HomeMy WebLinkAbout83.01 J.C. Sipe Jewelrs Grading and Drainage Plan and SpecificationsL
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SANITARY SEWER SYSTEMS:
1. SCOPE OF WORK
The work under this section includes all sanitary
sewers, manholes, cleanouts, and related items,
including excavating and bockfilling necessary to complete
the work shown on the drawings, starting five feet outside
the building walls. The ends of sewers shall be tightly
plugged or capped at the terminal points, adjacent to
buildings, pending the connecting of all such lines to the
building drain as specified in the plumbing specifications
and architectural drawings.
2. MATERIALS
A. Sanitary Sewers
1. All gravity plastic sewer pipe and fittings shall
conform to ASTM D3034, SDR -35. The minimum cell
classification for P.V.C. and Truss pipe shall be
12454 -B or 12454 -C.
2. ABS sewer pipe and fittings shall conform to ASTM
D2680 or latest revision. If using truss pipe,
joints shall be gasket type.
V 3. The flow channels for the sanitary sewer manholes
shall be u- shaped with the benchwalls extending to
the crown of the incoming and outgoing pipes.
4. Joints for P.V.C. and P.V.C. Truss pipe shall be
compression type flexible gasketed joints.
B. Manholes
1. Precast reinforced concrete manhole sections and
steps shall conform to ASTM C -478 latest revision.
2. Castings shall be of uniform quality, free from blow
holes, porosity, hard spots, shrinkage distortion or
other defects. They shall be smooth and well -
cleaned by shotblasting or by some other approved
method. They shall be coated with asphalt paint
which shall result in a smooth coating, tough and
tenacious when cold, not tacky or brittle.
3. All castings shall be manufactured in accordance
with ASTM A -48 -83 Class 358 having a minimum tensile
strength of 35,000 PSI, and be true to pattern;
component parts shall fit together in a satisfactory
manner. Round frames and covers shall be of non -
rocking design or shall hove machined horizontal
bearing surfaces to prevent rocking and rattling
under traffic. All castings shall be fully
interchangeable.
4. All weights shall not deviate from the tolerances
permitted by ASTM A48 -83 "Standard Specifications
for Gray Iron Castings ".
5. Joints - manhole sections shall be jointed with sealed
"0" rings. The "0" rings shall meet ASTM C -443, latest
revision. Pipe to manhole connections shall be resilient
connectors in accordance with ASTM C -923.
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3. APPLICATION
A. Permits and Codes: The intent of this section of
the specifications is that the contractors bid on
the work covered herein shall be based upon the
drawings and specifications, but that the work shall
comply with all applicable codes and regulations as
amended by any waivers. Contractor shall furnish
all bonds necessary to get permits for cuts and
connections to existing sewers.
B. Local Standards: the term "Local Standards" as used
herein means the standards of design and
construction of the respective municipal department
or utility company.
C. Existing Improvements : Maintain in operating
condition all active utilities, sewers and other
drains encountered in the sewer installation.
Repair to the satisfaction of the owner any damage
existing active improvements.
D. Workmanship: To conform to all local, state and
national codes and to be approved by all local and
state agencies having jurisdiction.
E. Trenching: Lay oil pipe in open trenches, except
when the local authority gives written permission
for tunneling. Open the trench sufficiently ahead
of pipe - laying to reveal any obstructions. The width
of the trench shall be the inside pipe diameter plus
24 inches for 12 inches above the pipe. Sheet and
brace trench as necessary to protect workers and
adjacent structures. All trenching to comply with
Occupational Safety and Health Administration
Standards. Keep trenches free from water while
construction is in progress. Under no circumstances
lay pipe or appurtenances in standing water.
Conduct the discharge from trench dewatering to
drains or natural drainage channels.
F. Special Supports: Whenever, in the opinion of the
Engineer, the soil at or below the pipe grade is
unsuitable for supporting sewers and appurtenances
specified in this section, such special support, in
addition to those shown or specified, shall be
provided as the Engineer may direct and the contract
will be adjusted.
G. Backfilling: For a depth of at least 12 inches
above the top of the pipe, backfill with granular
material free from large stones, rock fragments,
roots or sod. Compact this backfill thoroughly,
taking care not to disturb the pipe. For the
remaining trench depth, backfill with earth or
granular material containing stones or rocks not
larger than 4 inches. Backfill under walks, parking
areas, driveways and streets shall be granular
material only - thoroughly compacted by approved
methods. Trenches parallel to and within 5 feet of
paved roadways shall be constructed the some.
H. Manhole Inverts: Construct manhole flow channels of
concrete sewer pipe or brick smoothly finished and
of semi circular section conforming to the inside
diameter of the connecting sewers. Make changes in
size or grade gradually and changes in direction by
true curves. Provide such channels for all
connecting sewers at each manhole.
I. Infiltration: Furnish necessary equipment to test
sewers for infiltration. Infiltration rates shall
not exceed the Local Standards. All sanitary sewer
lines upon completion will be required to pass a low
pressure air test, unless otherwise directed by the
local sewer utility. Said test
shall be conducted according to NCPI Standard Method
and shall be witnessed by on inspector authorized by
the local sewer utility. Infiltration under
test shall not exceed 100 gallons per inch on inside
diameter of sewer pipe per mile of sewer in 24 hours
and inclusive of all appurtenances within the
section being tested such as manholes, house
connections, etc.
J. Flushing Sewers: Flush all sanitary sewers except
building sewers with water to obtain free flow
through each line. Remove all silt and trash from
appurtenances just prior to acceptance of work.
K. Plastic Sewer Pipe Installation: Plastic sewer pipe
shall be installed in accordance with ASTM D2321 per
latest revision, and no plastic pipe shall exceed a
deflection of 5 %. Perform mandrel tests as required
by sewer department.
L. Storm Water Connections: No roof drains, footing
drains and or surface water drains may be connected
to the sanitary sewer systems, including temporary
connections during construction.
M. Waterline Crossing: Where water lines and sanitary
sewers cross and water lines cannot be placed above
the sewer with minimum of 18 inches vertical
clearance, the sewer must be constructed of water
works grade ductile iron pipe with mechanical joints
within 10 feet of the water line.
N. Utilities: It shall be the responsibility of each
contractor to verify all existing utilities and
conditions pertaining to his phase of the work. It
shall also be the contractors responsibility to
contact the owners of the various utilities before
work is started. The contractor shall notify in
writing the owners or the engineer of any changes,
errors or omissions found on these plans or in the
field before work is started or resumed.
0. Service Laterals: Individual lot service lines
shall be 6" in diameter and of material equal to
that specified in 2A of this section. Service lines
shall be connected to the main sewer by a Wye at
locations generally shown within these plans.
Service lines shall be extended and copped at a
point 5 feet beyond the right -of -way or one pipe
length for those services on the some side of the
street as the main. Sewer service lines shall be
marked on the curb with red paint and the end of the
line with a wooden 2 x 4 above the ground, painted green.
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SCALE: 1 " = 30'
0 15 30 60
P. New Sanitary Sewer Main Construction: Contractor to
record dimensions of each service line stub from
nearest downstream manhole measured along the
sanitary sewer main. The locations of manholes and
service lines along with any other construction
changes are to be incorporated on the original
construction drawings and "Record Drawing prints
submitted to the sewer utility and the
engineer as soon after completion of construction as
possible.
GENERAL NOTES:
1. -� INDICATES SURFACE FLOW DIRECTION
2. MATCH EXISTING GRADE. COORDINATE GRADES
WITH ADJACENT WORK. SPOT GRADES SHOWN
AT MATCH LINES ARE NEW GRADES ADJOINER
IS TO MEET ALSO.
Call 1- 800 - 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW55
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
4 !
STORM SEWER SPECIFICATIONS:
I. SCOPE OF WORK
THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS,
INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO C JMPLETE THE WORK SHOWN ON THE DRAWINGS
2. MATERIALS
A. STORM SEWERS:
1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION
WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION.
B. DRAINAGE STRUCTURES:
1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478
LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS
2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS,
SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOTBLASTING
OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL. RESULT
IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY
IRON MEETING ASTM A -48 LATEST REVISION.
3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER
TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION.
C. SUBDRAINS:
1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729,
OR ASTM F405.
3. APPLICATION
A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE
CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND
SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS
AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS
AND CONNECTIONS TO EXISTING SEWERS.
B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF
DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT ANU /OR UTILITY COMPANY.
C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER
DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY
DAMAGE Tu EXISTING ACTIVE IMPROVEMENTS.
D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY
ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION.
E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN
PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY
OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12
INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT
STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO
CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH
DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS.
F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE
GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH
SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MA
DIRECT, AND THE CONTRACT WILL BE ADJUSTED.
G. BACKFILLING
1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TRIP OF THE PIPE, BACKFILL
WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP
THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH,
BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES.
BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY
THOROUGHLY COMPACTED BY APPROVED METHODS.. TRENCHES PARALLEL TO AND Y:'1THIN 5 FEET OF PAVED
ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS.
H. SUBDRAINS: ALL SUBDRAINS ONSITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS
SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TCi THE GRADES AS SHOWN ON THE PLANS.
I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES
AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK IT SHALL ALSO, BE THE CONTRACTORS
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED THE
CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR
OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
SANITARY SEWER MANHOLE TESTING:
A. ALL SANITARY MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE WITH ASTM C -478
AND SECTION 720. O -RINGS SHALL CONFORM TO C -443. KENT SEAL OR EQUIVALENT SHALL ALSO BE
APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE
NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM
C1244 -93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE
(VACUUM) TEST.
1. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATION DEVICES MUST BE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PERFORMANCES SPECIFICATIONS WHICH HAVE
BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE ENGINEER.
2. WITH THE VACUUM TESTER SET IN PLACE:
A. INFLATE THE COMPRESSION BAND TO FORTY (40) PSI TO EFFECT A SEAL BETWEEN THE VACUUM
BASE AND THE STRUCTURE.
B. CONNECT THE VACUUM PUMP TO THE OUTLET PART WITH THE VALVE OPEN
C. DRAW A VACUUM OF TEN (10) INCHES OF HG. AND CLOSE THE VALVE.
3. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A
NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE
MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN
ACCORDANCE WITH THE FOLLOWING:
MANHOLE DEPTH MINIMUM ELAPSED TIME FOR A PRESSURE
CHANGE OF 1 INCH HG.
10 FEET OR LESS 60 SECONDS
GREATER THAN 10 FEET BUT LESS THAN 15 FEET 75 SECONDS
GREATER THAN 15 FEET BUT LESS THAN 25 FEET 90 SECONDS
4. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE AND THE VACUUM TEST AND
REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST.
5. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE
DISASSEMBLED AND THE JOINT SEALANTS REPLACED.
6. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED.
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WATER LINES:
1. SCOPE OF WORK a• _
A. The work required under this section includes all
cold water distribution lines, valves, meter pits, w
hydrants, and related items including excavating and s E- 0.
bockfilling necessary to complete the work shown on z
the drawings. The end of water service lines shall
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be tightly plugged or capped at the terminal points I c ° q
pending the connecting to all such lines of the I w
building piping as specified in the plumbing I 2
specifico ions and architectural drawings. a.
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2. MATERIALS I rn
A. Ductile Iron Pipe: Ductile iron z
p pipe shell meet AWWA
C -150 and C -151 Specifications. Pipe shall i
oe cement lined per AWWA C -104.
B. Copper Tubing: Shall be seamless, annealed copper i
tubing complying with Federal Specification WW -T799. c q
Fittings shall be wrought copper or cost bronze with M
solder joints. Solder shall be of a composition
recommended by the manufacturer of the fittings. I w
C. Fire Hydrants: Shall comply with AWWA Specification X _ o "
C-502 and shall meet local standards and
requirements, particularly as to nozzle diameters I U)
and threads, direction of opening and dimensions of W a 02 �
operating and cap nuts. Fire Hydrants shall have one z O
pumper and two hose nozzles. A valve opening not Q w °'
ess than 5 inches and a 6 inch inlet connection. v z c
The length of the hydrant barrel shall be determined
by the specified depth of cover over the pipe. F Co Cn
D. Valves: All valves and stops shall have ends suited o O to 14 A
or adop�ters shall be provided for the proper 7 a Go W. Z
instollation in the lines in which they ore located. ,n z,^G
Valves shall meet local standards or In the absence a
of such standards, the following requirements. in
1. Valves in cost iron pipe shall be iron body,
bronze mounted, disc gate valves conforming to a
the s Specification C -500. They shall open In MEN r Z w
the same direction as those used in the local
waterworks system. Valve stems shall terminate c7
in 2 inch wrench nuts. Furnish two (2) keys. z
2. Valves in copper pipe shall be standard brass W
body, round -way, ground -key stops, with T heads. _a
Furnish two (2) keys. >
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E. Valve Boxes: Shall meet local standards or in the
absence of such, shall comply with the following O
requirements: 3 m
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1. For iron body valves, boxes shall be approved M s to
standard buffolo -t
ype cast iron, adjustable shaft Z D + 7 I s CL I
boxes, having a minimum shaft diameter of 5 -1/4 1 1- 4 I: i
inches. z'T' i o l s a
2. For brass body valves (stops) boxes shall be
approved standard cost iron extension service boxes,
having a minimum diameter of 2 -1/2 inches and having
lid held in place by a brass or bronze bolt. The
castings shall be coated with two coots of coal -tor
pitch varnish.
Furnish two (2) keys for bolt in lids. q�
3. APPLICATION:
A. Permits and Codes: The intent of this section of the (�
specifications is that the contractor's bid on the work
covered herein shall be based upon the drawings and
specifications but that the work shall comply with all
applicable codes and regulations. Contractor shall
furnish oil necessary bonds to get permits for cuts and m
connections. w
I!I
B. Existing Improvements: Maintain in operating condition
all active utilities and sewers and other pipe system iii
that may be encountered.
C. Trenching: Lay oil pipe in open trenches, except when i t
local authority gives written permission for tunneling. r�
Provide separate trench for the water line at least 10
feet horizontally from any sanitary sewer. In locations
where separate trenches for sewer and water lines are
impracticable, lay the water pipe on a solid shelf at _
least 18 inches above the top of the sewer.
D. Width of Trench: Excavate trenches 12 inches each side r
of the pipe for proper installation of pipe. H
E. Sheeting and bracing: Sheet and brace trenches as `��` Q�'.• ���sTR' . yF
necessary to protect workmen and adjacent structures. FO '•
All trenching shall comply with the Occupational Safety No.
and Health Administration Standards.
8827 • _
F. Water Removal: Keep trenches free from water while = I
construction therein Is in progress. Under no I STATE OF
circumstances lay pipe or appurtenances in standing '�0�1'. �^ ��✓\
water. Conduct the discharge from trench dewatering to j �S •. IDI�ivP.• �\ `��
drains, or natural drainage channels. S'�
'��„rIIII
G. Grading trench Bottoms: The bottom quadrant of the pipe I
shall be fully and uniformly supported. The full load a11x1\ H. iY£IHF: PF: 8627
shall rest on the barrel of the pipe. the trench may be
excavated to a depth of 4 inches or more below final
grade with sand, crushed stone or gravel backfill to
bring it back to pipe laying grade. For a depth of at
leas? 12 inches above the top of the pipe backfill with I
earth or granular material free from large stones, roots -
or frozen clogs. tomp this backfill thoroughly taking I
care not to disturb the pipe. Backfill under walks, I
parking areas driveways and streets with granular
material only and tamp thoroughly, by op roved methods. I
Trenches parallel to and within 10 feet of paved roadways I
shall also be constructed with compacted granular material. JI
H. Tests: Before joints are covered, fill the piping with I i•� ILOL
water, opening h drants or other outlets to expel air.
Test the piping for leakage as required by the
Local Utility. Q
Inspect all 1oints for leakage and remedy any leaks.
Upon completion of the water lines, flush I i
out the system until the water runs clear. As soon as i 4
the system has been flushed out, it shall be sterilized
O •
in accordance with the requirements of the Local Utility.
Q�W
1. If a horizontal distance of 10 feet cannot be maintained l t
between the water line and the sanitary sewer line, the i 6
sewer must be constructed of water works grade ductile i
iron pipe with mechanical joints within 10' of either side Q
the water line. 1
J. Utilities: It shall be the responsibility of each
contractor to verify all existing utilities and !
conditions pertaining to his phase of the work. It shall
also be the conlractor s responsibility to contact the
owners of the various utilities before work is started. f j
The contractor shall notify in writing the owners or the
engineer of any changes, errors or omissions found on
these plans or In the field before work is started or V
resumed.
K. New Water Line construction: Contractor to record
dimension of each water stub and valves from nearest fire r �,
hydrant measured along water main. The locations of
hydrants and water valves, along with any other i T` iz
construction changes ore to be incorporated on the
original construction drawings and Record Drawing' prints
shall be submitted to the Local Utility as !
soon after completion of construction as possible. 1
Q
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CAnomn
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTYJTIES
SHOWN ON THIS PLAN ARE BASED UPON ABM GROUND r A
EVIDENCE jINCLUDING. BUT NOT LIMITED 10, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND rte_
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER:
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH N0 ABOVE GROUND Q L
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
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PLEASE CALL 1glE1f t,IOtFY
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1 -WO -382 -5344
Tots FREE rSHEET NO
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