HomeMy WebLinkAboutPacket 06-18-02
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DUKE REALTY CORPORATION
5.470 Acres - in Hamilton Crossing Development
131 st Street and US 31
ADLS Approval
Docket No. 66-02 DP/Amend ADLS
CarmeVClay Plan Commission
June 18, 2002
Owner: Duke Realty Corporation
600 E. 96th Street
Indianapolis, Indiana 46240
Telephone: 317-808-6001
Architect: CSO Architects, 600 E. 96th Street, Indianapolis, IN 46240
Civil Engineer: Woolpert Consultants, 7140 Waldemar Dr., Indianapolis, IN 46268
Attorney: Bose McKinney & Evans LLP, 600 E. 96th Street, Indianapolis, IN 46240
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TABLE OF CONTENTS
1. Explanation
2. Applications
3. Aerial Photo
4. Site Renderings (3)
5. Building Elevations (colored) Including Dumpster
6. Lighting Cut Sheet
7. Site Plans Including Landscape & Lighting Plans
8. Overall Park Master Plan
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EXPLANA nON
Duke Realty Corporation is the owner of Hamilton Crossing development generally located on
the West side of US 31 between 126th and 13151 Streets. The real estate is outlined in the aerial
photograph included with this brochure.
The application of Docket No. 66-02/DP Amend ADLS contained herein is for the fifth office
building in the Hamilton Crossing Development. The particular location of this building and
Building 5 itself was previously submitted reviewed and approved under Docket No. 22-
99DP/ADLS. That particular building was never constructed. Since the filing and approval of
22-99DP/ ADLS, several issues affecting the property have caused this reconfiguration and re-
submittal of Building 5. The matter most affecting the site geometry and reconfiguration of this
property is the potential right-of-way necessary for a ramp from 13151 Street to US 31 as adopted
by Resolution No. 08-07-003.
This amended application described and outlined in this petition provides the details to how this
project and park have been amended appropriately to best accommodate the potential of this ramp
while still allowing full enjoyment of the property designated for ramp ROW. Any
improvements shown in the area of the proposed ROW ramp land are shown for future use only
and planning purposes and this petition does not seek approval of any improvements within that
area. Any improvements planned within that area would require a separate application.
The real estate is zoned for Office use, B-2 Zoning with US 31 Highway 31 Corridor Overlay
Zoning. The enclosed plans are submitted for consideration and approval. We look forward to
presenting this request to you on June 181h, 2002.
Respectfully submitted,
~ 0 (P~Jft
I
Blair D. Carmosino
Development Services
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Date
^ ..i
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DOCKET NO.
APPLICATION for ARCHITECTURAL DESIGN. LIGHTING. and SIGNAGE
FEE: $700.00
(Plus $35.00 per acre when NOT accompaDied beep" ~ ~
.- ~~;71~
Name of Project: Hamilton Crossing Building 115 (Revised) . "./ J;"~{))
DOCS j
Address: 13000 North Meridian (Preliminary Assigned Address)
Type of Project: Commercial/Office
Applicant: Duke Construction
Phone No. 317.808.6000
Contact Person: Blair D. Carmosino
Phone No. 317.808.6179
Address: 600 East 96th Street, Suite 100, Indianapolis. IN 46240
Legal Description: To be typewritten on a separate sheet
Area (in acres) 5.47 Acres
Zoning B-2/ U.S. Highway 31 Corridor Overlay Zone
OwnerofRea1Estate: Duke Construction. L.P.
Carmel: x
Clay Township:
Annexation: Y or@
Other Approvals Needed: Development Plan Approval (US 31 Overlay)
No. of Spaces Provided: 180
PARKING
No. Spaces Required: 140
DESIGN INFORMATION
Type of Building: Office
No. of Buildings:
.
Square Footage: 45.965 SFT Height: 37' 8 II
No. of Stories2-
Exterior M8;teria1s: Brick/Aluminum Colors: Red I Brown Brick
Storefront
Ma,TimtlDJ No. of Tenants: 1
Type of Uses: Office
WatJ:r by: IWC
Sewer by: CTRW
s:\fonms\adls.app
revised 11/7/00
1
LIGHTING
Type of Fixture: 400 Watt Metal Height of Fixture: 25'
Halide
No. of Fixtures: 16
Additional Lighting: -n/ a-
. Plans to be submitted showing foot candle spread at property lines, per Ordinance.
SIGNAGE
No. of Signs:
-n/a-
Type of Signs:
-n/a-
Location(s): -n/ a-
Dimensions of each sign: -n/ a-
Square Footage of each sign: -n/ a-
Total Height of each sign: -nl a-
LANDSCAPING
. Plans to be submitted showing plant types, sizes, and locations
...............................................
I, the undersigned, to the best of my knowledge and belief, submit the above information as true
and correct.
~fJ.& .
Sig"Slture of Applicant
Development Services
Title
Blair D. Carmosino April 18, 2002
(Print) . Date
......................................
State of IDdiSlM,
ss:
Countyof~
Before me the undersigned, a Notary Public for ~ county,
State ofmtfSlM. personally appeared ~ o. t4A~ and acknowledged the
executio~ of the foregoing instrument this ~ day of ~, 200 ,...
My~~~J!4IJS
~tary~ .
s:\fonms\adls.app
revised 11/7/00
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DEVELOPMENT PLAN
APPLICATION
Fee: $500.00 plus $25.00 per acre
Preliminary
DOCKET NO.
~bliC Hearing ~td
- ,.,'-.m~~
- ee~lDa~~ 19";s'~
DocS
Checked By
DATE:
x
Final
Amended or Changed
Name of
Project: Hamilton Crossing Building #5 (Revised)
Project
Address: 1300 North Meridan (Preliminary Assigned Address)
Legal
Description: (To be typewritten on separate sheet and attached)
Name of
Applicant:
Duke Construction
Address:
600 East 96th Street Suite 100
Contact Person: 'R1$1ir n. r.$IrmnRinn
Telephone:
317-808-6179
Name of
Lando~er. Duke Realty Limited PartnershiPTelephone: 317-808-6179
Address: 600 East 96th Street, Suite 100
Plot Size: 5.47 acres
Zoning Classification: B-2/High~ay 31 Corridor
Present Use
of Property:
Vacant
Proposed Use
of Property: Two-story, 45,965 sq. ft., office building
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NOTE:
This application must be filed in duplicate and accompanied by: a) Two (2) copies
of the development plan which the applicant will be responsible for distribution
among T AC members; b) All necessary supporting materials.
The undersigned agrees that any construction, reconstruction, enlargement, relocation
or alteration ot structures, or any change in the use of land or structures requested by
this application will comply with and conform to all applicable laws of the State of
Indiana and the zoning ordinance of Cannel, Indiana, adopted under the authority of
Acts of 1979. Public Law 178. Sec. 1. et seq, General Assembly of the State of
Indiana, and all Acts amendatory thereto.
Signed:
&!l-"
I
Owner
Agent
(Typed)
Blair Carmosino, Duke constructio[J
(Typed)
County. State of Indiana, personally appeared
(name of person)
and acmowl4e execu1ion of the foregoing instrument this
/'1 iJ: day of vti-( .)4.iaJ2l
~~4-
(Notary lie Signature)
--A-Mj! {)JJ1)J,
(Printed r Typed)
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STATE OF INDIANA
County of -1U4~
Before me the undersigned, a Notary Public for 111t;~
(county of residence)
SS:
My Commission Expires:
";;" /11 / n f>
, (
s:\forms\devplan.app
Rev. Oct. 1995
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EXHmIT A
PAGE 1 OF 1
A LAND BOUNDARY DESCRIPTION OF
BUILDING 5 AT HAMILTON CROSSING
HAMIL~~~~oO~eopy~,,~~~
/. il 19
DOCS
A part of the Southwest Quarter of Section 26, Township 18 North, Range 3 East, Hamilton
County, Indiana, described as follows: Commencing at the northwest comer of said quarter section; thence
North 88 degrees 42 minutes 47 seconds East 710.01 feet along the north line of said quarter section to the
northerly extension of the eastern right-of-way line of Meridian Comers Boulevard; thence South 00
degrees 25 minutes 34 seconds East 486.53 feet along said northerly extension and along said eastern right-
of-way line to the northern right-of-way line of a 60 foot wide private road known as Hamilton Crossing
Boulevard; thence North 89 degrees 34 minutes 26 seconds East 401.00 feet along said northern right-of-
way line; thence continuing along said right-of-way line Easterly, and Southeasterly 160.70 feet along an
arc to the right and having a radius of 207.00 feet and subtended by a long chord having a bearing of South
68 degrees 11 minutes 13 seconds East and a length of 156.69 feet to the POINT OF BEGINNING of this
description: thence North 43 degrees 27 minutes 50 seconds East 351.72 feet; thence South 90 degrees 00
minutes 00 seconds East 332.62 feet to a point on a non-tangent curve, said point being on the western
145-foot half right-of-way line of U.S. Highway 31; thence along said western right-of-way line the
following two (2) courses: 1) Southerly 424.44 feet along an arc to the left and having a radius of 2,436.83
feet and subtended by a long chord having a bearing of South 04 degrees 55 minutes 26 seconds West and a
length of 423.90 feet; 2) South 00 degrees 03 minutes 57 seconds East 93.62 feet to the northern boundary
line of the Hamilton Crossing Building 4 site; thence North 90 degrees 00 minutes 00 seconds West 474.38
feet along said northern line to the eastern right-of-way line of Hamilton Crossing Boulevard; thence along
the eastern and northeastern right-of-way lines of said Hamilton Crossing Boulevard the following two (2)
courses: 1) North 00 degrees 25 minutes 34 seconds West 113.45 feet; 2) Northerly, and Northwesterly
164.46 feet along an arc to the left and having a radius of 207.00 feet and subtended by a long chord having
a bearing of North 23 degrees 11 minutes 12 seconds West and a length of 160.17 feet to the POINT OF
BEGINNING and containing 5.470 acres, more or less. The bearings in this description are based upon the
north line of the Southwest Quarter of Section 26, Township 18 North, Range 3 East having a bearing of
North 88 degrees 42 minutes 47 seconds East Subject to all easements, restriction. and rights-of-way of
record.
ExmBIT A
PAGEIOFl
C:\Documents and Settings\bdcarmosino\Local Settings\Temporary Internet Files\OLKIBO\BldgS.doc 4/19/02 2:48 PM
Prepared by Woolpert lLP
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Hamilton Crossing V
June 2002
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REUTY COfH'OIUTIQN
Hamilton Crossing V
June 2002
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SCALE: 1/4~ = I' . O.
Hamilton Crossing V
June 2002
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DESCRIPTION
SPECIFICATION FEATURES
McGraw-Edison's Galleria
combines beauty and versatility
to make it an excellent choice
for architects, specifiers and
contractors in today's energy-
and design-conscious
environment. An aesthetic
reveal in the formed aluminum
housing gives the Galleria a
distinctive look while a variety
of mounting options and lamp
wattages provide maximum
flexibility.
APPLICATION
Aoo.Housing
Formed aluminum housing
with stamped reveal has interior-
welded seams for structural
integrity and is finished in
polyester powder coat. U.L.
1572 listed and CSA certified
for wet locations.
B...Ballast Tray
Ballast tray is hard-mounted to
housing interior for cooler
operation.
Coo.Ballast
Long-life core and coil ballast.
The Galleria achieves superior
light distribution by utilizing a
seamless reflector system,
making it the optimum choice
for almost any small or medium
area lighting application.
A
B
C
D
E
F
McGRAW-EDISONe
D.ooReflector
Spun and stamped aluminum
reflector in vertical lamp units,
or hydroformed anodized
aluminum reflector in
horizontal lamp units.
Rotatable optics standard.
E.ooDoor
Formed aluminum door has
heavy-duty hinges, captive
retaining screws and is
finished in polyester powder
coat. (Spider mount unit has
steel door.)
Foo.Lens
CO-COp
GMGALLERIA
175-1000W
High Pressure Sodium
Metal Halide
...tRCHITECTURAL
I?~ ~REA LUMINAIRE
, ~1~~Jn
" " \'-7/<:;; Lif'g;..
. 1f} ,~'@J
DOCS
DIMENSIONS
r FIxture A B C
MedIum (/11./ 14112 ~ 1112
emm, 3&8 19 38
Arm Mount
A rg
BF
~ I LE,:::=l.l
D
E
F
COOPER LIGHTING
D E F G H
3112 19114 21~ Sor14 1SorlS
89 480 li52 152 or 356 361 or 408
Spld. Mount
ENERGY DATA
CWA I18JIut Input W_
175W MH HPF 1210 Watts,
2SlJW MH HPF 1295 Watts'
2SIJW HPS HPF C300 Watts,
400W MH HPF 1455 Watts,
400W HPS HPF 1465 Watts'
1000W MH HPF 11080 Watts,
1000W HPS HPF 11 100 Watts,
ADH99Z010
~
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~
PHOTOMETRICS
5
GMGALLERIA
4
3
3
3
2
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2
3
4 3
02345012345
GM.1 GM-2
GMA401291D GMA401292D
400-Watt MH Type I 400-Watt MH Type II
4O,GOO-lumen Clear Lamp 4O,OOO-Lumen Clear Lamp
FooteaRdle Table
Select mounting height and read across for footcandle values of
each Isofootcandle line. Distance in units of mounting height.
MountIng
HeIght F"'*-'dle Values for
GM-la2 ~Unes
ABC D E
20' 11.25 4.50 2.25 1.12 0.56
25' 7.20 2.88 1.44 0.72 0.36
30' 5.00 2.00 1.00 0.50 0.25
35' 1.56 1.18 0.79 0.39 0.19
40' 1.28 0.96 0.64 0.32 0.16
MOUNTING VARIATIONS
5
4
3
4
3
2
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2
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GM-4
GMA40129AR
400-Watt MH Area Round
4O.000-Lumen Clear Lamp
FooteaRdle Table
Select mounting height and read across for footcandle values of
each isofootcandle line. Distance in units of mounting haight.
MountIng
Height
GM-3 a 4
4
4
2
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2
3
o 1 2 3 4 5
GM-3
GMA402293D
400-Watt HPSType III
5O,ooo-t.umen Clear Lamp
20'
25'
30'
35'
40'
FootcandIa VaIws for
Isof_ndIa Unes
A B
4.50 2.25
2.83 1.14
2.00 1.00
1.47 0.73
1.12 0.56
C
1.13
0.72
0.50
0.37
0.28
D
0.56
0.36
0.25
0.18
0.19
E
0.23
0.14
0.10
0.G7
0.06
2
2
2
o
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2
3
3
4
o 1 2 3 4 5
GM-5
GMA401293V
4DO-Watt MH Type III
36,OOD-Lumen Clear Lamp
FooteaRdle Table
Select mounting height and read
across for footcandle values of
each Isofootcandle line. Distance
in units of mounting height.
MountIng
HeIght
GM-S
A
30' 2.00
35' 1.47
40' 1.12
Footcandle Values for
Isofootcandle Unes
BCD E
1.00 0.50 0.25 0.10
0.73 0.37 0.18 0.07
0.56 0.28 0.19 0.06
- % -' J. .!. +
DirKt Mount Arm Mount Arm Mount Arm Mount Arm Mount Arm Mount
2 C!P 180" 2 C!P 180. 2 C!P 90. 3 C!P 120. 3C!P9O" 4 C!P 90.
(Requires 14" Arms) (RequIres 14" Arms) (Requires 14" Arms) (RequIres 14" Arms)
.
.. II-
Post.Top
Direct Mount Arm Mount
Single Single
ORDERING INFORMATION
SAMPLE NUMBER: GMAZS129ZD
HousIng SIze
McMedlum
Voltage"
1.12OV
Z-208V
3-240V
4-277V
Sa4BllV
t-Multl-
Tap
wired
277V"
&oTriple-
Tap
wired
347V"
OptIons (add as suffix)
F-5ingle Fuse 1120. 277 or 347Vl
FF-Double Fused (208. 240 or 480V)
EM=Ouaftz Restrike with Delay
(Also Strikes at Cold Start)
R.NEMA Twis1Iock Photocontrol
Horizontal ReceptaCle
FT -Forward Throw Qoo(luaftz Restrike (Hot Restrike Only)
HorIzontal HScHouse Side Shield
AR-Area Round YS-VandaI Shield (Arm Mount Only.
Vertlcal 400W Malcimum)
AS-Area Square L-Lamp Indudad
Vertical
RW-Rectangular Wide
Vertical
IV. Type 01 VertIcal
MountIng Melhod
A..Arm "
B-Splder for 2
318" 0.0. tenon
c.spider for 3
1/Z" 0.0. tanGn
AccessorIes (order separately)
MA1004-14" Arm for Square Pole. 1.0 EPA
MA100s-6" Arm for Square Pole. 0.5 EPA
MA1006-Dlrecl Mount Kit for Square Pole
MA1007.14. Arm for Round Pole. 1.0 EPA
MA1008-6" Arm for Round Pole. 0.5 EPA
MA10CJ9..[)irecl Mount Kit for Round Pole
MA101D.slngle-enn Tenon Aclapterfor 3 1/Z" 0.0. Tenon
MA1011-Z@18O"TenonAdapterfor31/Z"Tenon
MA101z-3@ 120. Tenon Adapterfor 3 1/Z" 0.0. Tenon
MAl0tl"@9O"TenonAdaptarfor3 1/Z" 0.0. Tenon
MA1014-2 @9O"TenonAdapter for 3 1/Z" 0.0. Tenon
MAl015-2 @ 120" Tenon Adapterfor 3 1/Z" 0.0. Tanon
MAl01S.! @9O"TenonAdapterfor3 1/Z" 0.0. Tenon
MA1017-5lng1e-arm Tenon Adaptarfor 2 3I8"Tenon
MA1018-2 @ 180" Tenon Adaptat for 2 318" Tenon
MA1019-3 @ 120" Tenon Adapter for 2 318" 0.0. Tenon
MA1029-WaIl Mount Bracket with 10" Arm (Specify color)
MA1045-4@ 90" Tenon Adapter for 2 318" 0.0. Tenon
MA104ll-2@9O"TenonAdapterfor2318" 0.0. Tenon
MA1049-3@9O"TenonAdapterfor2318" 0.0. Tenon
MA1081-H_ Side Shield (field Installed)
0A101"""'-ntrol-Multl- Tap
OAl027-PhotocontroI-48OV
0A1Z01-Photoelectric Control, 347V NEMA Type
Catalog Lemp Lamp BeRast 1JpeI
NllIIlM' Wattage 1YPe/B8S8 Poww FlICtor Voltage Size
Arm Mount (Order arm separately)
GMA25129XX 250 M
129 400
For 2
250 CWAIHPF
GMB40l29XX 400 MH/Mogul CWAIHPF
~ Mount (For 3 1/'Z' 0.0. tenon)
M 129XX 250 MH/M~I CWAlHPF
GMC40129XX 400 MH/M ul CWAIHPF
N01B: 'Ann notlncluclecl.See_
"1lequInIo __ onwlopo BT-371amp.
. A111ompo... ..........-,1.Impo... not IndudecL
"Pnlcluct 1100 _In _lIOllogoo Iftd 50Hz far.......-....-. Consult -""" _biIIty Iftd onIorIng Infarmodon.
"_Top_10 12WZ01l/24W277Vwlrod 'D7V. Trfplo-,._Io lM77I341V_3411L
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CWAIHPF
cw.
EPA
Net wt.
(Ibs.)
ShIppIng
Volume (cu. ft.)
5.3
5.3
8.9
8.9
8.9
8.9
Colan (add 8S suffix)
_-Bronze (standard)
AhGrey
BK-lllack
WH-White
~Ughtlng
NOTE:~oncId_lUbjocttD""'_notlco.
VIsIt our web site at _.cooperIlghtIng.com
Customer Firat Center 1121 HighwaV 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 ADH992010
MuItl-Ta
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Medium 2.4
'um 2.4
64
64
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Multi-TaD Medium 2.4
67
67
Multi- T8D Medium 2.4
Multi- Ta!! Medium 2.4
59
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GSAI0Z19XX 100 Hl"S
. GSAJ5219XX l:iO BPS
....,>GSAIOIl9XX 100 Mn
GSA17129XX 1'7$ MIl
~...... Mount (for aw emOD)
GSJll021'XX 100 HI'S
GSBlS219XX 150 ID-S
GSBJOJU"" 100 Mil
C"'.sJll'lII9XX 17$ MJi
-o......~............ a..". BaIo..... (..... (''''''''''' N1IIIIher 1.GfIc)
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MMOO6 Dil'Ordl., Sq11.... "pIe
MAlOO'J lJ~ Rei. NIIII_ Pole
MAlO!l 6W Ann Illr Sqaaro I".
MAl02Z ". Ann lor ROUDd No
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MAIOl4 9" A1'al tal" R"lI~ Pole
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BY SlIvflr
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Cooper LIg""ng HID P.O. 110)( 820B24 VIdcsburg, MS 391 B2-0B24 601.8;38.1622
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BUILDING #5
HAMILTON CROSSING
13000 NORTH MERIDIAN STREET
CARMEL. INDIANA
APRIL 12, 2002
OWNER:
Duke Realty Corporation
600 East 98th Street, Suite 100, Indianapolis, Indiana 46240 317.808.6000
CONTRACTOR:
Duke Construction Limited Partnership
600 East 96th Street, Suite 100, Indianapolis, Indiana 46240 (317) 808-6000
_WOOlPERTLLP
~ ~...::-
48268-4192
317.299.7600
'MX>llI!RT FAX: 317.291.6806
DOCKET NO.66-02 OP AMENO/AOLS
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DESCRIPTION
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I GENERAl. NOTES
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I LOCATtONS ACCORDtNC TO 1H[ BEST AVNl.A8lE INF"CAMATIDH. ntE
CONTRACTCR SHALl. 8[ AESP0NS8.t tOR [)[TERMNNG 'DtE EXACT l0CA1JON
at TH[ boS11HG ultUtES 1HJ A[PAIRIN; AMY OAIIAGl; DONE to lH[
UnutJ[S DURtNG PRtJ8IHG OR CONST1tUC1tON. TO OBTAIN FInD LOCATlONS
or EX1SlING UNDERGROUND UTlJ11E5, cALl INDIANA UNDERCRQlJNO CASlE
lllCA11ClIt l-000-JOZ-5$44,
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I :r. CCIl1llAC1llR SHAU COORllINA1[ _1H U1UTY CCIlPANlES FOR 111[ RnQCAtICN
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, USED BY OWNER OR OtHERS. DURING 0CCtIPttD HOURS. EXCEPT WHEN
. PERWlTt[D BY 01HER$.
13. DOIClI.J9I AND CXU't.EltL Y .MOVE FROM SlTL ExISfINC tIrfO[R(:ROUND
UnuTIES INDICATtO TO It REWO~. tOOROINAtt.1M U1ftJtY COMPANIES
FOR SHUt-OFT or SERVlCtS. .. LIN[S ARt AClI'<<.
... ALL COSlS JNCURRtO IN COORDINAnDN or ALL NEW U.....1T 5EJNCtS SHALL
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Rt:SPCNS1lllJTY,
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I 1M! SI'It AND DlSPOstD or tN A LEQAL UANN[1l UNLESS 01HE.QISE NOltO.
I 1. REMOYAL (I m5nHO CCNtAElE AND ASPHALt PAVEVOIl ....i.cA1D) ClN PlANS
5Jf..u. INClUOf AU. AGGMOATf MSl Nfl) SUBCJlADE MAltRIALS. SAWCUT
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10 LINt. REMO\I[ H.1 NON-DRCAHIC CR TalOC MAnER THAT WOIA.D
...RrtAE .m PRCPOSED PlANT MAtERIAL
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STORM srW[R
STRUCTURE NO. STRUCTURE TYPE
'''lET TYPE "['"
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END S[ClION
CASlING TYPE-
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1. SANITARY SEWERS AND APP\JRTtNANt'[S SHAlL BE CONS'mUCTED ACCCRDIfC
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3. =~m:~Ay.A."=~T~~~ ~~~ TO
AS"'" C-478.
4. ..ICIN1S BE1lIttN PRECAST SANITARY UANHOU; S[ClIQNS SHALL CCNrORIt TO
AS'" t-44.:5.
a. SANlTAR.., S[1I[R ptp[ AND n1l1NCS YAY BE: [l1HB "Ye mAT CONFORIIIS
TO ASlII 0-3034. $DR 35 ..TH It MINNUW au a.A$SIf1CA11(It Of'
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.. SANITARY SEI(R PIPE .(JOITll SHAll. CllNFORlI TO LOCAl SANIT.... SE_
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=-.ic~~~ ~~=w~t::..~~~ tHAT
PARtiCULAR SPAN.
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'2. nno Tl.E _It..., SHAU lIE REPlACEO _lOR CXOlNt1:TED 10 M
STORM SEllER S"/S1tII.
'1 SOl SLOPES j;, (II: CRtAltR WILl. DE SOOOED OR STA8lIJl[1) Wlm AN
lROSaON CGlTROL. 8I.ANCtT.
,.. AU. EARlIP AREAS D1SMllIEO emma CllNSlRUCTllIl SHAll "AVE
_ SEEOINO AND lIUlCH1NC.
f&, Sl.T f'OICI AROUND StRUCTURts IN PA'4MENl ARtA ARE TO If INSTALlED
PRtClR TO PA'dNG ctNSTRUCT1ON.
,.. GRAHtA.AR BAOCFU. RtQUREO FtlR All PtP( UNDER PA...uIEJrrft MD 'M1HIf
5 F'tET f$ PAVEMENt.
17. 11<< CCIN'lRACTOR SMAll. . AtSPONSeU: TO PR<MDt AT lIS EXPENSE All
AUTOU08R.[ AND PEDE$tRtAN TRAme CONntOl DE\tCt$ RECMRED BY rtDERAL.
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'. m . :
CROSS SEClION
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
.;.
.
...
1i
i
'"
'"
on
,.;
;3
~
U>
U>
'"
on
"
~
t
6
If)
-;; --_.-
I 1/4" H.A.C. SURr;Q
r'HAC.I\lNll(R
r' COlIPoCTED NlOIIEGA'It f53
.- COUPACftD IlGCREGAlt '2
stOCI< 110.
I
1703-507
703-!5OlI
KVA WT. A. B e 0 L U N kVA
150- 5100 58044" ~ , 2 I , 1 1 1M-JOO
'703-~7 10,100 84 84 44 20 9 15 19 1/2 M>>O-1000
, 2. 84 1M 18 17 3 1
AU. DIMENSIONS ARE If INCHES
REGULAR DUTY
TYPICAL PAVEMENT SEcnON
NO SCALE
=.,m to/IO
WIIlEr_
COIII'OCIBl _ II"
~'T"'Boffl::- AT
I.) ~"'f"lhlO.a.
"'~dff--
3.)~~
INTEGRAL WALK AND CURB
NO SCALE
,
,--I _CURII_
~~~ ,
I tME_POIIII'OFtME_ I
: gme_""rllCA~"":rn.~~ :
~_~______________J
CURB MODIFlCAnON AT ENTRANCE
NO SCALE
toPSOIl
COMI'OC1(O _
- '
I.) rR'J',olIf>>, SMM1. II[ PUlCED MIlf _..... to
2.)~~"IIDf__AT
3.)__to__.,OO'_
COMBINED CURB.& GUTTER
(TYPE II)
NO SCALE
I I/O. H.A.C. SURrM:I:
2. tl.A.c. 8INIJ[R
ASPHALT WALK
PAVEMENT SECTION
NO SCAlE
t 1/.- MAC. SIJRDCI
.- HAC. 8INtlER
)- toMPClED ACCAECAtt 153
5' CQIPIICtQ) _CA'It '2
COIlP.ocmI SUIlOIlAO[
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
CONCRETE STOOP DETAIL
NO SCALE
EXTRUDED CONCRETE CURB DETAIL
NO SCAlE
-
IIOlISl I.) fIR'J' I~. wu. 81 I'UClO MIll' 2Il' ..... to
2.)~~Ml_~_AT
3.) """"""'" ......, to _ PlJlCEB . 100' _,
COMBINED CURB & GUTTER
(TYPE III)
NO SCAlE
O. __ IlIICI<RL
COMIW:1ro >>10 lIEU
OR-.> SII\lGllIIIl[
-
I.)~ J:.,-o"va&.~
z'),~~~rc'
CONCRETE WALK DETAIL
NO SCALE
~
~
\.
NOm
il H~dtD a
S'-a" IlEl1IEEll ~
<:ONl1lCll .RlllfIS ~
11.000 SlAB
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
7&'
C STONt 0EPlH)
,....,
Fl""
I
I
Dtke
CClflStIUCtIIll
IlIOflIIl__
_lID
5=i--
- --
,.. --
..
.~ g I()
00 0
a.~:g ~
JE- 0_
-'4DcD~~(7)
t-.,g=-,....~
ffi~ &"oi~
~ goo g:..,
o ~.2~":"
~;::~~;;~
F~I
II
II
~~
6li
I ~l!
!!
~ N
C ~
~ ~ >>JI >>J~
J~ J~
tJ
~w
z~
- (J)
It) CJ) <(
CJ)Zz
.... o~<(
CJ a:QCS ...
oC:::Z :(
z w-
e . ::::E . ...
Z ...J W
..... o:x:w Q
5 ...I--:::!:
0::0::
ED .JO<(
:iZU
c(O
::E:8
I")
. flI 13 _
----
OW-Job'
I'VE .- .....-.
59866,01
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150-1500 KVA
NO SCAlE
t, ~ :~.; .!'[~. .~~::=.;:'7~':'":. .:~t
...
CONCRETE WALK SEcnON
NO SCAlE
-
_ . I. OR
ASS ""
PI..6.N
--~
50'
. '"
~~
PROFILE
II01t:
I. smc SIZE SMM1. COIIFORIl to _ M
SIZE " II 1/2. to J ./2' DlA.I.
2. ~ 2' SIONI: tOP llIl!SSI'IQ._
IS REQUEStEO 111 _ICIlY.
TEMPORARY CONSTRucnON
ENTRANCE DETAIL
NO SCAlE
........... SHAU. ll[[l ~ nO! COllES AND
LOtIt. WATER U1ftJJY SPtaFlCATIONS
1~Rf:o'll
I~
\
.....
I COle =
I CONe. P'"
- Y?"~rt.mA
FIRE HYDRANT ASSEMBLY
NO SCAlE
(SEE BELOW)
~:T'
.' - 0" ....
~ I f'- FWOA
r.........
~ '.
;.!:
--"'\
~-:J, -'--
~~A ~~
f '-.' - r--lUJlIIO-
.
\ 1'\'1: '-!"G' mY. AS
$HOWNINP\HS
ClEAN - OUT
NO SCM.E
~.~'D.\~ ;
F"~::=S .
.._~ ~:
.. -; ":: _'l. ". .':::1
PIPE CONNECTION
TO EXISTING MANHOLE
NO SCAlE
E
~
.;;
N
o
c
"
f lfAlml (II
su.uc SlnIrM:t
CllNCM1t CUIlIl
g
~
,
I
U
.f!
-0
a.
!
G
E
G
:c
o
,.-- r-
~ .;3~{'~ {{,-
.___ .~(U~~! !
~~~J'W"~::;~ ;.>;.;. ,.--
. ':~. ":~.: -: '~
IIlDUSl1lY
~
I ,- .. SlW'[D BOTIOM
,....) c....)
~
!
l
t
;;
"
to
to
co
..
If)
"
~
,,-
'"
'"
'"
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If)
"
i
~
,,-
o
If)
1:i
~
STAN
D.0.1.
""""
OISTAlIA_ IItllIJIREO: 80lN
=:oc;.':ib.c~~1S
DEPARTUDIT OF' 'IRNfSPOfn'A'OON.
PIPE UNDERDRAIN
(TYPICAL INSTAlLAnONS)
NO SCAlE
=r..ur-~
3bJ'Wxl.5
CONC. COUM
11IlISH_
SlE unurr _
-. __It"
__ID
I/~
~~
~.
~6
:f CO! ltSS {Fd ="~
~""""2i'9i~ :.:INDOlPA_
~OR"'m. j.~::'..~:";.!:'C';:..:i"~'-::P-
IN M: PuBuC RUn-oF-WAV ~:~:'!'~~~:?l:.:~:~ii
./ K'.;~:~,y::",,:; I,r (lilt)
~~'..../6J~t}~';'~~:r I~OR I
~~ ~ t~T ~~ INTO
~ .;(
. '''; ~-::;~ 14-
LEGEND <'~,
80-__ _
0- - - ~:r""'"
4-=r~_
~~
PlASTIC PIPE (PVC & HDPE)
TRENCH DETAIL
(WmlIN 5' FRO~ ~ OF PAVEMENT)
:-."'C~::;:
W~;:.. ~,",;:":,-,~:<:;:.:.,.~,;"
~ @e;'lI~-
'0 OR>;~i!!I I. /.1Ie
- <..~:.
DEPTH OF BEDDING
MATERIAl BElOW PIPE
o ~
2"""- S1W.l.tR ).
y;f'1O f<f' "
II' . lNIClA .'
"
i
SlOPE CHECK
I
DITCH CHECK JOINING FENCES
POSr ~ r=c-
Dtke
........"...
IDIlEall__
--
5=1- _411
- -
r.: _
Q)
'o~ g It)
" 0
.- Cll)
~~-g It?
::l~-:",8;;;
...-o~~~C'of
lk: a 0 of- . '"
w~o.IO>~
~ g Cll) l!l'"
8~ .!!~...:"
~;:::~~;;;~
F..J!
II
n
M,
~G
H~
3 ~ II!
1II ,-.m -J~
I~ 13
tJ
c)w
ze:
en(/)
It) (/)Z~
.... o:::!ct
CJ a::Qo ...
oO:::z 4i
z w-
e :!: . I-
Z -1 W
-' o~W Q
5 ... ~
a:: a::
m ::!~()
:e
<(0
:c8
I')
~
""'l~I'KU~~
': !.r2u :)
~.... ~
~~
Uno.... - $h~
C601
100/13 _
--....-
OW-Job'
AlE .- -.
I::OAAA n1
4lI'~
..-
\W'It
r-- IIULDIID -
\ IIMIlT mY, AS
'-~DlPUItS
CLEAN - OUT
NO SCALE
:~.~;~, <i:;':~:~;,~:
'~h 24' . ;
{'!,~: ~7f;i'.;~
-
0UIln PIPr
-
r~"'"
.', 1- ..
I
...
\.....
"
,'.
<. ~
- ~:~.. ~.~ 11
... r:,:,,,,:;:,T;~:.~::::::!
:0.::,.. ~::;':':.:::.~.!";... 1
IIll11:fI'_._Clll
_.~
INLET TYPE -A- (TYPICAU
(12" m ~PIPES)
:( : ',"';'~".Jo! -1:
:=f ;;~
-..
I==~
CU1I.E1
-
.:
..
:'~ 4:.~ <t" ~..4 .~ :"...'
'" r~ ..- fDII
LL- - 1YPE
i"'~~
[t.. ~~
=1 ::";,::~)<>..;;. ,
1171!& :;'::'.':' c. ~;
INLET TYPE eE"
NO SCAlE
. .,,'
"! .:
......
--
....... SUR - l/r PO _
STANDARD MANHOLE BENCHES
NO SCAlE
Ml.IUS1DI _ AEO'D.--.
1 ~...2!:..j .I:!J~ L~=CO: OR
lI-'1T \V ----
,'.3 ~ ==-~~caIFDIlItlO
.. .~ o..-.__AU.__
.... . - - __ caIFDIlIt 10 U.T.'"
. '-1I.RSl[P =~.:f~~~
. _____Ir
- 'i ~~=F-Clf'
.' . 0'-<1' Y ~ ::....~.~:::""...:.""=
M1N ;; . ,. -..c. TOP t:IF CONE 10 CASTIllO.
~oW' POI .: ii I+I~I
rr ...
r > .",
. ~ .L H"(\IN.)
~ ~ / ' L--- rlMmo co.-
_, ~ ~ r 0"''''''
"I Ir:. '., .... :" .;~. h .: h
)\.;--X" "';. ~ ~..
-~
_ -.cJI.I
SECTIlN
3" ....
cuss ',r tllNCAm:.../ /
,. BAAS . ,r o.c. BOIH ...~ ,
.. 12 S1DNE
MANHOLE TYPE "C'"
NO SCAlE
r~--TAIU
/ FOIl T'fPE 01 CASlINC _
ClMR CAP 0-_ GASJCtT _ AU.
UST -.... STtP \t5 .~. ~ j ~,=
'"' AI'I'AlMll [CIIW. ..... IlI1'I1. _ .. ~
L "llIit"' 0 IIOCIl PI.AS1DI ..._ "o'.
'. c- .: ; I 1/,,, .... ,_ _ r
- 'i- iiG---'-'-
: ":':'.
- -.au PDl-..., tl
AStlO C-7. .__ .:. ... n........ ....... ~ ~I
, ; ,ibl
:.;:~'r~.cl'
i :(~A.IO-
l"~';':;:';' .~. :~'.~ ~.:.,~.'. j"..'
:<,.
I c._X \, "-,. - ...
--l ~- D.c. II01H WAYS
II SlOA[ _
HIJUSl[Il _ R!O'D."
1/2G+r'+
_ WMJ. ~
\
MANHOLE TYPE H.J.K.L.M & N
~~
~
1YPE "G" ... ::'" ~~
H "-Jl'" ",'
.j 4 -31 eo- 33
K -.w )8-
L -,.... ...
.. -72 t "
N -841 n
LEGEND
... " - .......
o - INSID[ llIOIIEI[Jt
4-_11F_
IMJERW., SEL.OW APE
-
~~~
~~
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
(GREATER nw. 5' FROM EDGE OF PAVEMEN1)
NO SCAlE
5' OR usa r'rX =-J.l!.m.
~ I ft"fCjfUNDER PA\'DIENf
%:"":"",,,,:2$,1.;'+"
.' .~.. . ~: .0', ," '.~"" ..... .
~OR~.~... . ,.:"...."..,.......,-",..c
IN 1H[ PUiLlCRIGHf';Cf=Wiy ;~~!~:~ :.,,~~.."~.
- ~gaw. -< ~~lr~~j:~~~!f
"'o~a <0:.":- ".-
~ ::~~ 8"
DEPTH or 8EDOING
MATERIAL BElOW PIPE
o ~
zr"- ''''lUll o'
W 10 10' "
....1JlIItOI:R ,-
....-. '.. d
LECDlD
-
~:r""'"
~~
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
(WmflN 5' FROM EDGE or PAVEMENT)
NO SCAlE
80 . OUYSIDI: IMMEItR
0"1IISID[~
4 - 21f&.r~
~__5' ~=-clll-
;:fI-I."(.,",,,,,+
~OR-'S~ .:..,.-~,!,-:;i:.~, R[CWIl
IN 1HE PU~-OF-"Y ..t.~,.:':':., \:,.~..'\-~. IW*F1U.
{:..;..... "i'-:.:.,:.~.:#_::-":'
~1'..r'i":';''''-:''; '2" (IIDL)
~G
sic . 0U1'SID[ DIMI[ItIt M01II
o " - DIOIIm:A !!I.., fll!2IIL"!!I! L""'It.JIOftJ.
d .. DlP1M OF BI:DDItC fO"1r'"W:NCiD ""
MA1'tRN. snow PIP( A ......L~.
It'-h~1<<
PLASTIC PIPE (PVC & HOPE)
TRENCH DETAIL
(GRrAltR 1Iw. S'~~ C1F .....VbIENJ)
::--;< I ~
..!J!!!
.~.
_ i
~ra fRENCH I
!
~
.' . .. 1IIDCM lllISf" 01 =.f'~11[-TH!:OR,rt
SILT FENCE DETAIL ~::'.ln.o.~WI1H
NO SCAlE
~ ANCHOR BOlTS
, ~
GIIDUT _ IOlT 10 ~
PROt1DE WAtERnOm SPt.
;.. "0.
em "'-"'5)
--
I....: rCO"C1I~lPIlfl.}"A RIlll
":... ',(.t";
,;..;;..;. :"',
CONCRETE ADJUSTER RING
NO SCAlE
'!!:.!!"-
:, <!..~- - -------
. ,WA1Dl ..... m ~../ {'...1tA
D..!"~'t,..tt..f"~...--J r=:"d.
I Ek I \ ,~.
, ,0' (lolIN.' .0' !IIN.' '~I'{
I SANfAR'Y' OR ~ ~;T(lR WIN !. trS \..~MJ OR
2' 51""" ....t., , ~~"L{'~ STOIlII S['N[A
0.0. + ,'~q::::::i- \ ~.
-(1'rI',)~ .
~~"""". _"1[0 _J ~FLDar COUI'UIIC OIlllOAl'T[1l
FlElllA.[ COUO\JIIO CO! - \...CONC~ CllUNl
; CONCRtlt COUM
./ .AttR NMI
MINIMUM CROSSOVER & SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS & STORM SEWERS
I
\
,
NO SCALE
:~
~.
T1PE NO, 1
lYPE NO, 2
~
I
i
~~~~
CLASS "ll' CONC1l[T[
lYPE NO, 3
1- 51.01'[
I/PI" PER rOOT
----I
::t' , ... au \ - SlOI'[
, .......... r '/8' .... """
-
_V~~N.L
~,. .: - SECTION
. ,SIMA lINN
=.l~
..,. ........
lYPE NO, 1
TYPICAL CONSTRUCTION FOR LATERAL CONNECTIONS
\ TYPE\2&3
NO SCAlE
ELBOW
~vt:-;..-
~. .....
. c. ':". . ClASS "ll' CONCll[T[
'. -~~".., ~.
1YPE NO, 2
,
=m. "'/'0
WlR[ FOlIAIC
COlIPi\C1tD SUIlCR>DE a"
".,....~. AT
t.) ~~I"olf;,
2.) ~~~ SECTIlN "'"
5.) ~[X'g,T'R~m.~ -
SECllON A-A
. . .r:~ . . . . . . . .
. . , . . . . . , , ......-. .... , . . . . . , . . . . .
. ..........'O' ..... ...~.. .. ...... .......... ........ ..
',. .
.' . .. " ':,' '~['
~'~4
. .'~ ~: :.'~. ~ ..
." , .... UI ".
. ".~ ". ~ :. .'
i..~~:' :~: .~/..{. :~ ~'.."; . ~.~.: '~~r'
". "t. ........... ,..8. '. ...
....}:i~;;>> ."~~"~': ~
PlAN VIEW
SECTION 8-8
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
IIIIII1111 1 IlITITIIIIIIIII{~:\'~
~I /IIIIIIIIIIIIIIIIIIIIIII~II~_ __
eor lRtt
F[NC[ 1TP( TO BE
FOIlRl'll[1O)
TREE PROTECTION DETAIL
NO SCAlE
E
~
.;;
-~
'"'
o
o
'"'
d
'"
>.
"
"
;;
~
"0
ii:
..
~
~
l'
o
>-
m
-~ POT
IlOUND PINIIS
SHRUB PLANTING DETAIL
NO SCAlE
~
o
Ii:
.;.
.
:3
~
.,
'"
0>
'"
~
"
"
<.J
""
.,
.,
'"
0>
'"
-;;;
"Ii
'e-
0.
""
o
<n
""
3/4. 8UOC R\II8tR HOSE
,.1. CItY. GUY JftRt
2' S>Il[I)ll[I) IWlIl'IOClIlllUl.CH
mn 1[[ ftNC[ POSr 24.
P\Nl1OlC _
TREE PLANTING DETAIL
Nn 'CrAJ C'
51_
~ _ ~ ~ ~ ~ ~ ~ _'".!!:!. ~ ~':.-DCT..:--..:-1lE.!::...
~Nt A _."'/1. 0/1._./. /.
~---B~---C----I
SEEDIC D-.//lI//I.--+
-----------------
~
-----------------
A - ~~~~~ ~ T..... FtSCU< -. ........ IMCIlASS 20lI
N'Ply MIXTURE AT A M~ OF 2 LIS. P(R 1000 SO.FT.
. . SPfl!IIC Ot\TS 3 BUSHn PER ACRE
C . lIH[AJ OR 1M 2 8USMU P[Il .ocRE
D - ~ IMCIlASS II LB. P[Il "'00 so. n.)
r - STRAW ....CM (00 LIS. P[Il '000 so.n.)
. /. /. "......... NttllDl IlUIIlMll JUNt, ....T. _ / 011 stPTDlIIDI.
.. IRRICAT10N NttIlOl FOR 2 III 3 wmcs llF1tR """-TlNO !IlD
NOtt: ..... SEEDIC ........ .- 12-12-'2 FlRIIJ2tR >PPlED
400-100 LBS. P[R IlCRE OR AS SPEaFm.
SEEDING SCHEDULE
NO SCAlE
z'd.... _ 51NttS
2 P[Il T1IEE """ "2 CH.T.
.... . '/2' HOSE UlllP
---
_1f1EIl""""",,
_51_
CRIIlf:
-.
__lIIllU.
BEIlRIiEIlA_orJtt'
_lHl_
EVERGREEN PLANTING DETAIL
NO SCAlE
M1I W/
I.OClCINC
-
wnom CN>
r--
, 801.15
Q.ASS eA- COfCRET[
STOP SIGN DETAIL
Nn !l;t'.AI~
~~
W~:
~~D
~
-.. 1# CONCRm II CONT"'" """ __ EUllll
_ II _ FEET RlQUlIlI]) "'" CONCRm THIIUST ~
SIll: m.: & ~ 2laW '~~
4- 2.D H 1..$ '.0 1.0
:; a:: i.D t8 ::: ;::
if: l~g ~ ,a 3:1 U
Ta" g;g Yl IU ,a ;:g
:g: tkg ::; ~ ;~8 n
J:; II:: ,~ a.i J!:3 H:8
W '24.0 175.S 1&.0 4&.0 24.5
U- tlse.o 237.0 128.5 ~ .13.0
TYPICAL THRUST BlOCKING DETAILS
NO SCALE
QIR8 END TAPER
...... Sl..OPI ,~,
CURB DID TAPER
PINt \IIE.W
~- !~-;
~'l ~; t
.'
SECI10Il _
~.-. (nPJ
t. . .:- . t
SECllOII B-B
.
.
.
ISOIIETRIC \IIEW
_.
,. - lHl __ II .... ~ SI1ll*JC __ lIIllU. BE 0UICUl 011 THE
~0Il~0Nl~~~"r--
I. CUIIlI CUt _ .w: III BE LOCATID os _ OIl 1Hl P\NG OR os 0Rl:IID.
3. _ PIICMIlED ., ML CllONUlS or snout .........".", _ _ II
.-osm __ _ CUII!I,
.. OFlHl_..-___BYA__
TO 1Hl ...- OF 1Hl _.
.. IE _ .... THE _ CURIlIIIXIUUD _ TME .......
.. IE WCEN 10 MStItE A. \JNIf'ORIiI GIUlDE ON IrI.L RMlF'S ..,. NO BRfMCS
7. ___
lHE_-'-_
SHOIJl.D _ _ _ OF ~ SfRUCII.IIE.
GUnEIl _ _ SIUU. lIE TNROUGN TME -.. OF !HE _.
"'" r..: 1Hl - sttIU.& wmt :&r ~ TOP or TJtt oIOIIIT
- S1W ~ USUlo sttIU. BE so l.oc.crtD os TO STIll'
SHORT OF 1M[ RMP C
,.. or__BE F8DCllOIIlIIIOOI!I____
BY1Hl_OF
..
t.
TO.
SIDEWALK RAMP FOR DISABLED
NO SCAlE
~~
': f= ~kS REQlM(O
~
t
t~
~ ounrf
(SEt DlTNI)
STOCKPIlE MATERIAl.
~
SUlPf: CMlCIl
Sill F'tNCE
)
STOCKPILE E.~C?~!ON CONTROL
VAlID.
I
I
I
I
\
i
'I'd' POST (nP.) .!,
___ FIlTlll F_'
ATT.ocHIlI TO ML SIOIS I
I
2'd' _ ~
IUT
2'd' (nP.)
PlAN - PAVED MrAS
,\
I
2'd'_ ~
1'\02' POST (nP.)1
__....... FILTER _
IlJtOC>C TO..u SIDCl
IN\LT
ElE.VAllON - PAVED AREAS
SIDE VIEW - PAVED AREAS
'"
> 0
... c l/')
00 0
~:.o 00
2"d' POST (nP.) ~oc ~
E-NO-
...JQ)0(7)~g:
_-TicMN FIlTER FMIRlC t-"O:':::_" .
1500,," or--
A"ACH[I) TO AU. SIDES ;;: <>. I Ol_
':) goog:'"
2-d- INItRIOR RONF'ORCDI[NJ <:> ~ .2 ~ ,..: x
ir::]~;;;~
F..JI
II
II
Ill!!
~~
pI
88
_ N
smr VllW SHOWlNC !NUT ~
ICOHSTRlJCTION ....r .. A8lM) N
~ II .~
() N .~
ao , r
Ii I~ J
T_SO
IIIUT
PlAN - CRASS ARrAS
EltVATION
CRASS ARrAS
SlOE VIEW - CRASS AREAS
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WAU<WAY LIGHT POLE FOUNDATION NOTES:
t, 3!5OD PSI .... 21 Mr COIlIPRESSM: ITRDC1K CCJrICR[tt WIIM ASIII Alt$" ctWJ[ eo REWORttD srm..
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WITH INSII.A1N) BOO'rS., OR [QUIlL
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StW.L 8l POURlD ~ UfDSftIRD EMtK.
.. nc raRM SIW.l IICUIIt MCMORIIO PIDI!iIDIIS .... Wll MI1D n II' Ii l.E.'tU. POSmON AT TIC PAOPER
b.rWmDN .. JItIIIlIN UNDISTlJR8[O IlURIC lie POURM MO WORkIC or tHE aJRCRElt.
7. 'IMl NICMDR BOlTS SHJU . SD WR'tDU.Y m 1MU' IDI' tBS 1NAN 3/1 II:If NOR IIIOR[ 1tWt , INCH
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t. M'ItR POURI<<J. 1M[ FORM stIMl IlDWM UICIBf\III8ED fat MJ1' t.m TIM 12 HDt.Ia. 1Mt DPOStD PCIthON
or 1M[ FOUtIWJDM StW.L . FIIEHED $IIID01M.
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~tt POURS TO PRtSEJM TNt CAIIPUS \AHDSCAPINC.
TYPICAL ROADWAY. WAU<WAY AND PARKING LOT LIGHTING
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.. A FORM !XItNDIIC Ii MIIDIIN t:I IS -=tel 0ttP $MML BE PRCMDED. H.L eaNtRm Bb.DW 1M! FORIlI
SIIJU BE POURm ICMrIS1 UNI:ISnRIb Pmt.
.. 1M[ nJRM SMfU. ...... MI:NOI8IC PIICMSI:IIS wtICM wu. MOlD If .. A LbIL PCISIDOR IlJ nc PACIPrR
D.lVA1ION Nil) REMtiIf UNDI51URBEI) DURIe nc ~ NCJ WOMIIC or TN[ CONCII[T[.
to. _ #INDIOR 1IDl1S SNIU. . SO' \GI'IDU.Y SO 1NQ ten' u:ss nM !II lOt to MCAE: 11M I DOt
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'1 ::"*~~,.... ~.:~ 0ENSnY - IS PeF NOTIFY tNCINttR aI.It1Mmy.
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SITE LAYOUT WITHOUT INDOT R/W
SCALE: 1"=300'
12.5.01
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BUILDING 5 AND BUILDING 6
DISCLAIMER
.. - _,"H".' _...'
HAMILITON CROSSING
CARMEL, INDIANA
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Duke
REAlTY CORPORATION
600 Eoot 96th street
SWlo 100
~~ IN 46240
Phone: 31 8O&-illOO
Far 31 806-6797
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