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Kimley -Horn
and Associates, Inc.
205 WEST WACKER DRIVE
SUITE 2125
CHICAGO, ILLINOIS
60606 -1415
CA 00000696
KHA PROJECT # 168113021
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Signature: 08 -23 -12
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Issue Date: 5/21/12
REVISION INFORMATION
1 06 -29 -2012
PLAN REVIEW COMMENTS
2 08 -17 -2012
PLAN REVIEW COMMENTS
Restaurant #: 10G0074
OLIVE GARDEN
10206 N MICHIGAN ROAD
2EEHE6L - WD
CARMEL, IN
DRAWING
GENERAL
NOTES
Cl .3
GENERAL NOTES
31. THE TRENCHES FOR PIPE INSTALLATION SHALL BE KEPT DRY AT ALL TIMES DURING PIPE PLACEMENT.
SIGNING AND PAVEMENT MARKINGS
SANITARY SEWER NOTES
WATER NOTES
APPROPRIATE FACILITIES TO MAINTAIN THE DRY TRENCH SHALL BE PROVIDED BY THE CONTRACTOR, AND
THE COST OF SUCH SHALL BE INCIDENTAL THE UNIT PRICE BID FOR THE ITEM. PLANS FOR THE SITE
DEWATERING, IF EMPLOYED, SHALL BE SUBMITT THE TO AND APPROVED BY THE ENGINEER PRIOR TO
1. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
1. ALL SANITARY SEWER PIPE TO BE PVC SDR 35.
1. WATER MAIN SHALL BE DUCTILE IRON PRESSURE CLASS 350 PER CITY OF CARMEL STANDARDS.
BE THE RESPONSIBILITY OF THE DEVELOPER. AL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT
OF THE PROPOSED RIGHT -OF -WAY.
IMPLEMENTATION. ADDI110NA COMPENSATION SHALL MADE FOR DEWATERING DURING
CONTROL DEVICES (MUTCD) AND THE INDIANA DEPARTMENT OF TRANSPORTATION (INDICT) STANDARDS.
2• ALL UNSUITABLE MATERIALS SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED
2. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE NTH PIPE MANUFACTURER'S
CONSTRUCTION UNLESS APPROVED IN WRITING BY THE OWNER.
2. SIGNS: SIGNS SHALL BE CONSTRUCTED OF 0.080 -INCH THICK FLAT ALUMINUM PANELS WITH
WITH COMPACTED CRUSHED GRAVEL OR STONE, AS PER INDOT STANDARDS.
CURRENT RECOMMENDATIONS AND AWWA SPECIFICATIONS.
2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
32. EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH IDEM REGULATIONS AND INDOT
STANDARDS FOR SOIL EROSION AND SEDIMENTATION CONTROL AND SHALL BE MAINTAINED BY THE
REFLECTORIZED LEGEND ON THE FACE. LEGEND SHALL BE IN ACCORDANCE WITH THE MUTCD.
3. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR
3. BEDDING: ALL WATERMAINS SHALL BE BEDDED ON FIRM GROUND, WITH BELLHOLES EXCAVATED
CONTRACTOR AND REMAIN IN PLACE UNTIL A SUITABLE GROWTH OF GRASS, ACCEPTABLE TO THE
3. POSTS: SIGN POSTS SHALL BE A HEAVY -DUTY STEEL "U" SHAPED CHANNEL WEIGHING 3.0 POUNDS/FOOT,
A DISTANCE OF FIVE (5) FEET ON EITHER SIDE OF SAME, AND /OR WHERE SHOWN ON THE PLANS, SHALL
SO THAT THE PIPE HAS AN EVEN BEDDING FOR ITS ENTIRE LENGTH.
3. ALL ROADWAY CONSTRUCTION SHALL CONFORM TO THE INDIANA DEPARTMENT OF TRANSPORTATION
ENGINEER, HAS DEVELOPED.
SUCH AS A TYPE B METAL POST, AS PER THE INDOT STANDARDS (OR 2 -INCH PERFORATED STEEL TUBE).
BE BACKFILLED WITH SELECT GRANULAR BACKFILL PER INDOT STANDARDS AND THOROUGHLY
( INDOT) HIGHWAY STANDARDS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATIONS
MECHANICALLY COMPACTED IN 9 -INCH THICK (LOOSE MEASUREMENT) LAYERS. JETTING WITH WATER IS
4. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED
6 FOR CONSTRUCTION IN THE CITY OF CARMEL, IN CASE OF CONFLICT, THE MORE STRINGENT CODE
33. WHEN REQUIRED, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS AND MAKE THE NECESSARY
4. SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARDS.
NOT PERMITTED.
TO TWELVE (12) INCHES OVER THE TOP OF THE PIPE BEFORE FINAL BACKFILUNG AND
SHALL TAKE PRECEDENCE.
SUBMITTALS TO THE CITY OF CARMEL. SAID PLANS SHALL INDICATE THE FINAL LOCATION AND LAYOUT OF
COMP,'•:TION.
N
0
0 4. ALL SANITARY SEWER, AND WATER MAIN CONSTRUCTION SHALL CONFORM TO THE INDIANA DEPARTMENT
ALL IMPROVEMENTS, INCLUDING VERIFICATION OF ALL CONCRETE PADS, INVERT, RIM, AND SPOT GRADE
ELEVATIONS, AND INCORPORATE ALL FIELD DESIGN CHANGES APPROVED BY THE OWNER.
5. PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS IN THE ROADWAY LIMITS, SUCH AS STOP LINES,
CENTERLINES, CROSSWALKS, AND DIRECTIONAL ARROWS, SHALL BE REFLECTORIZED THERMOPLASTIC NOT
4. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND
GRADE.
5. A MINIMUM DEPTH OF COVER OF 54" SHALL BE MAINTAINED OVER THE WATER LINES. THE
0 OF ENVIRONMENTAL MANAGEMENT (IDEM) REGULATIONS, STANDARDS FOR WATER AND SEWER MAIN
ROLLED INTO PAVEMENT OR PAINT PER INDOT STANDARDS.
MAXIMUM COVER SHALL BE EIGHT (8) FEET, EXCEPT AT SPECIAL CROSSINGS.
V) CONSTRUCTION IN INDIANA, AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR CONSTRUCTION IN THE
34. THE CONTRACTOR SHALL PHOTOGRAPH THE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF
5. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UNTIL AUTHORIZED BY THE
a CITY OF CARMEL, UNLESS OTHERWISE NOTED ON THE PLANS.
DOCUMENTING EXISTING CONDITIONS.
6. PAVEMENT MARKINGS ON BIKE PATHS, PARKING LOT STALLS, AND SIMILAR "LOW -WEAR" APPLICATIONS,
CITY OF CARMEL AND /OR IDEM.
6. INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM) AND CITY OF CARMEL
_0
C 5. STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND RECURRING SPECIAL PROVISIONS,
35. ALL TESTING SHALL BE THE RESPONSIBILITY AND EXPENSE OF THE CONTRACTOR. IF REQUESTED BY THE
SHALL BE PAINT IN ACCORDANCE WITH INDOT STANDARDS.
6. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH
WATERMAIN PROTECTION
C CONSTRUCTION PLANS, AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART OF THE
CITY OR ENGINEER, COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW
7. COLOR, WIDTH, STYLE, AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM) REQUIREMENTS, AS SPECIFIED IN THE
6.1. HORIZONTAL SEPARATION
$ CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE
AND APPROVAL.
LOCAL CODE.
STANDARDS FOR WATER AND SEWER CONSTRUCTION IN INDIANA.
= SPECIFICALLY NOTED, BUT ARE CONSIDERED A PART OF THIS CONTRACT.
6.1.1. WATERMAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY
I
>,
RE THAT ALL ITEMS REQUIRED FOR
36. ITS HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE Q
8. THERMOPLASTIC MARKINGS EIS 55 DEGREES
NGS SHALL BE INSTALLED WHEN THE PAVEMENT TEMPERATURE
LINE, EXCEPT UNDER SPECIAL
TER NE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER L
7. NO WA U ED
R SANITARY SEWS
OSED DRAIN STORM SEWS R OR SEWER SERVICES
EXISTING OR PROP , ,
� 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR
E
CONSTRUCTION OF THE PROJECT, AS SHOWN ON THE PLANS, ARE INCLUDED IN THE CONTRACT. ANY ITEM
FAHRENHEIT AND RISING. PAINT MARKINGS MAY BE INSTALLED WHEN THE AIR TEMPERATURE IS 50
CIRCUMSTANCES AND THEN ONLY UNDER THE FOLLOWING RULES:
CONNECTION.
FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE
Y MAINTENANCE AND PRESERVATION OF THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE
NOT SPECIFICALLY INCLUDED IN THE CONTRACT, BUT SHOWN ON THE PLANS, SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN THE
DEGREES FAHRENHEIT AND RISING.
A. IF NECESSARY PERMISSION SHALL BE OBTAINED FROM THE CITY OF CARMEL AND /OR IDEM IN WRITING
6.1.2. WATERMAINS MAY BE LAID CLOSER THAN TEN (10) FEET TO A SEWER LINE WHEN:
2 LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE PLAN. THE CONTRACTOR SHALL CALL INDIANA
EVENT OF A DISCREPANCY WITH THE PLANS AND QUANTITIES.
PRIOR TO BEGINNING CONSTRUCTION.
811 (1- 800 - 382 -5544) AND THE CITY OF CARMEL FOR UTILITY LOCATIONS.
6.1.2.1. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN (10) FEET;
•
37. TRENCH BACKFILL WILL BE REQUIRED TO THE FULL DEPTH ABOVE SEWERS AND WATERMAIN WITHIN FIVE
EARTHWORK NOTES
B. THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18 INCHES ABOVE THE
0 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY
(5) FEET OF PROPOSED OR EXISTING PAVEMENT.
TOP OF THE SEWER AND 18 INCHES HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER.
6.1.2.2. THE WATERMAIN INVERT IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE CROWN OF
= RELOCATION WORK PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE
THE SEWER; AND
0 APPROPRIATE MEASURES TO ENSURE THAT CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH
38. THE PAVEMENT SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES. IT MAY BE NECESSARY TO
1. GENERAL
7. MANHOLES: SANITARY SEWER MANHOLES SHALL BE 4 -FOOT, 0 -INCH I.D., OR AS NOTED ON THE PLANS,
0 UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE SHOULD REFLECT CONSTRUCTION
KEEP A SWEEPER ON -SITE AT ALL 11MES.
PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D -478, WITH PREFORMED BITUMINOUS OR "0" RING
6.1.2.3. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON
SEQUENCING THAT COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONTRACTOR SHALL BE
1.1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS
JOINTS, IN ACCORDANCE WITH CITY OF CARMEL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED
AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.
3 REQUIRED TO ADJUST THE ORDER OF ITS REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS
39. CONSTRUC110N MATERIALS AND /OR EQUIPMENT MAY NOT BE STORED IN THE RIGHT -OF -WAY, AS
AT THE SITE.
TO LINE UP WITH THE MANHOLE STEPS. ALL MANHOLE STEPS SHALL BE 16 -INCH O.C., SIMILAR TO
0 DIRECTED BY THE OWNER. THE OWNER AND ENGINEER SHALL BE NOTIFIED IN WRITING BY THE
DIRECTED BY THE OWNER.
NEENAH R -1980.
6.1.3. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED WITH PIPE
CONTRACTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY OPERATION REQUIRING COOPERATION
1.2. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN
EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN IT IS IMPOSSIBLE TO
a WITH OTHERS. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REGARD TO UTILITIES THEY OWN AND
40. ALL DISTURBED AREAS OF THE RIGHT -OF -WAY SHALL BE FULLY RESTORED TO PRE - CONSTRUCTION
DETERMINING THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
B. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER -TIGHT SLEEVES.
MEET (1) OR (2) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE - TESTED TO THE
0 OPERATE WITHIN THE LIMITS FOR THIS PROJECT. KNOWN DATA FROM THESE AGENCIES HAS BEEN
CONDITIONS WITH A MINIMUM OF SIX (6) INCHES OF TOPSOIL, SEEDING, AND MULCH AS PER INDICT
DETERMINE ALL MATERIAL QUANTITIES AND APPRISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT
THE BOTTOM OF THE MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS.
MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING.
c INCORPORATED INTO THE PLANS. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR
STANDARDS.
PRICE SUBMITTED BY THE CONTRACTOR SHALL BE CONSIDERED AS LUMP SUM FOR THE COMPLETE
ESTABLISH THE EXISTING OF ALL UTILITY FACILITIES AND THEIR EXACT LOCATIONS, WHETHER CONTAINED
PROJECT. NO CLAIMS FOR EXTRA WORK WILL BE RECOGNIZED.
9. FRAMES AND LIDS: ALL SANITARY SEWER MANHOLE FRAMES AND LIDS IN PAVEMENT SHALL BE PER
6.2. VERTICAL SEPARATION
PAVING NOTES
Ui IN THE DATA SUBMITTED BY THESE AGENCIES OR NOT, AND TO SAFELY SCHEDULE ALL UTILITY
LOCAL CODE, UNLESS OTHERWISE NOTED ON THE PLANS. THE LIDS SHALL HAVE RECESSED (CONCEALED)
"0"
RELOCATIONS. FOR ADDITIONAL INFORMATION, THE AGENCIES LISTED ON THE TITLE SHEET MAY BE
1.3. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE
PICK HOLE AND BE SELF - SEALING WITH AN RING GASKET. THE LIDS SHALL HAVE THE WORD
6.2.1. ALL SERVICE PIPES SHALL BE BURIED AT LEAST FIVE (5) FEET DEEP IN THE GROUND.
•2 CONTACTED.
FINISHED GRADE AND SUBGRADE ELEVATIONS (AS NOTED) AND THAT PAVEMENT THICKNESS, TOPSOIL,
"SANITARY" EMBOSSED ON THE SURFACE. THE JOINTS BETWEEN THE FRAME AND CONCRETE SECTION
1. GENERAL
0
ETC., MUST BE ACCOUNTED FOR.
SHALL BE SEALED WITH A BUM ROPE.
6.2.2. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS EIGHTEEN (18) INCHES ABOVE
a 8. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR
THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS,
N.
CONSTRUCTION" PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL
COMPACTION; PLACEMENT OF
PING PREPARATION AND CO
1.1. PAVING WORK INCLUDE S FINAL SUBGRADE SHAPING,
1.4. THE CONTRACTOR SHALL MAINTAIN P I RAINAGE DURING CONSTRUCTION AND PREVENT
OS TIVE D
CONCRETE-ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME
10. A MAXIMUM OF TWELVE (12) INCHES OF CONCRE
SERVICE CONNECTIONS. THE VERTICAL
Y SEWERS OR SEWER SE SEPARAl10N SHALL
SANITARY
C DIMENSIONS AND CONDITIONS AFFECTING THE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN
SUBBASE OR BASE COURSE MATERIALS; BITUMINOUS BINDER AND /OR SURFACE COURSES; FORMING,
STORMWATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. THE FAILURE TO PROVIDE
ELEVATIONS. RINGS SHALL BE SEALED TOGETHER WITH BUM ROPE.
BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN (10) FEET
0 ADDITION, THE CONTRACTOR MUST VERIFY THE SURVEYOR'S LINE AND GRADE STAKES. IF THERE ARE
FINISHING, AND CURING CONCRETE PAVEMENT, CURBS, AND WALKS; AND FINAL CLEAN -UP AND ALL
PROPER DRAINAGE WILL NEGATE ANY POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR
HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE
E ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE MUST IMMEDIATELY
RELATED WORK.
UNSUITABLE MATERIALS CREATED AS A RESULT THEREOF. FINAL GRADES SHALL BE PROTECTED
11. DROP MANHOLE ASSEMBLIES: DROP MANHOLE ASSEMBLIES SHALL BE PROVIDED AT THE JUNCTION OF
SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM
0 REPORT THEM TO THE SURVEYOR OR ENGINEER BEFORE DOING ANY WORK. OTHERWISE, THE
AGAINST DAMAGE FROM EROSION, SEDIMENTATION, AND TRAFFIC.
SANITARY SEWERS WHERE THE DIFFERENCE IN INVERT GRADES EXCEEDS TWO (2) FEET, OR AS SHOWN ON
THE SEWER OR DRAIN.
CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE
1.2. COMPACTION REQUIREMENTS [REFERENCE ASTM D -1557 (MODIFIED PROCTOR)]: SUBGRADE = 93%;
THE PLANS. THE ENTIRE DROP ASSEMBLY SHALL BE CAST IN CONCRETE MONOLITHICALLY WITH THE
00) CONSTRUCTION PLANS, SPECIFICATIONS, AND /OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE
SUBBASE = 93%; AGGREGATE BASE COURSE = 9574 BITUMINOUS COURSES = 95% OF MAXIMUM
1.5. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED AND APPROVED PRIOR TO
MANHOLE BARREL SECTION.
6.2.3. BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO
E WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK
DENSITY, PER INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) HIGHWAY STANDARDS.
IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING
WATERMAIN STANDARDS OF CONSTRUCTION WHEN:
Y AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR
CONSTRUCTION.
12. CLEANING: ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL
T WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY
1.3. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING WARNING
VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE.
6.2.3.1. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, AS DESCRIBED IN
-0 DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS
DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH
1.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SOIL EROSION AND
(1) ABOVE; OR
C OR SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE.
DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL
SEDIMENTATION CONTROL MEASURES. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES
13. TESTING: DEFLECTION, AIR, AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE
.�
DEVICES (MUTCD), LATEST EDITION, AND IN ACCORDANCE WITH THE CITY OF CARMEL CODE.
AND THE PLACEMENT OF SILT AND FILTER FENCING, ETC., TO PROTECT ADJACENT PROPERTY,
TESTING LIMITS SHALL BE IN ACCORDANCE WITH THE STANDRADS FOR SEWER AND WATER MAIN
6.2.3.2. THE WATERMAIN PASSES UNDER A SEWER OR DRAIN.
a 9. NOTIFICATION OF COMMENCING CONSTRUCTION:
WETLANDS, ETC., SHALL OCCUR BEFORE GRADING BEGINS.
CONSTRUC110N IN INDIANA.
0
2. SUBGRADE PREPARATION
6.2.4. A VERTICAL SEPARATION OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE
9.1. THE CONTRACTOR SHALL NOTIFY AFFECTED GOVERNMENTAL AGENCIES IN WRITING AT LEAST THREE
1.7. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A CONSTRUCTION
14. TESTING THE ALIGNMENT /STRAIGHTNESS SHALL BE IN ACCORDANCE WITH CITY OF CARMEL CODE AND /OR
SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A
-0 FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR
2.1. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR
FENCE AROUND ANY TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE
IDEM.
WATERMAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO
C SHALL NOTIFY, AS NECESSARY, ALL TESTING AGENCIES, THE CITY OF CARMEL, AND THE OWNER
MINUS, OF PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS
CENTERED AROUND THE TREE, THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE
PREVENT SETTLING AND BREAKING THE WATERMAIN.
c SUFFICIENTLY IN ADVANCE OF CONSTRUCTION.
BEEN PROPERLY PREPARED AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED
(EXTENT OF FURTHEST EXTENDING BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING
15. TELEVISING: IF REQUIRED, ALL SANITARY SEWERS SHALL BE TELEVISED, AND A COPY OF THE TAPE AND
WITHIN TOLERANCES ALLOWED IN THESE SPECIFICATIONS, UNLESS THE CONTRACTOR ADVISES THE
GRADE WITHIN THE FENCED AREA SHALL NOT BE DISTURBED.
A WRITTEN REPORT SHALL BE SUBMITTED AND REVIEWED BY THE CITY OF CARMEL BEFORE FINAL
7. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE
N WHICH 9.2. FAILURE OF THE CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME RESULTS IN THE
ENGINEER IN WRITING PRIOR TO FINE GRADING FOR BASE COURSE CONSTRUCTION. IT IS UNDERSTOOD
ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION AS WELL AS A DESCRIPTION OF ALL DEFECTS,
FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN (10) FEET.
o TESTING COMPANIES TO BE UNABLE TO VISIT THE SITE AND PERFORM TESTING WILL CAUSE THE
THAT HE HAS APPROVED AND ACCEPTS THE RESPONSIBILITY FOR THE SUBGRADE.
2. TOPSOIL EXCAVATION INCLUDES:
WATER LEVEL, LEAKS, AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH VERBALLY AND ON- SCREEN
L CONTRACTOR TO SUSPEND THE OPERATION TO BE TESTED UNTIL THE TESTING AGENCY CAN
USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE SAME AS
8. ALL WATERMAINS SHALL BE PRESSURE - TESTED FOR A MIN. OF 2 HOURS AT 150 PSI, FLUSHED,
SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK SHALL BE BORNE BY THE
2.2. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF- ROLLED AND
2.1. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS
THE VIDEOTAPES.
AND DISINFECTED IN ACCORDANCE WITH AWWA AND CITY OF CARMEL SPECIFICATIONS. EACH
0 CONTRACTOR.
INSPECTED FOR UNSUITABLE MATERIALS AND /OR EXCESSIVE MOVEMENT. IF UNSUITABLE SUBGRADE IS
THAT WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING VEGETATION
VALVE SECTION SHALL BE PRESSURE - TESTED FOR A MINIMUM OF ONE (1) HOUR. ALLOWABLE
a
ENCOUNTERED, IT SHALL BE CORRECTED. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING
SHALL BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS.
16. TEST RESULTS: IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS
LEAKAGE IS TO BE ONLY THAT WHICH IS PREDETERMINED BY THE CITY OF CARMEL. AT NO TIME
10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL EMERGENCY TRAFFIC, AS
METHODS:
SPECIFIED, THE CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND REPAIR, OR
IS THERE TO BE ANY VISIBLE LEAKAGE FROM THE MAIN.
3 DIRECTED BY THE CITY.
2.2. PLACEMENT OF EXCAVATED MATERIAL IN OWNER- DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS
REPLACE ALL MATERIALS AND WORKMANSHIP, AS MAY BE NECESSARY TO COMPLY WITH THE TEST
2.2.1. SCARIFY, DISC, AND AERATE.
TO BE LANDSCAPED AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL. PROVIDE
REQUIREMENTS.
9. ADDITIONAL CITY OF CARMEL WATER MAIN NOTES CAN BE FOUND ON SHEET C5.1.
0 11. ALL PROPOSED GRADES SHOWN ON PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS NOTED
NECESSARY EROSION CONTROL MEASURES FOR STOCKPILE.
OTHERWISE.
2.2.2. REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL
17. CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED
10. IF CONFLICT ARISES BETWEEN CITY STANDARDS AND PUBLISHED WATER NOTES, THE MORE
.3
2.3. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE
BY AN INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE
STRINGENT SHALL APPLY.
12. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED.
2.2.3. REMOVE AND REPLACE WITH GRANULAR MATERIAL.
TRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE
CONDUCTED IN ACCORDANCE WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES OF
-
E ANY STAKES DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET
USED IN NON- STRUCTURAL FILL AREAS OR DISPOSED OF OFF -SITE.
PLASTIC PIPE BY PARALLEL PLATE LOADING." ASTM STANDARDS D -2412 OR D -2241, AS APPROPRIATE
BY THE SURVEYOR AT THE CONTRACTOR'S EXPENSE.
2.2.4. USE OF GEOTEXTILE FABRIC.
FOR THE PIPE, TO BE USED. TESTS SHALL ALSO BE CONDUCTED TO DEMONSTRATE JOINT PERFORMANCE
EROSION CONTROL NOTES
U
2.4. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING SIX (6) INCHES OF TOPSOIL DIRECTLY
AT FIVE (5) PERCENT MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT.
1. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF
0 13. ALL FRAMES AND LIDS FOR STORM AND SANITARY SEWERS, VALVE VAULT COVERS, FIRE HYDRANTS,
MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE ONE- QUARTER (1/4) INCH TO ONE -HALF
OVER AREAS TO BE LANDSCAPED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER.
N AND B -BOXES ARE TO BE ADJUSTED TO MEET FINISHED GRADE. THIS ADJUSTMENT IS TO BE MADE BY
(1/2) INCH IF NO DEFLECTION OCCURS OVER THE MAJORITY OF THE AREA.
(/)
18. RECORD DRAWINGS: AFTER FINAL INSPECTION AND APPROVAL BY THE CITY, THE CONTRACTOR SHALL
DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY,
THE SEWER AND WATER CONTRACTOR, AND THE COST IS TO BE CONSIDERED INCIDENTAL THESE
2.5. MODERATE COMPACTION IS REQUIRED IN NON- STRUCTURAL FILL AREAS.
PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S), INCLUDING SERVICE STUB LOCATIONS, TO
CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THE
ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL
2.3. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE
THE ENGINEER, WHO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE PUBLIC AGENCIES.
PAVEMENT REPLACEMENT.
a ADJUSTMENTS AS REQUIRED BY THE CITY UPON FINAL INSPECTION OF THE PROJECT. FINAL GRADES
MATERIAL, THE PAVEMENT AREA SHALL BE FINE - GRADED TO WITHIN 0.04 FEET (1/2 INCH) OF FINAL
3. EARTH EXCAVATION INCLUDES:
IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST
0 MAY BE DETERMINED BY THE CITY AND MAY VARY FROM PLAN GRADE.
SUBGRADE ELEVATION, TO A POINT TWO (2) FEET BEYOND THE BACK OF THE CURB, SO AS TO
MANHOLES AND /OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES.
2, REFERENCE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL CONDITIONS.
c
ENSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS FOR EXCESS QUANTITY OF
3.1. EXCAVATION OF SUBSURFACE MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL THE
14. ANY EXISTING SIGNS, LIGHT STANDARDS, AND UTILITY POLES THAT INTERFERE WITH CONSTRUCTION
BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED.
EXCAVATION SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET OF THE PLAN SUBGRADE ELEVATIONS
19. ADDITIONAL CLAY TOWNSHIP SANITARY NOTES FOUND ON SHEET C5.1
3. STORMWATER FROM THE ROOF WILL COLLECT IN PROPOSED ROOF DRAINS WHICH ARE
I OPERATIONS AND ARE NOT NOTED ON THE PLANS FOR DISPOSAL SHALL BE REMOVED AND RESET BY
WHILE MAINTAINING PROPER DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH
CONNECTED TO THE ONSITE STORM CONVEYANCE SYSTEM. SITE RUNOFF WALL SHEET FLOW
a THE CONTRACTOR AT HIS OWN EXPENSE, AS DIRECTED BY THE ENGINEER. ANY DAMAGE TO THESE
2.4. PRIOR TO PLACEMENT OF THE BASE COURSE, THE SUBGRADE SHALL BE APPROVED BY THE TESTING
THAT THE EARTH MATERIALS SHALL "BALANCE" DURING THE FINE GRADING OPERATION.
20. MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL AND INDIANA DEM CODE.
INTO CATCH BASINS ON THE SITE AND TRAVEL THROUGH THE ONSITE STORM CONVEYANCE
o ITEMS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS HIS OWN EXPENSE TO THE
ENGINEER.
WHEN CONFLICTS ARISE BETWEEN CITY AND STATE CODE, GENERAL NOTES AND GMRI SPECS, THE MORE
SYSTEM WHICH FLOWS TO THE PROPOSED STORM WATER MANAGEMENT SYSTEM.
a SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED TO BE RESET SHALL BE DELIVERED TO THE
3.2. PLACEMENT OF SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL FILL IN
STRINGENT SHALL TAKE PRECEDENCE.
E RESPECTIVE OWNERS.
3. CONCRETE WORK
ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF 0.1 FEET. THE FILL
4. DISTURBED PORTIONS OF SITE MUST BE STABILIZED. STABILIZATION PRACTICES MUST BE
MATERIALS SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8) INCHES IN
INITIATED WITHIN 14 DAYS IN PORTIONS OF THE SITE WHERE CONSTRUCTION HAS BEEN EITHER
C 15. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB
3.1. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE CLASS S1 OR PV WITH AIR
THICKNESS, AND THE WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REQUIRED
STORM SEWER NOTES
TEMPORARILY OR PERMANENTLY CEASED, UNLESS EXCEPTED WITHIN THE NPDES PERMIT.
AND GUTTER, CULVERTS, ETC., SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR AT THE
ENTRAINMENT OF NOT LESS THAN FIVE (5%) OR MORE THAN EIGHT (8 %) PERCENT. CONCRETE SHALL
COMPACTION.
CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF
1. STORM SEWER PIPE: ALL STORM SEWER PIPE SHALL BE RCP. UNLESS OTHERWISE NOTED ON
0 CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS REQUIRED FOR
BE A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 4,000 PSI COMPRESSIVE
STABILiZAl10N OF PERMANENT DRAINAGE FACILITIES.
0 SUCH DISPOSAL
STRENGTH OF FOURTEEN (28) DAYS. ALL CONCRETE SHALL BE BROOM - FINISHED PERPENDICULAR TO
3.3. STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REQUIRING
THE PLANS, IN ACCORDANCE NTH THE FOLLOWING:
THE DIRECTION OF TRAVEL.
STRUCTURAL FILL, WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS
5. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP /SITE MAP TO INCLUDE BMP'S FOR
re 16. ANY FIELD TILES ENCOUNTERED SHALL BE INSPECTED BY THE ENGINEER. THE DRAIN TILE SHALL BE
REQUIRING STRUCTURAL FILL, HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR
PLAN CODE MATERIAL
ANY OFF -SITE MATERIAL WASTE, BORROW OR EQUIPMENT STORAGE AREAS.
CONNECTED TO THE STORM SEWER SYSTEM AND A RECORD KEPT BY THE CONTRACTOR OF THE
3.2. CONCRETE CURB AND /OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE
OTTER UNSUITABLE MATERIALS UNLESS SPECIFICALLY DIRECTED BY A SOILS ENGINEER WITH THE
RCP REINFORCED CONCRETE PIPE (ASTM C -76) CLASS III
Q LOCATIONS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF
PLANS. THE CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE
CONCURRENCE OF THE OWNER.
PVC SDR -35, ASTM D -3034
6. CONTRACTOR SHALL INSPECT DISTURBED AREAS, MATERIAL STORAGE AREAS EXPOSED TO
THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL COMPENSATION
PAVEMENT CROSS SECTION TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE
REFER TO PLANS FOR PIPE SIZES.
PRECIPITATION, STRUCTURAL CONTROL MEASURES, AND VEHICLE ENTRY AND EXIT AREAS AT
fl-
SHALL BE ALLOWED.
COURSE THICKNESS BENEATH THE CURB AND GUTTER. SAWED OR FORMED CONTRACTION JOINTS
3.4. COMPACTION OF SUITABLE MATERIALS SHALL BE TO AT LEAST 93% OF THE MODIFIED PROCTOR DRY
LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF 0.25
a
SHALL BE PROVIDED AT NO GREATER THAN TEN TO TWENTY -FIVE FOOT INTERVALS BETWEEN
DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95%
2. BAND OR SIMILAR COUPLING SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR
INCHES OR GREATER.
m 17. BEFORE ACCEPTANCE, ALL WORK SHALL BE INSPECTED BY THE CITY OF CARMEL, AS NECESSARY.
EXPANSION JOINTS. NO HONEY- COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED.
OF THE MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS.
(SEAL
MATERIALS.
0
3
•- 18. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC
3.3. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC WALKS INTERSECT CURB LINES AND
4. UNSUITABLE MATERIAL: UNSUITABLE MATERIALS SHALL BE CONSIDERED MATERIAL THAT IS NOT SUITABLE
3. ALL FOOTING DRAIN DISCHARGE PIPES AND DOWN SPOUTS SHALL DISCHARGE TO THE STORM
7. CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION IMPLEMENTATION, MAINTENANCE, AND
EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE
RIGHT -OF -WAYS ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR
OTHER LOCATIONS, AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY.
FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL
SEWER SYSTEM.
SUGGESTED CONTROLS ONLY.
SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THESE UTILITY LINES AND THEIR
TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE ELEVATION. THE DECISION TO REMOVE SAID MATERIAL
3 PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY
3.4. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF
AND TO WHAT EXTENT SHALL BE MADE BY THE ENGINEER WITH THE CONCURRENCE OF THE OWNER.
4. CONSTRUCTION: ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO
8. CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL
NATURE ARE ENCOUNTERED WHICH CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE
THE BASE COURSE.
MAINTAIN LINE AND GRADE.
DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT)
° CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.
5. MISCELLANEOUS. THE CONTRACTOR SHALL'
DIRECTLY ON THE SITE MAP.
3.5. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE SCORED
5. COVER: THE CONTRACTOR SHALL MAINTAIN AT LEAST TWO (2) FEET OF COVER OVER THE TOP
a 19. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS, AND
JOINTS AT 5 -FOOT INTERVALS AND 1/2 -INCH PRE - MOLDED FIBER EXPANSION JOINTS AT 20 -FOOT
5.1. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER
OF SHALLOW PIPES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND
9. DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTING CONTOURS,
0 OBSERVATIONS TO DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK.
INTERVALS AND ADJACENT TO CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, AND OTHER
COMPLETION OF THE UNDERGROUND IMPROVEMENTS.
OVER ANY PIPES THAT HAVE LESS THAN TWO (2) FEET OF COVER DURING CONSTRUCTION
FLOW ARROWS, AND SLOPES.
-0
a 20. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB PER OSHA REGULATIONS.
STRUCTURES.
5.2. SCARIFY, DISC, AERATE, AND COMPACT, TO THE DEGREE SPECIFIED, THE UPPER TWELVE (12) INCHES
UNTIL THE AREA IS FINAL GRADED OR PAVED.
10. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT
0
0 21. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING, WARNING
3.6. CONCRETE DRIVEWAY APRONS SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE
6 -INCH BY 6 -INCH NO. 6 WELDED WIRE MESH IN ALL DRIVEWAYS. PROVIDE 1/2 -INCH PRE - MOLDED
OF THE SUITABLE SUBGRADE MATERIAL IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE
CONTENT. THIS APPLIES TO CUT AREAS AS WELL AS FILL AREAS.
6. STRUCTURES: MANHOLE, CATCH BASIN, AND INLET BOTTOMS SHALL BE PRECAST CONCRETE
SECTIONAL UNITS OR MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE FOUR
THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE,
PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING
2- DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH
FIBER EXPANSION JOINT ADJACENT TO CURBS AND CONCRETE SIDEWALKS. PROVIDE SAWED OR
FEET IN DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS. STRUCTURE JOINTS
ACTIVITIES. OTHER SHALL INSTALLED AS SOON AS PRACTICABLE AND SHALL BE
3 DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL
a
FORMED CONTRAC110NS JOINT AT MID -POINT AND 15 -FOOT MAXIMUM
5.3. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE
SHALL BE SEALED WITH "O" RING OR BUM ROPE. A MAXIMUM OF TWELVE (12) INCHES OF
SHALL
FINAL B
MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO
0 DEVICES FOR STREET AND HIGHWAYS, LATEST EDITION, AND IN ACCORDANCE WITH CITY OF CARMEL
PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION.
ADJUSTING RINGS SHALL BE USED.
REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY
trz ORDINANCES.
3.7. STANDARD REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE
LANDSCAPING, THE BUILDING(S), AND SITE PAVING.
PLANS. SAWED OR FORMED CONTRAC110N EXPANSION JOINTS SHALL BE AS SHOWN ON THE PLANS.
5.4. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE
7• A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL
°- 22. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS,
TRASH, OIL AND GREASE RESIDUE, MACHINERY, TOOLS, AND OTHER MISCELLANEOUS ITEMS WHICH WERE
3.8. CONCRETE CURING AND PROTECTION SHALL BE PER INDOT STANDARDS. TWO (2) COATS OF INDICT
BASE COURSE MATERIAL.
INLETS AND MANHOLES.
11. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY
0
-C NOT PRESENT PRIOR TO PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE
APPROVED CURING AGENT SHALL BE APPLIED TO ALL EXPOSED CONCRETE SURFACES.
6. TESTING AND FINAL ACCEPTANCE
8. THE FRAME , GATE, AND /OR CLOSED LID SHALL BE CAST IRON OF THE STYLE SHOWN ON THE
ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE:
SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING
CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE
PLANS.
SEDIMENT FROM SITE RUN -OFF.
° HAULING AND DISPOSAL REQUIRED FOR CLEANUP, AS DIRECTED BY THE ENGINEER OR OWNER. BURNING
3.9. THE COST OF AGGREGATE BASE OR SUBBASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE
6.1. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM A FULLY LOADED SIX -WHEEL TANDEM AXLE TRUCK
ON THE SITE IS NOT PERMITTED.
C
COST OF THE RESPECTIVE CONCRETE ITEM.
FOR PROOF ROLLI NG THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER
AND THE BASE MATERIAL. THIS SHALL BE WITNESSED BY THE ENGINEER AND THE OWNER. SEE PAVING
9• UNLESS OTHERWISE SPECIFIED OR REQUIRED BY THE CITY, MANHOLE LIDS SHALL BE MACHINE
"STORM"
12. SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A
PAVEMENT
SPECIFICATION.)
SURFACED, NON- ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD CAST
MUNICIPAL SEWER SYSTEM.
-0 23. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE CITY OF CARMEL.
4. FLEXIBLE
ON THE LID. THE JOINTS BETWEEN THE CONCRETE SECTION ADJUSTING RINGS AND FRAME
0 APPROVAL TO PROCEED MUST BE OBTAINED FROM THE CITY OF CARMEL PRIOR TO INSTALLING
SHALL BE SEALED WITH A MASTIC COMPOUND.
C PAVEMENT BASE, BINDER, AND SURFACE, AND PRIOR TO POURING ANY CONCRETE AFTER FORMS HAVE
4.1. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, AND DRIVE AISLES SHALL BE
6.2. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND
BEEN SET, AS NECESSARY.
AS DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS
REPLACED WITH SUITABLE MATERIAL OR OTHERWISE CORRECTED AND APPROVED BY THE ENGINEER.
10. CLEANING: THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL
-
SHALL CONSIST OF AGGREGATE BASE COURSE, TYPE B, BITUMINOUS CONCRETE BINDER COURSE,
INSPEC11ON AND TESTING.
T 24. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT, AND PARKWAYS
SUPERPAVE, IL -19, N50; AND BITUMINOUS CONCRETE SURFACE COURSE, SUPERPAVE, MIXC N50, OF
ai DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE
THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE
11. THE STORM SEWER SHALL BE TELEVISED IF REQUIRED BY THE CITY OF CARMEL.
ORIGINAL CONDITION. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS A PAY
CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS.
a ITEM IS LISTED ON THE BID LIST.
12 . MANHOLES, CATCH BASINS, INLETS, FRAMES, GRATES, AND OTHER STRUCTURES SHALL BE
0
4.2. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE IS
NTH THE ORDINANCES AND
CONSTRUCTED OF TYPE, STYLE, AND SIZE AS SET FORTH WI
0 25. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL
LAID. THE AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5
STANDARDS OF 1H E CITY.
DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS.
GALLONS PER SQUARE YARD PRIOR TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHA LL
e
BE INDOT APPROVED.
13. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL CODE. WHEN
E 26. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL
CONFLICTS ARISE BETWEEN CITY CODE, GENERAL NOTES AND GMRI SPECS, THE MORE
2 BE PROTECTED, AS PER CITY OF CARMEL STANDARDS.
4.3. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED AND
STRINGENT SHALL TAKE PRECEDENCE.
U)
TACK - COATED IF DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE, OR CURB SHALL BE
` 27. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN APPROVED LANDSCAPE
REPAIRED TO THE SATISFACTION OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE
C ARCHITECT, FORESTER, OR ARBORIST AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT
CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT AND STAFF NECESSARY, INCLUDING THE USE OF
11,1111 IIIIIIIIIIIIIII11111111
TO INTERFERE WITH CONSTRUCTION. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS
POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE THE PAVEMENT FOR APPLICATION OF THE
IIIIIIIIIWIIIIIIIIIIIIIIII� 11,11,
0 WORK SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. ALL CUTS OVER
SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE BINDER COURSE AT A
1111,111
, ONE (1) INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE PAINT.
RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS PER INDOT
Z
STANDARDS.
WARNING: CONTRACTOR TO
I
28. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND
PIPE SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE
4.4. SEAMS IN BAM, BINDER, AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6 INCHES.
VERIFY PRESENCE AND EXACT
-C
a; STRUCTURE. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE MERGED INTO THE
CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL FOOT FOR
4.5. FOR NEW STREETS, THE CONTRACTOR SHALL PERMIT THE BITUMINOUS CONCRETE BINDER COURSE TO
LOCATION OF ALL UTILITIES
a
STORM SEWERS, WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL, AND
WEATHER ONE (1) COMPLETE WINTER SEASON PRIOR TO THE INSTALLATION OF THE BITUMINOUS
a
a DISPOSAL OF DEBRIS AND DIRT. DRAINAGE STRUCTURES AND STORM SEWERS CONSTRUCTED AS PART
CONCRETE SURFACE COURSE, UNLESS OTHERWISE SPECIFIED BY THE CITY OF CARMEL.
PRIOR TO CONSTRUCTION.
OF THIS PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO EXTRA PAYMENT
U) WILL BE MADE FOR CLEANING STRUCTURES OR STORM SEWERS CONSTRUCTED AS PART OF THIS
5. TESTING AND FINAL ACCEPTANCE.
V) PROJECT.
5.1. THE CONTRACTOR SHALL FOLLOW THE QUALI TY CONTROL TESTING PROGRAM FOR CONCRETE AND
a 29. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ONTO THE ROAD SUBGRADES. WHENEVER POSSIBLE,
PAVEMENT MATERIALS ESTABLISHED BY THE ENGINEER.
Cm HOSES SHALL BE USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM, IF
0 AVAILABLE. DAMAGE TO THE ROAD SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION
5.2. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN
AND /OR EROSION FROM HYDRANT FLUSHING, OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM,
REQUIRED BY THE CITY OF CARMEL, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE
Q) WILL BE REPAIRED BY THE CONTRACTOR FLUSHING OR USING THE HYDRANT AT HIS OWN EXPENSE.
DRILL WHERE DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION.
C LEAKS IN THE WATER DISTRIBUTION SYSTEM SHALL BE THE RESPONSIBILITY OF THE WATER MAIN
° CONTRACTOR AND SHALL BE REPAIRED AT HIS EXPENSE.
5.3. WHEN REQUIRED BY THE CITY OF CARMEL, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL
DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED IN ORDER
0
30. AF1ER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION
TO CONFIRM THE PLAN THICKNESS. DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE
CONTROL AT LOCATIONS INDICATED BY THE ENGINEER. THE PURPOSE OF THE EROSION CONTROL WALL
METHOD REQUIRED BY INDOT STANDARDS.
GEOTECHNICAL REPORT
•3 BE TO MINIMIZE THE AMOUNT OF SILTATION THAT NORMALLY WOULD ENTER THE STORM SEWER SYSTEM
FROM ADJACENT AND /OR UPSTREAM DRAINAGE AREAS.
5.4. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND
JOB NO. 0016-556
0
CHECKING REQUIREMENTS CITED ABOVE.
PSI, INC.
4) 31. IF SOFT, SPONGY, OR OTHER UNSUITABLE SOILS WITH UNCONFINED COMPRESSIVE STRENGTH LESS THAN
0 0.5 TSF ARE ENCOUNTERED AT THE BOTTOM OF THE TRENCH, ALL SUCH MATERIAL SHALL BE REMOVED
6. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL CODE. WHEN CONFLICTS
APRIL 16, 2012
AND REPLACED WITH WELL - COMPACTED, CRUSHED LIMESTONE BEDDING MATERIAL IF ROCK IS
ARISE BETWEEN CITY CODE, GENERAL NOTES AND GMRI SPECS, THE MORE STRINGENT SHALL TAKE
ENCOUNTERED, IT SHALL BE REMOVED TO AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE
PRECEDENCE.
a TO ALLOW PROPER THICKNESS OF BEDDING. ANY UNDERCUTS OF TWO (2) FEET OR LESS SHALL BE
E CONSIDERED INCIDENTAL TO THE CONTRACT. DEPTHS GREATER THAN TWO (2) FEET SHALL BE
Z) SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO PROCEEDING.
c2mpl
Kimley -Horn
and Associates, Inc.
205 WEST WACKER DRIVE
SUITE 2125
CHICAGO, ILLINOIS
60606 -1415
CA 00000696
KHA PROJECT # 168113021
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Signature: 08 -23 -12
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Issue Date: 5/21/12
REVISION INFORMATION
1 06 -29 -2012
PLAN REVIEW COMMENTS
2 08 -17 -2012
PLAN REVIEW COMMENTS
Restaurant #: 10G0074
OLIVE GARDEN
10206 N MICHIGAN ROAD
2EEHE6L - WD
CARMEL, IN
DRAWING
GENERAL
NOTES
Cl .3