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BURGER KING
CORPORA liON
WEST CARMEL MARKETPLACE
CARMEL, INDIANA
CARMEL/CLA Y
BOARD OF ZONING APPEALS
DOCKET NO. 07050018 DSV
DOCKET NO. 07050020 DSV
DOCKET NO. 07050021 DSV
" ~
RECEiVED
JUt' i ;; 21'1"'
DOCS
June 8, 2007
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CARMEUCLAY ADVISORY BOARD OF ZONING APPEALS
Carmel, Indiana
Docket No.:
Petitioner:
07050018 DSV
Burger King Corporation
FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE (Ballot Sheet)
1.
2.
3.
DATED THIS
DAY OF
,20
Board Member
,
, I
./
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RECElVED
,J(f .
DOCS
Page 7 of 8 - z:\sharedlformslSZA appIications\ Development Standards Variance Application rev. 12/29/2006
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CARMEUCLAY ADVISORY BOARD OF ZONING APPEALS
CARMEL, INDIANA
Docket No.: 07050018 DSV
Petitioner: Burger King Corporation
FINDINGS OF FACT. DEVELOPMENT STANDARDS VARIANCE
1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the
community because:
The additional required parking spaces will not be used during normal operations.
2. The use and value of the area adjacent to the property included in the variance will not be affected in a
substantially adverse manner because:
Adjacent properties are all zoned for commercial use.
3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the
use of the property because:
The application of the parking standards will not allow the site to meet the building
and landscape requirements associated with this use.
DECISION
IT IS THEREFORE the decision of the CarmeVClay Board of Zoning Appeals that Development Standards Variance
Docket No. is granted, subject to any conditions stated in the minutes of this
Board, which are incorporated herein by reference and made a part hereof.
Adopted this
day of
,20
CHAIRPERSON, CarmeVClay Board of Zoning Appeals
SECRETARY, CarmeVClay Board of Zoning Appeals
Conditions of the Board are listed on the back. (Petitioner or his representative to sign).
Page 8 of 8 - z:lsharedllorms\BZA applications\ Development Standards Variance Application rev. 1212912006
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Docket No. 07050018 DSV
Statement of Variance
Variance Request from City of Carmel Zoning Ordinance Section 27.08: requiring one
parking space for each 50 gross square feet of building area.
Statement of Support
The required parking for this facility would be calculated as follows: 2,600 sq.ft. of
building area / I parking space per 50 sq.ft. = 52 total parking spaces
Burger King Corporation seeks variance from this requirement to provide 31 parking
spaces on site plus 10 drive thru stack spaces for drive thru food sales. There are 55 seats
planned for the dining room area of this restaurant. Applying the standard used for a
restaurant without drive-thru food sales to determine the number of spaces required per
seated patrons results in: (1) space per every 2.5 patron seats, plus one space per
employee per largest shift = 22 parking spaces for patrons and 9 spaces for employees.
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CARMEUCLAY ADVISORY BOARD OF ZONING APPEALS
Carmel, Indiana
Docket No.:
Petitioner:
07050020 DSV
Burger King Corporation
FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE (Ballot Sheet)
1.
2.
3.
DATED THIS
DAY OF
.20
Board Member
Page 7 of 8 - z:lsharedllorms\BZA applications\ Development Standards Variance Application rev. 1212912006
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CARMEUCLAY ADVISORY BOARD OF ZONING APPEALS
CARMEL, INDIANA
Docket No.: 07050020 DSV
Petitioner: Burger King Corporation
FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE
1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the
community because:
The additional area required for the Drive- Thru Order Menu Board will not obstruct or
prevent adjacent businesses from operating.
2. The use and value of the area adjacent to the property included in the variance will not be affected in a
substantially adverse manner because:
Adjacent properties are all zoned for commercial use.
3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the
use of the property because:
The Ordinance does not allow adequate area for Burger King to display the menu
items available for drive-thru sales.
DECISION
IT IS THEREFORE the decision of the CarmeVClay Board of Zoning Appeals that Development Standards Variance
Docket No. is granted, subject to any conditions stated in the minutes of this
Board, which are incorporated herein by reference and made a part hereof.
Adopted this
day of
,20
CHAIRPERSON, CarmeVClay Board of Zoning Appeals
SECRETARY, CarmeVClay Board of Zoning Appeals
Conditions of the Board are listed on the back. (Petitioner or his representative to sign).
Page 8 of 8 - z:\sharedllormslBZA applications\ Development Standards Variance Apptication rev. 12/2912006
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Docket No. 07050020 DSV
Statement of Variance
Variance Request from City of Cannel Zoning Ordinance Section 25.07.05: a maxImum
area of 16 square feet for drive-thru menu sign.
Statement of Support
Burger King Corporation seeks a variance from this requirement to allow the use of their
standard drive-thru order menu board. The requirement of 16 square feet would not
allow them to display all of their menu items limiting the type of business they could do
through the drive-thru service windows. The use of the standard menu boards will also
allow the customer to easily identify the items offered and make their selections in an
efficient and timely manner.
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CARMEL/CLAY ADVISORY BOARD OF ZONING APPEALS
Carmel, Indiana
Docket No.:
Petitioner:
07050021 DSV
Burger King Corporation
FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE (Ballot Sheet)
1.
2.
3.
DATED THIS
DAY OF
,20
Board Member
Page 7 of 8 - z:\shared\formslBZA appIications\ Development Standards Variance Application rev. 12129/2006
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CARMEUCLAY ADVISORY BOARD OF ZONING APPEALS
CARMEL, INDIANA
Docket No.:
07050021 DSV
Petitioner:
Burger King Corporation
FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE
1 . The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the
community because:
The use of the Burger King "Button Logo" sign does not exceed the maximum area
permitted for building signage.
2. The use and value of the area adjacent to the property included in the variance will not be affected in a
substantially adverse manner because:
Adjacent properties are all zoned for commercial use.
3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the
use of the property because:
It will not allow Burger King to use signage that is familiar to their customers.
DECISION
IT IS THEREFORE the decision of the CarmeVClay Board of Zoning Appeals that Development Standards Variance
Docket No. is granted, subject to any conditions stated in the minutes of this
Board, which are incorporated herein by reference and made a part hereof.
Adopted this
day of
.20
CHAIRPERSON, CarmeVClay Board of Zoning Appeals
SECRETARY, CarmeVClay Board of Zoning Appeals
Conditions of the Board are listed on the back. (Petitioner or his representative to sign).
Page 8 of 8 - z:\shared\lonnslBZA applications\ Development Standards Variance Application rev. 12/29/2006
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Docket No. 07050021 DSV
Statement of Variance
Variance Request from City of Carmel Zoning Ordinance Section 3 within a unified
development, West Carmel Marketplace Commitments: "a logo can only make up 25%
of the sign area."
Statement of Support
Burger King Corporation seeks a variance from this requirement to allow the use of their
trademarked "Button Logo" sign as the only signage on the building. The "Button Logo"
includes the words "Burger King" in the logo and serves as the signage for their
restaurants. The "Button Logo" is the corporate trademark and is used throughout the
country and is the recognized identification for their restaurants. There will be no
additional channel lettering or signage applied to the elevation of the building.
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ITEM # BK 0203 I
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STRUCTURAL VIEW
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FACE COLOR SPECIFICATIONS
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III - RED 3630-33 VINYL 2nd SURFACE
(2) F36T12CWHO LAMPS
(4) F64T12CWHO LAMPS
(1) SS 496 AT BALLAST
(1) GLR-8 FUSE AND HOLDER
(1) 20 AMP TOGGLE SWITCH
TOTAL AMPS - 2.5
CIRCUITS REQ'D. (1) 120V/20A
THIS SIGN IS TO MEET OR EXCEED
N,E.C. STANDARDS FOR
GROUNDING AND BONDING. AS
PER NEe 250.91 & NEe 600.7
GENERAL NOTES
RETAINERS & OR JEWELlTE TO BE FASTENED TO EXTRUSION WITH A
MINIMUM OF #10 PHILLIPS 1/8" X 3/4" SCREWS 1" FROM JOINT@MAXIMUM
SPACING OF 16" ON CENTER. FACE FORMING BEGINS AT EDGE OF VISIBLE
OPENING. FACE TO BE REMOVED FOR SIGN SERVICE BY UNSCREWING FACE
& RETAINER FROM FILLER.
SECTION VIEW
FLUSH MOUNT
.OBO ALUM. BACK/
LIGHT
ENHANCEMENT
PAINT
ITEM # BK 0203
... FEDERAL
... HEATH
ReYI~lon~
Otl'1erOl'tlCetocatioll$: Fiona Paul
AccourltRep:
Oc~anstde. Los Angeles -Las V~as.
Tacoma - Indianapolis.. U11I1O'Nbrcok I'r~ed Mana'l''' Cindy Chapman
EutesS. Houston - San AntonIo
COfpUS Christl- Milwaukee
Tunica - Adanta. Daytona Beach Drawn Sy Dennis Radtke
!kMir.gOuillit}'S.'gnageFCf~~ Client ApprovallOate: landlord ^/Jprova!JDate: FileName:
Project I location:
BURGER KING #
STANDARD
a.
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SIGN COMPANY
www.FederaIHeath.com
3985 Tampa Road Oldsmar, Fl34677
(8131855-4415 f8D01284-32a4 fax (8t3) 854-3037
Job Number:
This original drawing
is prD\llded as part of a
planned project
and is not to be exhibited,
copied or reproduced
without the written
permission of
federal Heath Sign
Company. LtC Of its
authoriled agent.
Da" 4-29-2005
Sheet Number: 1 Of
O,,'gnNomb'" T05135
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Item # DTMB-l
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Images@ 3871 Turkeyfoot Road
WEIGHT: 225 LBS.
VOLTS: 3.6 Amps. @ 120 VAC 60Hz
BALLAST: ADVANCE #RC-4S60-TP
LAMPS (48"): F48T12CWH.O. (QTY 4)
LAMPS (36"): F36T12CWH.O. (QTY 1)
. Erlanger, Ky 41018 . (800) 546-1513 . FAX (859) 342-2275 . www.lsi-images.com
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2. 3M HP WHITE VINYl # 7725.10
3. RED. GRIP GARD TO MATCH 'CARDINAl RED"
4. BLUE. GRIP GUARD #TO MATCH PMS 286 BLUE
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.,. Dwg\ USI\ Burger King\Pivoting Canopy 3/8"=1'-0"
I SALES K. Brown . IIDESIGNER M. Bauer I APPRDVED:
Note: This is an original drawing by Barnes Quality Signs, Inc. And submitted for your personal use In connection with a project being planned for you by
Barnes Quali Si ns Inc. And is not to be shown to an one outside our or anization n r is it t be se i d r r ... .
S.F.
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BALLAST
TOMBSTONE SOCKETS
FLEXIBLE CONDUIT
INTO A 1/2' NIPPLE
NOTE:
FACE GRAPHICS:
WILL BE DECIDED
BY: CUSTOMER
1/2' BOLTS W/
1/2' CAPTIVATED
NUTS ON INSIDE
PLATE @TUBE STL.
GRADE
ELECTRICAL SPECS
3'-0"
(02) F24T12CWHO LAMPS
(01) BALLAST SS 396 AT
(01) GLR-B FUSE & HOUDER
(01) 20A TOGGLE SWITCH
TOTAL AMPS - 1.5 A
CIRCUITS REQ'D ' 1 (120V/20A)
--1
H'-o"
DIAMETER
ALL ELECTRICAL COMPONENTS TO BE U.L. USTEO,
APPROVED AND MARKED PER N.E.C. 60Q..4.
ALL TO BE ELECTRICAllY GROUNDED PER N.E,C. 250.
ALL POWER SUPPUES TO BE FUSED PER U. L. 48, 28.2.1
GROUNDING AND BONDING PER N.E.C. 2SD-90, -92,-94,-96.
SIGN TO MEET N.E.C. AND U. L 48
STANDARDS FOR ELECTRICAL SIGNS.
GROUNDING & BONDING
AS PER NEe. 250-90 & NEe 600-7
L-
A
SIDE VIEW
FRONT ELEVATION
(1 lONE REQUIRED
1'-0' x 2'.1" D/F DIRECTIONAL SIGN
e SECTION VIEW
PRIMARIES AND FINAL CONNECTION TO SIGN BY:
CERTIFIED ELECTRICIAN
SCALE: 3/4"=1'-0'
D/F SIGN
., FEDERAL
II HEATH
rl:evislons
Othefotrl~Locaoons: R-l (3'-0' O.A.H. AND ElEC@l'-BElOWGRAOE) JCR 5-22,07 ^CC""'" Rev Fiona Paul
Oceanside. Las Vegas - Detroit R-2 '"J''' M,n'g" Katie Schroeder
WlllolAlbrook.JacksonvlUe
Euless - Houston ~ San manIa R-3
Corpus Chrlstl- Milwaukee R-4 "''''''By John C.Roberge
Atlanta - Daytona Beach
FileName:
EkHIdlng Qu.aIlry S1gnage For Arncrlcan BusIness Client Approval/Date: Landlord Approval!Date: FH-BK-23-77988-00
SIGN COMPANY
www.FederalHeath.com
12704 Dupont CIrcle, Tampa. FL 33626
(8131855-4415 18001284-3284 Fax 18131 854.3037
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SCALE: 3"=1'-0"
9/16" HOLE FOR
ELECTRIC
9/16" HOLES (2)
FOR 112" BOLTS
5/16" HOLES (4)
FOR RIVETS
I~I
. ~3'-r-3'~
~ 3/4"11 4-1/2" 113/4"
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MOUNTING PLATE DETAIL
SCALE: 3'=1'-0'
.063 ALUM. IN 2~~ 7-5/6" FILLER ~
P~~~EE\~~~ '" 9/16' BEND
AND RIVETTO -----.... I I I r ~ 3/6" BEND
.063 ALUM. ~ I I :/
u l : I
I-- 7-1/2:' ALUM. --I
Project/loCation:
BKC-DlCK SAMPSON
BURGER KING
MICHIGAN ROAD.,& HWY. 421
WEST CARMEL, IN
~
SLIP ON FILLER DETAIL
SCALE: 3'=1'-0'
Job N,mb", 23-77988-00
Date 5-21-2007
Sheet Number: 1 Of 3
Design Number:
FH-BK-23-77988-00 R-1
This original drawing
Is prO'v1ded as part of a
planned project
and is not to be exhibited.
copied or reproduced
without the written
permission of
Federal Heath Sign
Company. llC Dr its
authorized agent.
IC:l I::J I::] r::J I::J El I::J I::J If!:] ."""., IE!] I::J all] II::]
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3/8" X 101 /2" (F)
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1/8" ALUM RIVET
(RIVET PLACEMENn
1/8" RIVETS"(8) TOTAL
2 ACROSS THE TOP 16" APART
2 ACROSS THE BOTTOM 16" APART
AND ONE ON EACH SIDE OF SEAM
@ 1/2" FROM THE SEAM
~u
NOTE:
THIS VIEW SHOWING THE ATTACHMENT
METHOD @ RETAINER & FACE.
FOR WHICH BOTH FACES TO BE ATTACHED
314"
[Q)'W~
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VARIOUS FACE LAYOUTS
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RETAINER
SPECIFICATIONS:
USE STANDARD 3/8" X 1-1/2"
"0" TEMR "F" RETAINERS.
PAINT BK BLUE (RST-594-B).
FACE
SPECIFICATIONS:
.090 FLAT POLYCARBONATE
WI 2ND SURFACE DECORATIION
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#10 SM SCREWS@ 12" CENTERS
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5'
[Q)~DW~
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NOTE:
FACE GRAPHICS:
WILL BE DECIDED
BY: CUSTOMER
COLOR SPECIFICATIONS
m - WHITE 3M VINYL 3635"30 2nd SURFACE
II - YELLOW 3630-125 VINYL 2nd SURFACE
III - BLUE 3630-8703 VINYL 2nd SURFACE
iii - RED 3630-33 VINYL 2nd SURFACE
iii - OPAQUE WHITE VINYL 3635-22B
BLOCK-OUT 2nd SURFACE
r:m - VT 9545 BLUE (OPAQUE)
2nd SURFACE VINYL
NOTE: ARROWS SHOULD
NEVER POINT TOWARDS
THE BURGER KING LOGO
... FEDERAL
... HEATH
SIGN COMPANY
www.FederaIHeath.com
12704 Dupont CIrcle. Tampa. FL 33626
18131855-4415 18001284-3284 Fax 18131 854-3037
...... Revi5lons.
Ott1~romct'l..oaIdons: R-1 (3'"0" O.A.H. AND ELEC@1'-8ELOWGRADE) JCR 5-22-07 ^cwuntRw Fiona Paul
Oceanside - Las Vegas. DetroIt R-2 "OJ'ct M''''9''' Katie Schroeder
WUlowbrook. JacksonVIlle
Euless. Houston. San Antonio R"3
Corpus Christi - Milwaukee D,"""" John C.Roberge
Atlanta - Daytona Beach R-4
FileName:
BuIlding Quality ~ fQr AmcrfcMI8ullnllJll Client ApprovalitJate: Landlord ApDfovaI/Date: FH-BK-23-77988-00
Project/location:
BKC-DlCK SAMPSON
BURGER KING
MICHIGAN ROAD.,& HWY. 421
WEST CARMEL, IN
~
This original drawing
is provided as part of a
planned project
and is not to be eXhibited.
copied or reproduced
without the written
permission of
Federat Heath Sign
Company. llC or its
authorized agent.
Job N"mb,,,23-77988-00
D",.5-21-2007
Sheet Number: 2 Of 3
Design Number:
FH-BK-23-77988-00-R-1
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PAINT BK RED BKG
I'
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BK YEllOW:3632-3B02IHEIGHT TO VARY BY lOCATION)
;-------------------------------------------------------------~
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: 3'~1" 3'-1" 8" I:
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- - - - - - - .- - - ~ - - ...,....~ - - - -. - I I
: STRUCTURAL VIEW SCALE: 3/4"=1'-0" :
I 1/8" ALUMINUM IS FASTENED TO 1-1/2"x 1/8"xll" I
: STEEL FLATBARS THAT ARE WELDED TO 2-1/2" DIA. STEEL PIPE, :
1__________________________________________1
BOLT
fJ
11" 2-7/1S"
Lt
2'-6"
PIPE DETAIL
WITH SOME PIPES SHOWN TRANSPARENT
TO ILLUSTRATE SLEEVING.
NOTTO SCALE
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8'-5%"
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7'-S"
--.... Keep joint
lubricated
GENERAL SPECIFICATIONS
REPLACEMENT CLEARANCE PANEL
COPY TO READ WATCH YOUR HEADI CLEARANCE WI
ACTUAL HEIGHT SHOWN - 8'-6"
SIGN PANEL IS 1/8" THICK ALUMINUM FASTENED BY 1/4"
NUT, BOLT WASHER ASSEMBLY TO EXISTING 1-1/2" x 1/8" x
II" STEEL FLAT BAR (3 REQUIRED) WHICH ARE WELDED TO
2-1/2" DIAMETER STEEL PIPE THAT SLEEVES INTO 3"
DIAMETER STEEL PIPE.
- BLUE TO MATCH PMS 2738
STANDARD SWIVEL ARM
CLEARANCE SIGN
( 1 ) ONE REQUIRED
FRONT ELEVATION
SCALE: 3/4"=1'-{)"
1
~18'~
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NEW CLEARANCE PANEL
8'.S" 9'-8"
5'-0"
1
~18"~
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SIGN COMPANY
WWW.Fed..rilIH..nh.com
Oceanside. Los Angeles. Las Vegas 1
Tacoma. Kansas City. IJ:IlUowbrook
MllINaukee. Euless - san IIntonlo
I'otlanta - Tampa. Daytona Beach
Othel OffICe\.lxatloru:~"
Revisions'
A.' (3'.O'1~'}rCo'W~~~~I~CR 5-22-117
Account Rep: Fiona Paul
,",OJ'" M"",,: Katie Schroeder
D'"""By: John C. Roberg~_
73Rc:b7CKtSAMPSON
BURGER KING
MICHIGAN ROAD.,& HWY. 421
WEST CARMEL, IN
-
C1ientllpproval/Date
LandlO1c:l Approval/Date:
This original clrawil1q isprOYid1'd as part oIa
plannedPfojectMdisnottcbeexrlbiled,Copjedor
reproduced without the wr~ten pt'rmission 01
Federal Heath Sign (ompilnY LLC or its
aUlhOl'il~d agent.
Job Number: 23-77988-00
File Name:
FH-BK-23-77988-00
Date 5-21-2007
Sheet Number: 3 Of 3
Design Number:
FH-BK-23-77988-00-R-1
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NEW RESTAURANT FOR
BURGER KING
~(Q) [Ri [P(Q) [Riffi\ u~ (Q) ~
WEST CARMEL MARKETPLACE
CARMEL, INDIANA
INDEX OF DRAWINGS MATERIAL LIST OF
LEGEND ABBREVIATIONS
ISU SHEET TITLE ISU 5IIET TITLE _ PlYWOOD .... a;:-- It.. :mar- CODE INFORMATION
~1[ NO. ~1[ NO. t -- ___-.OIIC
r P" ....- - -_"--'lIf7lft
CML ENGINEERING INTERIOR DECOR ~ IDlURE ... :: IIRIIICM. _ lOIII _ IIRIIICM. -. lOIII IG
REfER TO r.M1 DRAWINGS 1-11 t fl.. -____-.IOIIIIIC
I - ..- __FIlE-,IOIIIR
I2:J G't'PSUU ill
SITE "":. BOARD -. _MCY_ A-I
fl tftIF_ VI
006-08-07 SR-l Sl1E REFERENCE PlANS ~= .... -.-
01-11-07 N..TMN;SM lAND TITlE SURVEY I JIR- -- 1,11111.
1 -~ .a.ar.
006-IIR-07 L-l lANDSCAPE PlAN I:8J =' lll1'1IL1IIIII 2,I3S II.
01-29-07 C500 ~DSCAPE PlAN - ENTRANCE MEAS EQUIPMENT r&-
F'OR REfERENCE ONly) 1 B-1llI.
01-29-07 C502 ~DSCAPE MfA - L~ SHOPS NI.EA I I _ METN.. .~
fOR REFERENCE ON~ I I [Z] GUSS ~ iN
006-08-07 SE-l SITE ELECTRIC AND UGH1lNG PlAN MECHANICAL If __ NATIONAL ACCOUNT INFO
006-06-07 LSI SITE UGHTING PHOTOMETRIC PlAN
006-08-07 55-1 SITE SlGNAGE PlAN ~ BRICK _ ftllHlrl ""'
t fl. ~ 10:- __IF__MD--'
STRUCTURAL []J CONCRETE
~".' CONTRACTOR NOTES
I f. DB-
I I , U~ A. ...........-m.....__
I I l I:.ftJ .. - ~~ii\~-=-::....
_ =,ACmI I A_ --.
ARCHITECTURAL .. ==:&.~~--==-."..'l=_
.......... "___.._.._NmI:l
006-08-07 A-I FLOOR PlAN G3 GRANULAR r :it: k :A- 1M'.... --=--"-=~W::=-lIIR111-=-
:a~'" ........ cu.... _...
006-08-07 A-2 EXTERIOR ElEVATIONS . . AU. :::.";i,. _.. ( & ....... ....~:=:r~
PLUMBING [)(W] BATT ...~ ........ ,... n........ ".........
D_=, .. ~~~em."_I:
INSULATION ...: ~ ~=---_.__.
IIlI RIGID t. =m.-'=':'r.._
INSUlATION
ELECTRICAL
OASTERISK DENOTES REVISIONfREJSSUE DATE
....
~=
DAUSS
ARCHITECTS
--
"'-m.
227h_..lllhtl.
p.o. .... 1006
_.In 46016
lei: 765/549-2258
fa: 765/549-2337
.......n:h....-_
------~-----
-----..---..---
====-::;:.:~"::=.:E..=:'
--.-- ------.--....
COI'Y11IGl'1T
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"v........:~:~,~=..A..V...
~V'll..;::~:_I!l1i
",,,,.1IlOI
C^RMfl DOCKET NUMBERS:
071MOO1':lOI'IN)lS
g:~:~~ ~~
07050021 DSV
NEW
RESTAURANT
FOR
.
WESTC;.RMEl
MARKETPlACE
C^kMEl, INDlI\N^
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-;
INDEX
IN 0 EX
8001-0611
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SITE LOCATION
LOT 5 IN WEST CARMEL MARKETPLACE
CARMEL, INDIANA
LAT 39055'48" N I LONG 86013'53" W
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BURGER KING PROJECT
SITE & DRAINAGE PLAN
WEST CARMEL MARKETPLACE
US 421, MICHIGAN ROAD
CARMEL, INDIANA
DATE APRIL 19 2007
'Y-liqj<J.
CERTIFIED BY ~ ~
STEPHEN D. 8ERVlE8, P.E.. P.La.
_UWO.......,.,.
~l.aHS!:NO.S0087
--
~l.ICetSENo.149Ol
RAVl.Sl.lMYIfG'EMllI&RtIG.trlC.
lMlE.53nISlRfET
ANDERSON,..aoU
<ml1G6814
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LAND BOUNDARY DESCRIPTION
A Part of Block H In the Secondary Plat for West Carmel Marketplace as per plat
thereof recorded September 26, 2006 In Plat Cabinet 4, Slide 149 as Instrument
No. 200600056955 In the Office of the Recorder of Hamilton County, Indiana and
also being part of Section 7, Township 17 North, Range 3 East, Hemilton County,
Indiana, described as follows:
Commencing at the Northeast comer of the Southeast Quarter of said Section 7;
thence South 88 degrees 44 minutes 27 seconds West 1,1 06.46 feet along the
North line of said Southeast Quarter; thence South 00 degrees, 37 minutes 40
seconds East 1.255.30 feet; thence South 88 degrees 40 minutes 49 seconds
West 1.432.61 feet to the Easterty Right-of-Way line of U.S. Highway 421; hence
along said Easterty Rlght-of.Way line North 18 degrees 19 minutes 42 seconds
West 26.78 feet to the POINT OF BEGINNING of this descrtption: thence
continuing along sold Easterty Right-of-Way line the following two (2) courses: 1)
North 18 degrees 19 minutes 42 seconds West 55.96 feet; 2) North 21 degrees 11
minutes 28 seconds West 117 .30 feet; thence North 69 degrees 03 minutes 23
seconds East 274.51 feet; thence South 20 degrees 56 minutes 37 seconds East
173.20 fee~ thence South 69 degrees 03 minutes 23 seconds West 276.55 feel to
the POINT OF BEGINNING, containing 1.0192 acres, more or less.
Also known as Lot 5 In the Secondary Re-plat of West Carmel Marketplace per
plat thareof recorded December 14, 2006 In Plat Cablnat4. Slide 208 as
Instrumant No. 2006074178 In the Office of the Recorder of Hamilton County,
Indiana.
INDEX
SHEET
REVISION
DATES
,,,,,,,,
DESCRIPTION
OGJUH01
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"...."
"...."
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"...."
3OAPR07
lOAPR01
"...."
SURV'eYlNG 4
ENGINEERINi$, INC.
151140 EAST 3.!J...d S-rRI!tET
~oe:.:tSON. ~~ 4eOl3
('1ES) 643-~14
M><: (765) e43-167....
molIlSP..cryM~~..........
_'''a~'''SI'<:c>n'l
CARMEL 00CKn NUMlERS:
0104001eOPOOl..S
O105OOIIDSV
0105OO20DSV
070500210SV
REVISIONS
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NOTES:
All DIMENSIONS TO FACE OF CURB
UNLESS OTHERWISE SPECIFIED.
All CURB AADnJS 5.00' UNLESS
OTHERWISE SPEClFICE.
5.00' WIDE SIDEWAlKS INClUDING CURB.
fllll PAVEMENT SECTION 'A"
PAVEMENT AREAS NOT MARKED 'A' OR
'CONCRETE" ARE PAVEMENT SECTION 'B"
~ PAI'IT CROSSHATCHING IN
~ MARKED AREAS
-l> TRAFFIC MARI<INGS
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EXISTING STORM SEWER
PROPOSED STORM SEWER
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PIPE OR EQUIVAlENT.
33LFt12"1l
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(11 12" TO 8" REDUCER
(11 12'x12" TeE
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(2)8"45" ELBOW
(2)B"xIlO" ELBOW
(2)B"SO.8"I/I ADAPTORS
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1) AO\JA..SWIR\. MODEL AS.3 BY.pASS HYDRODYNAMIC SEPARATOR OR EQUIVAlENT. SEE DETAIL
2) AlL PIPE ADS No12 SOlID SMODTH BORE PIPE OR EQUIVAlENT UNLESS OTHERWISE SPECIF1ED
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NEW ElfVATION GRADeS
EXISTING CONTOURS ANDTOPOGlW'ItICAl ElEVATIONS
-SF - SILT FENCE
~
I!lI
CONStRUCTION ENTRANCE AND STAGING AREA
PORT-METS
CONSTRUCTlON OPERATklNS
GENERAL CONSTRUCTlOft SEQUENCE
A.ICSTALLCOHS'TRlICTIONENTIWfCE~.lUN2OO1
8.IN8TALlPERlllE1'ER8LTFEHCE04JUNZ<<J1
Co 8ITEQ.EAAtfGAHDDEUa.ll1ONll5JUN2OO1
O. !AR1HWORK oe JUN 2OO7....lllI JUH XlD1
E. MTAU.STORMsewERANDU'TIJT1ESI1JUN2l101
F.ItSTALLN.ETPROTEC'l1lJN1IJJN2l101
G.INSTALL8TCfE!AS!1'JUN200T
H. ASPHALTPAVNlOOJJL2OO1
L I.ANOSCAPIfG AND SEEONG oeAUG 2007
J. AEMCM EROSION CONfRCl. N() SlDlEN1' <XMRCll
MEASURES SEP1BIlER 2007
f, ~;
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\ \ ::=:::~~5TaWWATtRDmNTkWI'Of<<).
\\., "10';-~RECEIVIfOW"TERSIS'MfTEAMR.
\~t\ All.RECEMNOWATERISCROClKEDQtiK.
#-'- = = AI2.':==~:a~:~~TER
q?' AI3.SfTEISNOTIHFlOClO~Fl.IXY:NIAY OR FlOODWAYFbGE
\ AI4-PRECONSTRUCTIONPEAKDlSQWl.GE (IOYEAR) 1.ICFS POSTCCMTRUCTJON
PEAkOlSCtWlGEltO'YVR)2JCFS
AIS. ADJACENT LAND USE lS m....
._l'; ~~~:~~~C3CMRISGRASS
A II. SOU MAP SMOWH ON SHEET C14
A 19. PROf'OSED STaWWATER aY5TENS 8tI:MW ON stEEl' C5
"',MaE
"21 . NO MOPOSED STOCICPLES OR IlORROW AREAS
1122 . EXJSTI<<l TOfOGlW'HY SHOWN ON StEEl C2
AD. PROPOSED TOPOGIWHY SHOWN ON SHEET CtI
j.'/'>"
10"':
~.~EC~~
..,,<:;-'~
d}% M.AXIMUM THANSVF.:FtSE GRAUE:,""IN ALL SiDEWALI.S.
+\>'
.1'- 2.0% MAXIMUM Li..1NG1TUDIN!\L GR;o.DF. ON ALL S!DEWAlU:;
AND P.\RKlNO IN lil',NDlC;\r p..RF.AS.
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TEl,If'()AARY SEEDING ISREQURDtll DlSTURBEOARfAS WHERE NOWOAKIS[)(IE FOR 15DAYS.ALI.
D1ST\.RBEDNtEAS ARE TO BE PERMANENTlY SEEDED UPONeot.lPLEfIONOF WORK" THAT It/ffA. SEE
stEET CI4 FOR TEIllF'ORARV AND PERaMENT SEEDING REOLIREMENTS.
THIS SHEET TO BE USED FOR CONSTRUCTION ITORUWATStPCl.l.Ul1CN PREVENTJOHPURflOSES ONLY.
ALL CONSTRUCTION STORMWATER POllU~ PREVEffTKlN PLAN aEMENTS HOT HXlRESSED ON TIIS
HETMAY BE FOUNOON SHEETCI4.
WEST CARMEL MARl<rn'lACI! IS A Rl!TM.. DEVB..OPUENT. A OITENTICN BASIN FOR FUTURE l:lE\e..OPUENT AND Nf OfF
SITE STORN SEWER ARE A PART OF THE PRO.ECT. 1lE EXISTIfG'11:.OETATM CXMRIS SNORTORASSCOVER. TtE
KYORCl.OGIClNTCOOE FOR THIS SlT&IS 05120201010010, TtE 10YEAR PEAKDlSCHARGEfORTtESIT!IS lAm
PREoIlEVELOPEONfDTHE 10vtARPfN(~ IS 2.1 ua POST.cE\'ElOPEO. NO STATE OR I'EO!RAL WATER
CIUALlTYPERMlTSREClRO.
UPSTREAMWATERSHEDCCNlIJIl:tG
OURNJ CCJ<<S1laJCTICl THE POTEHTW. EXISTS FOR POU.UTNm SUCH AS FUEL OR m. FROM EOJA.ENT AND
CHENlCALRUNOFF FROU BUlLOtllGMATERW.8.NfY FUEL OR 01. SPUSNEEDTOBEClENEOUP~lUY.
CONSTRUCTION ECIUFMENT SERVICE AHDREPAlRWl.LBE DONE AT TtE CON"TMCTOR'SSHa'. THEREM.LI<<>TBENf1
Foo. TANKS ON SITE. MATERW,S SUCH AS PAMS. SQ.VENTS. NIJ OTHER OEPCAl.8 SHOlUlIlE PROPERLY STORED TO
~ N4YPOTEMTW.PR08l.EUS.SUCtf....TERIAI.8ON SlTE8HOU.DBf LMTmTOTHE NoIOUrITNEEOBl FOR THE
Jal. RELt<<1 API> HNCll.IfG OF OTHER MATERIALS SHClUIJ) BE IE ON A LEVEL lllIRFACE TO RallJC( POTENTW. FOR A
SPl1.. AU MAlERW.S SHOUlO 8E CWoNEO UP PER THE MATERIAl. SAFETV DATA SIiEET8. MANUfACTURERS
RECOMMENDATIONS. AND OCl'.fRNUENTAL REOULATION8.ABSOft8ENTMATERIAI. $HAU.8EI<EPTONSITE. THEl.OCAI.
fl\&: OEPAR'RlENT SHAU.BE NOTFEOt.I~lUYlNTHEEVENTOf ASPLL.
A lO'lllll'x3' P1TWUBE PfIDWlEOFORCONCflETEWASHClUT. nEWASHOUTPlTStW.LlIEMOCl.08ER TtWl50FEET
fROMM D&TENTIOH BASM. WASHOUT RUDUE'SHoIlLDISPOSEOOfPROPERlY.
CONTAlERSFa:t SOLID WASTE AfC)OTtERMA~WU BE PROVllEOONsrrE. THESE MATERIAL8NfJWA8T! stW.l
IEPROPERLYClISPOSEOOF.
BURGER KIrIG IS lOCATED ON LOT 5 SECONOARY RE.fIl..AT OF BLOCK H FOR WEST CARMEL MARIllT PIXE
LOCATED IN THE VIOOBlOCK MlCHIGANRQAO(US<421) CNWEL.lNOWlAtl D.AYT~.HAMl.TON
COUNTY.HOUPSTREAM SURFACE" flOW CONtS TOWAROTHlSSITE. THIS AREAISNlPROXMAlUY 1.1
ACRE BASED ON A WOOLPERT.IHC SUIMY DATED.l.W.JMY 11, DT
SPlLRE~NEASURES:
CLEAN UPlEAKS. DRPSAND OTIfER SJ'IU.SNMEOIATELY. THlSWlL PREmn'CO<<MtlNATED SOl. CIA
RESIDUE ON PAVEO SURFACES. NEVER HOSE DOWN "OlRlY" PAVEMENT OR SURFACES WHERE ~TEfW.L8
HAVE SPlLED. USE DRY ClEANUP MEfIIOOS WHfWEWR PO$SIBl.E, REPORT SIGHFICANT ca OR FUEL
SPILLS TO THE IJIPROPRlAfE SPILL AESPONSfAGENCIES IMMEOlAmv.
IF AHAZARDOUS toIATEIlIAl. HAS BEEN A SPl.LEO. DO NOT HOSt DOWN M SPll.. TNlE IMMEIXATEACTION
TO PReVENT THE SPFIEAO OF THE MATERlAl. AND PROTECT NEARBY STORM tIRAtl1s. CONTACT YM LOCAl.
FIlE OEPARNENT F(R GlJDANCE.
sou SHOll.D BE TEMPORAAI. Y SEEDED F I.!FT EXPOSED FCR EXTENDEDPERlODS OF TM!.
AFTERCONSTRUCTIONISCOMPLETLSOURCESOf POSSIlLE POU.UT1ONINQ.UOE FUJI)S, TH FRAGMENTS.NIJMETAL
FRAGMENTS fROM MOTORIZEO VEt<<:l.Es. GRIT FROM PAVEMENT WEARI<<J. NlO LITTER. TMERE WlL BE NO OUTSllE
STCMGE Of EClUFNENTOR WoTERlALl.OUETOnE SITE SHEETDRAMtG, wrr~OOOOVEGETAMCOVERtll
THE oemmoN IASINS AN[) All OTHER GRASSED AREAS M.l REDUCE PClUITANT1 BY Fl TRATlON 00 A8Sal:PTIJN.
MAHAGEMENTPRACTICES SUQ1 ASYONTII.Y PAVEMENT ~MOKEEPI<<I TlE sm: FREEOF um:RWUAlSO
REDUCE POlLUTNm.
AU DATU SU8CEPTB.E TO CHNfGE DUE TO PERtMfTIrfQ
PROCESSMOlfCLEtoIENTWEATHER.
~~.)"
II. SEE COtSl'RUCTKlN I POST CONSTRUCT1CI\l NMAATIYE THIS SHEET
B2-SEfSCHEOUlEONCClNTRCX.IlIEASURE3ONSHEETCt4
B3-AS SHOWN ON SHEETC131CM
E14.Sl.TFENCE ASONSHEEfC13
B5-HOTAPPI.JCMle
lIl.fl.TER IAG8AS SHONMON SHEETC13&C14
87.NOT~
8lI.NOTAPPl.ICABLE
81- NOT APPIJCMLE
810.ASSHOWNON HE11C51ce
811. TEMPORARY SEEDING PERSfA8ClW.8OI. PROTECTklNCtWUONllt&T C14
812. PERMANENT SEEDING PER llEASOtW. 801. PROTECOON CHART ON SHEET Ct4
8t3. SEE CONSTRUCTION & POST CONSTRUCTKlN NNlRATM: ON THIS SHEET
814.SEESHEETC14
1t5.NOTAl'flLJ.::MLE
C1. SEE CarcsTRUCTItIN I POST COHSTRUC1Dl NAARATM ON THIS SIHT
C2.SEE CONSTRUCTION I POST CClNSTRUCTtOHNMRATM ONTHlSlHfT
C3. SEI! COHSTRUCn:lH & POST CONSTRUCl1OH NARRATlYE ON ntS SHEET
C4 . SEE COtmRUCTION I POST COHSmuc:nJH NARRATM ON THIS HET
C$. SEE CONSTRUC11ON I POST CONST1WCT1ON NARRATM ON THB SI€ET
CCJtSTRUCTIOH SEQUENCE
THE MMlI. TON COUNTY 8\.R\'n'OR OFFICI' SHALL IE NOTIFEtl <48 HOURS PRIOR TO NfY EARTH
DlSTIJAIAHC(TltROUGHOUTTHECONSmucTlONCYCLE.
l.lflQICOIAlENCI<<lSfT( Cl'ERAT1ONlI TtE ~ST SE[NNT CONTROlEFf'ORTv.u lNVOlVE
co.sTRUCOON OF THE mlPClRARY CONSTRUCTION ENTRANCE NIl INSTALLJfG STORM kEf
PROTECTION FI. tEM. SITE EROSIOH CONTROl. tllSPECTIONS NIf. BEOtt 0NCf THE
COHSmUCTlON ENTRANCE IS tllST1UED. EFFORTS TO flEMCM: TRACKED SEOlhENT FROM
PUBUC smEETS, F fECESSARY. WU COtAlENCE AT THIS TIE. PRdt TOMASS EMTH. WHO!
IS THE NEXT EXPECTED PHASE, PERIMETER SlT fENCE COHTROlSWlL EE INSTALlED.
TEWQfWtY SEEOtfG Of fAATH WORI( MEAl FClI.ClWfG MEETIfG GIWIE ME TO
CORRESPCNJ'NlTH OETAl.SEEOING, lIfO'MrtOH SHEETCI40fTHISPLNt UTUTYWOAKANO
PA\'kJOPERATIONSWlL fOllOW MASS ENrol walK. N..ETfIROTECT1OHtSTOBE INSTAUEU
I.PQrtINSTALLAl1ONOFTHOSESTOAMSTRIJCl\.KS. ftw.SEEOfiGJ4LCOMMEHCE
FOU.OWlNGfIrE GRADlNGANOTOPSOlREPl..ACEMENT.
EMERGENCY TELEPHONE NUMBERS:
(INClUDING SPill RESPONSE)
FOR FIRE, MEDICAL AND POLICE 911
HAMIUTON COUNTY SURVEYOR OFFICE 317-776-8495
THIS SITE DOES NOlliE WITHIN THAT FlOOO HAZARa
ZONE 'A' AS SAID SITE PlOTS BY SCAlE ON COMMUNITY
PANel NUMBER 18057C0215F' OF THE FlOOO INSURANCE
RATE MAPS FOR HAMUON COUNTY, INDIANA AND
INCORPORATED AREAS.
. PANEL NOT PRINTEO. NO SPECIAL FlOOO HAZARD AREAS
liES WITHIN THIS PANel,
THIS SHEET TO BE USED FOR CONSTRUCTION
STORNWATER POllUTION PREVENTION PURPOSES
ONLY,
CARMEL DOCKET NUI,lIERS:
0704001.DPlADlS
070S00lIDSV
07050020DSV
0705Oll21DSV
PROJ: DAU$M.1QA..117<4
LAYER MGR: EROSION_PlAN
LAYOUT: EROSION PlAN.o1
F:'i.DR2\la74\dwg\1i14_SIte.dwg
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DAT€: 1IN'R07
SHEET NO,
C13
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EROSION CONTROL HOTES:
1. CONSTRUCTIOO ACTMTY SHAl.L CONSIST OF A FAST FOOD RESTAURANT, DRIVES,
PARKING AND STORM SEWERS. THE LAND TO BE DEVELOPED IS AN OUTlOT WITHIN A
PlANNED RETAIL DEVElOPMENT.
2. THE PRELIMINARY CONSTRUCTION SOiEDULE IS AS FOllOWS: <JV.DlNG, SlMLl
SEWERS, PARKING AND DRIVES. CONSTRUCTION TO BEGIN MARCH 2007 WITH NmCIPATED
COMPLETION BY AUGUST 15, 2001, ALl DATES SUBJECT TO CHANGE.
3. ADJACENT lAND USE IS RETAIL AND VACANT GROUND.
... STORMWATER WILL NOT DISCHARGE INTO 1lE GROUNDWATER.
5. EXISTING VEGETAM COVER SHALL. BE PRESERVED IN AREAS NOTDISTUR9ED BY
CONSTRUCTION ACTMTY.
6. THE SITE DOES NOT LIE WITHIN THAT SPEClIl FlOOOZONE AM SAlIl TRACT PlOTS BY
SCAlE ON COUMUNIlY PANEL NUMBER 18057C025Sf OF THE flOOD INSURANCE RATE
MAPS FOR tfAMIlTON COUNTY, INOlANAAND INCORPORATED AREAS, DAlEO FEBRUARY 19,
""3.
7. All APPUCABlE EROSION CONTROl MEASURES SHALL BE PLACED BEFCfU: Nft lAND
DISTURBING ACTMlY. All DISTURBED AREAS SIW.L BE TEt.f'ORAN. Y SEEDEO
IMMEDIATEt Y UPON ROUGH GRADING. REPAIRS TO SEEDED AREAS SHALL BE MADE
IMUEDIA TEL Y UPON COMFUTKlN OF Nt( LAND DISTURBt.IG ACTMTY.
a. AU AREAS SHALL BE PERMANENTLY S!EDED UPON Ftw. GRAOt<<J.
9. FOR SEEDING REQIJlRfMENTS SEE DETAILS.
10, STAAW MULCH SHALL BE N'PUED AT 2 TONS/ACRE.
11. All SILT FENCE BARRIERS AROUND INLETS IN PAveMENT TO BE REPlACED BY
SANDBAG CURB INLET SEDIMENT BARRIERS UPON COMPLElJON OF PAVEMENT.
12. NO VEGETATIVE COVER M.lBE PReSERVED IN DISTURBED AREAS.
13. RECEMNG WATERS OF STORM WATER IS THEAPPROVED PLANNm 0ETENlI0H
SYSTEM FOR WEST CARMa MARKETPLACE RETAn. DEVElOPMENT; RECEIYNi WATER IS
CROOKEO CREEK AND WHITE RIVER BEING THE UlTIMATE RECEMNG WATERS.
14. HYDRIC SatS ARE PRESENT .
PROPOSED SCHEDULE Of COHTROl MEASURES
~
~~
~
~
SEASONAL SOIL PROTECTION CHART
~~~~~II~:nON JA.N. FEB. MAR. APR. MAY .lUNE ..liLY AUG. SEPT. OCT. NOV. DEe.
PERMANENT A '11111/111' '/1~
SEEDING B
~:~~~T --+
TEMPORARY
S[EOING
SODDING
~
E--2-'IIIII//~~
rOO '11111l/1111'~
MULCHING
A. KENTUCKY BLUEGRASS .co LBS/ACRE; CREEPtNG RED FESCUE .co LBSIAmE; PlUS 2
TONS STRAW MUlCHfACRE. OR ADO ANNUAL RYEGRASS 20 lBSIACRE.
B . KENTUCKY BlUEGRASS eo LBSJACRE; CREEPING RED FESCUE eo LBSiACRE; PlUS 2
TONS STRAW MULCH/ACRE. OR ADO ANNUAL RYEGRASS 30 LBSlACRE.
C. SPRING OATS 3 BUSHEUACRE.
o II WHEAT OR RYE 2 BUSHEUACRE.
E . ANNUAl RYEGAASS 40 LBSIACRE.
F . SOD G . STRAW MUlCH 2 TONS/ACRE.
G. STRAW MUlCH 2 TONS/ACRE,
'N" IRRlGATJa\I NEEOEO DURING JUNE, J.A. Y. ANDKlR SEPTEMBER
.. IRRIGATION NEEOED FOR 2 TO 3 WEEKS AFTER APPlYING SOD
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EROSION COmeL:
A TEMPORARY ~G MIXTURE IN THE AREAS WHERE STRIPPING
OR FD.L HAVE BEEN GRADED SHAlL BE SEEDED FOR Sl.TEROSION
PROTECTION. AFTER GRADING, ALl. CONSTRUCTklN AREAS ARE TO
BE SEEDED AS FOLLOWS:
A. SWALE SEEDING: SEED AND FERTUZE WITIfN CONSTRUC11ON
LMTS WITH 5 LDlACRE "REDTOP GRASS", 20 L81ACRE "RYE
GRASS". 20 LB/ACRE "BLUEGRASS", 25 LBIACRE "fESCUE"
AND 500 LBlACRE 12-12-12FERT1UZER
DANDY SAe.D
mtaIIallon and Maintenance Guldelnn
NlaIdon:RemonlhtgratefrDmCllChbuln. '\lllngopllcNlollblorbentt:pIlICIlbIoltIent~nd
StandIhetp'8llontnd. UmilhelopIlllngItrapeDUtollheweylllll_lhegrall~lhe08ndyBag ...!hIt
Ihel18leilbelowltlelopltrlpsandaboYelhtlowlftapa. HcM1glhelNngdevk:es.~...,.k1tolhe
He<
==:':'=:'-::~~"::::====/3,,:;a
eerImenI,lheunlllllllltbl"'" Toenwunl,lftlhe....lllItollhe_Ullng..Ifthg....endlllnlM
1he118le. .Ullngoplionlllolllbloltllnts;,...abecItlenI.......1lIlnIIDn.
B. CUTIFJU. SEEDING {AlONG PAVED AREAS~ SEEDN<<J FERTlIZE
WITH 25 LBlACRE"FESCUE". 20 LBlACRE"RYE ORASS", 15 LBlACRE
"BLUEGRASS", ANO 500 LBlACRE FER11JZER, 00 NOT USE
PHOSPHOROUS CONTAINING FERTIlIZER (12-12-12) UNLESS sea..
TESTS SHOW A PHOSPHOROUS DEflaENCY _ USE A PHOSPHOROUS
FERTlJZER FREE FERTUZER (12-0-12).
C. SEEDED AREAS SHALL HAVE A SUn-ABLE MULai APPlIED FOR
EROSIONANDSl.TCONTROL MULCH MAYBE STRAW. SHREDDED
HARDWOOD OR EROSION CONTROl MAT.
O. DEVELCPERS 0PT10N: CONSTRUCTION AREAS REQU~G EROSION
CONTROl. MAY BE HYDROSEEDEO IN ACCORDANCE WITH THE
ABOVE SEED AND FERTIUZfR SPECIFICATIONS.
DANDY SAe.D
DAIIIlY .....0
STANDARD FABRIC ISA,NCJRANG(
WO\/fH r.tONOfllAIoENT
DUMPING STRAP AlLOWS
FOR EASY REMOVAL OF
COHTENTS
CrA-CndI1 iii...... I III J.--......
TNI...."""dMp,--...,........II"'.........onlnld............n.
fNIIIJ*I.,....In'Ig*~.....IIlll,...tom3>>2CXI_~..
.,.~........._. _.......bnMn..!aInIIbDul.ftMiINt:lTht.........
Iliflft....broIIn.........3nt.HdI, "......"cIIft~IroMlIllll,..,~
1IlOlfIcI, _"'._1IId,*,""""21 ftMilti. n.~... >>.clIfIIIdlCl
h:tIIt... tIf-. c*nouIloIm.h_.........l*ld"'...................--"1
1alm.1rllI_.IIU:h.t2~II*l.IIl_......~d....In.......b.llIIdl.
IOpllllllll. ThI_lIJ....QIec:bl..._...411IrDlllIn.......
1rddId.......hmapplllg..8nlablon..1n........-h:b:iId.........d
WhIlIIi:Ireab, "*'t...domIIIllI_d........nlmll...f1fer.,dllIIl......d
IIlOItfWI3PIfI*LSInd_dlrOllldn MMlyIlOdld.....h:b:iId....IlllI'I..._
PIrmeIbay"..,ConIIntdGllri:IIlIllIrIn..ufIcI....II.......~.....~1I
......ThI.....IIbltItCllllllNriy........d111J3......_..,_h.....~rIIdlll...
The...c-.d...IIII......IIlllClllIII-.cl....'*1Wldt....d.....l:IlIIlIri.
.........IlIIdI:rc:an, qbana.1Illl....grIin.,..................aapt...It
.......,chInIlt.UoIt......lhInIdbr.......nllpM*NI.eon..Ion pId:a.
N*dIg..........end........~ rIIIduI."'......IOIlIIInlllIn..onndcrgri:....
........
1Z'l'I.lIIUI
........
-
torM...dlNllIII..llIICIl:rhlr..,.....In_......_'*IIIICIlI..lMdl:r
....1Illl.......I:r...,IlId.....,bUI....~~1I1l1ndcl& ,..........
dldb~aapI""'lollMpoolldllgllllll,l:r.."..,....GtIZIng..........WIl
__....ClWI'Ipdonllldpoorllh.P\'apIrIlDdilng..,...IGlIIrIn,~~1IlCI
Nd'tIng....Utlo..pIItodIllIIpllJrICblIufIce~lIlll...pdllltllllllfpllnt
-
TllII dlllUlldllJ.... Ind........ IlIIdl:ronfwllacrWllOllarlcLIn........MIIOI'lII
--....,...'*-Invand~apnIanI.___...CIlI.....__p'.....
PIanlClClYlplftmIl..nqlnlllldonto"'_d...dlor..............nlllllW....
CllIIlld'GwgIldan..CUltC1IIldbrQl\llng,..............
........oI...."'IIIl1ll.fl1mplll:Dfllllelllllttllllllllllllr.......
The....... """' IhIIIlh'IfIatt 1Iect...............d"'..... .... NghWlllrtlllll,
.................Itfl......dln.IIlll..............
m...IlaaIllllll................bllllltlg...... TIII..llIIdllJIII.....,.thlnldb......-
__tomlllcolllll1.pIlIbIIm.~..,...IdlI9.lIeNmII'llIIlIU:IfIlll"'~
Oll.......UIqj~dlllpdlDlr1dalll:inltnllb:ltlgs_bllflMll_lId111'l1Q1m...
......thInIdng_......d.....
TNI..""...lbIdcNblDcal fI:lIdI..,...... er-.dlctlII~III"'lIongroadllD""
.............lIJ...prwIIlI....__1dIon. ThI..mIlIrIIIbrvadl..allJIII
~cr..............IIlIIIItII. SIIlIlary....IIlcdd..CXlI'NCllIll>>......
................. or.... aIIIDrpIIon IWd ~IIIl111dlD.....,........... ................
~~ddII.....~.....Ir:WIOlIIndILllllllr......30.
.....
1. catCRn(WASltCIUl'MEASKIU..""......l'MIIl'lONfYCOlaETIPUaMEMTOfIlIilClE.
2. SNSSIW.I..P\ACEllA'lMECONS1'RIlC11lN8mWlCE.A'ltEWA8IlOIJl'NlliANCl
Il.EWIlEM'ASNEa~'lOCl,UlI.Y~""LOCAnOfIlS~nElXlNClllfl
WASltQUTAAEAfOOPEIIA'ClRS~ca<<:IlETE'fIllIQ($N(lPI.II'IllClI.
t 'fHECOCRETEWASHOUTN1EAItWJ.BEIlEMRltlN/OErtNlOEOOIlClENlEOOUTAS
NECESSNlY'lOru.m"'~F<*WAS1EDCOICIlEfl.
4, A'flEEMOOfCONSfRUCT1aN,......CCIfUlI1EItIlU..lIIDICMDflQItHEImi:NCl
CISPOEOOfA'N>lAPl'lIOotDWMfESlfi.
l WMOl'fHECONCIllI'IIWASllOl1fISIlEWlMO.M.msTlllllDMPSIW.l.IEIEEDBlMDIIU,.CIlED
0Il0flMM$l"...-..aoltAlIMNER1I'I'AlMD1YM-..cTOll
CONCRETE WASHOUT DETAIL
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ILT FENCE MAINTENANCE REQUIREMENTS
,. INSPECT THE sa. T FENCf WEEJQ. Y 1H) AFTER EACH STORM.
2. F FENCE FABRIC TEARS, STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES
INEFFECTIVE, REPlACE THE AFFECTeO PORTJON IMMm\ATELY.
3. REMOVE DEPOSITED smtMENT WHEN rr REACHES HALF THE HEIGHT OF THE
FENCE AT ITS LOWEST POINTOR IS CAU~ THE FABRIC TO BULGE.
4. TAKE CARE TOAVOID UNOaumlNG THE FENCE OURING a.EAN OUT.
5. AFTER THE CONTRIBUTING ORA.ttA.GEMEA HAS BEEN STABl.IZED, REMOVE
THE FENCl:: AHD SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE,
APl)STABfUZE.
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LAYER MGR: EROSlONYLAN
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STANDARD NOTE:
1. Syltem shall be designed for the following eapeddes:
Peak Treatment Flow: 1.8 ds
Sediment Storage: 20 ftJ
OIIIDebrIs Storage: 110 gaL
. Please..e accompanied Aqua-5wlrl
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ill See Site Plan for actual system orll:ntlitlon.
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0704001.OPIAOlS
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PROJ: DAUS.....'0A-1.14
LAYER MGR: DETAIlS
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SECONDARY RE-PlAT OF BLOCK H
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SECONDARY RE-PlAT Of" BLOCK H
WEST CARMEl. MARl<ETP\JoCE
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CARMEl, INDIANA
SITE
REFERENCE
PLANS
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INSTR. No... 2008000121 54 '
LOTS
BURGER KING
(1.092 Ac.)
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INSTRUMENT ijo.~4178
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.Ii LEGEND
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. ---- loutCIARY
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~ ------..- DllS11NIISNCITARYsnEJt
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t ~ DilSTlNG 1ItU/SHIlUI UNI
1/f:[alT. wcaDS,II:O'Ir;s. tACCNT
~
a
DUKE CONSTRUcnON LIUITEO PARTNERSHIP
INSm, No. 2D06000121504
BLOCK H
(0.... ....)
NO BUILDINGS
_ --2[ 5tD~ s~
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LOT 1
NORTH AUGUSTA
D.R. 132, PAGE 446-447
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