HomeMy WebLinkAbout17080193.3GENERAL NOTES
1. ALL WORK TO CONFORM TO FEDERAL. STATE AND LOCAL REGULATION&
2 CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION
TRAFFIC AT ALL TIMES
3. THECONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL FONTS DURING DEIMOUTION
AND CONSTRUCTION.
4. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY
VARIATION EXISTS
5. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOUTION AND
CONSTRUCTION OPERATIONS
& THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START GE CONSTRUCTION. THE
CONTRACTOR SHAT BE RESPONSBLE FOR ALL FIELD DIME190NS E ANY MC EPARM ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
EXISTING TOPOGRAPHY NOTES
1. EXISTING TOPOGRAPHY IS PROVIDED BY: AMERICAN STRUCTUREPOINT, INC
PROJECT Na: 206.00348
DATED: FEBRUARY 6, 207
DEMOLITION NOTES
1. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION.
2. PROTECT TREES TO REMAIN DURING CONSTRUCTION.
3. PLANT MATERIALS TO REMAIN, TO BE PROTECTED BY TREE FENCE WHICH ENCOMPASSES IT'S DRIP UNE NO
CONSTRUCTION EQUIPMENT, MATERIALS OR DEBRIS SMALL BE LOCATED WITHIN TREE PROTECTION BOUNDARIES.
NO DEMOLITION CAN OCCUR LINTIL TREE PROTECTION IS APPROVED BY THE OWNER.
4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENQS, CONCRETE, ASPHALT
PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLESS NOTED TO REMAIN ON THE
CONTRACT DRAWINGS
S DEMOU41 FOUNDATIONS AND OTHER BEIAW-GRADE CONSTRUCTION, INCLONG CONCRETE SLABS TO A DEPTH
OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL
6. COMPLETELY FILL BELOW -GRADE AREAS AND VMS RESULTING FROM DEMOLITION OF STRUCTURES, WITH
COMPACTED GRANULAR BACKFILL
7. THE USE OF ANY TIE OF EXPLOSIVES WILL NOT BE PERMITTED.
B CONDUCT DEMOUTION AND CONSTRUCTION OPERATIONS TO ENSUE MINIMAL INTERFEENGE WITH STREETS, WALKS
AND OTHER ADJACENT OCCUPIED FACILITIES
9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITES WITHOUT PERMISSION FROM THE
LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED
TRAFFIC WAYS, IF REOURED BY GOVERNING AUTHORITE"
TO- ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS
TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACLTIES AND INJURY `D PERSONS.
11, PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS
12. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT.
13. NO ON-SITE BURNING IS PERMITTED.
14. CONTRACTOR SMALL USE MEASURES 70 CONTROL DUST AT AL TIMES
15. DEMOUTION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION HEMS INDICATED ON THIS PLAN. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION.
16. ALL EROSION CONTROL MEASURES SHALL BE N PACE PRIOR TO COMMENCING DEMOLITION.
SITE NOTES
1. ALL PARKING STRIPES ARE TO BE 4' PAINTED (WHITER ADA ACCESSBLE PARKING STRIPES SHALL BE 4'
PANTED (BLUE).
2. ALL DIMENSONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE,
3. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL WHERE APPLICABLE
4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE UNES, PROPERTY LINES OR BUILDING UNES
UNLESS OTHERWISE NOTED.
5. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY.
6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT
OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR
SUPPUERS AFTER CONSTRUCTION WORK IS COMPLETE
7. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JON EXISTING.
8. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK GOAT MATERIAL IN
Al AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JON EXISTING ASPHALT.
9. CONCRETE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCRETE HAS CURED AND CAN SUPPORT
WEIGHT. PROVIDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT.
10. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB.
11. RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5'.
12. CONTRACTOR SHALL USE A THICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOC( OUT N THE
CONCRETE PAYING
13. Al CONSTRUCTION JOINTS SHALL BE SAM. CLEANED OF DEBRIS. BLOWN DRY AND IMMEDIATELY SEALED NTH
THE APPROPRIATE SEALANT ACCORDING TO MANUFACTURER'S DRECTIONS.
14. ALL MATERIALS TO BE N ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS RELATIVE TO MATERIAL, MIX PLACEMENT AND WORKMANSHIP.
15. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM
LONGITUDINAL SLOPE OF 1:20.
16. CHAMFER ALL ENDS OF CURBS
GRADING NOTES
1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CASE WHEN EXCAVATING N AND AROUND EXISTING
UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY URUTY CONTRACTORS ANO/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
3. THE CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO
VERIFYIF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SZE AND DEPTH), SHALL BE
MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTIUTY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE
PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR
LOCATIONS OF UTILITIES FOR THEIR OWN WORIC
4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES HANDHOLES, CASTINGS,
IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REWIRED TO MEET PROPOSED GRADE AT HIS/HER OWN
COST.
5. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TINE
DUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 22 TONS THE TIRES SHALL BE OPERATED AT INFLATION
PRESSURES BETWEEN 70-80 PS UNLESS OTHERWISE NOTED BY THE GEOTECHINICAL ENGINEER. THE TIRES
SHALL BE INFLATED WITH AIR ONLY, NO UOUID SHAT BE USED. THE PROD ROLL S4AL.L BE COMPLETED UNDER
INSPECTION OF SOBS FIRM TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE
NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
6. PROVIDE POSTIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST
FOR, AND CORRECT, IF ANY, STANDING WATER COIDITONS
7. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS
8, SE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED.
9. TRENCHES FOR ALL STORM DRAIN UNES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL
IF WITHIN 5 FEET OF PAVEMENT.
1O. CONTRACTOR TO PERPETUATE ANY SUBSURFACE GRAN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION
AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER
WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
11. DUE TO STE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCL 'T IS
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE DOS LNG CONDITIONS AND INCLUDE IN THEIR BID ALS
EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE.
12. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTION PREVENTION PLAN
OR GOVERNING AUTHORITY.
UTILITY NOTES
1. SITE UTILITIES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING
UTIUTY UNES AND EQUIPMENT. VERIFY COVER REOUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE
3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO
VERIFY IF ANY UTILITIES ARE PRESENT ON STEL ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE
MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE
PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR
LOCATIONS OF UTILITIES FOR THEIR OWN WORK.
4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS,
IRRIGATION SYSTEM, UTIUTY PEDESTALS, ETC.) AS REWIRED TO MEET PROPOSED GRADE.
5. ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTUTY AGENCY
HAVING JURISDICTION.
6. TRENCHES FOR ALL UTILITY UNES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF
THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT.
7. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTIUTIES AND CONDUITS TO AVOID CONFUCTS AND PROVIDE
REWIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WITH THRUST
BLOCKS REWIRED TO ASSURE PROPER INSTALLATION OF WATER MANS AND LATERALS.
8. IN THE EVENT OF A CONFUCT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER
ADJUST THE WATER LINE DOWNWARD IN SUCH A MANNER SO THAT THE PPE MANUFACTURER'S
RECOMMENDATIONS ON PPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL
PROVIDE APPROPRIATE BENDS AND CROSSINGS
9. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITIES AND STRUCTURES
10. ALL PROPOSE STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE WITH THE CITY OF
CARMEL STORMWATER SPECIFICATIONS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE
STORMWATER SPECIFICATIONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS
AS SET FORTH IN THE STORMWATER SPECIFICATIONS.
EROSION CONTROL NOTES
1. CONTRACTOR SHALL "STALL ALL PERIMETER SILT FENCE AND SEDIME4T CONTROL BARRIERS PRIOR TO
CLEARING AND GRADING
2. THIS PAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOL SEDIMENT FROM LEAVING THE SITE.
a ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON
SITE INSPECTION.
4. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RE -GRADING, SHALL BE DONE IN A
WAY THAT WELL MINIMIZE EROSION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSCN CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN RECEIVING WATER NO STORM WATER SHALL BE DISCHARGED FROM THE STE IN A MANNER
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE STE BY STORM
WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF
ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED
TO THE SITE FOR DISPOSAL
8. SGL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHAT BE COLLECTED AND
RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT. AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEMA SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE
PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC
10. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOCDWAY FRINGE AS INDICATED ON THE
FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, IN, MAP NUMBER 18057CO209G, DATED
NOVEMBER 19. 2014.
11. SCHEDULE OF EARTHWORK ACTIVITIES:
a.
THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM.
THE AREA SHALL BE STABILIZED AS SOON AS POSSIBCH
LE UN -VEGETATED AREAS THAT ARE SCHEDULED
OR UKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE MUST BE TEMPORARILY OR
PERMANENTLY STABILIZED WITH MEASURE$ APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION
POTENTIAL ALTERNATIVE MEASURES TO STE STABILIZATION ARE ACCEPTABLE IF THE PROJECT STE
OWNER OR THEIR REPRESENTATIVE CAN DEMONSTRATE THEY HAVE IMPLEMENTED EROSION AND SEDIMENT
CONTROL MEASURES ADEQUATE TO PREVENT SEDIMENT DISCHARGE.
b. TOPSOIL REPLACEMENT SHALL TAO= PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL
DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE
C' INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE REMOVE
INLET PROTECTION FOR PAVING OPERATION. REPLACE INLET PROTECTION AFTER PAYING IS COMPLETE.
INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED AREAS
BEHIND THE CURB.
12. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN CUT ALL STORM DRAINAGE STRUCTURES
AND RESTORE ALL DITCHES AND PONDS TO DESIGNED GRADES
13, CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS ONCE CONSTRUCTION IS COMPLETE AND THE
SITE HAS BEEN STABILIZED.
14. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL
STORMWATER SPECIFICATIONS LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND AND THE
STORMWATER SPECIFICATIONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS
AS SET FORTH IN THE STORMWATER SPECIFICATIONS
15. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY TRE INSPECTOR.
EXISTING LEGEND
CCN3IN ATO" POLE
UTILITY CONTACTS
UNITY
COMPANY
CONTACT
CABLE TELEVISION
BPoGHTHMSE NETWORKS
JASON KIRI AN
ELECTRIC
DUE ENERGY
TRENT GODSY
FIBER OPTIC
® UD
® TREE
GAS
VECTREN ENERGY
JCWE CLARK
SANITARY SEWER
CLAY TW REGIONAL WASE DISTRICT
RYAN HARTMAN
STOW SEVER
CARMEL ENGINEERING DEPT
JEREMY KASHMA
TELEPHONE
CARMEL. AT&T
STEVEN KREBS
WATER
CAMEL UTILITIES
JOHN DIM
:-IRE DEPARTMENT
CARMEL FIRE DEPT
CHRIS DLSON
EXISTING LEGEND
CCN3IN ATO" POLE
v SON
® DRAINAGE MANiOIE
® SANITARY MANHOLE
FRE HYDRAN-
C STAND PIPE
GUY ,MGE
0 TEMPORARY BENCH MARK
TEL
® TELL -HONE HAIOHOLE
HOSE 88
(D TSE MANHOLE
® UD
® TREE
MAILBOX
POST
® WATER METER
POWER POLE
BENCHMARK DATA (N"Y • '8 )
83)
HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE P.
ELEV. 838.28
AS IBM 50: RAILROAD SPIKE NORTH SIDE ROVER POLE
OD48-632 LOCATED AT SW CORNER OF THE
INTERSECTION OF 105TH STREET AND MOPHFASON
STREET.
ELEV_ 835.43
AS TEM 51: CHISELED 'X' NWBOLT OF FRE HYDRANT LOCATED
3150 WEST OF COMES ROAD AT THE INTERSECTION
OF 108TH AND COMBS ROAD; 320 SOUTH G I(
OF 106TH STILET; 315' FROM ! G ASPHALT
DRIVE 1155 E 1067H STREET.
ELEV.:84261
1. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
ENGREERNG RETORT FOR INFORMATION ABOUT SOIL
CONDITIONS.
2 CONTRACTOR SHALL REFER TO THE ENVIRONMENTAL REPORT
FOR INFORMATION ON ENVIRONMENTAL FINDINGS ON THE SITE.
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURNG CONSTRUCTION.
2 CONTRACTOR TO VERIFY LOCATION, SHE AND DEPTH OF
EXISTING UTILITIES PRIOR TO COMMENCING ANY
CONSTRUCTION, CONTACT ENGINEER IF VARIATION EXISTS.
3. SE SHEET C002 GENERAL NOTES FOR MORE INFORMATION.
4. NO EARTH DISTURBING ACTIVITIES NAY COMMENCE WITHOUT
AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS
PROJECT IS SUBJECT TO THE CITY G CARMEL
STOFMWATEN MANAGEMENT AND STORMWATER QUALTY
ORDNANCE.
THE LOCATIONS G ALL EXISTING UNDERGROUND UTILITIES SHOWN
ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE
(ildudhy but not limited to, manhalm, InleX VaVea and maim
mads u12an the 7-" by oth-) ANO ARE SPECULATIVE IN
NATURE. THEMAY AM BE OTHER EXISTING UNDERGROUND
UTILITIES
FOR MARCH THERE IS NO ABOVE GROUND EVIDENCE OR
FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS G SAC EXISTING UNDERGROUND UTILITIES
SHALL BE VEIFED BY THE CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION.
CALL TOLL FREE
'811' OR 1 -BOD -382-5544
INDIANA UNDERGROUND -
HAND, INC.
(HAMILTON COUNTY
AREA
NEIGHBORHOOD
DEVELOPMENT)
347 South 8th Street, Suite A
Noblesville, Indiana 46060
M.
Ell
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AMERICAN
STRUCi mmINT
7260 Sh4&II
SbUon I Indun hs. Ind- 46256
TEL
317.547.5560 FAX 317.543-0270
www.shucturepointcom
HOME PLACE
HOUSING
EAST 105TH STREET &
MCPHERSON STREET
CARMEL, INDIANA 46248
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CERTIFIED BY
ISSUANCEINDEX
DATE:
03117x2017
PROJECT PHASE:
NO. I DESCRIPTION I DATE I
1 TAC COMMENTS /10/271
Project Number 2016.00348
GENERAL NOTES
0002