HomeMy WebLinkAbout05050028.4GENERAL NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
L IT SHAT. BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
%V**Y ALL DISING UTIJTES AND CONDITIONS PERTAINING M
111E PHASE OF WORK. IT SHALL AM BE THE SUBCONTRACTOR'S
RESPONSBILITY TO CONTACT THE OWNERS OF THE VARIOUS
URIflES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
IM IS STARTED. THE SINCONIRACTOR SHALL NOIIFY IN
W1M 1W OWNER AND THE ENC;IINEER OF ANY CHANGES,,
CMMSifONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
IIEFCJRE WORK IS STARTED OR RE5UME0.
I STANDARD SPEC1tICA71ONS FOR THE CITY OF CARMEL AND
0II11MEL WATER SHALL APPLY FOR ALL SANITARY SEWERS AND
WIDER MANS STANDARD SPECNA07M FOR THE CITY OF CARMEL
DULL APPLY FOR ALL STORM SEWERS.
4. MY PART OF THE SANITARY OR STORM SEWER TRENCHES
WMIM UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANUU.AR MATERIAL PER CARMEL.
5` TIE SIZE AND LOCATION OF EXISTING U1I1111E5 SHOWN ARE PER
NIATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES.
ILL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR M ANY
OUV1U70 FOR FIELD LOCATION OF SERVICE.
!. JC CONCRETE WALK ACROSS FRONTAGE OF EACH LOT TO
K CONSTRUCTED BY 07HM (APPLIES TO WSIDD MAl ONLY)
7. DFAiIISION JOINTS ARE TO BE PLACED AT ALL WALK
ANIERSEC110N AND BE IEEN WALKS AND PLATFORMS. SIDEWALK
S r 0 iES ARE M BE EQUALLY SPACED BETWEEN EXPANSION JOINTS.
CONTRACTION JOINTS AND PERPENDICUTAR SIDEWALKS AT 5'
M'1IRVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR
LESS
Ut. 11EM OIWY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL. AND STATE STANDARDS.
t Ali CONSTRUCTION ACTIVITY ON THIS 97E TO BE PERFORMED
M COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
It GdMTR CTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. ROM AND BAOnL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS. ALL FELD : TILES INIERCEPTED
10 BE PERPETUATED INTO STOW SEWER SYSTEM OR LAKE THE
SUBCONTRACTOR SHALL NOTIFY N WRITING THE OWNER AND THE
BOOM IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE
ACCOMPLISHED.
12 ALL FILL AREAS UNDER BUDDING PADS, PAVEMENT, OR SUBGRADE
91ALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY
091SrfY (ASIM D -698). ALL OTHER FILL AREAS SHAT BE
COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY (ASTM D-M).
11 11E CONTRACTOR SHALL coNFu ALL EARTHWORK Qummm
MM TO THE START OF CONSTRUCTION. IF AN EXCESS OR
SWAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
OWN WITH THE OWNER AND ENCMW THE REQUIREMENTS
FOR SPOCKPILK REMOVAL OR NPORTNG OF EARTH.
14► ALT. WATER MAINS M BE A W MINW1UM COVER OVER TOP OF PIPE
III STERIJZAIMON OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH REQUIREMENTS.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = +/- 0.22 ACRES
TOTAL DISTURBED AREA = +/- 0.22 ACRES
CURRENT ZONING = R -2
BUILDING SETBACKS:
NORTH SETBACK = 12' (FRONT) (EXISTING)
SOUTH SETBACK = 31' (REAR) (EXISTING)
EAST SETBACK = 6' (SIDE) (EXISTING)
WEST SETBACK = 20' (SIDE) (EXISTING)
PARKING:
PARKING REQUIRED = 1 SPACE/3 SEATS + 1 SPACE/EMP =
190 SEATS /3 + 24 EMP = 87 SPACES
PARKING PROVIDED ON -SITE = 4 H.C. + 4 SPACES = 8 TOTAL
PARKING PROVIDED OFF -SITE = 57 SPACES
SITE NOTE.
ASSUMED NORTH
SCALE: 1 " =10 '
10 0 10
Nmimiiiiii
PLEASE REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS AND LOCATIONS.
LEGEND.
Ao PROPOSED ASPHALT PAVEMENT
O HANDICAP RAMP
�p 6" CURB PER CARMEL STANDARDS
O NUMBER OF PARKING SPACES
O PROPOSED LANDSCAPE AREA
O CONCRETE LANDINGS
O BRICK STEPS AND LANDINGS
O BRUSHED CONCRETE PA110 (SEE ARCHITECTURALS)
PORCELAIN TILE PATIO (SEE ARCHITECTURALS)
sO CONCRETE SIDEWALK
w EXISTING WATER LINE
-- --W- -- PROPOSED WATER LINE
uGE PROPOSED UNDERGROUND ELECTRIC
urT PROPOSED UNDERGROUND TELEPHONE
STM EXISTING STORM
SAN EXISTING SANITARY
— PROPOSED SANITARY LATERAL
--- — — — -- PROPERTY LINE
CONCRETE SIDEWALK
BRICK STEPS AND LANDINGS
BENCHMARK
BENCHMARK - RM -5
ACROSS THE STREET FRO) 6340 WINTHROP AVENUE OR BROAD
RIPPLE AVENUE, SET IN t ``E TOP OF A CONCRETE POST, 68 FEET EAST
OF THE NORTHEAST CORNER OF THE INDIANAPOLIS WATER COMPANY
BUILDING, 43 FEET EAST19OUTHEAST OF THE SOUTHEAST CORNER OF
THE STEAM GAGE SHELTER HOUSE, 17 FEET SOUTHEAST OF THE
NORTHWEST END OF THE WEST BANK RETAINING WALL, 8 FEET
SOUTHWEST OF THE NORTHEAST EDGE OF THE WALL, LEVEL WITH THE
GROUND, A USGS GAUGING STATION TABLET, (SET INSIDE A WC
WATER VALVE COVER.) (ELEV= 716.26, NGVD 1929)
TBM-
EXISTING STORM SEWER MANHOLE AT THE INTERSECTION OF 65TH
STREET AND CARROLLTON AVENUE. (ELEV.= 716.33)
LEGAL DESCRIPTION
Record Land Description
Instrument No. 200389180
(Now or Formerly; Helen L. Gray per Affidavit of Survivorship,
dated 9- 02 -03)
A part of Lot Number Seven (7), Lot Number Eight (8) and
an unnumbered lot lying West of Lot Eight (8), all in Davis &
Bales Addition to the Town of Carmel, Hamilton County,
Indiana, more particularly described as follows:
Beginning 57.5 feet Wet of the Northeast corner of Lot 7 in
said addition and run thence West 74.5 feet, more or less,
to the East line of on alley, thence South 132 feet; thence
East 74.5 feet, more or less, too point 57.5 feet West of the
Southeast comer of Lot No. 7 in said Addition, thence North
132 feet to the Place of Beginning, as shown by Plat in
Deed Record 21, Page 416 of the Records in the Recorder's
Office of Hamilton County, Indiana.
More commonly known as 31 First Street, Carmel, Indiana.
HOLEY MOLEY SAYS
.,,.0 " DON 1
DIG
BLIND'
"ITS THE LAW"
CALL 22 /N�Of/�1�C��DAYYS BBFF�CCiE WwU =
1- 800- 382—J�
CAIN TOLL FREE
PER INDIANA STATE LAW 5- 69-1991.
IT IS AGAINST THE LAW 10 EXCAVATE
WITHOUT NOMW THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COM110 CING WORK.
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F.F.E.= 844.10
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SEE ARCHITECTURALS FOR EXACT
BUILDING DIMENSIONS
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No.
PE19800489
_ STATE OF
J
� BY:
� DATE:
SHEET
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OF
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OB #: DAX.002