HomeMy WebLinkAboutC1.0-EXISTING-CONDITIONS-&-DEMOLITION-PLAN-Rev.0GENERALNOTES
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 CI 1.0 FOR SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER
STRUCTURE SHOP DRAWINGS TO ENGINEER FOR
REVIEWIAPPROVAL PRIOR TO MANUFACTURING.
OWNER: SURVEYOR:
DERMATOLOGY, INC.
SEA GROUP, U.C.
3755 EAST 82nd STREET, STE. 75
494 GRADLE DRIVE
INDIANAPOLIS, IN 46240
CARMEL, INDIANA 46032
ATTN AMY SUMMERS
(317) 844-3333
(317) 410-0056
ENGINEER:
ARCHITECT:
CIVIL SITE GROUP, INC.
ENVIROSPACE, INC.
160 WEST CARMEL DRIVE
ATTN: CANDACE BERGER
SUITE 240
645 BLOOR LANE
CARMEL, INDIANA 46032
ZIONSMLLE. IN 46077
(317) 810-1677
(317) 873-9950
INV
INV 0
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
TSM #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
1
Knowwhat's below. Call before you dig.
INV
INV OL
RMN
SAN MANHOLE
TC=842.95
MEN
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LOT
LOTS 2, 3,4 AND 5 OF BLOCK 11
STORM CUR INLET CARMEL SCIENCE AND TECHNOLOGY PARK
TC= 841.72 PC 4, SLIDE 349
N)(15"RCP) 37.42
IE)(18"RCP)= 37.27 `"'\ CITY OF CARMEL, INDIANA
and INST. #2017-44186 w
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I ,,w CONSTRUCTION ENTRANCE, INLET \ , I I
j \ ""° PROTECTION & TREE PROTECTION FENCING) a w
1 I TO BE INSTALLED PRIOR TO DEMOLITION. \I I I
REVISION RECORD
IREVI
DATE
I DESCRIPTION
IDES BY
I APT BY
1
107/27/181
REVISIONS PER T.A.C. COMMENTS
I LAG
I EAG
LEGEND:
PROPERTY BOUNDARY
RIGHT-OF-WAY
- - - - - - - - EASEMENT
-----847---- EXISTING CONTOUR
PROPOSED SAWCUT LIMITS
DEMOLITION ITEM
TREE PRESERVATION AREA
TREES/SH UBS)ESERVE EXISTING
DEMOLITION NOTES:
DEMOLISH & REMOVE EXISTING CURB
O(SAWCUT AT TIE NEAREST JOINT
PAST DEMOLITION LIMITS)
DEMOLISH & REMOVE EXISTING SIDEWALK
O (SAWCUT AT THE NEAREST JOINT
PAST DEMOLITION LIMITS)
6
NORTH
20 0 10 20
( IN FEET )
1 inch = 20ft.
1 I ' nsn C
TOPOGRAPHIC & BOUNDARY NOTE
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FLOOD NOTE �
THIS LOT UES ENTIRELY IN FLOOD HAZARD ZONE "Y AS SCALED PTORM CUr38.83r
FROM THE ROOD INSURANCE RATE MAP (FIRM) FOR HAMILTON TC
COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL 12°RCPCOMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G. (I /I
PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014. P»�LMtt /
REFERENCE NFIP FIRM MAP 6 1805700209 G la a0
EFFECTIVE DATE: NOVEMBER 19, 2014 I /
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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
rpnRELEASED FOR CONSTRUCTION MTON
Subject to compliance with all regulations
of slate and I acal Cn6m
City of Camel
MTGto
DATE: \ 03/27/19
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o LOY CARMEL SCIENCE AND TECHNOLOGY PARK \
57 PC 4, SLIDE 349 / / LI"
1
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I SHRIMANGESHI II, LLC / / INST. #2007-30894 MTree Preservation.w� ProtectieFwFencing TREECarmel Science & Technolosyy Park Arm � � SCRUof the W.R. Fertig Re LtVbted DrainBRUS�50' B.S.L / �was50'BS.Lr 106045 Sq. Feet t .ate515RUB2.434 Acr BRUSH-----------------'NLET
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- - - - - - -S 88'S 0_IN 333.43' MULTI -FAMILY
- _ -"" _ MULTI -FAMILY
t-COMMERCIAL _ _- - -_:7�COMMERCIAL "RESIDNENTIAL-\. 1 RESIDNENTIAL-\.
/ OFFICES / OFFICE (CONDOMINIUMS) (CONDOMINIUMS)
LENOX TRACE, PHASE III LENOX TRACE, PHASE VIII
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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 GTE WILL. NOT BE PERMITTED.
4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEMED TO PROTECT OWNER'S PERSONNEL AND THE GENERAL
PUBLIC FROM INJURY DUE TO THE DEMOLTON 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 OVER ADJACENT OCCUPIED OR USED FACILITIES.
T DO NOT CLOSE BLOCK OR OTHERWISE OBSTRUCT STREETS WALKS OR OTHER OCCUPIED OR USED FACILITIES WTHOUT WRITTEN
PERMISSION 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 UTUTY
COMPANY.
9, USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST, DIRT, AND DEBRIS TO LOWEST
PRACTICAL LEVELS COMPLY ON GOVERNING REERATIONS 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, OUT 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 EC 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 ENCOUNTERS DURING DEMOLTION OPERATONS, COMPLY PATH ALL APPLICABLE REGULATIONS, LAWS, ANC
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 DEMOUTION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM GTE. REMOVE PROTECTION
BARRICADES AND LEAVE SITE FREE OF DEBRIS.
D. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REWIRED. RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EASING
CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSMUCTION OR SURFACES SOILED OR
DAMAGED,
18. INVESTIGATE BUILDING FOUNDATION FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO
LEN FILL ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557).
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SHEET 2 OF 15