HomeMy WebLinkAbout05050002.14�[ NERAL NOTES:
I THL CONTRACTOR SHALL BE RESPONSIBLE FOR OBIAINING ALL
N1 Cf SSARY PERMITS FOR ALL PORTIONS OF THIS PROJECT PRIOR TO
SIARIING CONSTRUCTION.
SANITARY SEWERS SHALL ALSO CONFORM TO STANDARDS SET BY I.D.E.M.
AND THE INDIANA STATE BOARD OF HEALTH.
3 ALL SANITARY LATERALS SHALL BE MARKED FOR EASY IDENTIFICATION.
4 ALL WATER / SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN
ACr ORDANC:E WITH THE TEN STATES STANDARDS AND LOCAL. CODES
5 WHERE WATER AND SEWER LINES DO CROSS AND THE WATER LINE
CANNOT BF PI -ACED ABOVE THE SEWER LINE A MINIMUM OF 18" Of COVER
SHALL BE PROVIDED. 48" OF THE SEWER LINE SHALL BE CONSTRUCTED OF
WATERWORKS GRADE CAST IRON PIPE WITH MECHANICAL JOINTS.
6 WHERE WATER LINES AND SEWER LINES RUN PARALLEL WITH ONE
ANOTHER, A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION SHALL BE
MAINTAINED.
I NO ROOF DRAINS, FOOTING DRAINS, AND /OR SURFACE WATER DRAINS
MAY BE CONNFr IFD TO THE SANITARY SEWER SYSTEM INCLUDING I1- MPORARY
uNNECIIONS DURING CONSTRUCTION.
8 BUILDINGS SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER
'IAI f -RAL. THE SEWER LATERALS TERMINATION SHALL BE INDICATED ON THE
11IRFACE WITH A METAL FENCE POST SET DIRECTLY ABOVE PLASTIC DISC.
W,FS ARE TO BE TILTED UP 45 DEGREES FROM HORIZONTAL, WITH SUITABLE
F11 TINGS SAID TERMINATION POINT. THE ENDS SHALL BE PULLED AND SEALED
WI f H A WATER TIGHT CLAY OR FOR ALL CHANGES IN DIRECTION.
SIfE NOTES
I Site Information was taken from Keeler -Webb Ass., dated 8/26/2004.
It is the contractor's responsibility to verify existing site conditions prior to
,,t,)rting work.
The contractor shall be responsible for obtaining or verifying that all
, rmits and approvals are obtained from the respective city, county, and
Jr state agencies prior to starting construction.
3_ The Plumbing contractor shall consult with the Local Water Company,
pr,rvide all materials and labor, and pay all costs not borne by the Local
W,iter Company to provide any new water service.
1 The Plumbing contractor
shall consult with the Local
Gas Company,
provide all materials and labor,
and pay all costs not borne by the Local
Company to provide any new gas service.
The Electrical Contractor
shall consult with the Local
Power Company,
pt,)vide all materials and labor,
and pay all costs and fees
not borne by
the Local Power Company to provide
any new underground
electrical service.
I) The Electrical Contractor
shall consult with the Local
Telephone
- ,,mpany, and shall provide all
labor and materials required
which are not
I�.�r ne by the Telephone Company
to provide any new telephone
service.
Underground water main
extension service shall be AWWA
1;900 PVC
Ductile Iron. Domestic water
lateral service shall be Type
'K' ('opper. (or
ul, proved equal per loco! water
company).
flee incorning water service
shall be installed with a
minimum of 54"
�+ coves.
9. All utility service lines shall be constructed in accordance with all the
est applicable codes and to each utility's and /or city's standards.
Use compacted gronular fill when utility lines are placed under walks
and driveways.
11 Soil borings have not been performed at this time. Pavr�ment
, sign is .based on an assumed soil bearing pressure of 1500 p SJi
Provide sleeves far mechanical work as required.
3 Notify Engineer at least 1 day (24 hours) prior to placing any
ricrete.
14. Areas between curbing, sidewalks, paving and building shall be filled
with 4" of topsoil suitable for landscaping.
L' See this sheet for exterior concrete specifications.
See this sheet for sanitary sewer lateral specifications and
Ir Tuirements.
The sidewalks shall comply with A.D.A. 1991.
1 t1 All edge of pavement radii are 5 feet unless otherwise n.>ted.
1 J If active utilities are encountered but not shown on the drawings, the
engineer shall be advised before work is continued.
0 Inactive and abandoned utilities encountered in excavating and grading
,perations shall be reported to the engineer. they shall be rem(Ived,
plugged or capped as directed by the utility company and the engineer.
CONCRETE NOTES
1. ACI 318, "Building Code Requirements for Reinforce Concrete": comply
with applicable provisions except as otherwise indicated.
2. Employ acceptable testing laboratory to perform materials evaluation,
testing and design of concrete mixes.
3. Perform sampling and testing during concrete placement, as follows:
Air content ASTM C 173, one for each set of compressive strength
specimens, 6% minimum on all concrete exposed to freezing or thawing.
Compressive strength ASTM C 39, one set of each 50 cu. yds. or
Fraction thereof each class of concrete; one specimen tested at 7 days,
one specimen tested at 28 days, and one retained for later testing if
required.
When the total quantity of given class of concrete is less than 50 cu.
yds. strength tests may be waived by Engineer if field experience indicates
evidence of satisfactory strength.
Test results will be reported in writing to Engineer or general
contractor. Contact the Concrete Producer within 24 hours after tests are
made.
4. Concrete for pavement, walks and curbs shall have a 28 day compressive
strength of not less than 4,000 psi for all exterior poured concrete.
5. Mix design may be adjusted when material characteristics, job conditions,
weather, test results or other circumstances warrant. Do not use revised
concrete mixes until submitted to and accepted by Engineer.
6. Portland Cement ASTM C 150, Type as required.
7. ASTM C 33, except local aggregates of proven curability may be used
when acceptable to Engineer. Used evenly mixed sizes of aggregate up to
minimum size.
8. Water: Drinkable
9. Air - Entraining Admixture: ASTM C 260.
10. Water- Reducing Admixture: ASTM C 494; type as required to suit project
conditions. Only use admixtures which have been tested and accepted in
mix designs.
11. Provide form materials with sufficient stability to withstand pressure of
placed concrete without bow or deflection.
12. Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise
indicated.
13. Welded Wire Fabric: ASTM A 185.
14. Job Site Mixing: Use drum type batch machine mixer, mixing not less
than 1-112 minutes for one cu, yd. or small capacity. Increase mixing
time at least 15 seconds for each addition cu. yd. or fraction thereof.
15. Ready Mix Concrete: ASTM C 94
16. Construct formwork so that concrete members and structures are of
correct size, shape, alignment, elevation and position.
17. Clean and adjust forms prior to concrete placement. Apply form
release agents or wet forms us required. Retighten forms during concrete
placement if required to eliminate leans.
18. Satisfactory soil material shali be free of clay, rock or gravel larger
than 2" in any dimension, debris, waste, trozen material vegetable and other
deleterious organic matter. Soil shall consist of nonorganic, low plastic (P1
20) material.
19 Sub -base material: shall be note rally or artificially grade mixture of
natural or crushed gravel, crushed s'one, crushed slag, natural or crushed
sand.
20. Barricade open excavations occurring as part of this work and post with
warning lights.
21. Protect structures, utilities, sidewalks, pavements and other facilities
from damage caused by settlement, lateral movement, undermining, washout
and other hazards created by earthwork operations.
22. Form concrete such that favorable drainage occurs to storm drains,
stairwell drains, and /or paring lots. No drainage should occur towards the
foundation of building wulls.
23. Minimum concrete cover shall be 3" for reinforcing steel in accordance
with (ACI 318 -83).
24. Welding, including tack welding, of reinforced steel is prohibited. Welding
of reinforcing steel will be permitted only by written approval of the
Engineer.
25. Bridge footings shall bear on undisturbed material. Any unsuitable
material shall be removed. All footing excavations shall be inspected by an
independent soils engineer at direction of general contractor before concrete
is placed.
26. Soils exposed in the bases of all satisfactory foundation excavations
shall be protected against any detrimental change in conditions such as
disturbance, rain or freezing. Surface runoff shall not be allowed to enter
the excavation.
27. Provide construction, isolation and control joints as indicated on civil or
structural sheets.
28. All exterior concrete shall be finished with a light broom finish.
29. The contractor shall provide specifications and manufacturers data for
concrete sealer, joint filler, and curing compound for all floor slabs, to the
Engineer prior to installation for approval.
30. All soft, yielding or other unsuitable materials encountered during any
phase of subgrade construction shall be removed and replaced with suitable
material. The replacement material shall fill the unstable area for the entire
depth of the compacted subgrade and meet the subgrade compactions
requirements. The subgrade shall be shaped to the true lines and grade as
shown on the plans.
31. The subgrade shall be compacted to 95% laboratory density as
determined by AASHTO Method T -99.
32. The subgrade and finish paving shall be tested by an approved testing
company at the direction of the general contractor for uniform smoothness,
density and grade.
DR4N.,_�E & GRADING NOTES
1 EX _T,%6 TOPOGRAPHY TAKEN FROM KEELER -WEBB ASSOC., DATED
AUGUST 26, 2004.
2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING
WORK.
3, ALL GRADING /EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE
WITH A-L STA -E AND LOCAL CODES AND REQUIREMENTS.
4. LAND A! TFRATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION.
5. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION
ENTRANCE SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT
FROM TrE S`E ALONG GRAY ROAD AT PROPOSED ENTRANCE.
6. THE CJRA!ION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY
AS PRACT'',A_ WITH TEMPORARY SEEDING PER AMOUNTS SHOWN ON SHEET 12.
7_ SEE S -7171 'S 4 & 12 FOR EROSION CONTROL NOTES AND PLAN.
8_ PRI(IR I r_ONSTRHC,TION OF ANY PFRMANFNT SFRIJCTHRFS, Al I TnPSnII
AND ik,,, MAIILR, FROZEN, WET SOFT, LOOSE, OR UNDLSIRABLL SOIL
SHALL BE REMOVED. TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF
SIX INCHES I6") OR AS NECESSARY TO REMOVE ORGANIC MATTER IN THE
AREAS TO BE OCCUPIED BY ROADS, WALKS AND DESIGNATED BUILDING AREAS.
9. TCPSO SITAI L BE SEPARATED FROM SUITABLE FILL MATERIALS AND
SHALL_ NOT BE USED AS FILL UNDER ANY CONSTRUCTION AREAS OR FUTURE
EXPANSION AREAS.
WE R STRUCTURES SHALL COMPLY WITH CURRENT
SPEC+FC.4T _N ._4 THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO
DESIGN AND C,IALIIY OF CONSTRUCTION. GRANULAR BACKFILL SHALL BE
REQUIRED UNDER ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF
PAVEMENT ARF4>_
11. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE
IN ACCORDANCE WITH ASTM C -478.
12. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO
REVEAL OBSTRU,,[IONS, AND SHALL BE PROPERLY PROTECTED AND /OR
BARRICADED WHEN LEFT.
I 3. TRENFrIE`_, SHALL BE SHEETED AND GRADED AS NECESSARY TO
PROTECT WORKMF_N AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE
DONE IN ACCORDANCE WITH O.S.H.A. STANDARDS TO PROTECT WORKMEN.
14. THE SUB +GRADE SHALL_ BE PROOFROLLED WITH SUITABLE EQUIPMENT
AND A'- L SP�- NG( AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED
AND REPLA_-,_D WITH SUITABLE MATERIAL,
15. AI-L PLACES UNDER PROPOSED STORM AND SANITARY SEWER
LINES AND %vP r'AVED AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM
DENS'TY AS E'IRMINED BY MODIFIED AASHTO T -180 COMPACT TEST OR 95%
0~ MAX VtJIv' DEIJSITY AS DETERMINED BY THE STANDARD PROCTOR TEST
AASHTO T -g1
16. EXTRA. STkENGTI -I REINFORCED CONCRETE PIPE TO BE PLACED UNDER
PAVED AREAS A14D A MINIMUM COVER OF 24" SHALL BE MAINTAINED.
7. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY
BECOME HAL- PILED WITH SEDIMENT AND AFTER PERMANENT GROUND COVER
HAS BEEN ESTAt;LISHED.
1 8 PORT i(DN OF THE ABOVE PROPERTY DOES LIE WITHIN A KNOWN FLOOD
PLA'% (ZONE AE) PER FEMA FLOOD INSURANCE RATE MAP, PANEL NO.
18057CC22"�, c-:FECFIVE DATE FEBRUARY 19, 2003.
19. ALL GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE
UNLESS OT- ERWISF NOTED.
20. RE`:'CVL =,LL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD
ANDS :RrA( '-REAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL
UN _`r bE NLAS NOTED ON DRAWINGS OR APPROVED BY THE OWNER.
21. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES
SHALL BE BRED ONSITE OR REMOVED TO DISPOSAL AREAS OFF OF THE
Sit' E. Dlsf BY BURNING SHALL NOT BE PERMITTED UNLESS PROPER
r'ERM!IS ARE OBTAINED (WHERE APPLICABLE).THE LOCATION OF ON SITE BURY
PITS SHALL E,E DESIGNATED BY THE OWNER OR THE ENGINEER.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
TOPS, TRt:NKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT
ARE TO R='.' \ EXISTINGTREES SUBJECT TO CONSTRUCTION DAMAGE SHALL
7�- -Y -I_D OR OTHERWISEPROTECTED BEFORE ANY WORK IS STARTED;
-'ILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES
TO TRUNKS AND COVER SCARS WITH TREE PAINT.
23. REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY
BUILDINGS, ROADS, WALKS AND PARKING AREAS. PILE AND STORE TOPSOIL
A '_OCAT ON WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION
='ERA' ONS TUPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS,
vVEF_ORASS, '.TONES. ECT.
24. AFTER 1Mf'LETION OF SITE GRADING AND SUBSURFACE UTILITY
NSTALLATON, TC I' SOIL SHALL BE REPLACED IN AREAS DESIGNATED ON THE
EROSION CJNTR(_ )1 PLAN FOR SEEDING AND / OR SODDING. ANY REMAINING
TOP SOIL SHALL BE USED FOR FINISHED GRADING AROUND STRUCTURES AND
LANDSCAPING ARI AS.
25. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING, COMPACTING OF
FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO
GRADE AS SHOWN ON THE DRAWINGS.
26. ROC(_�r GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED
0.10 FEET r_US OR MINUS ABOVE THE ESTABLISHED SUBGRADE. ALL OTHER
AREAS SHALL NUT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED
GRADE. A'LI- BANKS AND OTHER BREAKS IN GRADE SHALL BE ROUNDED AT
THE TOP AN'= BOTTOM.
27. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THL_ REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF
EARTH.
28. MINOR A-'jUSTMENTS TO THE GRADES MAY BE REQUIRED TO EARTHWORK
BALANCES WHEN MINOR EXCESS MATERIAL OR SHORTAGES ARE ENCOUNTERED.
IT IS RECOGNIZED BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE
ENGINEER % :. E IERMINING EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED
IN ACCORDaN(_E WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARDS
FOR SUCH C,%'.CULATIONS. FURTHER, THAT THESE CALCULATIONS ARE
SUBJECT TO Tr +E INTERPRETATIONS OF SOIL BORINGS AS THE PHYSICAL LIMITS
OF THE VAR',_�_'S SOIL TYPES, ALSO THE ALLOWABLE VARIATION IN FINISH
GRADE AND _ OMPACTION PERMITTED THE CONTRACTOR, AND THAT ALL. OF
THESE PARAMETERS MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL
EARTHWORK MATERIALS TO COMPLETE THE PROJECT. IF SUCH AN ACTUAL
MINOR EXCESS OR SHORTAGE OF MATERIALS OCCURS, THE CONTRACTOR SHALL
CONTACT THE FrJGINEER TO DETERMINE IF ADJUSTMENTS CAN BE MADE TO
CORRECT TH! VBALANCE OF EARTH.
ASPHAIA PAVEMENT SPECIFICATIONS
The paving contractor shall be responsible for the following:
1. The area to be paved shall be cleared of all rock, debris, roots and
vegetation. An approved soil sterilant shall be utilized to prevent the growth
of weeds.
2. All soft, yielding or other unsuitable materials encountered during any
phase of subgradeconstruction shall be removed and replaced with suitable
material. The rr- placement material shall fill the unstable area for the entire
depth of the compacted subgrade and meet the subgrade compaction
requirements. The subgrade shall be shaped to the true lines and grade as
shown on the plane.
3. The subgrade shall be compacted to 95% laboratory density as
determined by AASHTO Method T 99.
4. The subgrade and finish paving shall be tested by an approved testing
company for uniform smoothness, density and grade.
S. Slope pavement 0.75% (MIN.) to insure proper surface drainage.
6- the hot niix (i_sphalt bused may t)c placed directly on the prepared
subgrade in one lift for the base course to the required compacted
thickness as specified in local street standards.
7. The hot mix asphalt base and surface shall be placed in one lift to the
true line and grades as shown on the plans. The paving mixture shall be
placed and compacted at a temperature between 250 F. (1 21 C) and 300
F. (149 C).
8. The paving mixture shall be transported to the job site in clean
well - covered trucks with smooth dump beds. The bole and surface mixtures
ore to be placed with self contained, power propelled pavers capable of
placing the mix to the required dimensions as shown ors the plans.
9. Asphalt grade shall be determined by its ability to satisfactory coat the
aggregate, resist rutting and remain stiff during high temperatures and
sustain freeze /thaw cycles in addition to the considerations of anticipated
weather, mixing process and curing rate.
10. See detail X Sheet XX for pavement cross -- sections.
11. All proposed asphalt pavement as shown shall be constructed in
compliance with INDICT standard specifications, latest edition.
12. All parking striping and ADA areas shall be marked with a durable
nonshrink, white point to be approved by the engineer.
STREAM CROSSING
1. The installation of the stream crossing shall conform to a minimum of
three (3) feet of cover or any state, federal or local requirements which
may be more restrictive.
2. The installation of the stream crossing shall be constructed in a manner
,s to protect the mains from erosion and to restore, as much as
practicable The streams banks and bottom to their original condition.
SANITARY PIPE INSTALLATION:
FLEXIBLE GASKFTED JOINTS SHALL BE COMPRESSION TYPE SO THAT
WHEN ASSEMBLED, THE CASKET INSIDE THE BELL WILL BE CC'AMPRESSED
RADIALLY ON THE PIPE SPIGOT TO FORM A WATERTIGHT SEAL.
2 INSPECT PIPING BEFORE INSTALLATION TO DETECT ANY DEFECTS. MARK
DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE.
3. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEM, TRUE TO GRADES
AND ALIGNMENT INDICATED, WITH UNBROKEN CONTINUITY OF INVERT.
4. PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM.
5. INSTALL GASKETS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR USE OF LUBRICANTS AND OTHER SPECIAL
INSTALLATION REOUIREMEN TS.
6. CLEAN INTERIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL
AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST
EACH JOINT AS IT IS COMPLETED.
7. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT AT END OF WORKDAY
OR WHENEVER WORK STOPS.
8. FLUSH LINES BETWEEN MANHOLES IF REQUIRED TO REMOVE COLLECTED
DEBRIS.
9. MAKE INSPECTIONS AFTER LINES BETWEEN MANHOLES OR MANHOLE
LOCATIONS HAVE BEEN INSTALLED AND APPROXIMATELY 2 FEET OF BACKFILL IS
IN PLACE, AND AGAIN AT COMPLETION OF PROJECT.
10. IF INSPECTION INDICATES POOR ALIGNMENT, DEBRIS, DISPLACED PIPE,
INFILTRATION, OR 01 HER DEFECTS, CORRECT SUCH DEFECTS AND REINSPECT.
11. PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL
AUTHORITIES HAVING JURISDICTION.
SANITARY SEWER LATERAL NOTES
1. Sanitary Sewer construction shall conform to City of Carmel sewer
specifications and shall prevail as to materials and methods of construction.
2. Sanitary sewer laterals shown were designed with PVC pipe in
accordance with ASTM D -3034 (SDR 35) and slope a minimum of 1
feet /100 feet.
3. All PVC joints shall be premolded, manufactured and installed in
accordance with ASTM C- -425 -6 OT.
4. Where water lines and sanitary sewer lines run parallel with one
another, a minimum of 10 feet horizontal separation shall be maintained.
5. No roof drains, footing drains and /or surface drains may be connected
to the sanitary sewer system including temporary connections during
construction.
6. Building shall be serviced by a 6" minimum sanitary sewer lateral.
The ends shall be plugged and sealed with water tight plastic disc. Wyes
are to be tilted up 45 degrees from horizontal, with suitable fittings for all
changes in direction.
CARMFL SANITARY JOINTS NOTES
1. Flexible gasketed joints shall be the compression type so that when
assembled, the gasket inside the bell will be compressed radially on the
pipe spigot to form a watertight seal. The assembly of joints shall be in
accordance with the pipe manufacturers recommendations and ASTM D -3212.
The gaskets sealing the joint shall be made of rubber or special
composition having a texture to assure a watertight and permanent seal and
shall be the product of a manufacturer having at least (5) years experience
in the manufacture of rubber gaskets for pipe joints. The gasket shall be a
continuous ring of flexible joint rubber of a composition and texture which
is resistant to common ingredients of sewage, industrial wastes and
groundwater, and which will endure permanently under the conditions likely
to be imposed by this service. The gasket shall conform to ASTM F -477.
2. All field- cutting of pipe shall be done in a neat, trim manner using a
hand or power saw, and the cut end shall be beveled using a file or wheel
to produce a smooth bevel of approximately 15 degrees and be a minimum
of depth of 113 the pipe wall thickness. Field cut pipe will only be allowed
to be installed at manholes, at prefabricated tees and wyes and at the
connection of new sanitary sewer to existing sanitary.
3. No solvent cement joints skull be allowed.
4. Only smooth exterior pipe shall be used at manhole connections
5. Only manufactured fittings made of pvc plastic having a cell
classification of 1 2454 -B or 1 2454 -C pre ASTM D- 1 784 shall be used.
6. Saddle connections shall not be allowed for new construction.
0
7 0
ADAPTER ASSEMBLY
MIN. Cx24 "x0.100 ALUMINUM
WITH DOUBLE FACED GREEN
REFLECTORIZED ENGINEER GR,
BACKGROUND PER STANDARD
SEC 912.10 AND 4" WHITE
REFLECTORIZED ENGINEER GR
-R
BLY
(SEE BELOW)
3 LBS./FI. GREEN PAINTED OR
CHANNEL SIGN POST PER STANDr
SEC. 909.14(a)
DRIVEN OR SET IN-�
COMPACTED BACKFILL_
NOTES:
1.) PRIVATE STREETS SHALE BE SO INDICATFD ON THE LEFT HAND SIDE OF THE SIGN WITH DUAL LINE
1 112" BLACK LETTERS ON YELLOW REFLECTORr7_ED BACKROUND PRECEDING THE STREET NAME.
2.) ONE SIGN ASSEMBLY SHALL BE 10CAIED AT EA'H INTERSECTION ON THE NORTHEAST CORNER WHEN POSSIBLE.
3.) STOP SIGNS SHALL NOT BE INSTALLED ON THE - ,JREET NAME SIGN POSTS,
SUBDIVISION STREET NAME SIGNS
NOT TO SCALE
STOP SIGN (R1-1)
0 STOP
R1 -1
30" x 30"
ALL WAY�l
R1 -4
18" x 6"
L4 -
R1 -3
12' x 6'
YIELD SIGN (R1-2)
R1 -2
30" x 30" x 30"
SPEED LIMIT SIGN (R21)
SPEED
LIMIT
25
R2 -- 1
24" x 30"
NOTES:
1.) SIGNS SHALL BE SINGLE FACED WITH ENGINEERING GRADE REFLECTORIZED SHEETING ON 0.080"
THICK ALUMINUM SHEET MATERIAL PER INDOT STANDARD SPECIFICATION 912.10.
2.) POSTS SHALL BE 11' -0" LONG, 3 lb/ft GREEN PAINTED OR GALVANIZED CHANNEL SIGN POSTS
PER INDOT STANDARD SPECIFICATION 909.14.
3.) ALL SIGN SIZES, SHAPES, COLORS AND MATERIAL SHALL MEET THE INDIANA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
TYPICAL SUBDIVISION REGULATORY SIGNS
NOT TO SCALE