HomeMy WebLinkAboutPacket 8-16-05
I
HOLEY MOLEY SAYS
CC DON'T
DIG
~LIND.
-ITS THE LAW-
CALl 2 WORKING DAYS llEf'DRE ~ DIli
1-800-382-5544
CALl 'RlJ. FREE
PER INDIANA STAlE LAW 15-69-1991.
IT IS ACAINST mE LA' TO EXCAVAlE
WllHWT N01F1ING mE UNDERCROOND
LOCA 110N SERVICE TWO (2) WORKINC
DAYS BEFORE COWENCING WORK.
,
-N.-
I
ASSUMED NORTH
SCALE: 1-= 50 '
100
25 50
~ i
GRAPHIC SCALE
1-=50'
50
2.
3.
TABLE
= M3
50,000 S.f.
P.S.
207 P.S.
...!.QLL..
217 P.S.
200
NET BUILDING AREA:
SUMMARV
ZONING ON PARCEL:
PROPOSED BUIlDING:
REQUIRED PARKING:
1 SPACE/250 5.f.
PROVIDED PARKING:
STANDARD PARKING SPACE:
HANDICAP PARKING SPACE:
TOTAL PARKING SPACES PROVIDED:
H
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I
DATE:
1HIS DltAWINC ANO '!HE IOEAS, DaICNS ANO
CONCEPTS CONTAINED HEMIN AM 1l1[ EllClUSl'lE
1N1ULECl\IAI. PltOPEltTT OF 1l1[ SCHNEIOER
CORl'OAA 11OW, ANO All[ NOT 1U lJ[ USED Olt
IlEPRODlJC[I), IN WHOLE Olt IN PART. .1llClUT
1l1[ 1lRIT1EN CONSENT OF 1l1[ SCHNEIOER
COltPOIIA 1lON.
C CDI"tRIGHT[l) .... '!HE !lCHN[lO[It CDllP. (2005'
~~
Schneider
THE SCHNEIDER CORPORA nON
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Ceotechnical Services
CIS · US
Home Builder Services
Interior Design
land Surveying
Landscape Architecture
Transportation Engineering
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PIlCI.ECT MO.:
1211.023
SITE
PLAN
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REF: S: \1211\016\dwqs\1211016LdMJ
REF: S: \1211\016\dwqs\1211016I-COPY.dwg
REF: S: \1211\023\dwqs\ lilte1.dwg
REF: S: \1211\02J\dwqs\02Jbs.dwg
REF: S: \1211\016\dwqsVrom WaoIperl\lIOCIlpert-
REF: t \ lSC-IDT4\8Ioc:Ils\SEAL -RO.dwlJ
SHEET NO.:
eJlOJl
~
~.l....4...;"""',,-^-,~
""'--'S!'^""""""'*~
~
'1= ::.:1='
,,, .~... '" Choirback Curb -/Culler @ ~
@ 6" Slrail1ll Curb ~~
<9 Curb a: - aI03 aI03 tz;
@ Walk ~ am
o Hand"1COp Ramp ~
o Concrete Dumpster Pad
\IIfII '"........... ""'" ~
@ HancflCDp Pcning S"ICJI' C80J C80J
o ~~t Cednale.. ... SIJII
IIId SIll. 511 UgIIftIg PIII\ .... ~
o light Duty PCMmII\t ~
o PCMment Striping ~
o Curb Toper ~
o P=-~:icu. PlAIIS)
o Retaining WaR __ -@
(IlmI1D NI:II1ECUM. .-- 15
o Special Curb Island C80J
o 9'x20' Portcitg Spaces - 216
^ 8"X20' Portcing Spaces - 10
l.ll (A.D.A. M:UDD1S)
Totol Portcitg Spaces - 226
ON"
Way
of
Existing Utiity Pole
Existing Trees
Existing Fence
PCMment Within Ricj\t
4.
5.
5.
8.
9.
10.
Sll'1rlB N'<C>1rlES
ALL RADI AND OMR DIUENSIONS fllR 6'" STANDlNC QJR8 I
ARE TO THE FACE OF' QJRB.
ALL RAnn AND OTHER DMENSKlNS FOR 2' ROLL CURB ARE
TO BACK Of QJRB. I
IT SHALL BE TtI: RESP()lSlBlUTY OF' EACH Ct)ITRACTOR I
TO 't{RtFY ALL EXlSTlNC UTlITlES AND Ct)IDlno.s PERTAININC I
TO THE PHASE Of WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBLllY TO CONTACT THE OWNERS
~~:~~F~~I~K~ ~~.S~~ ~~: i
SHAll NOnFY IN WRIllNC THE OWNER AND THE ENGINEER Of i
ANY CHANCES. OMISSIONS OR ERRORS FOUND ON THESE PLANS
OR IN THE FIELD BEFORE WORK IS STARTED OR RESUUED.
VERfY SIGN LOCA nONS AND SIGN REQUIREMENTS Wlm LOCAL 1
GCMRNING AUTHORInEs. I
TEMPORARY TRAFFIC CONTROL DURING CONSTRUC1ION TO i
CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. I
All CONSTRUCno. AClMlY ON THIS SITE TO BE PERFORMED I
IN COMPLIANCE Wlm APPLICABLE o.s.H.A. STANDARDS FOR
WORKER SAFETY. I
All DIMENSIONS TO THE BU1\.DtNCS ARE TO mE OOTSlOE OF' I
BUILDING FOUNDA nON WAU..
SEE ARCHITEClURAl PLANS FOR BUILDING DIMENSIONS. i
SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4- THICK. i
EXPANSION .nNTS ARE TO BE PLACED AT ALL WAlK INTERSEC1IONS j
AND BETWEEN WALKS AND PLA TFORIofS. SIDEWALK SCORES ARE 1
TO BE EQUALLY SPACED BEMEN EXPANSION .nNTS. CONTROl 1
.nNTS ARE PERPENDICl.UR TO SIDEWALKS AT 5' INTERVALS OR '
LESS Wlm AN EXPANSION JOINT EVERY 20' OR LESS. I
I
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N _ -----L- _ CARM~L DRI~ ~ _ _ - - - ~ -
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fUlURE y;f - 1/2 R/W BY OTHERS \, 1 \\
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:II....A.NJD> lD
Land Dacr~tian - Porcel I
Port of Block 11 in the Conditional Secondary Plot CormeI Science ond TechnolocJy
Pork, a subdivision in HamUton County, Indiona, the plot of which is recorded in Pia
Book 13, pages 65 thru 71 and amended by CertifICate 01 Correction recorded as
Instrument Number 87-01640 in the Office of the Recorder of Hornlton County,
Indiono, described os follows:
Commencing at the Southwest comer of the Northwest Quarter of Section 36,
Township 18 North, Range 3 East in HornUton County, IOOlOno (5/8 inch rebor with cop
marked -Schneider (ngr. Corp:, herein after referred to as -rebor); thence North 88
degrees 59 minutes 30 seconds East (plot bearing) oIong the South line of said
Northwest Quorter Section and oIong the South line of said Block 11 a distance of
401.50 feet to the Point of Beginning at the southeast comer of Lot 1 of said Block
11 per plot thereof recorded as Instrument Number 9109164, marked by a -rebar, the
following four courses ore along the east lines of said Lot 1; (1) thence North 01
degrees 00 minutes 30 seconds West a distonce of 265.00 feet to a -rebar-; (2)
thence North 88 degrees 59 minutes 30 seconds East a olStance of 20.00 feet to 0
-rebor"; (3) thence North 01 degrees 00 minutes 30 seconds West 0 distonce of
190.00 feet to a -rebor-; (4) thence North 30 degrees 46 minutes 06 seconds West 0
distonce of 102.20 feet to the southwest corner of a 0.025 acre tract of land
described in 0 deed to the City of Carmel recorded os Instrument Number
200300018026, said point being on 0 non-tongent CUM to the left havin9 0 rad"us
of 652.00 feet, the radius point of which bears North .3J degrees 23 minutes 58
seconds West; thence northeasterly along the southerly line of said tract and along
said CUM an orc distance of 93.63 feet to the northerly line of said Block 11, being
on a non-tangent CUM to the ricJht havin9 0 roOlUS of 375.00 feet, the rocflUS point
of which bears of South 20 degrees 16 minutes 42 seconds East; thence northeasterly
along said northerlyTme ond oIong said CUM on orc DIStance of 188.15 feet to the
northwest corner of a 0.056 acre tract of land described in 0 deed to the City of
Carmel recorded os Instrument Number 200300018026, said point being an a
non-tangent curve to the left having 0 radius of 750.00 feet, the radius point of
which bears North 27 degrees 57 minutes 50 seconds East (the following two courses
ore along the southerly rmes of said tract~ (1) thence southeosterly oIong said curve
on orc DIStance of 147.06 feet to a point which bears South 16 degrees 43 minutes
46 seconds West from said radius point; (2) thence South 84 degrees 51 minutes 37
seconds East 0 distance of 107.03 feet to the aforesaid north line of Block 11, being
on a non-tangent CUM to the left having 0 radius of 735.00 feet, the rocflUS point
of which bears North 08 degrees 40 minutes 48 seconds East; thence eosterly along
said north line one! b10ng said cune on orc distonce of 46.87 feet to a point which
bears South 05 dec}rees 01 minutes J5 secands West from said raDIUS point; thence
South 00 degrees 01 minutes 37 seconds East a distance of 149.95 feet: thence
South 28 degrees 22 minutes 49 seconds East 0 distonce of 246.50 feet; thence
South .3J degrees 08 minutes 58 seconds East 0 DIStance of 109.03 feet; thence
North 88 degrees 59 minutes 30 seconds Eost paronel with the south line of soid
Block 11 0 DIStance of 139.43 feet to the east line of said Block 11; thence South 00
degrees 18 minutes 08 seconds East along said east line 0 distance of 78.01 feet to
o -rebor- ot the solltheost corner of said Block 11; thence South 88 degrees 59
minutes .30 seconds West along the south line of said Block 11 0 distance of 824.80
feet to the Point of Beginning, contoining 8.00 ocres, more or less.
EXlSnNG DE TEN nON POND
NORMAl POOl = 830.00
MAX looYR ELEV = 836.00
P.O.B. PARCEL I &:
EXCEPTION PARCEL
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