HomeMy WebLinkAbout05050054.2LINETYPE LEGEND: `
(SF)
= SILT FENCE
x x x
= BARB WIRE FENCE
o o o
= CHAIN -LINK FENCE
I -I I I I -I
= WOOD FENCE
VV
= WATER LINE
STRM
= STORM SEWER LINE
SAN
= SANITARY SEWER LINE
GAS
= GAS LINE
UGE
= UNDERGROUND ELECTRIC LINE
OHE
= OVERHEAD ELECTRIC LINE
Comm
= COMMUNICATION LINE
T
= TELEPHONE LINE
UTELE
= UNDERGROUND TELEPHONE LINE
FO
= FIBER OPTIC LINE
FW
= FIRE DEPARTMENT WATER SUPPLY
35' ESMT
= 35' EASEMENT LINE
30' ESMT
= 30' EASEMENT LINE
25' ESMT
= 25' EASEMENT LINE
20' ESMT
= 20' EASEMENT LINE
15' ESMT
=15' EASEMENT LINE
10' ESMT
=10' EASEMENT LINE
5' ESMT
= 5' EASEMENT LINE
ESMT
= EASEMENT LINE
000)
= SWALE LINE
000
= EDGE OF WATER
35' SETBK
= 35' SETBACK LINE
30' SETBK
= 30' SETBACK LINE
25' SETBK
= 25' SETBACK LINE
20' SETBK
= 20' SETBACK LINE
15' SETBK
=15' SETBACK LINE
10' SETBK
=10' SETBACK LINE
5' SETBK
= 6 SETBACK LINE
SETBACK
= SETBACK LINE
ROW
= RIGHT -OF -WAY LINE
-
= PROPERTY BOUNDARY
UD
= SWALE UNDERDRAIN
CABLE
= CABLE TV LINE
FL>
= FLOW LINE
PROTECTION AND DEMOLITION NOTES:
TREE REMOVAL AND PROTECTION:
1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY
ROAD, SURFACED AREAS, OR DRAINAGE SWALES.
2. TREES HALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH
THE PLACEMENT OF STORM OR SANITARY SEWERS AND THAT SUCH EXCAVATION WILL BE FATAL
TO TREES.
I CLEARING AND GRUBBING:
1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY
DISPOSING OF ALL TREES, BRUSH,PROJECTINGROOTS,3TUMPS ;RUBBISH, BROKEN PAVEMENT,
BROKEN CONCRETE, FENCING (AS DESIGNATED) AND OTHER MATERIALS ON THE PROJECT SITE
AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMEN IS AND / OR
DESIGNATED BY THE CONSTRUCTION LIMITS.
2. ALL'UNSUITABLE MATERIAL' FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL
AREAS AS DIRECTED BY GENERAL CONTRACTOR.
STRIPPING OF TOPSOIL:
1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE
OCCUPIED BY ROADS, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A
DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE
REQUIRED.
2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED
AS FILL UNDER PAVEMENT, BUILDING AREAS AND / OR FUTURE STRUCTURAL AREAS.
3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION
OPERATIONS AS DIRECTED BY THE GENERAL CONTRACTOR.
4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES.
DEMOLITION:
1. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE
CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLMON SHALL TAKE INTO
ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID
DRAWINGS.
2. THE CONTRACTOR SHALL OBTAIN FROM ALL APPLICABLE GOVERNMENT AUTHORITIES
NECESSARY PERMITS REQUIRED. A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER
PRIOR TO COMMENCEMENT OF ANY WORK HEREIN.
3. ALL EXISTING MANHOLE CASTINGS TO BE ADJUSTED TO FINISH GRADE.
GRADING NOTES:
GENERAL GRADE NOTES:
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORATION ( INDOT) STANDARD SPECIFICATIONS,
LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTION BELOW
FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT.
PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE
APPLICABLE.
2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR
OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER
DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS
NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION. PROPER MOISTURE CONTENT OF FILL
MATERICAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH
PAVED AREAS, FLOOR SLABS AND FURTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95`Yo
OF THE MAXIMUM DRY DENSITY PER ASTM D -1557, FIELD COMPACTING TEST SHALL BE RUN ON
EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
3. MAXIMUM LAWN SLOPE IS 3:1.
4. THE CONTRATOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,
SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA EXISTING UTILITY STRUCTURES ARE
SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION
OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN
COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACT'B' BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
REINFORCED CONCRETE PIPE:
1. REINFORCED CONCRETE PIPE SHALL BE CLASS III, IV OR V AS SPECIFIED IN ASTM C-76.
2. REINFORCED ELLIPTICAL CONCRETE PIPE SHALL BE CLASS HE -III OR HE -IV AS SPECIFIED IN ASTM
=7.
3. LIFT HOLES ARE NOT ALLOWED FOR PIPE LESS THAN 24 INCHES IN DIAMETER A MAXIMUM OF
TWO LIFT HOLES ARE ALLOWED FOR PIPE 24 INCHES IN DIAMETER OR LARGER. LIFT HOLES SHALL
BE REPAIRED ACCORDING TO MOST RECENT INDOT STANDARD SPECIFICATIONS.
4. FITTINGS AND SPECIALTIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE TYPE
OF PIPE BEING USED.
5. EACH PIPE SECTION SHALL BE MARKED WITH DATE OF MANUFACTURE, SIZE AND CLASS OF PIPE,
SPECIFICATION DESIGNATION, MANUFACTURER AND PLANT IDENTIFICATION.
6. PIPE SHALL BE FURNISHED WITH A BELL OR GROOVE ON ONE END OF A UNIT OF PIPE AND A
SPIGOT OR TONGUE ON THE ADJACENT END OF THE ADJOINING PIPE. ALL JOINTS SHALL HAVE A
GROOVE ON THE SPIGOT FOR PLACEMENT OF A RUBBER *O-RING' OR PROFILE GASKET IN
ACCORDANCE WITH ASTM C-443. THE GASKET SHALL BE A CONTINUOUS RING WHICH FITS SNUGLY
INTO THE ANNULAR SPACE BETWEEN THE OVERLAPPING SURFACES OF THE ASSEMBLED PIPE
JOINT.
INSTALLATION SCHEDULE:
SYMBOL LEGEND:
CONSTRUCTION SCHEDULE:
PRE - CONSTRUCTION ACTIONS
BEFORE CONSTRUCTION, EVALUATE, MARK AND
+741.25
PROTECT IMPORTANT TREES AND ASSOCIATED
- = STORM SEWER END SECTION
ROOTING ZONES, UNIQUE AREAS (e.g., WETLANDS) TO
= NEW GRADE ELEVATION
BE PRESERVED, ON SITE SEPTIC SYSTEM ABSORPTION
FEB
FIELDS, AND VEGETATION SUITABLE FOR FILTER
APR.
STRIPS, ESPECIALLY IN PERIMETER AREAS.
= SANITARY SEWER CLEANOUT
X1NN'L5
= EXISTING GRADE ELEVATION
C.O.
= CLEANOUT
PERMANENT
SEEDING
=STRAW BALE DAM
INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE
= MANHOLE
IS ASSESSED. INSTALL ADDITIONAL RUNOFF CONTROL
PROTECTION)
®
= CATCH BASIN
WHERE NECESSARY, STABILIZE STREAMBANKS AS
=ROCK DAM
®
=CATCH BASIN
�-
= SIGN
REMAINDER OF SYSTEM AFTER GRADING.
= CURB INLET
BEGIN MAJOR CLEARING AND GRADING AFTER
(CUTTINGIFILLINGIGRADING, DRAINS, SEDIMENT
INSTALLING THE KEY SEDIMENTAND RUNOFF
TRAPS, BARRIERS, DIVERSIONS, SURFACE
STOP
=STOP SIGN
O
PLI
=FIRE HYDRANT
GRADING PROGRESSES.
SURFACE STABILIZATION
0
= PRESSURE RELIEF VALVE
MEASURES IMMEDIATELY ON ALL DISTURBED AREAS
= HANDICAP SIGN
0
BUILDING CONSTRUCTION
INSTALL NECESSARY EROSION AND SEDIMENT
(BUILDINGS, UTILITIES, PAVING)
w
w„
LANDSCAPING & FINAL STABILIZATION
0
= ENTER ONLY SIGN
SPOIL AREAS. REMOVE TEMPORARY CONTROL
= WATER VALVE
MEASURES AND STABILIZE.
0
�w
=WATER WELL
Ay
= EXIT ONLY SIGN
GV
= GAS VALVE
O
= DO NOT ENTER SIGN
Z
= LIGHT POLE
�a%S TF'q+ti 8�
(�
= UTILITY POLE
%rl \�
°EVERGREEN TREE
- PROPERTY CORNER
O IRF
IRF =IRON ROD FOUND
0
= DECIDUOUS TREE
O RBF
RBF = REBAR FOUND
= SURVEY POINT
=BUSH
(SECTION CORNER)
BM
= BENCHMARK
r
= SOIL BORING
PROTECTION AND DEMOLITION NOTES:
TREE REMOVAL AND PROTECTION:
1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY
ROAD, SURFACED AREAS, OR DRAINAGE SWALES.
2. TREES HALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH
THE PLACEMENT OF STORM OR SANITARY SEWERS AND THAT SUCH EXCAVATION WILL BE FATAL
TO TREES.
I CLEARING AND GRUBBING:
1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY
DISPOSING OF ALL TREES, BRUSH,PROJECTINGROOTS,3TUMPS ;RUBBISH, BROKEN PAVEMENT,
BROKEN CONCRETE, FENCING (AS DESIGNATED) AND OTHER MATERIALS ON THE PROJECT SITE
AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMEN IS AND / OR
DESIGNATED BY THE CONSTRUCTION LIMITS.
2. ALL'UNSUITABLE MATERIAL' FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL
AREAS AS DIRECTED BY GENERAL CONTRACTOR.
STRIPPING OF TOPSOIL:
1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE
OCCUPIED BY ROADS, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A
DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE
REQUIRED.
2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED
AS FILL UNDER PAVEMENT, BUILDING AREAS AND / OR FUTURE STRUCTURAL AREAS.
3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION
OPERATIONS AS DIRECTED BY THE GENERAL CONTRACTOR.
4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES.
DEMOLITION:
1. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE
CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLMON SHALL TAKE INTO
ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID
DRAWINGS.
2. THE CONTRACTOR SHALL OBTAIN FROM ALL APPLICABLE GOVERNMENT AUTHORITIES
NECESSARY PERMITS REQUIRED. A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER
PRIOR TO COMMENCEMENT OF ANY WORK HEREIN.
3. ALL EXISTING MANHOLE CASTINGS TO BE ADJUSTED TO FINISH GRADE.
GRADING NOTES:
GENERAL GRADE NOTES:
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORATION ( INDOT) STANDARD SPECIFICATIONS,
LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTION BELOW
FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT.
PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE
APPLICABLE.
2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR
OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER
DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS
NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION. PROPER MOISTURE CONTENT OF FILL
MATERICAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH
PAVED AREAS, FLOOR SLABS AND FURTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95`Yo
OF THE MAXIMUM DRY DENSITY PER ASTM D -1557, FIELD COMPACTING TEST SHALL BE RUN ON
EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
3. MAXIMUM LAWN SLOPE IS 3:1.
4. THE CONTRATOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,
SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA EXISTING UTILITY STRUCTURES ARE
SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION
OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN
COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACT'B' BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
REINFORCED CONCRETE PIPE:
1. REINFORCED CONCRETE PIPE SHALL BE CLASS III, IV OR V AS SPECIFIED IN ASTM C-76.
2. REINFORCED ELLIPTICAL CONCRETE PIPE SHALL BE CLASS HE -III OR HE -IV AS SPECIFIED IN ASTM
=7.
3. LIFT HOLES ARE NOT ALLOWED FOR PIPE LESS THAN 24 INCHES IN DIAMETER A MAXIMUM OF
TWO LIFT HOLES ARE ALLOWED FOR PIPE 24 INCHES IN DIAMETER OR LARGER. LIFT HOLES SHALL
BE REPAIRED ACCORDING TO MOST RECENT INDOT STANDARD SPECIFICATIONS.
4. FITTINGS AND SPECIALTIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE TYPE
OF PIPE BEING USED.
5. EACH PIPE SECTION SHALL BE MARKED WITH DATE OF MANUFACTURE, SIZE AND CLASS OF PIPE,
SPECIFICATION DESIGNATION, MANUFACTURER AND PLANT IDENTIFICATION.
6. PIPE SHALL BE FURNISHED WITH A BELL OR GROOVE ON ONE END OF A UNIT OF PIPE AND A
SPIGOT OR TONGUE ON THE ADJACENT END OF THE ADJOINING PIPE. ALL JOINTS SHALL HAVE A
GROOVE ON THE SPIGOT FOR PLACEMENT OF A RUBBER *O-RING' OR PROFILE GASKET IN
ACCORDANCE WITH ASTM C-443. THE GASKET SHALL BE A CONTINUOUS RING WHICH FITS SNUGLY
INTO THE ANNULAR SPACE BETWEEN THE OVERLAPPING SURFACES OF THE ASSEMBLED PIPE
JOINT.
INSTALLATION SCHEDULE:
CONSTRUCTION PHASE:
CONSTRUCTION SCHEDULE:
PRE - CONSTRUCTION ACTIONS
BEFORE CONSTRUCTION, EVALUATE, MARK AND
(EVALUATIONIPROTECTION OF IMPORTANT SITE
PROTECT IMPORTANT TREES AND ASSOCIATED
CHARACTERISTICS)
ROOTING ZONES, UNIQUE AREAS (e.g., WETLANDS) TO
STABILIZATION
PRACTICE
BE PRESERVED, ON SITE SEPTIC SYSTEM ABSORPTION
FEB
FIELDS, AND VEGETATION SUITABLE FOR FILTER
APR.
STRIPS, ESPECIALLY IN PERIMETER AREAS.
CONSTRUCTION ACCESS
STABILIZE BARE AREAS IMMEDIATELY WITH GRAVEL AND
(CONSTRUCTION ENTRANCES, CONSTRUCTION
TEMPORARYVEGETATION AS WORK TAKES PLACE
ROUTES, EQUIPMENT PARKING AREAS)
PERMANENT
SEEDING
SEDIMENT BARRIERS AND TRAPS
INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE
(BASIN TRAPS, SILT FENCES, OUTLET
IS ASSESSED. INSTALL ADDITIONAL RUNOFF CONTROL
PROTECTION)
MEASURES DURING GRADING AS NEEDED.
RUNOFF CONVEYANCE SYSTEM
WHERE NECESSARY, STABILIZE STREAMBANKS AS
(STABILIZED STREAM - BANKS, STORM DRAINS,
EARLY AS POSSIBLE. INSTALL PRINCIPLE CONVEYANCE
INLET AND OUTLET PROTECTIONS, CHANNELS)
SYSTEM WITH RUNOFF CONTROL MEASURES. INSTALL
REMAINDER OF SYSTEM AFTER GRADING.
LAND CLEARING AND GRADING
BEGIN MAJOR CLEARING AND GRADING AFTER
(CUTTINGIFILLINGIGRADING, DRAINS, SEDIMENT
INSTALLING THE KEY SEDIMENTAND RUNOFF
TRAPS, BARRIERS, DIVERSIONS, SURFACE
MEASURES. CLEAR BORROW AND DISPOSAL AREAS AS
ROUGHENING)
NEEDED. INSTALL ADDITIONAL CONTROL MEASURES AS
J
GRADING PROGRESSES.
SURFACE STABILIZATION
APPLY TEMPORARY OR PERMANENT STABILIZATION
(TEMPORARY AND PERMANENT SEEDING,
MEASURES IMMEDIATELY ON ALL DISTURBED AREAS
MULCHING, SODDING, RIPRAP)
WHERE WORK IS DELAYED OR COMPLETED.
BUILDING CONSTRUCTION
INSTALL NECESSARY EROSION AND SEDIMENT
(BUILDINGS, UTILITIES, PAVING)
CONTROL PRACTICES AS WORK TAKES PLACE.
LANDSCAPING & FINAL STABILIZATION
STABILIZE ALL OPEN AREAS, INCLUDING BORROW AND
(TOP SOILING, TREES AND SHRUBS, PERMANENT
SPOIL AREAS. REMOVE TEMPORARY CONTROL
SEEDING, MULCHING, SODDING, RIPRAP)
MEASURES AND STABILIZE.
SITE NOTES:
GENERAL NOTES:
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS,
LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR
VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE
NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
2. ALL RADII SHALL BE 5 FOOT UNLESS NOTED OTHERWISE ON PLANS.
3. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. STORM SEWER PIPE OF OTHER MATERIAL OR MATERIAL NOT MEETING THESE SPECIFICATIONS
SHALL REQUIRE THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.
PAVEMENT CONSTRUCTION:
1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION,
SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT,
CURBS AND WALKS.
A) PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE
PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING.
B) BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 403.
C) FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT
SECTION 208.
CONCRETE PAVEMENT AND WALKS:
1. SEE DETAIL FOR TYPE AND DETAILS.
2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO ASTM C-150.
AGGREGATES SHALL CONFORM TO ASTM C•33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS
SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC
CONFORMING TO ASTM A -185.
3. ALL EXTERIOR CONCRETE SHALL CONTAIN 6%:t 1% AIR ENTRAINMENT.
APPLICATION:
A) PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE
MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT
SECTION 604 AND 605.
B) CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN
CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES OR LESS,
PARAGRAPH 702.10 OF THE INDOT SPECIFICATIONS SHALL APPLY.
C) EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN
INDOT SECTION 501.17.
PARKING LOT STRIPING:
1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION Tr-P-1 15A FOR TRAFFIC PAINT
WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION).
2. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND
TRUE LINES. ASPHALT MUST BE CLEANED NTH POWER BROOM AND HAND BROOM TO REMOVE
LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR IS TO PROVIDE BARRIERS TO PREVENT
MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE
MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH
OF FOUR INCHES.
STREET PAVEMENT NOTES:
1. MATERIALS AND CONSTRUCTION FOR STREETS, WALKS, CURBS AND STORM WATER SEWERS
SHALL CONFORM TO THE REQUIREMENTS OF THE INDIANA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS' LATEST PRINTED EDITION UNLESS SHOWN OR NOTED OTHERWISE.
2. PAVEMENT COMPOSITION NOTED ON DETAIL IS THE MINIMUM REQUIREMENT FOR STREET
CLASSES 1, 2, 3, 4 AND 5, WITH A GOOD SUB -GRADE SOIL CLASSIFICATION. PAVEMENT
COMPOSITION FOR OTHER CLASSES OF STREET SHALL BE DESIGNED WITH CONSIDERATION
GIVEN TO THE TRAFFIC VOLUME. SUB -GRADE SOIL EVALUATION AND TYPE OF PAVEMENT
MATERIAL TO BE USED.
3. THE SUB -GRADE MUST BE PROOF ROLLED BY THE CONTRACTOR USING A FULLY LOADED
TANDEM TRUCK. A TOWN REPRESENTATIVE MUST BE PRESENT FOR PROOF ROLL.
4. ASPHALT BASE SHALL BE LAID IN NO MORE THAN 3' LIFTS. SURFACE ASPHALT SHALL BE LAID IN
NO MORE THAN 1 11T LIFTS. ASPHALT SHALL BE ROLLER COMPACTED AS PER INDOT
SPECIFICATIONS SEC. 402.13.
5. TEMPERATURE SHALL BE 32T AND RISING FOR BASE MATERIAL AND 45T AND RISING FOR TOP
COAT MATERIAL
6. NO ASPHALT SHALL BE INSTALLED ON FROZEN OR WET SUBSURFACE
7. STREET CUT REPAIRS SHALL USE 100 PSI QUICK SET FLOWABLE FILL TO WITHIN 6' OF
PAVEMENT SURFACE. INSTALL 5' OF 4000 PSI READY MIX CONCRETE WITHIN V OF PAVEMENT
WITHIN 2 -24 HOURS AFTER FLOWABLE FILL HAS BEEN INSTALLED. INSTALL 1' OF #11 SURFACE
ASPHALT LEVEL WITH EXISTING PAVEMENT WITHIN 24 HOURS OF CONCRETE BEING INSTALLED.
TOWN OF WHTTESTOWN MAY PERMIT USE OF #8 STONE AS AN ALTERNATIVE IN EXTREME
SITUATIONS. CONDITIONS WHICH MAY WARRANT #8 STONE SUBSTITUTE INCLUDE TIME OF DAY,
COLD MIX MUST BE MAINTAINED AS A SMOOTH SURFACE UNTIL PERMANENT PATCH IS COMPLETE.
NO STONE SUBSTITUTE WILL BE ALLOWED FOR COLLECTOR STREETS.
8. FLOWABLE FILL SHALL BE USED FOR BACKFILLING ALL EXCAVATIONS THAT REQUIRE CUT
THROUGH EXISTING PAVEMENT. FLOWABLE FILL SHALL BE A MIXTURE OF SAND, PORTLAND
CEMENT AND WATER, THOROUGHLY MIXED; AND SHALL HAVE A 100 PSI COMPRESSIVE STRENGTH
WITHIN 3 HOURS OF PLACEMENT. FLOWABLE FILL SHALL BE PLACED FROM TOP OF #8 STONE
COVER FOR PIPE TO BOTTOM OF NEW PAVEMENT.
EROSION CONTROL NOTES:
SOIL EROSION CONTROL SUMMARY:
1. CONTRACTOR SHALL INSTALL SODDING, STRAW BALE DROP INLET PROTECTION, AND STRAW
BALE FILTERS AS SHOWN.
2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR SEEDED
AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED
FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME PERIOD
THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A
FAST GROWING SEED OF EITHER OATS, ANNUAL RYE GRASS, WHEAT OR RYE DEPENDING UPON
TIME OF YEAR DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES.
3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE
PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC
LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS.
4. MAINTAIN ALL FILTERS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM
ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING
CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIPRAP SHALL
BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 113 CU.FT.). PAYMENT FOR
ADDITIONAL STRAW BALES AND RIPRAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT
BASIS.
5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS
INSTALLED.
6. ALL PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS
PREPARED.
7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN
THERE IS SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION.
8. ALL SWALES SHALL BE SEEDED AND SODDED (AS INDICATED ON THE EROSION AND SEDIMENT
CONTROL PLAN) IMMEDIATELY AFTER FINAL GRADING.
I
9. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA
HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS,
i
'OCTOBER 1, 1992 EDITION.
i
MAINTENANCE:
INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY
ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR
BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES
WELL INTER - MIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE
SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST
RECOMMENDATIONS.
REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILINZING, OVER- OR
RESEEDING, AND MULCHING.
IF PLANT COVER IS SPARSE OR PATCHY, REVIEW THE PLANT MATERIALS CHOSEN, SOIL FERTILITY,
MOISTURE CONDITION, AND MULCHING AFTER RE- PREPARING THE SEEDBED.
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT
DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR
ASSISTANCE.)
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO
SOIL TEST RECOMMENDATIONS.
EROSION CONTROL NOTES:
PRIOR TO ANY WORK BEING DONE, SILT FENCING SHALL BE INSTALLED.
AFTER COMPLETION OF A STORM STRUCTURE, THE CURB INLET PROTECTION SHALL BE INSTALLED
IMMEDIATELY.
ALL AREAS NOT DENOTING PERMANENT SEEDING OR FIBER BLANKETS SHALL BE TEMPORARILY
SEEDED.
THE EARTHWORK CONTRACTOR IS RESPONSIBLE FOR KEEPING THE EXISTING ROADWAYS CLEAR
OF DIRT AND DEBRIS.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY INSPECTOR AS CONDITIONS
WARRANT.
EROSION PROTECTION DURING CONSTRUCTION AND SEEDING:
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURE DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED T0:
A) STRAW BALE DAMS
B) MULCH AND SEEDING
C) SOIL STABILIZATION FABRIC
2. DETAILS AND PLACEMENT SPECIFICATION FOR ABOVE ITEMS ARE AVAILABLE ON REQUEST FROM
THE ENGINEER.
3. ALL CONSTRUCTION AREAS ARE TO BE SEEDED IMMEDIATELY FOLLOWING GRADING.
UTILITY NOTES:
I CONCRETE MANHOLE NOTES:
1. ALL MANHOLES SHALL BE VACUUM TESTED AS PER ASTM C1244 STANDARD METHOD.
2. NO MANHOLES SHALL BE MORE THAN 14' FROM BACK OF CURB.
3. NO MANHOLE SHALL BE LOCATED IN ANY BACKYARD OR SIDE YARD. THEY MUST BE LOCATED IN
THE FRONT YARD OR FRONT LOT THAT IS FRONTING A STREET.
4. ALL JOINTS IN MANHOLES SHALL BE SEALED TO PREVENT INFILTRATION BY USING A RUBBER
'0 -RING' GASKET AND A 112' EXTRUDABLE PERFORMED GASKET BETWEEN ALL PRECAST SECTIONS.
5. ANNULAR SPACE AROUND SANITARY SEWER AT POINT OF ENTRANCE INTO THE MANHOLE SHALL
BE GROUTED COMPLETELY AROUND SANITARY SEWER, INSIDE AND OUTSIDE TO INSURE SMOOTH
TRANSITION.
6. WHEN CONNECTING A NEW SEWER INTO AN EXISTING MANHOLE, THE EXISTING MANHOLE SHALL
BE BROUGHT UP TO MEET PRESENT STANDARDS,
7. SECTION JOINTS ON PRECAST CONCRETE MANHOLES SHALL BE SEALED WITH BLACK TAR MASTIC
6- ABOVE AND 6' BELOW JOINT, ON MANHOLE EXTERIOR.
SEASONAL
REVISIONS:
SOIL
PROTECTION
CHART
(317) 837 -2767
(317) 837 -7266 (Fax)
A = KENTUCKY BLUEGRASS 100 LBSJACRE; CREEPING RED FESCUE 100 LBSJACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY
400.600 LBSJACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
B = KENTUCKY BLUEGRASS 120 LBSJACRE; CREEPING RED FESCUE 120 LBSJACRE;
PLUS 2 TONS STRAW MULCWACRE, OR ADD ANNUAL RYEGRASS 30 LBSJACRE
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY
404600 L.BSJACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
C = SPRING OATS 3 BUSHELSIACRE
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY
404600 LBSJACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER
D = WHEAT OR RYE 2 BUSHELS/ACRE
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY
404600 LBSJACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILLZER
E =ANNUAL RYEGRASS 40 LBSJACRE (1 LB11000 SQ. FT.)
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY
400.600 LBSJACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
F =SOD
G = STRAW MULCH 2 TONSIACRE
STABILIZATION
PRACTICE
JAN
FEB
MAR
APR.
MAY JUNE JULY
AUG.
SEPT.
OCT.
NOV.
DEC.
PERMANENT
SEEDING
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SITE NOTES:
GENERAL NOTES:
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS,
LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR
VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE
NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
2. ALL RADII SHALL BE 5 FOOT UNLESS NOTED OTHERWISE ON PLANS.
3. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. STORM SEWER PIPE OF OTHER MATERIAL OR MATERIAL NOT MEETING THESE SPECIFICATIONS
SHALL REQUIRE THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.
PAVEMENT CONSTRUCTION:
1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION,
SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT,
CURBS AND WALKS.
A) PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE
PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING.
B) BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 403.
C) FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT
SECTION 208.
CONCRETE PAVEMENT AND WALKS:
1. SEE DETAIL FOR TYPE AND DETAILS.
2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO ASTM C-150.
AGGREGATES SHALL CONFORM TO ASTM C•33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS
SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC
CONFORMING TO ASTM A -185.
3. ALL EXTERIOR CONCRETE SHALL CONTAIN 6%:t 1% AIR ENTRAINMENT.
APPLICATION:
A) PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE
MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT
SECTION 604 AND 605.
B) CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN
CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES OR LESS,
PARAGRAPH 702.10 OF THE INDOT SPECIFICATIONS SHALL APPLY.
C) EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN
INDOT SECTION 501.17.
PARKING LOT STRIPING:
1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION Tr-P-1 15A FOR TRAFFIC PAINT
WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION).
2. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND
TRUE LINES. ASPHALT MUST BE CLEANED NTH POWER BROOM AND HAND BROOM TO REMOVE
LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR IS TO PROVIDE BARRIERS TO PREVENT
MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE
MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH
OF FOUR INCHES.
STREET PAVEMENT NOTES:
1. MATERIALS AND CONSTRUCTION FOR STREETS, WALKS, CURBS AND STORM WATER SEWERS
SHALL CONFORM TO THE REQUIREMENTS OF THE INDIANA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS' LATEST PRINTED EDITION UNLESS SHOWN OR NOTED OTHERWISE.
2. PAVEMENT COMPOSITION NOTED ON DETAIL IS THE MINIMUM REQUIREMENT FOR STREET
CLASSES 1, 2, 3, 4 AND 5, WITH A GOOD SUB -GRADE SOIL CLASSIFICATION. PAVEMENT
COMPOSITION FOR OTHER CLASSES OF STREET SHALL BE DESIGNED WITH CONSIDERATION
GIVEN TO THE TRAFFIC VOLUME. SUB -GRADE SOIL EVALUATION AND TYPE OF PAVEMENT
MATERIAL TO BE USED.
3. THE SUB -GRADE MUST BE PROOF ROLLED BY THE CONTRACTOR USING A FULLY LOADED
TANDEM TRUCK. A TOWN REPRESENTATIVE MUST BE PRESENT FOR PROOF ROLL.
4. ASPHALT BASE SHALL BE LAID IN NO MORE THAN 3' LIFTS. SURFACE ASPHALT SHALL BE LAID IN
NO MORE THAN 1 11T LIFTS. ASPHALT SHALL BE ROLLER COMPACTED AS PER INDOT
SPECIFICATIONS SEC. 402.13.
5. TEMPERATURE SHALL BE 32T AND RISING FOR BASE MATERIAL AND 45T AND RISING FOR TOP
COAT MATERIAL
6. NO ASPHALT SHALL BE INSTALLED ON FROZEN OR WET SUBSURFACE
7. STREET CUT REPAIRS SHALL USE 100 PSI QUICK SET FLOWABLE FILL TO WITHIN 6' OF
PAVEMENT SURFACE. INSTALL 5' OF 4000 PSI READY MIX CONCRETE WITHIN V OF PAVEMENT
WITHIN 2 -24 HOURS AFTER FLOWABLE FILL HAS BEEN INSTALLED. INSTALL 1' OF #11 SURFACE
ASPHALT LEVEL WITH EXISTING PAVEMENT WITHIN 24 HOURS OF CONCRETE BEING INSTALLED.
TOWN OF WHTTESTOWN MAY PERMIT USE OF #8 STONE AS AN ALTERNATIVE IN EXTREME
SITUATIONS. CONDITIONS WHICH MAY WARRANT #8 STONE SUBSTITUTE INCLUDE TIME OF DAY,
COLD MIX MUST BE MAINTAINED AS A SMOOTH SURFACE UNTIL PERMANENT PATCH IS COMPLETE.
NO STONE SUBSTITUTE WILL BE ALLOWED FOR COLLECTOR STREETS.
8. FLOWABLE FILL SHALL BE USED FOR BACKFILLING ALL EXCAVATIONS THAT REQUIRE CUT
THROUGH EXISTING PAVEMENT. FLOWABLE FILL SHALL BE A MIXTURE OF SAND, PORTLAND
CEMENT AND WATER, THOROUGHLY MIXED; AND SHALL HAVE A 100 PSI COMPRESSIVE STRENGTH
WITHIN 3 HOURS OF PLACEMENT. FLOWABLE FILL SHALL BE PLACED FROM TOP OF #8 STONE
COVER FOR PIPE TO BOTTOM OF NEW PAVEMENT.
EROSION CONTROL NOTES:
SOIL EROSION CONTROL SUMMARY:
1. CONTRACTOR SHALL INSTALL SODDING, STRAW BALE DROP INLET PROTECTION, AND STRAW
BALE FILTERS AS SHOWN.
2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR SEEDED
AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED
FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME PERIOD
THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A
FAST GROWING SEED OF EITHER OATS, ANNUAL RYE GRASS, WHEAT OR RYE DEPENDING UPON
TIME OF YEAR DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES.
3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE
PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC
LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS.
4. MAINTAIN ALL FILTERS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM
ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING
CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIPRAP SHALL
BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 113 CU.FT.). PAYMENT FOR
ADDITIONAL STRAW BALES AND RIPRAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT
BASIS.
5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS
INSTALLED.
6. ALL PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS
PREPARED.
7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN
THERE IS SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION.
8. ALL SWALES SHALL BE SEEDED AND SODDED (AS INDICATED ON THE EROSION AND SEDIMENT
CONTROL PLAN) IMMEDIATELY AFTER FINAL GRADING.
I
9. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA
HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS,
i
'OCTOBER 1, 1992 EDITION.
i
MAINTENANCE:
INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY
ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR
BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES
WELL INTER - MIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE
SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST
RECOMMENDATIONS.
REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILINZING, OVER- OR
RESEEDING, AND MULCHING.
IF PLANT COVER IS SPARSE OR PATCHY, REVIEW THE PLANT MATERIALS CHOSEN, SOIL FERTILITY,
MOISTURE CONDITION, AND MULCHING AFTER RE- PREPARING THE SEEDBED.
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT
DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR
ASSISTANCE.)
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO
SOIL TEST RECOMMENDATIONS.
EROSION CONTROL NOTES:
PRIOR TO ANY WORK BEING DONE, SILT FENCING SHALL BE INSTALLED.
AFTER COMPLETION OF A STORM STRUCTURE, THE CURB INLET PROTECTION SHALL BE INSTALLED
IMMEDIATELY.
ALL AREAS NOT DENOTING PERMANENT SEEDING OR FIBER BLANKETS SHALL BE TEMPORARILY
SEEDED.
THE EARTHWORK CONTRACTOR IS RESPONSIBLE FOR KEEPING THE EXISTING ROADWAYS CLEAR
OF DIRT AND DEBRIS.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY INSPECTOR AS CONDITIONS
WARRANT.
EROSION PROTECTION DURING CONSTRUCTION AND SEEDING:
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURE DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED T0:
A) STRAW BALE DAMS
B) MULCH AND SEEDING
C) SOIL STABILIZATION FABRIC
2. DETAILS AND PLACEMENT SPECIFICATION FOR ABOVE ITEMS ARE AVAILABLE ON REQUEST FROM
THE ENGINEER.
3. ALL CONSTRUCTION AREAS ARE TO BE SEEDED IMMEDIATELY FOLLOWING GRADING.
UTILITY NOTES:
I CONCRETE MANHOLE NOTES:
1. ALL MANHOLES SHALL BE VACUUM TESTED AS PER ASTM C1244 STANDARD METHOD.
2. NO MANHOLES SHALL BE MORE THAN 14' FROM BACK OF CURB.
3. NO MANHOLE SHALL BE LOCATED IN ANY BACKYARD OR SIDE YARD. THEY MUST BE LOCATED IN
THE FRONT YARD OR FRONT LOT THAT IS FRONTING A STREET.
4. ALL JOINTS IN MANHOLES SHALL BE SEALED TO PREVENT INFILTRATION BY USING A RUBBER
'0 -RING' GASKET AND A 112' EXTRUDABLE PERFORMED GASKET BETWEEN ALL PRECAST SECTIONS.
5. ANNULAR SPACE AROUND SANITARY SEWER AT POINT OF ENTRANCE INTO THE MANHOLE SHALL
BE GROUTED COMPLETELY AROUND SANITARY SEWER, INSIDE AND OUTSIDE TO INSURE SMOOTH
TRANSITION.
6. WHEN CONNECTING A NEW SEWER INTO AN EXISTING MANHOLE, THE EXISTING MANHOLE SHALL
BE BROUGHT UP TO MEET PRESENT STANDARDS,
7. SECTION JOINTS ON PRECAST CONCRETE MANHOLES SHALL BE SEALED WITH BLACK TAR MASTIC
6- ABOVE AND 6' BELOW JOINT, ON MANHOLE EXTERIOR.
Ps ATE�OF �ff
lid
alp
REVISIONS:
3996 Clarks Creek Road
Sate #100
Plamflela( lndana 46168
(317) 837 -2767
(317) 837 -7266 (Fax)
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY IN PURSUANT TO THE
AGREEMENT WITH
MOENCH ENGAVEENNC; P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
MOENCH FJVG EER/NC PC.
ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS
ARE HEREBY SPECIFICALLY RESERVED.
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REVISIONS:
0
ISSUED FOR PERMIT
05418/05
DRAWN BY: jells
CHECKED BY: BEM
PROJECT NUMBER: 05024
DATE: 5117105
SHEET NUMBER:
cool
ISSUE SET:
PERMIT ISSUE