HomeMy WebLinkAboutC001 CoverG NOTKS
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND
COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF
WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING
CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE
THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO
MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS.
9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN
THESE PLANS.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED
AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL
LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL
STANDARDS.
12) THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS
PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE COMMUNITY
PANEL NUMBER 180081, MAP NUMBER 18057CO207F, EFFECTIVE FEBRUARY
19, 2003.
13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION.
14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT
OF THE INTERIOR FISH AND WILDLIFE SERVICE NATIONAL WETLANDS
INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND."
15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING
TO SCHEDULE A PER CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS REQUIRED
INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING
AND PROPOSED CITY RIGHT OF WAY.
PEx:a 1 'zNr
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, IN 46032
ASSISTANT PLANNER: ANGIE CONN
317- 571 -2417
DEPT. OF ENGINEERING: DICK HILL
317- 571 -2441
ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD
317- 571 -2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
GARY HOYT
317 -571 -2600
CITY OF CARMEL WATER DEPARTMENT
130 1ST AVENUE S.W.
CARMEL, IN 46032
STEVE COOK
317- 571 -2640
CITY OF CARMEL SEWER DEPARTMENT
760 3RD AVENUE, SUITE 110
CARMEL, IN 46032
AARON HOOVER
317- 571 -2645
10
VI'HORITIES
HAMILTON COUNTY HEALTH DEAPARTMENT
HAMILTON COUNTY JUDICIAL CENTER, SUE
NOBLESVILLE, INDIANA 46060 -2229
JASON LEMASTER
317 -776 -8500
CARMEL CITY UTILITIES
760 3RD AVENUE S.W.
CARMEL, INDIANA 46032
JOHN DUFFY
317- 571 -2443
HAMILTON COUNTY SURVEYOR'S OFFICE
ONE HAMILTON SQUARE, SUITE 188
HAMILTON COUNTY JUDICIAL CENTER
NOBLESVILLE, INDIANA 46060
GREG HOYES
317 776 -8495
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DUKE ENERGY
30 1441 SOUT H GUILFORD
CARMEL, INDIANA 46032
RON BOOHER
317- -581 -3041
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PROJECT LOCATION
VINCINITY MAP
VECTREN ENERGY
P.O. BOX 1700
NOBLESVILLE, INDIANA 4 6061-1700
CHUCK SHUPPERD
317- 776 -5535
AT&T
5858 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46220
317-265-2727
GUILFO 1 PATIO BIOMES
531 South Guilford Rd
Carmel IN, 46032
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T1OCATJON MAP
PROJECT LOCATION
Sn;4.-3 TYPE LEGEND
ND
D.Roc)KsioN siLry CLAY LOAM
CRl s( SIT LOAM, 0 TO 2 DLOPLS
WAY: LOAM, 2 ID o =R_ SLOPES, ERODED
SHOALS Si !..T LOAM
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PROJECT LOCATION
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LAND DES(' MON
Part of the halt of the scutl quarter of Section
ar o .le east iii; t, e r I Township 18
North, cirge 3 E., s be ),c more particularly des cribed as follows:
Beginning at the corner of said tract and running east 30 .rods;
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thence north 5. 3 feet thence west 30 rode; thence solar.: 534 5/6
feet to the plac.. of q ming containing 6.059 acres, more or less.
PERMANENT BENCHMARK
Top N w t:
0 f 01 C r
1 1 7 5' North of
centerline of G fo J Food.
E LE_ /A T i O!yi 336. 77
M14 P
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ROJECT LOCATION
SCALE: 1"=500'
fr o m in the r i c u
Ftrne son Road (hydrant_ is located
property line and 30' East of the
1329)
Note: The e above F1 Mark was established from the
following bench mar in t loy 2002.
!.'.S.C.
Gs. (-3. Stan cord Bronze. Disk stomped "X 42 1934"
set in top of SW cor:-`e I^ of concrete foundation of
semaphore to wer -167.8 located 195' north of the
intersection of and the Monon RR and 11 east
Of the east c
rw EA
L T/ 0 I \Vt 829.2 CVO 1 9 2 9)
TEMPORARY BENCHMARK
L4o9 r i t n side of utility pole #300 -183 approx.
30 cast of physical centerline Gu ilford F 260'
,o'. South
of t' J rtil properh one of site.
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I 300-382-5544
CALL TOLL FREE
777 iNDIAN,A. STATE _AW IC 8 -1 -26.
S AGAINST THE LAW TO EXCAVATE
wrrHoJT NOTIFYING THE UNDERGROUND
,F,J `?\AC TWO (2) WORKING
DAYS BEFORE MM WORK.
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