HomeMy WebLinkAboutDER001.C1.0GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING
THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE
THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE
CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL
MODIFICATIONS AND/OR LIME STABILIZATION MAY BE
REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER
STRUCTURE SHOP DRAWINGS TO ENGINEER FOR
REVIEW/APPROVAL PRIOR TO MANUFACTURING.
OWNER: SURVEYOR:
STORM CURE INLET
TC= 841.72
INV IN(N)(15"RCP)=837.42
INV OUT(SE)(18"RCP)= 37.27
842.36
ASPH
DERMATOLOGY, INC.
SEA GROUP, LLC.
3755 EAST 82nd STREET, STE. 75
494 GRADLE DRIVE \
INDIANAPOLIS, IN 46240
CARMEL, INDIANA 46032 1
ATTN: AMY SUMMERS
(317) 844-3333
(317) 410-0056
DEMOLITION
ENGINEER:
ARCHITECT:
CIVIL SITE GROUP, INC.ENVIROSPACE,
INC. ASbHa/
160 WEST CARMEL DRIVE
ATTN: CANDACE BERGER
SUITE 240
645 BLOOR LANE /
CARMEL, INDIANA 46032
ZIONSVILLE, IN 46077
(317) 810-1677
(317) 873-9950
SAN MANHOLE
TC=842.95
INV IN(S)(10"PVC)=834.95
NV OUT(N)(10"PVC)=834.95
BENCHMARK
HORIZONTAL AND VERTICAL CONTROL:
COORDINATE SYSTEM:
US STATE PLANE 1983 (AT GROUND)
PROJECT DATUM:
WORLD GEODETIC SYSTEM (WGS 1984)
VERTICAL DATUM
NAVD 88
ZONE:
INDIANA EAST 1301
GEOID MODEL:
GEOID03 (CONUS)
COORDINATE UNITS US SURVEY FEET
DISTANCE UNITS US SURVEY FEET
HEIGHT UNITS US SURVEY FEET
TB M #1
Aluminum capped rebar found at radius point
of Lakefront Court. Elev. = 841.74
TBM #2
'Schneider' capped rebar found at SW corner
of Lot 4. Elev. = 845.88
FLOOD NOTE
THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED
FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON
COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL,
COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G,
PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014.
REFERENCE NAP FIRM MAP #. 18057CO209 G
EFFECTIVE DATE: NOVEMBER 19, 2014
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING
UTILITIES ON AND/OR SURROUNDING THE SUBJECT
SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO
LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION. CIVIL
SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE
IF THE PROPOSED IMPROVEMENTS INTERFERE WITH
ANY EXISTING UTILITY INFORMATION NOT SHOWN ON
THESE PLANS.
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849.31 / OFFICES
LENOX TRACE, PHASE III
LENOX TRACE, PHASE VIII LEN
8 9.7
CON UL r `2F'++_?. -
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED
05/24/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF
ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON
THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE
DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
DEMOLITION NOTES
1. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED.
2. ITEMS INDICATED TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES.
3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.
4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO PROTECT OWNER'S PERSONNEL AND THE GENERAL
PUBLIC FROM INJURY DUE TO THE DEMOLITION AREA.
5. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL DEMOLITION AT NO ADDITIONAL COST TO OWNER.
6. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN
PER AND/OR REQUIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED
TRAFFIC WAYS IF REQUIRED BY GOVERNING JURISDICTION.
8. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITES, EXCEPT WHEN AUTHORIZED IN WRITING FROM UTILITY
COMPANY.
9. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST, DIRT, AND DEBRIS TO LOWEST
PRACTICAL LEVELS. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.
10. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS AS NECESSARY TO COMPLETE DEMOLITION
SHOWN ON DRAWINGS.
11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WHERE DEMOLITION
ENDS AND NEW CONSTRUCTION / IMPROVEMENTS BEGIN USING A MASONRY SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS.
12. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION WORK. PROVIDE FILL CONSISTING OF APPROVED
EARTH, GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6" DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER.
13. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM SITE. TRANSPORT AND LEGALLY
DISPOSE OF MATERIALS FROM SITE.
14. IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION OPERATIONS, COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND
ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.
15. BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE.
16. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION
BARRICADES AND LEAVE SITE FREE OF DEBRIS.
17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING
CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR
DAMAGED.
18. INVESTIGATE BUILDING FOUNDATION FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO
FILL ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557).
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