overnight. P P 9
cannot be backfilled overnight shall be covered, as a minimum, with steel
plating when in paved areas; 3/4" plywood, wood planking with OSHA
orange plastic expanded mesh barrier around perimeter in unpaved areas,
or as approved by the City of La Porte.
11. Existing pavements, curbs, sidewalks and driveways damaged or
removed during construction by the Contractor shall be replaced
in kind by the Contractor at his expense.
12. Existing utility lines shall remain in place, unless otherwise shown or
directed by the Engineer.
13. Contractor shall avoid interruption of utility service to any
Resident or Business. Any such interruption shall be closely
co-ordinated with the City. Contractor shall provide notices of
service interruption to the residents or Business in the manner
described in the specifications.
14. Contractor shall not operate City water valves. Contractor shall contact
City of La Porte for any valve operation necessary for this project.
Contractor shall verify that proper notices have been provided to affected
residents or business prior to the closing of any valves.
15. Contractor shall not use Residents' water. City will provide water meter
and water at no charge to the contractor.
16. Contractor shall provide one foot (1') minimum clearance between gas lines
and all other utilities (New or Existing).
17. On all pavements to be removed, including concrete driveways
and sidewalks, the pavement shall be sawcut prior to removal.
18. All excavated areas shall be barricaded at all times to prevent motorists
from inadvertently driving into bore pits, open cuts, and trenches. All
excavation must also be cordoned off with 4-foot high orange polyethylene
fence with mesh size 2.50 inches by 0.80 inch, Tenox Beacon or approved
equal, installed per manufacturers recommendations and acceptable to the
City of La Porte. The fence shall be supported with enough intermediate
support to avoid excessive sagging. The fence may be tied to traffic
barricades where excavation extends beyond or is located entirely behind
the existing back -of -curb or edge of pavement. Adequate barricades with
flashing yellow lights shall also be provided to protect pedestrian
traffic.
19. Contractor to coordinate with the City 48-hours in advance of
implementing its traffic plan or proposed street closings. Contractor and
Owner to confirm acceptability of traffic plan by conducting an on -site
evaluation prior to actual implementation.
20. For locations where excavation is required in streets the contractor
shall furnish and maintain adequate barricades, warning and directing
signs, flags, and lights.
21. Contractor shall maintain no less than one (1) lone of traffic in each
direction at all times.
22. A minimum of two (2) flagmen will be provided by the contractor from
his own work force at all times during construction. When directed by the
City of Lo Porte, Contractor shall also provide a minimum of two (2) off -
duty uniformed City of La Porte police officers. (No separate pay for
flagmen or uniformed police officers.)
23. All signs, barricades, pavement markings, traffic signals, and channelizing
devices used to handle traffic shall conform to the latest revision of the
Texas Manual on Uniform Traffic Control Devised for Street and
Highways (TMUTCD), "Part VI -Traffic Controls for Street and Highway
Construction and Maintenance Operations."
24. Contractor shall take necessary measures to insure that light standards
and/or poles are adequately braced and supported when excavation or
construction activity occurs in their vicinity. The cost associated
with such efforts shall be insidental to the project.
25. Contractor shall adequately protect existing structures,
utilities, trees, shrubs and other permanent objects. All costs
associated with repairs or replacement of damage due to
Contractors performance of work will be paid by the Contractor at
no additional cost to the project.
26. Trees within the Street Right -of -Way shall not be removed nor
disturbed. Where tree roots must be cut, obtain City's concurrence
and follow the repair methods described in the Specifications.
27. Any area of grass which is disturbed or dug up during the construction
shall be replaced with St. Augustine sod or grass which matches the
grass removed.
28. All manholes and other utility structures in the construction area
shall be adjusted to finished grade. Rim elevations for manholes shall
be set flush with the finished grade for all manholes located in
pavement. Rim elevations shall be 3 inches above natural ground for
all manholes located in other areas unless otherwise shown. For
manholes outside of pavement, sloped fill shall be added for storm
water drainage away from manhole rim.
29. Existing pavements, curbs, sidewalks and driveways damaged during
construction by the Contractor shall be replaced by the Contractor at
his expense.
30. It is the Contractor's responsibility to locate all existing services
and reconnect them properly. In the event service connections are found
to be plugged during excavation or pre -television inspection, the
contractor shall coordinate with the City and the Engineer prior to
abandoning the services. No services shall be abandoned without prior
approval from the City: Payment for abandoning the services shall be
made at the bid unit price.
31. Texas Law Article 1436c, prohibits all activities in which persons or
equipment may come within six feet of energized overhead power lines,
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 these laws. If yyou or yyour company must work near
overhead power lines, call (713)-207-7777 for the lines to be
de -energized and/or moved at your expense.
32. Contractor to coordinate with the City as necessary and when required
regarding "Special Events" that may be affected by construction.
These events may require consideration by the Contractor (construction
schedule or sequence, cleanup, street and sidewalk cleaning, removal and
disposal of debris etc.) The Contractor shall perform this work at no
additional cost to the project.
33. The preparation of these plans reflect information provided by others on
the approximate location and existence of existing utilities and adjacent
physical features; however, they do not imply or affirm that all utilities
or physical features are shown. Contractor is responsible for notification
of the Owner immediately upon encountering unforeseen conflicts.
5N.B.T. -
NOTE:
The locations of Southwestern Bell
Telephone Company facilities are shown in an
approximate way only. The contractor shall
determine the exact location before commencing
work. He agrees to be fully responsible for
any and all damage which might be occasioned
by his failure to exactly locate and
preserve these underground utilities.
The contractor shall contact the Utility
Coordinating Committee at (713) 223-4567 or
1-800-669-8344 a minimum of 48 hours prior to
construction to have underground lines field
located.
When excavating within eighteen (18 in) of the
indicated location of Southwestern Bell
Telephone facilities, all excavations must be
accomplished using non -mechanized excavation
procedures.
When Southwestern Bell Telephone facilities
are exposed, the contractor should provide
support to prevent damage to the conduit ducts
or cables. When excavating near telephone
poles the contractor shall brace the pole for
support.
WARNING: HL&P FACILITIES yy
Overhead lines may exist on the property. We have not attempted to
mark those lines since they are clearly visible, but the contractor
should locate them prior to beginning any construction. Texas ]ow,
section 752, Health & Safety Code, forbids all activates in which persons
or things MAY come within six (6) feet of live overhead high voltage
lines. Parties responsible for the work, including contractors, are
legally responsible for safety of construction workers under this law.
This law carries both criminal and civil liability. To arrange for
lines to be turned off or removed, call RELIANT ENERGY HL&P at 713-207-7777.
CAUTION: UNDERGROUND GAS FACILITIES 1\VIIQI 1 V L.d IVI W L�l I WW^
Locations of Reliant Energy Entex main lines (to include Unit Gas
Transmission and/or Industrial Gas Supply Corporation where applicable) are',
shown in an approximate location only. Service lines are usually not shown.'
The contractor shall contact the Utility Coordinating Committee at (713)
223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to
have main and service lines field located.
* When Reliant Energy Entex pipe line markings are not 'visible, call (713)
967-8037 (7:00 a.m. to 4:30 p.m.) for stautus of line location request
before excavation begins.
* When excavating within eighteen inches (18") of the indicated location of
Reliant Energy Entex facilities, all excavation must be accomplished using
non -mechanized excavation procedures.
* When Reliant Energy Entex facilities are exposed, sufficient support must
be provided to the facilities to prevent excessive stress on the piping.
The contractor is fully responsible for any damages caused by his failure
to exactly locate and preserve these underground facilities.
A
This Record Document has been
prepared based on information
provided by others. The Design
Professional has not verified the
accuracy and/or completeness of
this Information and shag not be
responsible for any errors or
omissions which may be
Incorporated herein as a result.
DATE, !,*IO1'_�
i MK. 1 DESCRIPTION I DATE I OWN. 1 CHK.
........ .
MADHU Kh.4MBl
82689
T'•.FG/STERN �2�
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1-1 CLAUNCH & MILLER,INC.
Engineering Consultants
3701 Kirby Drive, Suite 860. Houston, Texus 77098-3969
13) 524-7113 . Fax (713) 524-1710. www.claunchmiller.com
City of LaPorte, Texas
Sanitary Sewer Rehabilitation Project
General Notes & Location Map
Joe No.: 00-059 SCALE: SHEET
DATE: 2-23-2001 HORz .
VERT
owN BY: G.S.Fuller
CHKD BY: M.Kilombi OF 4
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UTILITY NOTE
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City of LaPorte City of LaPorte 'o O o � �
Rustic Rock & Rustic Gate Rustic Rock & Rustic Gate N
FOOTAGES OF SERVICES RECONNECTION ON FOOTAGES OF SERVICES RECONNECTION ON N ON Q co 3727
REHABILITATION SEWERLINE SEGMENTS REHABILITATION SEWERLINE SEGMENTS 49 48 „ 6
SHEET I SHEET 2 It
No.
of
Srvcs
Address
Upstream
Manhole
Downstream
Manhole
Segment
LeLFht
Footage
UPSMH
1
9803 Rustic Rock
095
094
488
67
2
9802 Rustic Gate
095
094
488
78
3
9807 Rustic Rock
095
1 094
488
135
4
9806 Rustic Gate
095
094
488
138
5
9811 Rustic Rock
095
094
488
236
6
9810 Rustic Gate
095
094
488
238
7
9815 Rustic Rock
095
094
488
294
8
9814 Rustic Gate
095
094
488
298
9
9819 Rustic Rock
095
094
488
315
10
9818 Rustic Gate
095
094
488
317
11
9823 Rustic Rock
095
094
488
387
12
9822 Rustic Gate
095
094
488
410
13
9827 Rustic Rock
095
094
488
470
14
9826 Rustic Gate
095
094
488
479
1
9831 Rustic Rock
094
093
180
4
2
9830 Rustic Gate
094
093
180
19
3
9835 Rustic Rock
094
093
180
87
4
9834 Rustic Gate
094
093
180
100
5
9838 Rustic Rock
094
093
180
124
6
9839 Rustic Gate
094
093
180
167
1
9903 Rustic Gate
093
092
180
48
2
9902 Rustic Rock
093
092
1%
56
3
9907 Rustic Gate
093
092
180
68
4
9906 Rustic Rock
093
092
180
157
5
9911 Rustic Gate
093
092
180
164
1
19915 Rustic Rock
092
091
434
15
2
9910 Rustic Gate
092
091
434
55
3
9919 Rustic Gate
092
091
434-
79
4
9914 Rustic Rock
092
091
434
84
5
9923 Rustic Gate
092
091
434
133
6
9918 Rustic Rock
092
091
434
137
7
9927 Rustic Gate
092
091
434
203
8
9922 Rustic Rock
092
091
434
237
9
9931 Rustic Gate
092
091
434
285
10
19926 Rustic Gate
092
091
434
294
11
9935 Rustic Gate
092
091
434
315
12
9930 Rustic Gate
092
091
434
318
13
9939 Rustic Gate
092
091
434
384
14
9939 Rustic Gate
1 092
091
434 1
417
Line Section
Reliant Energy Entex'
Reliant Energy HL&P'
*DESIGNATED LINE SECTION
NA
U.G. Distribution Cable
• These lines exist in the Easements and have not been field
verified. The Contractor shall contact and coordinate with all
Utility Companies prior to performing Improvements and meet
their requirements.
No.
of
Srvcs
Address
Upstream
Manhole
Downstream
Manhole
Segment
Lenght
LF
Footage
from
UPSMH
1
10003 Rustic Rock
091
090
494
118
2
10002 Rustic Gate
091
090
494
140
3
16007 Rustic Rock
091
090
494
187
4
10006 Rustic Gate
091
090
494
246
5
10011 Rustic Rock
091
090
494
249
6
10010 Rustic Gate
091
090
494
265
7
10015 Rustic Rock
091
090
494
266
8
10014 Rustic Gate
091
090
494
332
9
10019 Rustic Rock
091
090
494
372
10
10018 Rustic Gate
091
090
494
426
11
10023 Rustic Rock
091
090
494
451
12
100022 Rustic Gate
091
090
494
493
13
10027 Rustic Rock
091
090
494
451
14
100026 Rustic Gate
091
090
494
493
1
10031 Rustic Rock
090
089
168
12
2
10030 Rustic Gate
090
089
168
52.8
3
10035 Rustic Rock
090
089
168
112
4
10034 Rustic Gate
090
089
168
115
5
10103 Rustic Rock
090
089
168
117
1
10102 Rustic Gate
089
088
168
14
2
10103 Rustic Rock
089
088
180
17
3
10106 Rustic Gate
089
088
180
25
4
10107 Rustic Rock
089
088
180
47
5
10110 Rustic Gate
089
088
180
99
6
10111 Rustic Rock
089
088
180
106
7
110114 Rustic Gate
089
088
180
116
8
10115 Rustic Rock
089
088
180
155
1
10118 Rustic Gate
088
087
412
6
2
10115 Rustic Rock
088
087
412
8
3
10122 Rustic Gate
088
087
412
99
4
10119 Rustic Rock
088
087
412
104
5
10126 Rustic Gate
088
087
412
128
6
10123 Rustic Rock
088
087
412
129
7
110130 Rustic Gate
088
087
412
215
8
10127 Rustic Rock
088
087
412
216
9
10134 Rustic Gate
088
087
412
263
10
10131 Rustic Gate
088
087
412
279
11
10138 Rustic Gate
088
087
412
325
12
10135 Rustic Gate
1 088
087
412
326
13
10139 Rustic Gate 088 087 412 401
NO SERVICES BETWEEN MANHOLES 087 - 086 - Oil
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ROSEBERRY
DRIVE
LEGEND
® CURED IN PLACE LINER
® MANHOLE WALL LINER
SEE TABLES IN SPECIFICATIONS
FOR DETAILS ON REHABILITATION
I
This Record Document has been
prepared based on information
provided by others. The Design
Professional has not verified the
accuracy and/or completeness of
this information and shag not be
responsible for any errors or
omissions which may be
incorporated herein as a reault
DATE: 2 �G701/
257 NOTE 'A'
THE CONTRACTOR SHALL BE AWARE OF A CAST IRON
OR DUCTILE IRON PIPE TRANSITION IN THIS SECTION.
THE REHABILITATION BETWEEN MANHOLE # 95 AND
# 94 SHALL BE PERFORMED AS FOLLOWS:
A. PERFORM PRE —TELEVISION OF THE EXISTING
SANITARY SEWER AND PROVIDE THE VIDEOTAPE
TO THE ENGINEER FOR REVIEW DETERMINE
2521 WHETHER OBSTRUCTION R MOVALNBYTREMOTEIS
NECESSARY TO BE PERFORMED PRIOR TO
REHABILITATION.
O B. PERFORM OBSTRUCTION REMOVAL TO REMOVE THE
O TUBERCULATION FROM THE CAST IRON/DUCTILE IRON
l SECTION AS PER THE SPECIFICATIONS, IF AUTHORIZED
BY THE ENGINEER. THE OBSTRUCTION REMOVAL
O SHALL BE PERFORMED TO THE ENGINEERS
0 SATISFACTION. PAYMENT FOR OBSTRUCTION REMOVAL
i BY REMOTE SHALL BE PAID AS PER THE APPLICABLE
BID ITEM. THE CONTRACTOR IS RESPONSIBLE FOR
�D MAINTAINING THE INTEGRITY OF THE SANITARY SEWER
PIPE DURING THE PROCESS. IN THE EVENT THE
O� CONTRACTOR PERFORMS THE WORK WITHOUT OBTAINING
CONCURRENCE FROM THE ENGINEER, NO PAYMENT SHALL
BE MADE FOR PERFORMING SUCH WORK.
Q C. PROVIDE A VIDEOTAPE OF THE SANITARY SEWER AFTER THE
COMPLETION OF OBSTRUCTION REMOVAL BY REMOTE FOR
Z APPROVAL AND TO VERIFY THE ADEQUACY OF THE WORK
PERFORMED.
D. IN THE EVENT THE ENGINEER DETERMINES FROM THE REVIEW OF
Z THE PRE —TELEVISION INSPECTION VIDEOTAPE THAT OBSTRUCTION
REMOVAL BY REMOTE IS NOT NECESSARY AND APPROVES THE
REHABILITATION OF THE LINE, THE CONTRACTOR SHALL EITHER
CONCUR OR NOT CONCUR WITH THE RECOMMENDATION. IN THE
0 EVENT OF NON CONCURRENCE, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER. IN THE EVENT THE CONTRACTOR CONCURS WITH
U THE ENGINEERS RECOMMENDATION, THE CURED IN PLACE LINED
PIPE SHALL BE CONTINUOUS AND FREE FROM VISUAL DEFECTS,
l_L BUMPS, HAVE A UNIFORMLY SMOOTH INTERIOR AND SHALL MEET
SPECIFICATION REQUIREMENTS.
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7INSTALL ST. AUGUSTINE GRASS SODDING
UMITS - ALL AREAS DISTURBED BY CONSTRUCTION (WIDTH VARIES) I
THE PAVEMENT JOINTS TYPE AND SPACING
SHALL MATCH THAT OF THE EXISTING
2" TOP SOIL PAVEMENT
12"
SAWCUT FULL DEPTH
MIN.
EXISTING ASPHALT OVERLAY
EXPOSE EXISTING STEEL, TIE 18"
INTO PROPOSED CONCRETE PAVEMENT.
'
IF STEEL IS CUT, OR IF NO STEEL EXISTS.
INSTALL # 5 BARS x 24" LONG, DRILL
AND GROUT 9" INTO EXIST.
PAVEMENT 0 18" ox.,
X/2-PER NOTES
-'
'. X/2-.
-'
PIPE
O.D.
X/2
(TYPICAL BOTH SIDES)
..•.:
WITH PRIOR APPROVAL FROM ENGINEER
^
WHERE EXIST. CONC. IS NOT STABLE
0 ,'..
ENOUGH TO DRILL AND DOWEL,
m
USE PAVEMENT UNDERCUT DETAIL
M
.
- -
(NO SEPARATE PAY)
BEDDING NOTES:
A. CEMENT STABILIZED SAND (8% CEMENT, COMPACTED TO
95% OF MAX. STD. PROCTOR AS PER ASTM D-698) PLACED
BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR
ABOVE - MINIMUM DEPTH = 6".
B. CEMENT STABILIZED SAND (AS SPECIFIED ABOVE) THOROUGHLY
RODDED. PLACED AFTER PIPE IS LAID.
C. COMPACTED BANK SAND BACKFILL, COMPACTED AS PER SPECIFICATIONS.
D. NATIVE EARTH BACKFILL, CONTAINING NO ROCKS OR OTHER DEBRIS NOR
CONTAINING ANY DIRT CLODS EXCEEDING 6" IN ANY DIMENSION. PLACED IN 6"
LAYERS, MOISTENED IF NECESSARY AND THOUROUGHLY COMPACTED TO A
DENSITY EQUIVALENT TO A MINIMUM OF 90% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM D698, UNLESS OTHERWISE NOTED.
E. MINIMUM TRENCH WIDTH SHALL BE PIPE OUTSIDE DIAMETER PLUS AN ALLOWANCE
'X' FOR THE FOLLOWING NOMINAL PIPE SIZES:
NOMINAL PIPE SIZE 'X'
LESS THAN 36" 24"
36" AND GREATER 36"
SANITARY SEWER TRENCH DETAIL FOR
PIPES UNDER NATURAL GROUND
(CLASS 'AA' BEDDING)
NOT TO SCALE SYMMETRICAL
ABOUT
LIMITS OF PAVEMENT REMOVAL
MIN.
SANITARY SEWER
TRENCH DETAIL FOR PIPES
UNDER EXISTING PAVEMENT
SODDING NOTES:
1. SODDING SHALL BE INSTALLED IN AREAS DISTURBED BY CONSTRUCTION.
2. CONTRACTOR SHALL REPAIR SODDING IN AREAS DAMAGED BY CONSTRUCTION
AND REPAIR SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
3. IF EXISTING LANDSCAPING OTHER THAN GRASS IS WITHIN THESE AREAS, THE
CONTRACTOR SHALL REBUILD OR REINSTALL THE LANDSCAPING OF THE AREA
AFTER CONSTRUCTION IN AN EQUAL OR BETTER CONDITION AT NO ADDITIONAL
COST TO THE PROJECT.
HALF SECTION HALF SECTION UNDER NOTES:
UNDER PAVEMENT NATURAL GROUND
SUBGRADE / BASE AND PAVEMENT REPAIR 2" TOP SOIL NATURAL GROUND 1. THIS DETAIL IS TO BE USED TO PROVIDE A FIRM
SEE TRENCH DETAIL I STABLE TRENCH BOTTOM WHERE MECHANICAL
1
CEMENT
STABILIZED
SAND
CRUSHED STONE
EMBEDMENT
CONCRETE
TRENCH DAM
KEYED MIN 6"
INTO TRENCH
BOTTOM AND
WALLS LONGITUDINAL SECTION ALONG PIPE CENTERLINE
W
-SEE PAVEMENT DETAIL FOR SEWERS
UNDER ASPHALT ROADWAYS (WHERE APPLICABLE)
SAW CUT ASPHALT
AND CONCRETE TO FULL DEPTH
. - . ... :f=-- EXIST. FLEX BASE
u \ DEWATERING CANNOT PROVIDE A FIRM STABLE TRENCH
_ BOTTOM.
2. IN THE EVENT A FIRM STABLE TRENCH BOTTOM CANNOT
BE OBTAINED PRIOR TO IMPLEMENTING THIS DETAIL
OR AFTER IMPLEMENTING THIS DETAIL, THE
D CONTRACTOR SHALL, IMMEDIATELY NOTIFY THE
ENGINEER OR OWNER'S REPRESENTATIVE. STAINLESS
J-� STEEL CLAMPS
3. CRUSHED STONE EMBEDMENT SHALL MEET ASTM D2321
_ CLASS IA, CLASS 18 MATERIAL. USE A SUITABLE GRADED
MATERIAL WHERE CONDITIONS MAY CAUSE MIGRATION OF
FINES AND LOSS OF PIPE SUPPORT. FOR SEVER CON-
Oo0o0o0o0oV V o000`0000o0 DITIONS A SPECIAL FOUNDATION MAY BE REQUIRED.
00 00 00 00 00 Ctv 00 00 00 00,00 00 FILTER FABRIC
100�000000�00._ a a0�006000 ( MIN 12" LAP) NOTIFY THE ENGINEER OR OWNER'S REPRESENTATIVE IF
0000v0,o.,�6_02 V o0 000°v0�o000,°.��O SUCH CONDITIONS ARE PRESENT.
pOp U0o00° vO�O0 4. MINIMUM TRENCH WIDTH SHALL BE PIPE OUTSIDE DIAMETER REMOVE PIPE FROM -
0000 ��OgO PLUS AN ALLOWANCE 'X' FOR THE FOLLOWING NOMINAL AROUND LINER TO INSTALL
����0 Up00g PIPE SIZES: STEEL STRAPS
X/2 OD X/2 NOMINAL PIPE SIZE 'X'
0,u�v0u LESS THAN 36" 24"
36" AND GREATER 36"
\'VA\\'VA\\/A\ \VA\\VA\\VA%
TYPICAL CROSS-SECTION
(SEE NOTE A) AT FOUNDATION TRENCH -DAM -
WET CONDITION BEDDING
NOT TO SCALE
12" MIN DEPTH
CRUSHED STONE
FOUNDATION AS
NEEDED FOR
SEEPAGE DRAINAGE
'ABRIC FOR
IAINST CONCRETE
- SIDES
CRUSHED STONE
EMBEDMENT
NOTE A:
I. TRENCH DAM SHALL BE PLACED A MINIMUM OF ONE
BETWEEN EACH MANHOLE OR 300 FEET WHICH EVER IS
LESS.
2. ACTUAL SHAPE OF CONCRETE TRENCH DAM CROSS
SECTION MAY BE DETERMINED BY CONTRACTOR IN
FIELD, MEETING MINIMUM THICKNESS AND KEY DEPTH
REQUIREMENTS.
3
N
ADAPTER PER z BACKFILL AS PER TRENCH DETAIL
SPECIFICATION ¢
INCLUDES CLEAN OUT V)
N PROPOSED P.V.C. SEWER MAIN
O
45' WYE o�
a
45' ELBOWj� �
SERVICE LINE
45' ELBOW
45' WYE
PROPOSED P.V.C. SEWER MAIN
NOTE:
ALL FITTINGS TO BE IN -LINE FITTINGS
USE THIS CONFIGURATION WHEN
THE DEPTH OF THE SEWER I DOES NOT ALLOW FOR THE USE \\/
OF THE ABOVE CONFIGURATIONS. /
i
45' ELBOW -�
45' WYE
PROPOSED P.V.C. SEWER MAIN -
SERVICE CONNECTION
q I
/ -USE THIS CONFIGURATION FOR DIRECT GRADE
TO PROPOSED SANITARY SEWER MAIN.
USE THIS CONFIGURATION WHEN EXISTING UTILITY
LINES DO NOT ALLOW A DIRECT GRADE TO
PROPOSED SANITARY SEWER MAIN.
SANITARY SEWER STACK
(FOR SEWER >, 6'
DEPTH)
NOTE:
1. THE COST FOR THE STACK IS
INCIDENTAL TO THE UNIT
PRICE FOR SERVICE
RECONNECTION.
2. THE UNIT PRICE FOR SERVICE
RECONNECTION SHALL INCLUDE
THE REPLACEMENT OF SERVICE
LINE TO THE RIGHT OF WAY.
SERVICE RECONNECTION DETAIL
�I
W
Z
W
m
YI
3 ADDITIONAL LENGTH OF SERVICE 8' (MEASURED FROM 4 OF MAIN)
o LINE TO BE PAID PER LINEAR FOOT INCIDENTAL TO COST OF SERVICE RECONNECTION
x
m
EXIST. SERVICE
CONNECTION TO EXISTING
\
SERVICE & CLEAN OUT INCIDENTAL
TO COST OF SERVICE RECONNECTION
,
`wlm
3
ADDITIONAL LENGTH OF SERVICE 8' (MEASURED FROM Y OF MAIN)
o LINE TO BE PAID PER LINEAR FOOT INCIDENTAL TO COST OF SERVICE RECONNECTION
x
it
EXIST. SERVICE_
CONNECTION TO EXISTING
SERVICE, INCIDENTAL TO JJ
COST OF SERVICE RECONNECTION
SANITARY SEWER MAIN
CE LINE OM FERNCO
RRGHT�OF
COUPLING
MEASUREMENT AND PAYMENT FOR
TOWAY OR
EASEMENTT
LINEE, SEE
"SERVICE RECONNECTION DETAIL"
SERVICE RECONNECTION DETAIL
1/2" DIA. OAKUM
NOT TO SCALE
PVC SCH 40
BAND ALL AROUND
4
�- SERVICE LATERAL OR STACK
OR AS APPROVED
APPROVED
.
MANHOLE WALL
PER FIELD
(SEE NOTE 2)
NON -SHRINK
FERNCO COUPLING
GROUT
4" MINIMUM ABOVE
CARRIER PIPE
TSCH 40 TEE
O PIPE
TO PROT INTO
WAL ICKNESS ONLY
STAINLESS (TYP.)
.:_..._..._:._.._......:.._._.:._... _�_°
REHABILITATED PIPE
(SEE NOTES)
STAINLESS S (TYP.)
SECTION C-C
STAINLESS STEEL
STRAP (TYP.)
SANITARY SEWER SERVICE SADDLE DETAIL
(Service Reconnection (by excavation)on lines
Rehabilitated by Cured in Place Liner)
NOT TO SCALE
Screwed Cleanout
f Plug
Natural Ground,
P.V.C. Pipe and Fittings to match
size and class of Service Connection
or main line.
45" Bend
Sanitary Sewer P.V.C. Pipe
Class B Concrete (2500 PSI)
45' Bend or 45' WYE
Sanitary Sewer P.V.C. Pipe
Limits of Payment Limits of Payment
Main Line Rehabilitation Cleanout
Cleanout Detail
Not to Scale
REHABILITATED PIPE
il
TENCH TO BE
) INVERT
RESHAPED AS REQUIRED
SECTION A -A
NOTES
1.THE EXISTING ANNULAR SPACE BETWEEN MANHOLE WALL AND
THE PIPE, IF ANY, SHALL BE FILLED WITH ACTIVATED OAKUM,
MINIMUM 12 INCH OR ONE-HALF PIPE DIAMETER
2. ALL OAKUM SHALL BE SOAKED IN SCOTCH SEAL 5600 OR EQUAL.
SANITARY SEWER SEALING OF
CURED IN PLACE
LINED PIPE AT MANHOLE
Not to Scale
SECTION B-B
Ilia Record Document has been
prepared based on 'information
provided by others. The Design
Professional has not verified the
accuracy and/or completeness of
this information and shad not be
responsble for any errors or
omissions which may be
'incorporated herein as a result
DATE- L' ► L1 vY
s