HomeMy WebLinkAboutPacket 09-19-06
WINEGARDNER sA, HAMMONS. INC.
, , . .
Professional Hotel Management
TRANSMITTAL
Ramona Hancock
Carmel Plan Commission
One Civic Square
Carmel. IN 46032
Mail
Fedex Priority
Fedex Std. X
Local
From Product Management
4243 Hunt Road
Cincinnati, OH 45242
Date: September 7,2006
Re: Carmel Renaissance Hotel
at Pennsylvania & 122nd Streets
Project: 00630-61908-01 050
Attn: Ramona Hancock
We are sending you X attached
under separate cover:
Item # Description
1. Cover Letter to Angie Conn (4 pages dated 9/7106)
2. DPIADLS Application (2 pages dated 7120106)
3. Legal Description (3 pages undated)
4. Adjacent Property Owner List (13 pages dated 7/12/06)
5. City of Carmel Letter of Grant (1 page dated 8/29/06)
6. Project Summary and Storm Sewer Calculations (7 pages dated 8/1106)
7. TAC Correspondence (17 pages)
8. Proformer XL Spaulding 25' Pole Light cut sheets
9. Winegardner & Hammons, Inc. Corporate Brochure
Drawina #
Sheet 1
Sheet 2
Sheet 3
Sheet 4
Sheet 5
Sheet 6a/b
Sheet 7
Sheet 8
Sheet 1
Description
Property Boundary Plan
Parking Concept Plan
Building & Landscaping Area Setback Site Plan
Landscape Site Plan
Site Plan
Building Elevations
Floor Plan
Building Perspective
Renaissance Lighting Plan
We are sending you
attached
X under separate cover:
Drawina #
Sheet G-001
Sheet G-501
Sheet V-101
Sheet CD-101
Sheet CS-101
Sheet CS-501
Description
Cover Sheet
General Specifications
Topographic Survey Map
Demolition 1 Site Clearing Plan
Site Plan
Site Details
(513) 794-2438 (office). (513) 7942590 (fax). (513) 253-5004(mobile)
Jeff.Eaale@Whih~yP~~ (email) .
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Sheet CG-1 01
Sheet CG-11 0
Sheet CG-501
Sheet CG-502
Sheet CU-101
Sheet CN-101
Sheet CN-501
Sheet CR-101
Sheet CR-102
Sheet CR-1 03
Sheet CR-501
Sheet CW-101
Sheet CW-501
Sheet L-1 01
Sheet L-102
WINEGARDNER& HAMMONS. INC.
Professional Hotel Management
TRANSMITTAL
Site Grading Plan
Stormwater Pollution and Prevention Plan
Stormwater Pollution and Prevention Details
Stormwater Pollution and Prevention Details
Utility Plan
Sanitary Plan & Profile
Sanitary Sewer Details
Storm Plan & Profiles
Storm Plan & Profiles
Storm Plan & Profiles
Storm Sewer Details
Water Main Plan
Water Main Details
Landscape Plan
Landscape Plan
The attached information is provided in accordance with City of Carmel
Plan Commission Procedures. This information is being provided to you on
September Efh, 2006 in advance of the Plan Commission Meeting on
September 19th, 2006. Should you have any questions or comments,
please forward to my attention at ieff. eaale@.whihotels.com or fax them to
me at (513) 2590 or contact me directly at (513) 253-5004.
C: Plan Commission Members
(513) 794-2438 (office) . (513) 7942590 (fax) . (513) 253-5004(mobile)
Jeff.Eaole@whihotels.com (email)
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WINEGARDNER&HAMMONS. INC.
Professional Hotel Management
Septem ber 7, 2006
Ms. Angie Conn
Division of Planning & Zoning
Dept. of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
Re: Renaissance H'otel Project. DP/ADLS Docket No. 06080014
Plan Commission Informational Packets
Ms. Conn:
Attached you will find the fifteen (15) copies of the information required for review by Plan
Commission members at the September 19, 2006 meeting date
1) Formal DP/ADLS application with required information
2) Legal description
3) Location maps showing location of subject site, zoning and existing land uses of all adjacent
properties
4) City of Carmel Letter of Grant
5) Project Summary and Storm Sewer Calculations
6) TAC Correspondence
7) Proformer XL Spaulding 25' Pole Light Cut sheets
8) Winegardner & Hammons, Inc. Corporate Brochure
9) Transmittal letters to Plan Commission Members
10) Detailed site development plan (under separate cover as follows)
Driesenga & Associates, Inc., 701 Congressional Blvd., Suite 260, Carmel, IN 46240, dated
08-01-06 as follows:
Sheet G-001 Cover Sheet
Sheet G-501 General Specifications
Sheet V-101 Topographic Survey Map
Sheet CD-101 Demolition I Site Clearing Plan
Sheet C5-101 Site Plan
Sheet C5-501 Site Details
Sheet CG-101 Site Grading Plan
Sheet CG-11 0 Stormwater Pollution and Prevention Plan
Sheet CG-501 Stormwater Pollution and Prevention Details
Sheet CG-502 Stormwater Pollution and Prevention Details
Sheet CU-101 Utility Plan
Sheet CN-101 Sanitary Plan & Profile
Sheet CN-501 Sanitary Sewer Details
Sheet CR-101 Storm Plan & Profiles
Sheet CR-102 Storm Plan & Profiles
Sheet CR-103 Storm Plan & Profiles
Direct Phone: (513) 794-2438 . E-Mail: jeff.eagle@whihotels.com
Fax: (513) 794-2590 . Cell: (513) 253-5004
4243 Hunt Road, Cincinnati, Ohio 45242
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WINEGARDNER & HAMMONS. INC.
Professional Hotel Management
Sheet CR-S01 Storm Sewer Details
Sheet CW-101 Water Main Plan
Sheet CW-S01 Water Main Details
Sheet L-101 Landscape Plan
Sheet L-102 Landscape Plan
Project Summary and Storm Sewer Calculations
Winegardner & Hammons, Inc., 4243 Hunt Road, Cincinnati, OH 4S242, dated 08-01-06, as
follows:
Sheet 1
Sheet 2
Sheet 3
Sheet 4
SheetS
Sheet 6
Sheet 7
Sheet 8
Property Boundary Plan
Parking Concept Plan
Building & Landscaping Area Setback Site Plan
Landscape Site Plan
Site Plan
Building Elevations
Floor Plan
Wall Sign Readability
Hubbell Lighting, Inc., dated 08-01-06, as follows:
Sheet 1 Renaissance Lighting Plan
Proformer XL Spaulding2S' Pole Light cut sheets
The following table is provided as a cross reference for you use. The left column contains the
DOCS Plan Commission Drawing Checklist and the right column contains the corresponding
Renaissance Hotel Project drawings.
DOCS Procedure for Plan Commission Ust CorresDOndlna Renaissance P..oi8ct Documents
1) Detailed drainage plan with drainage Driesenga & Associates, Inc.
calculations. Project Summary & Storm Sewer Calculations
2) Lighting Plan: Hubbell Lighting, Inc.
-foot candle limits Sheet 1 Renaissance Lighting Plan
-type of fixture Proformer XL Spaulding 25' Pole Light cut
-size of fixture sheets
3) Landscaping plans Driesenga & Associates, Inc.
-locations of plantings Sheets L-101 & L-102Landscape Plan
-type and sizes of plantings Sheet L-102 Landscape Plan
-planting legends Sheet L-102 Landscape Plan
-planting details Sheet L-101 Landscape Plan
-mounding locations and details Sheet L-101 Landscape Plan .
4) Signage plan and details Winegardner & Hammons, Inc.
-size and location Sheets 6a & 6b Building Elevations
-materials and colors
Direct Phone: (513) 794-2438 . E-MaU: jeff.eagle@whlhotels.com
Fax: (513) 794-2590 . Cell: (513) 253-5004
4243 Hunt Road, Cincinnati, Ohio 45242
W,
WINEGARDNER& HAMMONS. INC.
Professional Hotel Mana2ement
5) Parking plan: Show handicapped Winegardner & Hammons, Inc.
spaces/total spaces needed per Sheet 2 Parking Concept Plan
zone/spaces proposed
6) Site Plan with:
-side, rear and front yard setbacks
-perimeter drainage and utility
easements
-sewer and waterline locations
-special setbacks or greenbelts
-building square footage
-dimensions of building
-locations of mechanical equipment &
trash receptacle with screening & details
-pavement and curbing details
-proposed road improvements
-sidewalks
-loading and dock areas
-fire hydrant and Siamese locations
7} Building Elevations (all sides)
-dimensions
-materials and colors
-samples of materials will need to show
at the Plan Commission meeting
-signage location
8) Soils map and floodplain information
9} Technical Advisory Committee
correspondence
10} If public hearing is required, list of
adjacent property owners two properties
deep or 660 feet whichever is less
(obtain from Hamilton County Auditor's
office, Noblesville, IN)
WHI and DAI drawings:
Sheet 3 Building & Landscaping Area Setback
Site Plan
Sheet CU-101 Utility Plan
Sheet CU-101 Utility Plan
Sheet 3 Building & Landscaping Area Setback
Site Plan
Sheet 5 Site Plan
Sheet 6a & 6b Building Elevations
Sheet 5 Site Plan
Sheet CG-501 Site Details
Sheet C5-101 Site Plan
Sheet CS-101 Site Plan
Not Applicable
CU-101 Utility Plan
Winegardner & Hammons, Inc.
Sheet 6a & 6b Building Elevations
To be provided on 9/19/06
To be provided on 9/19/06
Sheet 5 Site Plan and Sheet 6 Building
Elevations
Driesenga & Associates, Inc.
Sheet V-101 Topographic Survey
Attachment
Attachment
Direct Phone: (513) 794-2438. E-Mail: jeff.eagle@whihotels.com
Fax: (513) 794-2590. Cell: (513) 253-5004
4243 Hunt Road, Cincinnati, Ohio 45242
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WINEGARDNER& HAMMONS. INC.
Professional Hotel Management
This information is being transmitted clo Ms. Laura Rouse-DeVore, Carmel Department of
Community Services. Should you have any questions or require additional information, please
contact Jeff Eagle at (513) 794-2438 or via email ieff.eaale@whihotels.com
Sincerely,
Terry Dammeyer
Sr. VP Construction
TDD/jwe
Attachments
C: Bill O'Brien
Jeff Veigl
Jeff Eagle
Mark Vermilion
Planning Commission Members
Direct Phone: (513) 794-2438 ,. E-Mail: jeff.eagle@whihotels.com
Fax: (513) 794-2590 . Cell: (513) 253-5004
4243 Hunt Road, Cincinnati, Ohio 45242
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DEVELOPMENT PLAN OR IDP Amendment) APPLICA nON
Fee: $802.00 plus $107.00 per acre OR ($802.00 plus $107.00 per acre)
DATE: 0.,/20/0fl DOC KEf NO. a?OEK:;r?/4
V Preliminary Public Hearing Required
Final
Received By/Date
Amended or Changed
Checked By
Name of ~
Project: l~HAt S'A"-I'~ DTeL
Project WS$T t!> r T"'~ ,....n:es.-e,....,'" of
Address: f'~rlJjS"fL VA"'" 'nct:T
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Legal
Description: (To be typewritten on separate sheet and attached)
Name of I I · ,I 7 -
Applicant ~ ~ ft "'~'TYJ ~.
Address: #143 HJJA.IT ~"""D C',""'fltJl'J'T' IJ!,. ,,~z.JI'Z.
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Contact Person: "'1D.~'1 ~r1""GY.72,.. Telephone: 5/3. 'It;&/- Z,,//O
Fax No. ~J3."'I/..Z~"'&4 Email: Ts-R.av. VArlMc"fITt a JJ J/1 HoTeLS. CeJ'"
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Name of "SA"'t'D~ """'T'ONltC.
Landowner: &-. foe" ~...w~C6"" ~ ct. Telephone: 3' '7- z.'/f./ . 3103
Address: SZ'7(' 1lore::ss....,ltc. ~fUlb, SliTer 110. r~p,~",c.I,5., fltlPltIWII 4IZ"1
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Plot Size: 'I. ct(, AIU5 Zoning Classification: U~ ~I t'tIHo,"Pr11L f'JoJ6J,"/III" 2,,11I
Present Use
of Property: tJlIJ ~E"LO?GP
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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 of structures, or any change in the use ofland or structures requested by this
application will comply with and conform to all applicable laws of the State of Indian a
and the zoning ordinance of Carmel, Indiana, adopted under the authority of Acts of
1979, Public Law 178, Sec. 1, etseq., General Assembly of the State of Indiana, and all
Acts amendatory thereto.
Signe<t ~f:;c~/U/~
Agent
Terry Dammeyer*
(Typed)
(Typed)
STATE OF ....UUA: OHIO
Countyof~\ l;-o~
Before me the undersigned, a Notary Public for ~+\ ....v--
(C01D1~ of residence)
County, State of Indiana, personally appeared T 'eoN' ~""m~
(name of person)
an~owledged the execution of the foregoing instrument this
~ ay of :Su.!O - . 20 oc:; . ..
* Vice Presl.clent. V&B Bealty Co. ~Clf /2.~ ~ Od_."r:V
tary Public Si
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(Printed or Typed)
SS:
My Commission Expires:
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BJlAIIE1H R. 2EWRS
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My liUIIIII.IsSIon exphs 03JII/2009
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Lel!al descliption
Record Description (IDStlument #9402019)
Tlact 1
Part of the NOIthWest Quade! of Section 35, . Township 18 North, Range 3 East in
Hamilton County, Indiana, being more particularly described as follows:
Beg;nning at a point on the East line of the said Northwest Quarter Section North .0.0
degrees .09 minutes 35 seconds West (assumed bearing) 249..0.0 feet from the Southeast
comer of the said Northwest QuaIter Section; thence Notth 00 degrees 09 minutes 35
seconds West along the said East line 123...0.0 feet; thence South 88 degIeeS 4S minutes 1.0
seconds West patallel.wifh the South line of the said Quarter Section, 182..00 feet; thence
South.o.o degtees.o9 minutes 35 seconds East, parallel with the said East line 123.00 feet;
thence North 88 degrees 4S minutes 1.0 seconds East 182.0.0 feet to the Beginning Point,
Tract 2
Patt of the NOIthWest Qualtel' of Section 35, Township 18 North, Range 3 East in
Hamilton County, Indiana, being more particulat~y desCIibed as follows:
Beginning at a point on the East line of the said Northwest QUartet Section North .0.0
degxees 09 minutes 35 seconds West (assumed beating) 149..0.0 feet flom the Southeast
comer of the said Northwest Quarter Section; thence North 00 degteeS .09 minutes 35
seconds West along the said East line 100,,00 feet; thence South 88 degrees 4S minutes 1.0
seconds West parallel with the So~ line of the said Quartm Section, 184.00 feet; thence
South .0.0 degrees .09 minutes 35 seconds East parallel with the said East Hne 98.00 feet;
thence NoIth 89 degrees 22 minutes 32 seconds East 183.97 f~ to the Beginning Point.
Tract 3
Part of the Northwest Quarter of Section 35, Township 18 NOIth, Range 3 East in
Hamilton Couuty, Indiana, being more pmticuIady descnDe4 as follows:
Beginning at the Southeast Comer of the said Northwest Quarter Section; thence South
88 degrees 4S minutes 1.0 seconds West along the South line of the said Quartet'Section
184..0.0 feet; thence North 00 degrees.o9 minutes 35 seconds West, pmaDel with the East
line of the said Quarter Section, ~5LOO feet; thence North 89 degrees 22 iUiuutt.s 32
seconds East 183.97 feet to the East line of the said ~ Section; thence South 00
degrees 09 minutes 3S seconds East along the said East line 149..0.0 feet to the Beginning
Point.
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Record DescriDtion lInstrument #9402018)
Tmct 4
_. Part of the NOIthwest Quartet of Section 35, Township 18 North, Range 3 East in
Hamilton County, Indi8118, described as follows:
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Commencing at a laihOad spike marking the southeast COlDel of the said northwest
quarter section; thence on an assumed bearing of South 88 degrees 45 minutes 10 seconds
West along the scuth line of said northwest quaIter section a distance 'Of 184.00 feet to a
5/8 inch Iebm with yellow cap marlred I'S" and the Begjnning Point; thence continuing
South 88 degres 4~ minutes 10 seconds West along the south line a distance of 40260
feet to a 5/8 inch rebm' with yellow cap marked "S" at the east limited access right-of-way
line of the u..S. 31 as shown on the D.O.T. Plans, Project ST F-222(9), Sheets 16-17,
dated 1973; thence North 00 degrees 04 minutes 52 seconds West alang said east limited
access right-of-way line a distance of 619.76 feet to a 5/8 inch rebar flush with the
ground with yellaw cap mmked "Finn #0001" (hereafter refaxed to as "rebar") at the
inteIsection of said east limited access right-of-way line with the easterly 50 feet right-of-
way line of Old U.S. 31 as shawn on the D.O.f. Plans, ~ject 222, Sheets 13-15, dated
1931 and a paint on a cmve having a IadiUS of 185986 feet, the Iadius point of which
bears South 67 degrees 51 minutes 20 secands East; thence northeasterly along said
easteIly 50 feet right-of-way line and along said cmve an SIC distance 'Of 44.08 feet to a
"rebar" distant 660.00 feet north 'Of the south line of said noIthwest quarter section (said
point hems NOIth 66 degrees 29 minutes 52 seconds West from said radius point); thence
North 88 degrees 45 minutes 10 seconds East, parallel with the south ~e of said
northwest quazteI sectian, a distance 'Of 568.54 feet to a "rail road spike" at 1fie east line 'Of
said northwest quarter sectian; thence South 00 degrees 09 minutes 35 seconds East
alcng said east line a distance 'Of 288.00 feet to a "Iail raod spike" at the point distant
372.00 feet nOIth 'Of the southeast cornel 'Of said ~oIthwest quarter sectian; thence South
88 degrees 45 minutes 10 seconds West, pmallel with said south ~ a distance 'Of
182.00 feet to a "rebar";'1hence South 00 degrees 09 mmutes 35 seconds East, pmallel
with said east line, a distance of 123 .00 feet to a "Iebai" distant 249.00 feet north of the
south line 'Of said northwest quartel sectian; thence South 88 degrees 4S minutes 10
secOnds West, parallel with said south line, a distance oi2,OO feet to a "Iebar'; thence
South 00 degrees 09 minutes 35 seconds Bast, parallel with said East line, a distance 'Of
249.00 feet to the Beginning Point.
Tract 5
Part of the Northwest Qwutcr of Secti011 35, Township 18 North, Range 3 East in
Hamilton County, Indiana, being more particularly described as fanaws:
Commencing at a Railroad Spike mmtril1g the Southea$t Comer ~f the said Narthwest
Quarter Section; thence South 88 degrees 4S minutes 10 seconds West (Assmned
Beating) along the South Line 'Of the said Narthwest Quarter Section a distance of586.60
feet to an existing 5/8 inch rebat with yellow cap stamped AS" BOd the East Limited
Access right-of-way tine Cpr U.S. 31 per 0.0 T. plans, project Sl'F-222(9)" sheets 16 and
17, dated 1973; thence North 00 degxees 04 minutes 52 seconds West along said East
Limited access right-of-way line a distance of 619.76 feet to the BEGINNING POINT
(said B~GINNING POINT being a 5/8 inch rebm with yencw cap maIked "Finn #0001"
(hereiDa.ftm refeIIed to as "rebar") at the intmsectionof said East limited access right-of-
way line with the Easterly 50 feet right-of-way line of Old US. 31 per D.O.I. plans,
j
PIOject 222, sheets 13 tluu 15, dated 1931 and a po~t on a cmve having a radius of
1859,86 feet, the IadiUS point of which bems South 67 degrees 51 minutes 20 seconds
East); thence NoItheasteIly along said EasteIly 50 feet Iight-of-way line and along said
CUIve an me distance of 44.08 feet to a "rebar" distant 660 feet n01th of the south line of
the said N01thWest QuaIter Section (said point bears North 66 degrees 29 minutes 52
seconds West from said Iadius point); thence South 88 degrees 4S minutes 10 seconds
West, parallel with the South Line of the said NoIthwest Qu8Iter Section, a distance of
17.16 feet to the said East Limited access right-of-way line for U.S. 31; thence South 00
degrees 04 minutes 52 seconds East along the said East Limited access right-of-way line
a distance of4025 feet to the BEGINNING POINT
(pel Title Commitment by Hamilton Title Security, LLC, Commitment #2053802)
Excepting from the iiliove descnDed tIacts that real estate conveyed to the City Of
CaImel, by Ccnporate Limited Wmanty Deed dated October 26, 2001, and recorded
FebruaIy 21, 2002, as Instrument #200200014361, and Ie-recorded March 26, 2Q03, as
Instrument #200300029021, in the Office of the Recorder of Hamilton County, Indiana,
and COIrtaining 0,686 acres, more or less
Land DescriDtion (Based on SUIVevl
Part of the N01thwest Quarter of Section 35, Township 18 Nmth, Range 3 East in
Hamilton County, IndjAna, described as follows:
Commencing at a Iaihoad spike marldng the southeast comer of the said Northwest
Quarter Section; thence South 88 degrees 47 minutes 09 seconds West (assumed bearing)
along the South line of said Northwest QuarteI' Section a distance of 61,01 feet to the
Pomt of Begjnning; thence continuing South 88 degrees 47 minut.CS 09 se(".()Dds West
along said South line a distance of 525 .59 feet to the east limited access right-of-way line
of the U.S. 31 as shown On the D.OI, PlaiIs, Project ST F-222(9), Sheets 16-17, dated
1973; thence North 00 degrees 04 mirnn-- 52 seconds West along said east Hmited access
right-of-way line a distance of 66000 feet; thence North 88 degrees 47 minutes 09
seconds East pmallel with said South line a distance of 525.08 feet to the west right-of-
way line of Pennsylvania Street as described in a deed recanted as Instrument
#200300029021 in the Office of the RecoIdeI of Hamilton County, Indiana; thence South
00 degrees rn minutes 31 seconds East along said west right-of-way line a distance of
659.13 feet; thence South 00 degrees 04 minutes 16 seccmds Bast along said west Iight-
of-way line a distance of 0.87 feet to the Point ofbegjnnil'lg. contRining 7.96 acres, more - .
01' less '
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HAMILTON COUNTY AUDITO&
'Hamilton County Transfer and Mapping Office
33 N. Ninth Street Ste L-21
Noblesvllle, IN 46060
Fax: (317) 776-968Z -,
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F~"RANSMITTAL
TO: Ma.r~ Ve.(t1'\ i I"()III
FROMi 8A~ Gr;e.se..naUfV
FAX NO.: S 1.3 - iqt/ - 2. 5ql.j
DATE: .., -/'1. -()"
RE:
PAGES: t} (lllclacUng cover)
ATTENTION:
Due to work load and Job priorities, the RamUton Conty Auditor requires a nv~ day
return oa lued requests. II YOG wish to have you req1left mailed b8ek to Y01l, pleue IeJId ,
a self' addressed, stamped 8 ~ x 11 envelope to the above add......
The InlormadoD that YO. need Is also available on the HamIlton C01IIlty Webslte:
WW'W .eo.hamiltOll.m.ul
Tbe attached documents do not cerdf) that the proPUV cnnaen lilted are aecarat.e. Ally
persolI Hl!1d..ca more accurate searcJa of the real estate records of the cout)' sllould ...
tbe opblloa of a tlGe lDs1Inmce compny.
PRBlJCRUllED lIT .TAn _RD_ ACCOUIftII
RECEIPT
HAMILTON COUNTY AUDITOR
Il5
FUND
NOBLISVILLI, IN,
'7" 12,
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RECEIVED FROM iu'..d.~i'"""
TH E SUM OF '~"'ka ~f: UNt
ON ACCOUNT OF at~,~
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-JlAMIL TON CDUNTY AUDITDR
I, ROBIN MILl.S, AUDITOR OF HAMILTON COUNTY, INDIANA.
CERTIFY MY OFFJC~ HAS SEARCHEO OUR FtI;COJitDS "'NO BASEO ON THAT SEAR~. IT APPEARS TWAT n-tE PROPERTY OWNERS IN
EXHIBIT A ATTACHED HERETO ARE THE PROPERTY OWNERS THAT ARE TWO PROPERTIES OR 660' PROM THE REAL ESTATE MARKED
AS SUBJECT PROPERTY.
THIS DOCUMENT DOES NOT CeRTIFY THAT THE ATTACHED LIST OF PROPERlY OWNERS IS ACCURATE OR INC1,.UOES ALL PROPERTY
OWNERS ENTITLI!D TO NOTice PURSUANT TO LOCAL Ofl'.DIN"'NCE. ANV PERSON SEEI<IN(;A MORIi ACCUAATE SEARCH OF THE RSAL
ESTATE RECORDS OF THE COUNTY SHOULD SEEK THE OPINION OF A TITLE INSURANCE COMPANY.
ROBIN Mlu.s. HAMILTON COUNTY AUDITOR
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HAMILTON COUNTY NOTIFICATION LIST
PRItI'ARI!D BY THE HAMILTON COllNTY AlJ1)/TORS o."ICE. DIJI1srON OF TAX MAI'PING
PLEASE NOTIFY THE FOLLOWING PERSONS
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CITY OF
CARMEL
DEPARTMENT OF COMMUNITY SERVICES
Division of PlanDing & Zoning
LET T E R of G RAN T
August 29, 2006
PaulReis
Bose McKinney & Evaas LLP
600 E. 96'" Street Suite 500
Indianapolis, IN 46240
Re: Renaissance Hotel- 06070014-06070018 V
Dear Mr. Reis:
At the meeting held MoDday, AugUst 28, 2006, the Carmel AdvisoIy Boani ofZonmg Appeals took the following ac:tion
regarding the Developmental S1andatds Variances M filed by you for die property 1oc:ated just west of die intersection
of 122- St and PenasylVlIDia St
APPROVED: Docket Nos. 06070014, 06070015.1t 06070018 V Developmem StaBdards Variances for reduced
number of parldDg spaces, total DUJDber of signs and signs to be orieuted DOrtbIsoutb.
APPROVED: Docket No. 06070016 with the Codtlon that each ReDaissaace wall sign would be DO larger than
five (5') feet by forty-seven feet and three and seven-eightbs iDcbes (47'- 3 718j and the ground sign would be no
taller than six (6) feet, including the base. and c:onfmm with die Camel Sip 0IdinaDce.
WITHDRAWN: Docket No. 06070017 V.
Please be advised that per Sectio1l 30.05.05: Tune Limit of the Zoning 0rdinaDce, the aforementioned Development
Standards V~e approva1s are va1id for ODe (I) year. By that time, either CODtinuous ccmstruction of the
improvements must be underway, or a written request for a one-time, six-month .roension of die approvals must
have been received and approva1 gmnted by this Department. The expiration date of the approval is August 28.
2007.
Please be advised that per Sectio1l 25.07.07: SigIt Permit3 of the Zoning Ordinance, the signs approved pursuant to
the aforementioued Development StaDdards Variances must be established within one (1) year. The expiration date
of the approvals is August 28, 2007.
When applying for appUcatloDl for permits reganIJDg the Improvements contained within this approval,
please include a copy of this letter wItb your appUcatlon materials In order to ustst the Department'. revIeW.
If! can be ofay fUrtberassistance, please doDOtbesi1ate to COD1aCtme at 317/571-2417.
cc: David Littlejohn, sign permits
ONE CMC SQUARE CARMEL, INDIANA 46032
317-571-2417
~~
Angelina Conn
PlanniDg & ZoDing AcImiDistn.tor
Department of Community Services
+b
Renaissance 'Hotel
122nd Street & Pennsylvania Avenue
Carmel, Indiana
Project Summary
&
Storm Sewer Calculations
Prepared for:
W & H Realty
4243 Hunt Road
Cincinnati, Ohio 45242
August 1, 2006
DRIESENGA &
ASSOCIATES) INC.
Engineering · Surveying · Testing
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PROJECT SUMMARY
Renaissance Hotel and Commercial Building
INTRODUCTION
This summary briefly describes a summary of the proposed Renaissatlce Hotel atld Commercial Building
USE
The proposed Renaissance Hotel and Commercial Building consists of a 263-room hotel atld support facilities The
. location is an 8-acre bact on the west side ofthe intersection 'Of 12200 Street atld Pennsylvatlia Avenue, The
CUll'ent zoning is B-6 atld is alse within the U ,S 31 C'Onidor Overlay Zane,
LOCATION
The development site is b'Ounded on it's eastern border by Pennsylvania Avenue The n'Orthern and southern
boundaries consist of existing commercial development The western border of the subject property is US 31,
SITE CHARARCTERISTICS
The property is currently vacant and weaded The land slape is flat. Existing drainage pattems present an the
site indicate that mast 'Of the site generally slapes taward sauth.. In general, twa locatians have been identified
from which the maj'Ority 'Of existing drainage exits the site, The most significant in terms of ar'ea and yet the least
dermed occurs along the southern baundary. The second is located near the nartheast camel 'Of the praperty and
cansists 'Of an open 24" RCP starm drain,
PROPOSED DRAINAGE SUMMARY
With the improvements to the site a regianal detentien facility will be cansbucted off site te accept the run-off'
from the site .
The an site steIm sewer system will utilize a series 'Of inlets/catch basins and pipes to collect the stolm water,
Sumps within the inlets/catch basins will provide a st'Orm water quality BMP on the site.. Ultimately the an site
system cannects t'O a stubbed inlet/catch basin l'Ocated at the nartheast camel' 'Of 12200 Sbeet and Pennsylvania
A venue which is then r'Outed to the regi'Onal detentian basin.. Storm pipe calculatians ar'e included with this
summary as well as a Past-develapment bydrograph for the 10-year and 100-year c'Onditions,
Additianally the sectian 'Of storm pipe proposed under Pennsylvania Avenue has been sized ta cany the
IOO-yeal' Post Develaped storm event
PROPOSED SANITARY DRAINAGE SUMMARY
The sites sewage will c'Onnect ta an existing 12" line located an the east side 'OfPermsylvania Avenue. The
pOltian 'Of the proposed run consbucted under' Pennsylvania Avenue will be dedicated ta the Clay T awnsbip
Regianal Waste District The remaining portian will remain private and be maintained by Renaissance
PROPOSED STREET SUMMARY
Same wark within Pennsylvania Avenue is proposed.. Twa enllances are proposed, 'One aligning with 122nd
Sbeet and the second aligning with an exiting drive at the southeast corner A left turn median is alsa propased
within Pennsylvania Avenue at the intersection with 12200 Street
PROPOSED UTILITIES SUMMARY
With the improvements to the site the fallewing utilities will pravide service:
Electric - Duke Energy
Telephane-AT & I
CATV - Blighthause
Gas - Vectren Ener gy Delivery
CONCLUSION
By the features described abave, this site 'Offers na significant constraints which will inhibit its development
t
Hydrograph Plot
0.1 cJ~ I M,g~ . fta~ 'VIsdW~ Q.']% ~J.. 1
Hydraflow Hydrographs by Intelisolve
Tuesday, Jul18 2006,1:15 PM
Hyd. No. 1
1 0 -yr. Post Deve!.
Hydrograph type
Storm frequency
Drainage area
Basin Slope
T c method
Total precip
Storm duration
= SCS Runoff
= 10 yrs
= 7..960 ac
= 0.0%
= TR55
= 3,83 in
= 24 hrs
Peak discharge = 24.07 cfs
Time interval = 6 min
Curve number = 90
Hydraulic length = 0 ft
Time of cone. (Tc) = 16..70 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 74 719 cuft
a (cfs)
2800
10 -yr. Post Devel.
Hyd No 1-10Yr
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HydrafIow Hydrographs by Intelisolve
Tuesday, Jul18 2006,1:15 PM
Hyd. No. 1
1 DO-yr. Post Deve!.
Hydrograph type = SCS Runoff
Storm frequency = 100 yrs
Drainage area = 7.960 ac
Basin Slope = 0.0 %
Tc method = TR55
Total precip. = 6.46 in
Storm duration = 24 hrs
Peak discharge = 44.96 cfs
Time interval = 6 min
Curve number = 90
Hydraulic length = 0 ft
Time of cone. (Tc) = 16..70 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 143,426 cuft
Q (cfs)
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100-yr. Post Devel.
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Storm Sewer Summary Report
Page 1
Line LinelD Flow Line Une Invert Invert Une HGL HGL Minor Dns
No. rate size length ELDn ELUp slope down up loss line
(ets) (In) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 2615 42 c 1357 84700 847 21 0155 84918 849 36 042
End
2 2017 36c 1711 84731 847 57 0152 849n 849 92 0.27
1
3 15.27 30 c 2566 847 67 848 06 0152 85019 850 53 019
2
4 1325 30c 206 1 84816 84846 0146 850 72 85092 008
3
5 1109 30 c 166 2 848 57 848 82 0150 85100 85110 0.09
4
6 840 24 c 1904 84891 849 20 0152 851 20. 851 46. 012
5
7 311 18 c 2411 849 31 84991 0249 851 58. 851 80. 005
6
8 521 18 c 1414 848 80 84964 0594 849n 851 04 nla
1
9 374 15 c 2698 84974 85108 0497 851 04 85215 nla
8
10 344 15 c 1127 84857 85026 1500 850 19 85146 n/a
2
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Project File: storm sewer 7-27 stm Number of lines: 10 Run Date: 07-31-2006
NOTES: c = circular; e = elliptical; b::: box; Retum period" 10 Yrs; · Indicates surcharge condition
Hydl'llllaw SIorm Sewers 2003
S1
~n Sewer Tabulation
Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(I\) (ac) (ac) (C) (mln) (min) (Inlhr) (cfs) (cfs) (JUs) (in) ("!o) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 135.7 0.45 5.25 0.85 0.38 4.21 10.0 18.2 4.2 26.15 39.58 4.19 42 0.15 847.21 847.00 849.36 849.18 853.30 0.00
2 1 171.1 0.56 4.07 0.85 0.48 3.20 10.0 17.2 4.3 20.17 26.02 3.32 36 0.15 847.57 847.31 849.92 849.77 852.80 853.30
3 2 256.6 0.61 3.23 0.85 0.52 2.49 10.0 15.9 4.4 15.27 15.99 3.11 30 0.15 848.06 847.67 850.53 850.19 852.60 852.80
4 3 206.1 0.61 2.62 0.85 0.52 1.97 10.0 14.7 4.6 13.25 15.65 2.70 30 0.15 848.46 848.16 850.92 850.72 853.40 852.60
5 4 166.2 0.70 2.01 0.85 0.60 1.45 10.0 13.5 4.7 11.09 15.90 2.32 30 0.15 848.82 848.57 851.10 851.00 853.10 853.40
6 5 190,4 0.83 1.31 0.64 0.53 0.86 10.0 12.3 4.9 8.40 8.82 2.67 24 0.15 849.20 848.91 851.46 851.20 852.60 853.10
7 6 241.1 0.46 0.46 0.68 0.33 0.33 10.0 10.0 5.2 3.11 5.24 1.76 18 0.25 849.91 849.31 851.80 851.58 853.90 852.60
8 1 141.4 0.36 0.73 0.85 0.31 0.62 10.0 11.5 5.0 5.21 8.09 4.59 18 0.59 849.64 848.80 851.04 849.77 854.90 853.30
9 8 269.8 0.37 0.37 0.85 0.31 0.31 10.0 10.0 5.2 3.74 4.55 3.48 15 0.50 851.08 849.74 852.15 851.04 854.60 854.90
10 2 112.7 0.28 0.28 0.85 0.24 0.24 10.0 10.0 5.2 3.44 7.91 3.67 15 1.50 850.26 848.57 851.46 850.19 856.00 852.80
Project File: storm sewer 7-27 .alm Number of lines: 10 Run Dale: 08-01-2006
NOTES: Intensity = 337.41/ (Inlet time + 28.70) ^ 1.14; Return perIOd = 10 Yrs.
Hvdr8flow Storm s- 2003
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August 17, 2006
Mr. Terry Dammeyer
Winegardner & Hammons, Inc. ]A\IES BRAINARD, MA)"OR
4243 Hunt Road
CinciJmati, Obio4S242
RE: Reuissaace Hotel
Dear Mr. Darmeyer:
The following letter represems comments for 1bis project specifically addressing the area of aItemative
transportation. I have reviewed the drawiDp submitted for the August 16. 2006 Teclmica1 Advisory
Committee meeting and offer the following comments:
ALTERNATIVE TRANSPORTATION REVIEW COMMENTS
1) The AJtemative TlllllltpUAWiOD PIaD ~ the CODSII'UCtiOD of a 10' aspba1t paIb along
Pennsylvania Street. Please revise the pJaas to iDcJude aDd label this paIb.
2) Please revise your plans to indicate bicycle racks that COlIform with the specifications outlined in
the Carmel ZcJniD& 0Idiaance Sec:tiOD 27.06 Bicycle PaddJI&.
We request that aU responses to our commellt!l be provided in writiq. Failure to provide written responses
may result in delay of the review process.
It is c:ritica1 that 1bis office be made 8W8I'e of aU modification made. OD the plans being re-submitted,
particularly if any such ~ are ccmsidend "'Dew" OJ' fall ouISicle of 018' previous reviews. Please
provide revised plans in~ aU revisions. Please notifY us of any r.lumr aDd specifically Stale any
clumges.. including l!luntr resu~ fiom PIaD ConnniaiOD, Special Studies OJ' other committee meetinp.
The DepartmeDt ofCcmummity Services reserves the Jiabt to provide additioDaI comments based on
subsequeat reviews.
If you have questions, please CODIIICt me It S71-2441.
-.my, ~ ~
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~~ ofCnnnnllQity Services
cc: Malt Oriftia, ~buwt ofCnmmunity Services
p~ DepIrtmeat Review
Project File
DEPARTMENT OF ENGINEERING
Or.'E CMC SQUARE, CARMEL, IN 46032 OFFICE 317571.2441 FAX 317.571.2439
EMAIL engineering@canneJ.in.gov
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August 16, 2006
JAMES BRAINARD, MAYOR
Mr. Jeff Eagle, VP Construction
Winegardner &. Hammons, Inc.
4243 Hunt Road
Cincinnati, OH 45242
RE: ReDaissaDce Hotel aDd Commercial BaUdiDt-ProJed Review #1
Dear Mr. Eagle:
We have reviewed the construction drawings submitted for this project for the August 16,2006 Tecbnica1
Advisory Committee meeting. We offer the following comments:
GE~RAL INFORMATION
1. The project site is currently within current City of Carmel Corporate Limits.
2. Jmisdictions:
. Street and Right of Way - Pennsylvania Street/City Center (122M Street) Drive
. Water-city of Carmel Utilities.
. SaDitary Sewer-The project is within Clay Township Regional Waste District service area.
. Storm SewerlDrainage - City of CarmeL The Hamilton County S1D'Veyor's Office has
jmisdiction over legal drains and discbarp to legal drams.
3. Board of Public Works and Safety Approwl Requirements:'
. Water Availability approwl:
Water Availability Approval request to the Board is based upon EDU requirements
as determiDecl by the proposed use oftbe buildiDg. Water Connection Fees will be
based upon EDU ca1c:u1atioJlS.
If emryway or other irrigation systems are plaJmed, additiODBl Water Availability
Approwl fivm the Board will be reqairecl and additional Water Connection Fees will
be assessed based upon the size and usage of the system.
. Commercial Curb Cat-Please provide 8Y.. x 11 exhibits to accompany the request for
commercial curb cat approval. 1Dc1ade all pertiDent data includiDg radii, drive width al throat
and street, opposing drives etc.
. Tempcory Construction Eabaace-Board approwl is reqairecl if the temporary entrance is
located ala site other than the existing approved curb cats. Please provide exhibits as deIailed
above, if applicable.
. Open Pavemeut Cats in dedicated streets. It appears that there will be several instances of
open pavement cuts.
. Sec:ondary Plat approval if applicable.
. Dedication of risJIt of way if applicable.
. CoDsent to EDcroach AgreemeDts for any peI1DIIDeIIt improvement to be installed within
dedicated risJIt ofway and/or dedicated easements.
I am enclosiDg a schedale for Board ofPub1ic Works and Safety meeting dates and agenda
deadlines for yom' use. Please use the "'~ Department deadliDes for submissions to the
Board.
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DEPARTMENT OF ENGINEERING
ONE CMC SQUARE, CARMa, IN 46032 OmCE 317.571.2441 FAX 317.571.2439
EMAIL engineering@cannel.in.gov
- ...
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Advlsoty Committee. AU written requests to be pltlce on the BotIrd'slIgemltllllllSllncblde the
approprillle Docket Numbers and the dllle (or .tes) of approVIII by the PIIIII Commission
and/or BZA.
4. T AC Review/Drawings submitted for approval:
We reQuest that all comments and comment letters generated by this office be answered in writing
and be accompanied by a drawing reflecting requested revisions. Final drawings will not be
approved for construction until all issues have been resolved. The design engineer must certify all
drawings submitted for final approval. This office will require a minimum of four-sets of
approved drawings after all issues have been resolved and the construction drawings have been
approved. The drawings will be stamped as approved and signed by the-City Engineer and by the
Director of Carmel Utilities. The Developer/Owner will receive one-set which is to be maintained
on the construction site at all times. Carmel Utilities will receive one set. The Engineering
Department Construction Manager will receive one-set and one-set will be maintained in the
Department of Engineering. If more than the minimum of four-sets are requested to be approved,
the additional sets (maximum total of two additional) must be submitted with the four required
sets.
S. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated
right of way and/or dedicated easements will require a Consent to Encroach Agreement between
the Owner/Developer and the City of Carmel. This Agreement requires Board of Public Works
and Safety approval.
6. Please provide Carmel Utilities with aU initial and subsequent drawinp submitted for
review. They will provide a separate review regarding these issues. Please submit to:
Paul Pace, Water Distribution
City of Carmel Water Utility
130 lit Avenue SW
Carmel, IN 46032
7. Carmel Utilities subscribes to "Holey Moley" who should be contacted for water main locations.
8. The following items are being included with this review. Please share this information with all
appropriate entities to be involved in this project
. Equivalent Water User Contnbution Multiplier.
. Current Water Connection and Availability Fees.
. Commercial Project Approval Procedures.
. Performance Release Procedure.
. Permit Data, Contacts, etc.
. COJDDlercial Permitting Procedures.
BONDING REOUIREMENTS
9. Upon initial review, it appears the following bonding requirements may apply to this project:
Perfol'lll8lleelMaintenance Guaraatees
This project may be required to provide Certified Engineer's Jtainuttes and
Performanc:eIMace Guarantees for the following improvements:
. Water Mains if applicable.
. Perimeter concrete sidewalks/asphalt paths if applicable.
. Perimeter road improvements if requested.
. Erosion Control
Provide detai1edrrtemi. Certified Engineer's p.aimAtes in the amount of 100% of the cost of
labor and materials for the requested improvements. Provide individual Performance Guaramees
in the amount of the P..~'s E.dhn--. When the improvements have been constructed and
ac:c:epted and the Perfonnanc:e Guarantee is released by our BPWS, 3- Year Maintenance
~ will be required in the amount of 15% of the Performance amount for streets and curbs
and 10% of the Performance amount for all other improvements.
Street CatlRiPt of Way Permit and Boading Requiremeats
Any work in the dedicated right ofway ofPennsyMmia Street will require a Right of Way Permit.
If the work is included in the scope ofwork of a required Perfonnance Guarantee, a separate
License and Permit Bond will not be required. Iftbe work is not included in a Perfonnance
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Guarantee, a License and Permit bond will be required. The bond amount will be determined by
the number of instances of work in the right of way @ 52,000.00 per instance. 0Den DQVement
cuts In dedicated streets relllllre IIDDI'OWlI bv ollr Board of Public Wora ad Safetv. Please
contaCt Fred Glaser, Department of Engineering Right of Way Inspector/Manager for details
regarding this issue.
10. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations
submitted to this office for review. We will share Crossroad's comments as they are received.
When construction plans are submitted for review for this development, please provide a set of
drawings and drainage calculations directly to Crossroad.
Contact Amanda Foley, City of Carmel Storm Water Administrator, regarding bonding
requirements for erosion control.
AVAILABILITY AND CONNECTION FEES
11. Water Availability (acreage) Fees are required to be paid after Engineering Department approval
of the project's construction plans and prior to obtaining a Building Permit. Availability Fees are
based upon total platted acreage or legal description acreage at the current rate ofSl,OIO.OO Per
acre, subject to future revisions. Based upon the legal description on the plans, the preliminary
Water Availability Fee calculation is:
7.96 Acres @ 51,010.OO/Acre = 58,039.60 or 58,040.00
12. Water Connection Fees are required to be paid after Engineering Department approval of the
project's construction plans and prior to obtaining a building permit. Connection Fees are based
upon the EDU calculation of the proposed usage of the building at the current rate ofSl,310.00
per EDU ,also subject to future revisions. Please provide this office with a detailed list of the
various uses planned for these buildings. It appears that the following uses may apply:
. Bars & Coc:k1ail Lounges - 0.10 EDUISeat
. Retail Space - 1.0 EDUllOOO aa
. Hotels - O.SO EDUlRoom
. Office - O.SO EDU/lOOO aa
. Restaurant-O.lO EDUISeat
. Swimming Pools - 1.60 EDU/lOOO aa
. Barber Shop - 0.30 EDU/Chair
. Beauty Shop - 0.90 EDU/Chair
q 1I1I1rrlg1lllo" sptaIIls P"""'/Of tills dndoplll61lt, tIIidJtIoIUII Wilier Co""a:tID" FIfG wID
be asesu4 baed IlptIII tile 1f!CtJIIIIfU!IIdIIIIoIu 0/ tile Dlnctor 01 CIIIIIeI UtIIltles.
CONSTRUCTION DRAWING COMMENTS
A seven-page Plan Cenification Form is enclosed with this letter. This form was created with the desire
and intent to streamline the plan review process. We request that you please complete this form and return
the original of this form along with complete 24" x 36" civil drawings to the ~ of Engineering as
soon as possIble. Comments will be generated after 1he Plan Cenification form is returned.
Please treat each item on 1he form as a requiremeot of the Department of Engineering. Providing a "no" or
"N/A" response to any of the items does not relieve the Developer of the responsibility of meeting the
requirements of the Department of Engineering. The Department of Engineering will make the final
detennination as to the acc:eptability of any "Do" or "NI A" responses.
13. Any oft"-site easements necessary for inmIlImon ofuti1ities and stonn drainage must be securecl
prior to the Depanment of Engineering approving the drawings.
14. AU paving within the exing and proposed City right-of-way shall conform to the requirements
of the Department of Engineering. Please add a note to the drawings that the Contractor shall
contaCt the DeparIment of Engineering to schedule a pre-c:onstruction meeting to review the
Department's consttuction requirements, staff" notification requirements, required inspections for
certain stages of the work and to review the authority of the DeparIment as it relates to work
within the existing and proposed City right-of-way.
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15. Please contact Crossroad Engineers to obtain drainage review checklist for consideration in
developing construction plans and that design effort.
16. ADA ramps are required at all locations where the sidewalks or asphalt paths cross the streets.
17. Please delineate any curb cuts on the plan for sawcut, removal, and replacement
18. An asphalt path is required along the entire Pennsylvania Street frontage, per the Alternative
Transportation Plan.
19. Please add an Asphalt Path Detail that requires I inch HMA # II surface on 2 inches lIMA #8
binder on 5 inches #53 stone, if applicable.
20. For sidewalk within the right-of-way, please specify the width of the sidewalks to be 5 feel
Please add the following notes to the sidewalk detail: "SPACING BETWEEN TRANSVERSE
JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH," "SIDEWALK BUILT WITH
DRIVEWAYS SHALL HAVE MINIMUM nnCKNESS OF 6" OR nnCKNESS OF
DRIVEWAY, WHICHEVER IS GREATER," and "JOINTS SHALL BE TOOLED OR SAWED
TO A DEPTH OF Y.t THE SIDEWALK nnCKNESS."
21. Please remove the LANDSCAPE PLAN sheet titles from the index on the cover sheeL The
Engineering Department does not approve landscaping or landscaping plans and they should not
be included in drawings submitted to Engineering for review andlor approval.
22. Please replace the STRAIGHT CONCRETE CURB DETAIL (SIC803) with the City of Carmel
standard detail.
23. For subsurface drain within the right-of-way, please add the City of Carmel subsurface drain
standard and add the note "ALL SUBSURFACE DRAIN TO BE DOUBLE WALL RANCOR
HI-Q OR EQUIVALENT' in the vicinity of the subsurface drain standard.
<3 Please indicate dedication of the Right-of-Way prescribed by the City's 2G-year Thoroughfare
Plan if the existing Right-of-Way is not of sufficient width.
25. Please label and dimension the right-of-way of Pennsylvania Street.
e Entrances with medians may be a maximum width of 46 feel Each 1I'avellane (on either side of
the median) shall be a maximum of 18 feet wide and the median shall be a maximum of 10 feet
wide. The north entrance is in compliance at the west end of the median. but the plans must be
revised such that the east end of the median is in compliance.
;;; As the drainage design progresses, the design shall accommodate detention volume for the fully
o developed site and for the fully developed thoroughfare plan right-of-way for the perimeter road
frontages. This requirement shall apply reprdless of watershed Iimi1s. Please provide adequately
sized pipes to cany water from the street to the proposed ponds. Please confirm with the
Pannatoni Development that they are accommodating this requirement.
28. This project is subject to the Carmel Stormwater Management Ordinance, which was adopted
FebnIaty 6, 2006.
29. All Pennsylvania Street drainage structures and bridges across the frontage of this development
must be indicated on the plans and replaced or improved by the developer to accommocIate the
widening, auxiliaIy lanes, multi-use path, and any other required improvements to the property or
the roadway.
30. On all sheets where the street name "I~ Street" appears, please revise to "City Center Drive."
31. Please remove the graphic scale from all sheets.
32. Please provide a maintenaqce oftraftic plan.
~ Please include the note "THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN
THE PAVEMENT, CURBS, OR SIDEWALKS, OR ASPHALT PATHS" on all app.Opliate
sheets.
34. Ifit will be necessary to relocate existing utility poles, they must be relocated to within one foot of
the proposed Jisbt-of-way. The expense of such relocation sbaII be home by the Developer.
35. The Department requires that the c:onstruetion drawings be developed in ac:cordance with the City
of Carmel digi1aI submission standards and that all required submiaaIs for primary plat, secondary
plat, and construc:tion drawings be made. The digi1aI files must be submitted to the Department of
Engineering prior to approval of the construc:tion plans.
36. The City bas adopted a new paving policy. Please revise any notes, specifications, and details to
accommodate this policy. The language of this policy must be added to a specification sheet on
the plans.
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37. The City bas adopted a new curbing policy. Please revise any notes, specifications, and details to
accommodate this policy. The language of this policy must be added to a specification sbeet on the
plans.
38. As discussed at the meeting, the City's Thoroughfare Plan requires construction ofbalf of the
improvements prescribed by the Thoroughfare Plan across the frontage. Typically, developers
provide the money equal to the value of constructing these improvements to the City for deposit in
the City's non-reverting Thoroughfare Plan fund.
1391 Although not discussed at our meeting, the City is requesting right-of-way dedication for a future
V roundabout at the intersection of City Center Drive and Pennsylvania Street This right-of-way
shall be a 120-foot radius circle centered on the existing intersection of the centerline of City
Center Drive and the section line.
40. As we discussed, the piping under Pennsylvania Street to discharge storm water runoff fiom the
site into the Pannatoni Development must be sized to convey the lOO-year storm without
overtopping the roadway.
41. Thank you for indicating the construction of a left turn lane in the existing median for northbound
traffic at the main entrance.
@ Please confirm with the Department of Community Services the need for internal vehicle
connectivity to the north parcel for a future connection.
43. The Department understands that storm water detention and post construction storm water
~ treatment is being provided off-site.
~ The portions of commercial driveways within the right-of-way sball be constructed of concrete
and shall have a depressed curb along them to maintain drainage.
These comments represent the Department of Engineering's initial review of the construction drawings for
this project. We request that all responses to our comments be provided in writing. Failure to provide
written responses may result in the delay of the review process.
It is critical that our office be made aware of all modifications made on the plans being resubmitted,
particularly if any such changes are considered "new" or filii outside of our previous reviews. Please
provide revised plans including all revisions. Please notify us of any changes and specifically state any
changes, including changes resulting fiom Plan Commission, BZA or other committee meetings.
All bonds and performance guarantees must be posted prior to Engineering Department approval of
construction plans. Also, Board of Public Worlcs and Safety approvals and any -other governing agency
approvals (if required) must be obtained prior to Engineering Department approval.
The Depirtment reserves the right to provide additional comments based on subsequent reviews.
If you have questions, please c:ontad me at 571-2441.
;
cc: Matt Griffin, Department of Community Services
John Duffy, Cannel Utilities
Paul Pace, Cannel Utilities
Greg Hoyes, Hamilton County Surveyor's Office
Greg Ilko, Crossroad Engineers
Project File
Engineering Department Review
S:\PROJREV06\RENAlSSANCEHOTEL
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August IS, 2006
JAMES BRAII\ARD, M-\YOR
Mr. Jeff Eagle, VP Construction
Winegardner &. Hammons, Inc.
4243 Hunt Road
Cincinnati, OH 45242
RE: Renaissance Hotel and Commereial BuDding-Project Review #1
Dear Mr. Eagle:
The following letter represents additional comments &om the Engineering Department for this project
specifically addressing the areas ofstorm water quality. We have reviewed the construction drawings
submitted for this project for the August 16,2006 Technical Advisory Committee meeting and offer the
following comments:
BONDING REOUlREMENTS
1. The followblg bonding requirements apply to this project:
Performance Gunatees
An Erosion and Sediment Control Performance Guarantee is needed for this project.
STORMWATER OUAJ.ITY REVIEW COMMENTS-CONSTRUcnON PLANS
The following items of the storm water pollution prevention plan have.aot been satisfied:
B2. Sequence describing storm water quality m..un Implementation nlatlve to land disturbing
adivities
Notify the City of Carmel Engineering Department 48 hours prior to stBrting and schedule a pre-
CODSIrUCtion meetin& with the City.
An erosion and sediment COJdI'OI plan to be implemented pre-construction and durina grading is
needed and should be shown on a separate sheet &om CG.IIO.
The refe.~ ~IIY silt basin, berms, and filter strips are DOt shown. The most logical point
for the silt basin, acconIing to the topography, would be at the Southwest corner. Storm water is
also leaving at the Northwest and Northeast corners. BermsIrock check dams should be
considered.
The sequence and "'Notes" on 00.110 are not specific to this project.
84. SedIment control meuuns for sbeet flow ....
lIS. Sediment control meuuns for concentrated flow .... .
B6. Sediment coatrol ......res for storm sewer iDIet proteetion
It is DOt clear what type of inlet procecdon is to be used. Filter &bric under the pate ID8)' be used
just after die storm sewers have been installed, while the sIIeets are being constructed, but is not
accep1able IS inlet plotection after this point. The City prefers to see inlet protec:tion practices 1bat
are either 1) secured to the castina in some fashion or 2) are of tile catch basin insert type.
B14. Monitoring and malntea8Dce guidelines for _cia proposed storm water quality m..un
Referenced S1IaW bale dams are DOt shown on plans and are DOt an BCCepIBbIe practice in die City of
CarmeL
BlSo El'8lioD and sediment controlspedfiatloDl for individual buDding loti
This is DOt appHcabIe to this project.
DEPARTMENT OF ENGINEERING
ONE CMC SQUARE, CARMEL, IN 46032 OmCE 317.571.2441 FAX 317.571.2439
EMAIL engineenng@canne1.in.gov
;
The following items for post construction stormwater poUution prevention have not been addressed:
0. Sequence describing stormwater quality measure implementation
C3. . Description of proposed post construction stormwater quality measures
C4. Location, dimensions, specifications, and construction details of each storm water quaUty
measure.
C5. Description of maintenance guidelines for post construction storm water quaUty measures
Additional comments:
The referenced CGl12 was not included.
We request that all responses to our comments be provided in writing. Failure to provide written responses
may result in delay of the review process.
It is critical that this office be made aware of all modification made on the plans being re-submitted,
particularly if any such changes are considered "new" or fall outside of our previous reviews. Please
provide revised plans indicating all revisions. Please notify us of any changes and specifically state any
changes, including changes resulting from Plan Commission, Special Studies or other committee meetings.
All bonds and performance guarantees (if required) must be posted prior to Engineering Department
approval. Also, Board of Public Worlcs and Safety approval and any other governing agency approvals (if
required) must be obtained prior to Engineering Department approval.
The Department of Engineering reserves the right to provide additional comments based on subsequent
reviews.
If you have questions, please contact the Engineering Department at 571-2441.
Sincerely,
~~hft<t
Storm Water Administrator
Department of Engineering
cc: Matt Griffin
Project File
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City of Carmel
Fire Department Headquarters
2 CIVIC SQUARE
CARMEL, INDIANA 46032
Voice (317) 571-2600 Fax (317) 571-2615
Fire Prevention Bureau
Jeff Eagle
Winegardener & Hammons, Inc.
4243 Hunt Rd.
Cincinnati, OH 45242
RE: Cannel Renaissance Hotel
LE1TER OF APPROVAL
The undersigned has reviewed the proposed plans for
Carmel Renaissance Hotel
and has approved the plans subject to the following:
1. Our office is requesting a meeting to discuss the location of the fire department connection. We
are also requesting an exterior entrance to the fire sprinkler riser room.
2. We are requesting that a Knox box for fire department emergency access and Knox fire
department connection caps be provided. Knox products and accessories can be purchased on
line at www.knoxbox.com
3. Will the building have a fire alarm system? If so we are requesting a remote enunciator be
located at the main entrance.
4.
5.
6.
Please respond to the above noted condition(s) in writing and submit to our office prior to the
scheduled Technical Advisory Meeting for this project.
Date: Auaust 15. 2006
By: Gary Hoyt. Fire Marshal
Carmel Fire Department
.
-Brewer, Scott I-
<SBrewer@carmel.in.gov>
08/12/200603:40 PM
To <Miket@sigisdriesenga.com>, W Jeff EaglelWHIW
<Jeff.Eagle@whihotels.com>
cc "Griffin, Matt ~_w <mgriffin@carmel.in.gov>, -Holmes,
Christine BW <cholmes@carmel.in.gov>
bcc
Here are my initial omments on this submission:
Subject Renaissance Hotel Landscape Comments
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./ 1. The tree graphic planting details must show the root flare planted at grade level,
not same grade level as in nursery. and a note that says guying stakes and wires must be
I removed within one year.
2. On the north perimeter there are apparently overhead electrical lines with tall
/grading shade trees underneath them. This conflict must be resolved.
. 3. There are several species of trees indicated on the plan that we do not allow or
recommended be planted. They are ornamental pear species (especially for shade trees in
parking lots or for street trees), or do not recommend like red maple or certain crabapples
because of health and disease problems. (See Attached)
We recommend the majority of parking lot trees are medium to large growing shade trees.
tV 4. ./ A tree preservation plan must be attached to the plan set as well as graphic details
. for the selected method of tree preservation. There is one large tree by itself near the front of
the parking lot about level with the south side of the building; with a seemingly simple
re-configuration of the parking lot it looks possible to preserve this tree. In light of basically
clearing the entire forested lot, it would go a long way to the community to preserve a tree like
;. this, and prOVide a significant impact visually for the hotel.
5. Please show the quantities of the plant material on the plant schedule.
smr::t^-!e:
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Dear Jeff and Mike:
Please reply to these comments by revised plan and in writing.
Scott Brewer, City Forester
Environmental Planner, DOCS
City of Carmel,
One Civic Square
Carmel, IN 46032
PH: 317-571-2478
FAX: 317-57"1-2426
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City of CeTl1l?J
(Carmel Police D,eJPartmenf
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Carmel. indiana ..1 b032
August 9, 2006
Jeff Eagle
VP Construction
Winegardner & Hammons, Inc.
1663 Central Parkway
Cincinnati,OH 45214
RE: Renaissance Hotel
Dear Mr. Eagle:
The information for the above-referenced project has been reviewed.
At the present time, I see nothing in the plans that would hamper law
enforcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully,
~~a~~~
Chief of Police
MDF:vb
cc: Dept. of Community Services
(317) 571-2500
A Nationally Accredited .Law Enforcement Agency
Fax (517) 571-2512
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August 17,2006
151 Submittal
Mr. JefT Eagle, VP Construction
Winegardner & Hammons, Inc.
4243 Hunt Road
Cincinnati, OH 45242
RE: Renaissance Hotel
Technical Advisorv Committee
Enl!ineerinl! Review for Develooment Drainal!e Desil!ns
Dear Mr. Eagle:
The storm water review of the proposed construction plans and drainage calculations for the above
referenced project has been completed. The submittal is in need of additional information in order to
be in compliance with the City of Carmel Stormwater Technical Standard Manual (the manual).
Please revise the plans in accordance with the comments below.
J. Per Section 102.03 of the manual, please provide the following required information:
a. Post-development watershed map, including the drainage area designation
corresponding to the designations in the drainage calculations, the area in acres for
each drainage area, the post developed curve numbers for each drainage area;
b. Watershed map showing that all off-site acreage draining through the site is
accommodated, including the fully developed right-of-way per the City of Carmel
Thoroughfare Plan;
c. Soils hydrologic group calculations;
d. Post-developed peak runoff calculations including the runoff curve number
calculation, time of concentration calculation, and anticipated "C" values of master
planned areas, with the post-developed conditions curve numbers to be changed to
the next less infiltrating capacity category per Section 201.03-B of the manual;
e. The Rainfall intensity data table, Table 201-3 of the manual;
f. For the pipe sizing calculations, a Storm Basin Watershed Map, which shall include
the basin area designation corresponding to each individual inlet designation in the
drainage calcuiations and the area in acres for each basin area, and;
g. Time of concentration and time of travel calculations for local and aggregate basins.
2. The minimum allowable slopes shall be those capable of producing velocities no less than 2.5
when the sewer is flowing at full capacity, not average velocities or velocities resultingfrom
conveying the flow from the design storm. Please review and revise.
3. The project nan-ative submiUed with the construction plans states that with the improvements
to the site a regional detention facility will be constructed ojJsite to accept the runofffrom the
site. Please provide information on this regional detention facility to confirm that the
proposed improvements will not exceed the design criteria originally assumed Jor this lot.
4. The proposed ojJsite connection is shown on sheet CU-101 (Str. 401) as a proposed 42-inch
and a structure to be designed by others. Please provide additional survey information to
confirm that Structures 402 and 401 will not be in conflict with the storm sewer recently
constructed along the north side of 122"" Street. Crossings along this existing storm sewer
shall be shown and noted in all plan views as well as in the profile view.
Renaissance Hotel
Driesenga 8r. Associales. IDe
August 19,2006
Page 1 of2
3417 ~ Drt\ie . 8BBch &rave. ...... 4ilD7 . Tel 3I7e~lS55 . Fax 3I7e7BDeEi5i!5
5. Please include the storm sewer note from Section 102.02 (vii) of the manual.
6. Please include a structure data table in the construction plans per Section /02.02 (xiv) of the
manual.
7. It appears that there is no grading that will provide an adequate outlet for runoff along the
south side of the site. Please review and revise accordingly.
8. Per Section 501.01 of the manual, all storm structures shall have no less than 2.5 feet of
cover along any part of the pipe from final pavement elevation or final ground surface
elevation to the top of the pipe. Sheet CR-/01 shows cover over the 42-inchpipefrom
Structure 402 to be less than this requirement. Structures 403,404,405,406,407 and 410
have less than minimum cover from final pavement elevation to the top of pipe. Please
review and revise.
9. Structure top of casting elevations are not consistentfor Structures 403, 411 and 407
between the elevations provided in the profiles and the elevations provided in the drainage
calculations. Please review and revise.
/0. Please label Structure 404 in the plan view on Sheet CR-/OI.
11. The Storm Sewer Summary Report provided with the drainage report indicates surcharge
conditions for Structures 408 and 407. Please review and revise as necessary.
Please include with your submittal, one (I) copy of the comments indicating the action taken or
a written explanation for action not taken. Construction plans and drainage calculations are not to
be re-submitted without implementing changes with respect to any and all review comments from the
City of Cannel and the Hamilton County Surveyor's Office. The comments and plans may be
submitted to my attention at the following address:
CrossRoad Engineers, P.C.
3417 South Sherman Drive.
Beech Grove, IN 46107
Please contact me at (317) 780-1555 ext. 112 with any questions.
Sincerely,
Renaissance Hold
Dricscnp & ~~ IDe
Augusl19,2006
Paac 2 of2
copy: Gary Duncan, City of Carmel Assistant Engineer
Greg Hoyes, Hamilton County Surveyors Office
Jean M. Wodarek, P.E., Driesenga & Associates, Inc.
File
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08/11/2006 15:42
3177769628
HAMILTON CO SURVEYOR
PAGE 02
:Kt'ntoll c. 'l.f.JQl'd. S(f"'C)'Clr
rr/icmc (~17" J 77~.'~4!'$
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August 11, 2006
Winegardner &. Hammons, IDc.
ATTN: IeffEagle
4242 HWlt Road
Cincinnati. HO 45242
VIA F ACSlMILE: S 13-794-2590
RE: a.aalssaace Hotel
Dear Mr. Eagle:
We have teVicwed the COI1ItIuction plans submitted to the HlIIDilton C01D1ty Surveyor's
Office on August 4, 2006 for this project and have the following comments:
1. The proposed project falls in the inoolporated area and MS4 jurisdiction of the
City of CanneL
2. The proposed project DOES NOT fall in a Carmel Wellhead Protecticm Zone.
3. lbe proposed project fiIlls in the W.R. Fertig lleplated Drain Watershed. This
watershed bu an allowable release rue of 0.25 c& per acre.
4. Please submit aD outlet permit to the indirect discharp to the W.R. Pertig
Replated Drain. Tbe application is available on our website at
httD:llwww.co.hmU1tcm.in.us. go to Dcpamncruts, Surveyor, and Fonns.
S. In dctcrminiq the required storage volume ftom this site. the 11 to 100 year
releaSe rate ahou1cl be 1.99 cfs, based on the 0.25 efs per acre aDowabJe ",lease
rate in the WoR. Forti. watershed.
6. While it ~ the drliDase desip for the hoteJ is less then the usumption or
the 122M IIIld Pam Development, please cootdiuate with American ConsuItiDg
Eqineers to make sure the repm.u deteaDOIl pond is desisn ~y.
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08/11/2006 15:42 3177769628
HAMILTON 00 SURVEYOR
PAGE 03
1. Without having storm sewer P &. P sheet to verify, it appears a conflict will exist
between the proposed 42" Ref under Pennsylvania Street and the existina storm
sewer on the east side of the street. Please verify with Carmel EqiDeering dud is
will not be a conflict.
8. Is a draiDagc easement being requested to cover the storm sewer from this site,
thru the 122fld and Pean Development. to the W.R. Pertig Regulated DraiD, or at
least to the 122M Street Risht otWay? This would be recommencled so preserve
the legal right for you site to drain thru lancl owner by other ancl allow for
maintenance of the pipe in the event it noptivoly impacts the draInap for your
site.
9. The outlet pennit for this site win be issued cmce the site with the regional
detention pond is approved by HCSO and Carmel ~ and all i88Uc with
the coDStruction plBns for this site arc resolved with HCSO 8Dd Carmel
B~eeriDg.
10. Please note that further comments may be lIecessary at a later date.
Should you have any questiona, I CID be reached at 317.776-8495.
~'~
Ores Hoyes, AC
PIan Reviewer
CC: Matt Gri.tlin - Cazmel DOCD
Amanda Poley - ~~I Enginecrina
Mike McBride - HCHD
Dick HiD - Carmel E.IJIineeriDI
Ama1lda Foley - Carmel EnsineaiD.
Ore..nto - C1vssroad EnaiDeers
Jean Wodarek - Dri~ & Associates
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PROFORMER XL
MEDIUM/LARGE
~.
.i->'..,.,;;....
.........: '.'
.@-@
4*&
Features
Housing - Square, formed aluminum housing with embossed decorative band.
Optional color vinyl trim stripe available.
Door - Formed aluminum door with round, clear, convex tempered glass lens.
fully gasketed to housing, secured with hinge and two captive screws. Optional
flat glass lens requires reduced envelope lamp.
Optics - Specular, anodized aluminum. segmented reflectors for vertical lamp,
provide Type III, IV, V square, or V rectangular light patterns. IESNA Full cutoff
lighting classification achieved with flat lens. Tool-less fasteners allow easy ac-
cess to ballast. Type V4 optics factory-rotatable in H40 and H 1 K wattageJsource.
Mounting - Extruded aluminum arm required for pole mount. Spider mount
has four twin-tube arms attaching housing to pole top fitter. Yoke mount has
two square vertical supports securing housing to pole top fitter.
Electrical - Mogul porcelain socket. pulse rated, with spring loaded, nickel
plated center contact and reinforced lamp grip screw shell.
Finish - Durable Lektrocotee TGIC thermoset polyester powder coat paint
finish assures long life and maintenance-free service.
UL and CSA listed for wet locations.
Ordering Information Example. PFL - A - P1K - V5 - C - Q - GR - F4
OrienU
Dist.
Lens
Series
PfM Medium Proformer
(175-4OOW)
PFL Large Proformer
(400-1000W)
Mounting
A Arm Mount
(arm not induded, order
separately)
5Dider MOunt
54 Pad W sqUire pole)
55 Pad (5- square pole)
5& Pad (6- sqUire pole)
51 2 318- tenon
Yob Mount
YeA Pad (4- sq. alum. poIel
YSA Pad (5- sq. alum. pole
YIA Pad (6- sq. alum. pole
Y45 Pad W sq. steel pole)
Y55 Pad (5- sq. steel pole)
Y65 Pad (6- sq. steel pole)
YT 2318- tenon
~=-
H17 175W (ED-2&)
HZ5 250W (EJ)o28)
H40 4fK1N (ED-37)'
H1K l000w (IT-56)'
Pulse 5t8It MmI H.&de
P25 250W (ED-28)
m 320W (ED-37)'
P35 350W (ED-37)'
NO 4fK1N (ED-37)'
P45 450W (EI>37)
P75 750W (IT-37)
P1K 1000w (IT-37)
Hiah ......... Sodium
525 250W (ED-18)
540 4fK1N(ED-18)
51K l000w (E-25)'
PAl PFt.
IZJD
00
lZl[z]
[lJD
lZllZJ
[lJ[lJ
[Zj1ZJ
[lJD
[lJD
[lJ[Z]
lZlD
[lJD
IZJIZJ
[Z][Z]
IZJD
IfjlZl
DIZJ
IZJD
IZJD
IZJD
IZJD
DIZJ
DIZJ
DIZJ
IZJD
IZJD
DIZJ
Series
Wattsl
5oum!
Volts
Color
options
Mount
Lanlp 0rientlIti0nlDI
VI Yen.m
V4 Yen. IV
V5 Vert. V (square)'
VT Vert. V (rectangle)'
Lens
F Flat
C Convex
,. Quad Tape
(120, 208, 240, 27'JVtf
5 .qoy
T 12012771347V GA.
Calor
DB DarIt Bronze
BL BIacIc
WH White
GI Gray
P5 Platinum 5ilver
RD Red (Premium Color)
FG Forest Green
(Premium O*w)
CC Custom Color
(Consult Factory)
~ Fusing (replace X with
voJtage: 1-120, 2-208,
3-240, 4-717, 5-480, 6-347)
PIIOO PhotO Cell ReceptaCJe [lJ1ZJ
(repIaca X with voltap:
1-120,2-208, 3-240, 4-717,
5-480, 6-3471
QZ Quartz R5 with lamp 0[lJ
ItS Internal House Side Shield' 12J[Z)
II(XX) Reveal (repIaat XX with I2JIZJ
CDIor designation)
L Lamp [lJ[Z]
-"'-
IZJIZl
IZJlZl
1ZJ[lJ
DIZJ
[lJ[lJ
[lJ1ZJ
[Z)IZJ
01ZJ
[lJ1ZJ
[Z)[Z)
[lJ1ZJ
01ZJ
1ZJ[lJ
[Z)[lJ
[Z)[Z)
[Z)IZJ
[Z)IZJ
[lJ1ZJ
Arm Logic. Order Separately
SerIIs
~~Arm
5 .i'elRectangular
,.. ~ Arm (EPA.. 0.24 ft2, 3.51bs)
12 ~.o~~~ l'I1A.. 0.5 ft2, 61bs)
(OJJ4 mJ, 2.71cg)S
'::.=aem far Pole
5 ~re
R4 ROund 5tr1igtlt: ~~.s-)
IS Round 5tra!itlt -)
.. Round 5traig~ 6'
IZ DriI ,.... far I'iIIe
1'2 Round Taperecf ~'
11 Round Ta~ -)
W =l:= 4~'
Calor
DB Dark Bronze
BL BIacIt
WH White
GI Gray
P5 Plaiinum Silver
RD Red (Premium Color)
FG Forest Green U'remium Color)
CC Custom Color (Consult FactoIy)
1 RedullllMwllope IIIIIp IIqUinId with flit lens.
2 El).J7111np fequftd with 1C1Ol1W HP5.
J PFL (CDlWD Ienf) only.
4 =:rwd for highest vaIt8ge ....
5 RequiIId for lIO" CIllIfigurataB.
fj Flat ... only.
....... fGr PhOIDClllhllal fquipment, _I11III_
Dimensions
ABC DEEM
12" 21 118- f7 114- 39 1/2" 2.2 ft2
PFIHIIt 305 nun 537 mm 946 mm 1003 mm 0.2 mJ
12" 21 118- f7 V4- 39 112- 2 7tr 2.3 ft2
PFMoComIeI 305 nun 537 nun 946 mm 1003 nun 73 mm 0.2 mJ
1&- 25- 45 112" 46- 3.4 ft2
PFL-FIIIt 406 mm 635 nun 1156 mm 11&1 mm 03 mJ
1&- 25- 45 112" 46- 4- 3.5 ft2
PFlrCcImIex 406 nun 635 mm 1156 nun 1168 nun 102 nun 03 mJ
Nola EPAIIld Might __ *' nat Inch* 1lIOlIIlling...
....... SpIder mount adds: PFM - o.s ftI EM aiM PFL - G.& ftI EPA (11 ...
....... YoIIII mount adds: PFM - U ftI EllA (11.... PFL - U ftI EllA (1....
....... See... _ far 1llCInI...... EllA iftfonMlian.
B
EO~
D~D~
Arm Mount
o
o
Yoke Mount Spider Mount
IHMIP
i'i
Ii
PROFORMER
SERIES
Calli ApprllIIIIB
Job Type
AI'I'UCAfMG
. Provides maximum pole spacing with uniform lighting for any commen:iaI
application.
SI'EI:IRCAfIDII
. Square, formed alumirwm housing with embossed ctec:oraIive band. 0pII0naJ
color vinyl trim stripe available.
. Fonned aluminum door with round, dear, convex tBmpenId glass lens, fully
gasksled 10 housing, secured with hinge and two captive &a1IWS. 0pti0naJ flat
glass lens requires reduced envelope lamp.
. Specular, anodized aluminum, segmentsd I'IIIIec:IDnl for verIicaJ lamp, pruvIde
Type 01, IV, V square, flV rectangular light palIIlmS.lESNA FuR c:u1Dff IlghIIng
classification achieved with flat Ienll. Tool-free fasIBners aJIow easy III:CllSS 10
ballast. Type V4 optics facIDry-roIaIab In H40 and H1K WldIageIsoun:e.
. Extruded akmInum arm I8lPr8d b' pole I1llUll SI*Ier I1llUII has b1rtwln-Mle
arms attaching housing 10 pole top fltI8r. Yoke mount has two squara arms
securing housing 10 pole top filt8r.
. Mogul pon:eIain sock8t. pulse ralIld, wIlh spring-Ioaded, nk:keI-pIaIBd C8Ilt8r
contact and reinforced lamp grip screw sheil
. c:NA type ballast, HPF, sIarIing nIlBd at o2O"F (-<<rF for HPS).
. Durable ~mc 1henno&8t poIyesIBr powder caat paint1lnlsh 8S8lI8S
long life and rnaInIIlnanl:8-free service.
~kalkm. @ ce. -:=-
. IESNA full c:u1Dff cIassIlk;atIon when c:onfIgured will flat Ien8.
IIMIP
1--. ---l T T
D1
c D
1 1
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--
-- --
A . C D I .. .......
... ...
... 12" 21.125" ~.25' 39.5" 2.2 Il" 46111
RIr 305I11III 538mm 946I11III 1003 I11III 0.2111" 2O.81la
... 12" 21.125" ~ .25' 3&.5" 2.875" 2.3 Il" 47111
_305I11III 536mm 946I11III 1003I11III 73I11III 0.2111" 21.31la
PFL 16" 25" 45.5" 46" 3.4 Il" 77111
RIr 406I11III 635I11III 1143I11III 1168I11III 0.3111" 34.91la
PFL 16" 25" 45's" 46" ..- 15 Il" 79111
_ 406I11III 635I11III 1143I11III 1168I11III 102I11III 0.3111" 35.81la
fa!: &11.....".,....."",.........._
fa!: ........ ""......&11,,'" M." 4' &11m II&J
....... "". ,..... &II,,' '" M."'''' &II".II&J
DRDBllNB INFORMATION
ORDERING EXAMPLE
PH. A P11 . C Q . N
I I I I I I I I
S8IiIs MolIIIIng ytaIIageI ~ I.Ins VDIIIge CliIr 0pIIans
Saurif8 Odbldldk.t'DI&tlWllll
..- ~ .... .-
... MedIum PnIhlnnlIr (175-<<1GW) ....... , FIId " fusing 0 120V
PFL Large I'IurDrnr (400-1l1Ol1W) II' 175 walt CED-281 PFM CIIIIy C CaMK PI fusing 0 208V
- 2SOwaltCED-281PFMCIIIIy PI FusIng 0 240V
..... ., 400 walt (ED.37) -- N FusIng 0 U1V
A Arm Mlult (ann IIllt IncUded, III' 1000 walt CST-5&) PfL CIIIIy .. Gl8I- T8P'" 0 12l112118124Of277V .. FusIng 0 48lIV
anIIIr llflIIIIldIlIy) .......... . 4lIOV .. FusIng 0 347V
.. SpkIer MIU1t - Pad .., 175 walt CED-281 PFM CIIIIy ,. "DI-Wo121VD7J:M7V CSA .... PIIlIID CllII ......... 0 1311
. (4" ... pale) PFM anIy _ 2SO walt CED-281 PFM CIIIIy .. PIIlIID CllII ~ - 208V
SpkIer MIU1t - Pad .. 400 walt CED-281 PFM CIIIIy -- ..
(5" ... pale) PIlolD CllII ~ 0 24CIV
............... . DaIk 8nIIIII ... PIIlIID Cell......... 0 U1V
. SpkIer MlIlIIt . Pad .. 2SOwaltCED-aIlPFMCIIIIy .. IIIaI:k .. PIlolD ClIII.......... . 4lIOV
(6" ... pale) ... 320 walt (ED.37) PFM CIIIIy - WIIIIII ..
If PIIlIID Cell............ 0 347V
SpIder Mlult (2..3W 8. ,., 350 walt CBJ-31) PFM CIIIIy . - . 0l8tz Il8lIbIIll wIIh ..
'oil ..1IlUd 0 Pad NDV 400 walt CBJ-31) PFM CIIIIy PI PIIIIIun _ ..
InlIIIIII HIUI SIde SIlIIIId
(4" 8Q. aIlIn. pale) PFM_ Fe 450 walt CBJ-31) PFl CIIIIy . RId O'........lIlD) . ~VlIId8IQ8'd
111 ..1IlUd 0 Pad PII
7!iO walt CST-37l PFl_ .. FcnIt s.. .......lIlD) -. RlMIII (DIIk IInInI8)
(5" 8Q. aIlIn. pale) PFM _ PlI 1000 walt CST.37) PfL lIlIy . FcnIt s.. (JnmUn cdaI) - RM8I CBI8dO
111 .. MIU1t . Pad _r rl ""'_
(6" 8Q. alUm. pale) - 2SO walt CED-18) PFM only .. RM8I (WIIIII)
,. .. MIU1t 0 Pad - 400 walt CED-18) PFM CIIIIy , ................... - RlMIII CGnM
(4" IlQ. sllIeI pale) PFM anIy I'll' 1I1JOwaIt(E-25) PFl CIIIIy ,..........- - .. RlMIII (IlIdun ...,
- .. MIU1t . Pad ' M"__" - RlMIII (RId)
(5" 8Q. sllIeI pale) PFM anIy . ,.,."................" .. RlMIII CFcnlIt a..)
...~.......JlII~ ' 1IIf_" L
- .. Mlult . Pad II VarlIc8I . 7M__.... I.8mD
(6" BQ. sllIeI _) It VarlIc8I Pi
n .. MlIlIIt C2.375"1Inan) .. Vldl:II Y CIaUn)
.... VarlIc8I Y ~ PfL CIIIIy
--~
Jl...
".". J:tIl
6
I
Arm
LengIh
I'tIU $lIAR
11 DI&L PA11EIII FUll PGLE
S Square
1M Round SIralght (4.5")
115 Round Straight (5")
. Round Straight (6")
II DI&L PII1EIIII FUll PGLE
Round Tapnd (2.5")
Round Tapered (3")
Round Tapered (3.5")
Round Tapered & Slraight (4")
e
; ORDERING INFORMATION
ORDERING EXAMPlE ARM
ARM S
I
I
Luminaire
Shape
S
I
Pole Shape
Series
SERIES
.. Riaid Arm
LIM1IIAIRE SIIAI'f
S Square
AllllLElltmI
. 6" Arm (EPA=O.24 fl", 3.5 Ibs) 1'1
(0.02 m', 1.5 kg) 13
11' 12.5" Arm (EPA=O.5 fl", 6.0 Ibs) 131
(0.04 m', 2.7 kg) Te
, -- "'.,............
WALL MAt:ItB
WB+D 1lnIck8I1IIIy, ann not
inl:ludlld IIllI' required for
fiXIIn mounting
RepIac:e D with Cllkr
desiQnatioh
TAPERSI POlE CllVEIl
10th
IlllI/SII&
tiT
IllIT
TAPERED ROUND POlE
& 4- STRAIGHT ROUND POLE
POlE
DB
I
Color
t:tIUIR
DB
II.
.
III
PS
RD
..
CC
Dark Bronze
BIadt
WhIt8
Gray
PIaIiaJm Silver
Red {JlremiUIIl coIar)
FG'lllII Gr8en (Jnmlum CDIclr)
CUstDm CoIar (cansuIt f8l:lDry)
1O~
.....
IllIlIIlD POIEaPIBl
STRAIGHT ROUND POLE
(4112- - 8'
11 DRU PATTERN FOR POLES
12 DRU PA11ERN FOR POLES
Due 10 our continued eIfarIs 10 InIprcNe our praducIs, praduct specIIicaIIal. are subject 10 change without noIice.
..
SpauldIng UgIIIIng · 101 CorpondB DItve · Spartanburg. SC 29303 · PIllIE II&4-59NOOO
For more bllllllhallun visit 0lI' web lIII8: -- r . - _, - - 1. ~
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C[~~W
Outdoor Lighting
Photometrlc Toolbox Profes8IonaI EdIIIan (c) capyr1gh11995-2OCM by LIghting AnaJysta. Inc.
CaIad8llons ba8ec:I on pubIiIhed IES Melhods and 1'8ClIIMI8I1datIoI..
ResuIIs cIerIY8d from conl8l'll of m8I'1IIfac::I&n IES format phoIDrneIrIc tile.
Page 1
(MANUFAC]SPAULDING UGHTlNG
[LUMCAT]PFL-H1 K-V4-F-HS
[LUMINAlRE]PROFORMER-XL LARGE
[MORE]SQUARE AREA UGHT
[MORE]TYPE IV REFLECTOR CLEAR FlAT GLASS
LENS INTERNAL HOUSE SHlaD
[lAMP]1000W CLEAR METAl HAliDE ED-37,
VERTICAl POSmON
Horizontal FootcaIldIes
Scale: 1 Inch = 40 Ft
Ught Loss Factor = 0.72
Total Lumens Per Luminaire = 11??oo
Mounting HeIght = 25.00 Ft
Maximum Calculated Value = 14.79 Fe
Arrangement: Single
PHOTOMETRIC FILENAME: L5447PFX.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUFAC]SPAULDING LIGHTING
[LUMCA T]PFL-H1 K-V4-F-HS
[lUMINAIRE]PROFORMER-XL LARGE
[MORE]SQUARE AREA LIGHT
[MORE]TYPE IV REFLECTOR CLEAR FLAT GLASS
LENS INTERNAL HOUSE SHIELD
[LAMP]1000W CLEAR METAL HALIDE E0-37,
VERTICAL POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 40 Ft
Light Loss Factor = 0.72
Total Lumens Per Luminaire = 110000
Mounting Height = 25.00 Ft
Maximum Calculated Value = 14.79 Fe
Arrangement: Single
LUMlNAIRE LAYOUT INFORMATION
#
1"
x
0'.00
Y
0.00
Z
25.00
Orient
0.00
Tilt
0:00
Roll
0:00
bin
0.00
Tilt Correction
1.00
~ Toolbox Pi........, EdIlion (c) copyrtght 1~2004 by UghIIng Analysts, Inc.
CaJcUations based an published IES Me1hods 8nd nte:amrnend8Iio.
ResuIIs cIerIv8d from canf8fII of marUadur8rs IES fannat phoCDme~ lie.
Page 2
.
- -, "~,,'"'<"--:",-~'C, e
.~e,~'
Outdoor Lighting
PhotomeIric Toolbox PIafessIan8I EdBIan (c) copyItght 1fK15.2OO4 bJ UghIIng AnaIy&ta, Inc.
CaJc:uI8Iions based an published IES MeIhocIs and rec:arnrnand8II.
Results derMd from c:antIInl of marMac:Iurer8 IES format ~ file.
Page 1
[MANUFAC] SPAULDING LIGHTING
(LUMCAl1 PFL-H1K-V3-F
[LUMINAlRE] PROFORMER-XL LARGE
(MORE] SQUARE AREA LIGHT
(MORE] TYPE III REFLECTOR CLEAR FLAT GLASS
LENS
[LAMP) 1000W CLEAR 8137 METAL HALIDE, VERTICAL
POSmON
Horizontal FootcaIldIes
Scale: 1 Inch = 40 Fl
Light Loss FacIor. 0.72
Total Lumens Per Luminaire = 11??oo
Mounting Height = 25.00 R
Maximum Calculated Value = 14.27 Fe
Arrangement SIngle
..
PHOTOMETRIC FILENAME: L4683PFX.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUFAC] SPAULDING LIGHTING
[LUMCA 1] PFL-H1 K-V3-F
[LUMINAIRE] PROFORMER-XL LARGE
[MORE] SQUARE AREA LIGHT
[MORE] TYPE III REFLECTOR CLEAR FLAT GLASS
LENS
[LAMP] 1000W CLEAR 8T37 METAL HALIDE. VERTICAL
POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 40 Ft.
light Loss Factor = 0.72
Total Lumens Per Luminaire = 110000
Mounting Height = 25.00 Ft
Maximum Calculated Value = 14.27 Fc
Arrangement: Single
LUMlNAIRE LAYOUT INFORMATION
It
1
x
0.00
Y
0.00
Z
25.00
Orient
0]0
TIlt
0:00
Roll
0:00
SDln
0.00
TIlt Correction
1.00
~ Toolbox ProfessIonal EdIIIon (e) CDpyright 1995-2004 ~ Ughting AnaIysta. Inc:..
Calallations based an published IES MeIbods end recammendalIona.
Results derlved from conl8nl of manuf8clur8nl1ES format photolllidlrlc tile.
Page 2
..
~
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(~~"~~I:/
Outdoor Lighting
..,:,..'
[MANUFAC) SPAULDING LIGHTING
[LUMCAT] PFL-H1 K-V4-F
[LUMINAlRE] PROFORMER-XL LARGE
[MORE] SQUARE AREA LIGHT
[MORE] TYPE IV REFLECTOR CLEAR FlAT GLASS
LENS
[LAMP] 1000W CLEAR BT37 METAL HALIDE. VERTICAl.
POSITION
Horizontal FootcandI8s
Scale: 1 Inch = 40 Fl
Light Loss factor = 0.72
Total Lumens Per Luminaire = 11??oo
Mounting HeIght = 25.00 Ft
Maximum Calculated Value = 17.09 Fe
Arrangement Single
PhotametrIc Toolbox Profession8I EdItIon (c) copyrIghl1995-2004 by LIghIIng An8IysIs, Inc.
Calallalions baaed on published IES MeIhods and AlCIII'IlIII8Il.
Results der1ved from c:onI8nl of manufadul8r& IES formal ~ tile.
Page 1
~
i
PHOTOMETRIC FILENAME: L4684PFX.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUFAC] SPAULDING LIGHTING
[LUMCAT] PFL-H1K-V4-F
[LUMINAIRE] PROFORMER-XL LARGE
[MORE] SQUARE AREA LIGHT
[MORE] TYPE IV REFLECTOR CLEAR FLAT GLASS
LENS
[LAMP] 1000WCLEAR 8T37 METAL HALIDE, VERTICAL
POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 40 Fl
Light Loss Fador = 0.72
Total Lumens Per Luminaire = 110000
Mounting Height = 25.00 Ft
Maximum Calculated Value = 17.09 Fc
Arrangement: Single
LUMINAIRE LAYOUT INFORMATION
#
1"
x
0.00
Orient
0:00
Y
0.00
Z
25.00
Tilt
0.00
Roll
0:00
SDln
0.00
Tilt Correction
1.00
Page 2
Photomeliic Toolbox PIof8ssionaI EdItion (c) copyrlght 1~2004 by LightIng AnalysIs, Inc.
CaIculallon8 based an published IES Methods and rec:amrnendatia.
Results derived from conl8nl of manufacbnr8 IES format photDn~ lIIe.
.
C[~~~~ @
Outdoor Lighting
Photometric Toolbox Profe8sIon8I EdiIIon (c) capyr1gh11995-2OCM by UghIlng AnaIyIla, Inc.
CaIaJlatlons based an pubIistIed IES M8IhadI end 18CCIIIlIIl8fld.
ResuIIs dertwld from c:ontent of maruf8clurers IES format ~ file.
Page 1
(MANUFAC] SPAULDING LIGHTING
(lUMCAT] PFL-H1 K-VSoF
[LUMINAlRE] PROFORMER-XL LARGE
[MORE] SQUARE AREA LIGHT
[MORE] TYPE V REFLECTOR CLEAR FLAT GLASS
LENS
(lAMP] 1000w CLEAR BT37 METAL HALIDE. VERTICAL
POSITION
Horizontal FootcandIes
Scale: 1 Inch = 40 Ft
Ught Loss Factor = 0.72
Total Lumens Per Luminaire = 11??oo
Mounting Height = 25.00 Ft
Maximum Calculated Value = 11.03 Fe
Arrangement: Single
i
PHOTOMETRIC FILENAME: L4796PFX.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUFAC] SPAULDING LIGHTING
[LUMCAT] PFL-H1K-V5-F
[LUMINAIRE] PROFORMER-XL LARGE
[MORE] SQUARE AREA LIGHT
[MORE] TYPE V REFLECTOR CLEAR FLAT GLASS
LENS
[LAMP] 1000WCLEAR 8T37 METAL HALIDE. VERTICAL
POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 40 Ft.
Light Loss Factor = 0.72
Total Lumens Per Luminaire = 110000
Mounting Height = 25.00 Ft
Maximum Calculated Value = 11.03 Fc
Arrangement: Single
LUMlNAlRE LAYOUT INFORMATION
t1
1
x
0.00
Y
0.00
Z
25.00
Orient
0:00
Tilt
0:00
Roll
0:00
SDln
0.00
Tilt Correction
1.00
Page 2
PhotometrIc Toolbox Pror8ssian8I EdIIlon (c) c:opyrIght.1995-2004 by UghlIng AnaIysla Inc.
Cala.datlons based on published IES Melhods and recomrnencIaIio .
ResuIIs derivecl frcm c:anl8nI of manufac:Iur8nllES bmat photo.llidb" 11I8.
,
i
RAVEN.
Series Res IlCI.
RCS Raven Small CllO
Ra Raven Large OCll
Mounting CllIZI
A Ann Mount
(indudes 4- rigid arm) Z11Zl
A10 Ann Mount
(inlcudes 10- rigid arm)2 lZllZl
WI Wall Bracket
(arm not required or
induded) lZl!Zl
W8A Wall Bracket with 4-
~id arm
W8A10 all Bracket with 10. Cll!Zl
rigid arm IZIIZI
0 No arm or wall bracket
(only order without arm
or wall bracket when
they are ordered IS an
accessory)
W~
H17 175W 1ED-21 IZIO
H25 250W ED-28 ~5:l
H40 4fX1N ED-28
H1K 1000w.J:-5 O!Zl
Segler Metel !Zl0
." 1SJ}
MSZ5 250W ED-28 ~O
MS40 4fX1N ED-28 'IZI
MS1K 1 =:JBf. 00
Pulse Start .
P10 100w ED-1 ~B
P12 125W ED-1
P15 1 SOW 28 IZIO
P20 200W ED-28 ~B
P25 250W ED-28
P32 321NI 28 00
PJ5 350W ~5:l
NO 4Of1N ED-
P75 750W - B~
P11e 1 (BT-3
"1'0""'" Sodium
4fX1N ~'8) B~
SIO 600W -14)
575 750W -m
S11e 1000w (Eo. 01Zl
Features
Housing - Lightweight. rugged, one-piece formed and welded aluminum for smooth
construction and weatherproofing. Pre-driJIed for mounting. Decorative embossed
band and reveal colors available.
Door - Extruded aluminum frame with rigid comer bracing and die-cast zinc latches
for tool-less entry. Quality silicone gasketing seals out insects, dirt and moisture.
Decorative silk screening conceals electrical compartment. Flat tempered glass
provides sharp full cutoff.
Optics . Hydroformed and performance series (Patented Multifaceted Hydroformed
or Multi-Piece Segmented) reflectors available. IES type II, III, IV, and V distributions
available. All are field rotatable.
Mounting - Extruded arms along with multiple adapters provide mounting flexibility.
Electrical - Mogul porcelain socket. pulse rated, with spring loaded, nickel plated
center contact and reinforced lamp grip screw sheiL Medium base for ED.1 7 lamp.
Removable Powr-Panle available.
Finish - Durable Lelctrocotee TGIC thermoset polyester powder coat paint finish
assures long life and maintenance-free service.
UL Certified and CSA Approved for outdoor use in wet locations.
Series
Mount
Wattsl
Source
OrientJ
Dist.
Lens
Volts
Color
Options
L8af OtiT~~1ID1s1ributIon 00
H2P Horiz. IJ-Perfonnance Series 0!Zl
H3 Horiz. JJI IZIO
H3P Horiz. IIJ-Performance Series 0!Zl
H4 Horiz.1V 00
H4P Horiz. JV..Performance Series 00
HS Horiz. V' 0!Zl
HSP Horiz. v.fIerformance Series 00
Lens
F Flat 0!Zl
~ Quad-Tape 01Z1
(120. 208, 240, 277V'1' 01"'7'1
5 480V ' .t..J
I ~Hz2~(25014Of1N ~~
MH I HPSonIy)
V Five-Tap 00
o U~4OI277/48OV)' 00
Calor
DB Dark Bronze 00
BL Black 00
:' White ~~
PS =num Silver IZIIZ1
RD Red (Premium Color) ~IZI
FG Forest Green IZlIZl
CC ~~r)
(Consult Factory)
e
Options
1M2 Round Pole Adapter
(2 3/4 - 3 1/8-)
RPA3 Round Pole Adapter
B 114- 3 3/4")
RfM Round Pole Adapter
B 71B - 4 1/2-)
RM5 Round Pole Ada::.) m~ ~~
RPM Round Pole Adapter 6-) ..
fOe) Fusing (replace X
voltage: 1-120, 2-208,
3-240, 4-277, s.48O, 6-347) 01"T1
PCX) PhotObutton (replace X u..J
with voItaae: 1-120, 2-208,
_ 3-240, ~2f7, &-347) 01Z1
~ PhotO CeU RIceptade ,
(replace X with voltage:
1-120, 2-208, 3-240, 4-277.
QZ ~rU 'Rr~ lamp. ~C?J
HS Internal House-Sid8 Shield IZlIZl
VG PoIycarbonate Vancllll 1Zl0
Guard
RODO Reveal (EB option must be 01Zl
chosen also)
EB ~XXBaw,: coI~ 0~
RP Removable fIowr.p.n.- [ZJ~
IZIIZ1 L Lamp 1Zlu..J
~ =., -:',;r~..::r....specifIed.
3 P11C WattlIgeI50urat ai\d T VoItagIIIIUIls in
cIlsa.- MN......
. RQ. hIIuIing NQIIIres CDmplICt 1l11111W Jamp.
NDtII AI palls" III.... witIIl2......
Accessories - Order Separately
~lIiIllIrm1I~',""I:I".. .;:.; ....KS ~~'III'U '. ........... .' ".
RCWVG ~VIndaI Guard
.~ d..:.;:.t~=!;=.~:~~r
Ra.-PVG PoIycarbonate Vllnclal Guard
RCI.-HS-D Internal House-5ide Shield (H2 a H3 distrlbutlonI)
Ra.-HW Internal HcMe-Side ShIeIcI (H4 distribution)
ICS IICI.
IZlIZJ
!Zl1Zl
IZIIZ1
Dimensions
I-c---!
01 q
IHiP
ABC EM
81/r 161W 23 1/2- 1.7ft' 4Z1bs.
RCS 203mm 413mm 591mm 0.2 ma 19.1
10 1/2- 22 114- 30- 2.6 ftJ 70 Ibs.
Ra 262mm 556mm 750mm 0.2 m" 31.7
.... EPA IIICI WIigIIt'" dD not 1ndudII1IIllUIllIng_
.... SeePlllll__morv.....EPAIl.ro..Mdan.
II
II
..
RAVEN
SERIES
Cal' Appr1llI8Is
Job Type
I c I
Drl
AI'I'Ut:AfMM$
. Provides a superior lighting solution for a wide array of areaIslte lighting applications.
FfAJrIIIES
. Ughtweight, rugged, one-piece formed and welded aluminum for smooIh consIrUction and
weatherplooling. Pre-drilled for mounting. Decorative embossed band and I'8VEI cDors available.
. Extruded aluminum fTame with rigid comer bracing and die-cast zinc IaII:hes for 1DoI-fr8e entry.
Quality silicone gask8Iing seals out lnsecIs, dirt and moIslur8. DecoraIlve silk SCI1I8IIing conceals
eIeclrIcaI compartment. Flat tempered and lmpact-18SiSlant glass pnMde sharp full cuIDff.
. Hydlofomled and performance series I8IIecIDrs available. IES type II. m. N, lIJIS V dildrIbuIIons.
RCS: H2IH3IH5 (h)dlafonned), H2P/H3P (patented muItl-facel8d ~uru.lllad), H4 (rnuIIi-pIece),
H5P (segmented). RCl: H2P1H3P (segmentlId), H4IH4P (muIII-pIec:e~ H5 (tr,drl'lfOhlllld).
. ExIruded arms aJong with nwItIpIe adapIIlrs provide mounting fteIlIbIIIty.
. Mogul porteIain sock8t, pulse raIed, with ~ nIck8I1JIabId C8I'd8r CII'daCt and r8infon:ed
lamp grip screw shell. MedIum base for ED-17Iamp.
. r:NA type, HPF ballast, SllIrting ra1ed at -2O"F (-4O"F for HPS). Removable Powr-Panl- available
for maintenance and installation ease.
. Durable I.eIcIroc:oW' TGIC thermoset polyester powder coat paint finish lISSlI8lI long IIf8 and
mainl8nanc8-fr8e seMce.
~certIliedforClUllllu use In wet IocalIans. @ cG-. -=t=-
A . C - ....
- 8.5" 16.25" 23.5" 1.7 ft.' 42 lis
203 nun 413 nun 591 nun Urn' 19.1 kG
- 10.5" 22.25" 30" 2.6 ft.' 70 lis
2621111ll 556 nun 750 nun 0.2 rn' 31.7 kg
....""..".,.....""......---
r.."_"U..IIII_-""..
~
11
ORDERING INFORMATION
ORDERING EXAMPLE
RCS M
I I
SIIrIes MIulIIng
-
_ RlMn Small (1C1O-4Ol1W)
_ RlMn LwIII (400-1000W)
..,.
M Arm MIUIt (n:tudIs 4" IIgId ann)
A10. Ann MlIIIlt (h:UIBs 10" 1IgId....
WI Wall BracklIt (arm not IlIlJIiIId
CI' Inl:Iudedl
.... WaD IIrICIaIt .4" rtgId ann
.... WaD BracklIt .10" IIgId ann
o No ann CI' waIIlncII8t (anIy
anIllr wIIhaut IIllI CI' WlIIIIncII8t
....1IIIy .. anIlII'8d . .
aa:essary)
~
... .....
111' 175_.281 RCSanIy
_ 250_.281 RCS_
.. 400 _ (IICS: El).28, 10.: Bf.37)
mil 1000 WIlt (BT-5ll) ID._
..--.....
.., 175_.28) RCSanIy
.. 250 -.281 RCSanIy
.. 400 _ (IICS: El).28, 10.: 81'-37)
..Il 1000 WIlt (BT-37) ID. anIy
H17
I
D'
D
I
~
F
I
l.-
Q
I
~
.
I
CaIar
F1
I
0pIIans
....
WI 18 WIrIng PIIII
. 208VWIrIng PIIII
_ 24CWWiInD PIIII
.. 'lTIVWiInD PIIII
WI 480VWiInD PIIII
.. 347VWiInD PIIII
.. RalIllII'aleAd8llllrC2'l."-31I1'
.u RalIllII'aleAd8llllrf31/."-3!(.'
... RalIllII'aIe__(371a"-41/z'
.. RalIllII'aIe__ en
... RalIllII'aIe__"
f(JQ FusIng .... JlwIlIllllllllOl:
1-120,1-2118, .240,4-217.
....N47)
IIf.IQ PhaID BuIIIIn (nIpIa JI....
lllIIIIOI: 1-120, 1-2118,.240,
.%17. ....1-347)
PII&IQ PhaID CIIII ~
....lwIIh dIgI:
1-120, 1-21I8,.240, .%17.
1-480. N47)
. cmrtz RIIIIIIlII wIIh 150W
DC...... _
. lnI8m8I...... SIde SNIId
Cd...... V dIsIrIIldIlInIt
. ~VlnIIIQ8d
I&IIQ RMII.... D wIIh ClIlIDr
~~. apIIan IIIIIt be
~ wIIh ..... GIllan
. &raIa8d IIInd
L ~
'C'w
;.:..~.--
, ":?-~;2l.-
, ~'~
';';-':e
'>
,"~t:_
,~\".
-~~6"
-;~r~
~rt
.'~E-
;!--5
',",","
,I
...~
,'~
.{IJ
":!;'
. '!,..~ .'
.'./'''''- -
',~}C ~
. Nff
.~
......n ...
...............
P1.
P11
P11
..
..
..
..
NO
PJI
P11l
110
111
-
..
-
111
I1Il
100_.17) RCSanIy
125 -.17) RCSanIy
150_.281 RCSanIy
200 wall.. RCS anIy
250 -.28) RCS anIy
320_..RCS_
350 -.281 RCS_
400_ (1m ED-28.1O.: B1'-37) ..
750 _ (BT-37) IlCL _ I
1000 WlIII (BT-37) ID. _ TU
_. - I
100 _ .23 112) RCS anIy
150 _ .23112) RCS lIlIy
250_ .18) RCS anIy
400_.18)
600_(1'-14) ID._
750 _ (BT-37) ID._
1ooo_CE-25) lD.anIy
u.~...
.. HarizIanIII V (Ir,6"III"d)
_ HarizIanIIIV l\I"'n..lC8 SeIles
RCS__._.
...
, Flat
....
Gl8d-W 12Or'201112.wmv
480V
1H-W121W771347V
50Hz 22Ot'24CW (250. _ .
1000w IIH, SlIt . lIPS cRy)
I' Fll8-1lIp -12M1824ltrl77148OV
(2SO' 400W IIH, SlIt. lIPS anIy)
No BaIIalIt
.
--
. DlIk IlnIIIIII
.. BID
_ WNI8
--
PI PIaIInum..
. RId (JnmUn ClIU)
.. fcnIIt s.. (JnmUn""
a: QIIItDm CaIar (cand fII:lIlIry)
MI.....
1 ,..,.........._.-.....
Z ....,.... 11
. "'.- _ .....__r'-'_..
.....,...
. -...........---..
_.,.........._.,...
_"CI"~
-.., Ll:.. J. ~.
u. r ____
. HalllanlllIIoII:S anIy ,.,.....""4
.. HarI2DnIIIII "" .......0. SeIles
(IICS: ....... ndI-faIId
1l,6...._ 10.: ....W
II HaIIIrIIIlIIIICS _ ~.....oad)
_ HarIzIInIIIII I\Illlo.._ SeIles
(IICS: ....... ndI-faIId
1I,dj......cI, IlCL: _1__
M HarIZDnIII " (1lIIIIIilIa)
_ HarIzIInIIIIIV fIIIflIrn8a SIIIIlI
ID. _ (ndIiIIIa)
il ORDERING INFORMATION
lMUSllIe onl8r8d....,.. For field insIaIIaIiIn) ~ Mal,...
~--
.-og NurnIB'
RCS-IISo23
RCS-IIW3P
RCSoHS-ot
RCS-PV&
DescriptiOn
IntemallBmp Shielding (RCS - H2 & H3 distributionS)
IntemaIlBmp ShiekfinII (RCS - H2P & H3P disIrIbUtions)
IntemaIlBmp ShleIdinlI (RCS - H4 disIribuIion)
W PoIycaJbonate Vand8I Guard S\ISII8Ildlld 3" beloW door frame
~.1ICl
lMUSllIe onl8r8d sepaJIIIIy. For field inSIlIfIBIIGlL)
CaIaIog NurnIB'
JICI..*ZIP
IICI..aII&oot
......
.....
DescriptiOn
IntemaII..amp Shielding (RCl- H2P & H3P diSII1butions)
Inlemall..amp ShleIding (RCl- H4 disIrilIuIian)
IntIlm8II..amp ShIeIdInlI (RCL - H4P dIslrIbulIan)
Va" fluIycarboIl8te Vand8I Guard suspended 3" beloW door frame
".,..,.,. ..-r
Ca1a/og Number
Pll.-1
PIIA
PIW
PIL~
PIC
DescripIian
PhcJIDconInlI - Twlst-~ Cell (12OV)
PhoIIIcI:InInII- Twlst-~ Cell (120-277V)
PIIaIlIcOldrOl - lWlst-t..ock- Cell (48INl
Phl1Illcuodhl\ - Twlst-~ Cell (347V)
Shor1lnlI Call - lWlst-t..ock-
~
__ DIe fanned recIIIlnear housing to have CllIIIIrIIlIus carner WllIds cnalIng a
S8llIess ane-pIece endllBUr8. HousIng materIaIlD be heaVy (IlIUglI1ow CllIlPlII' alu-
miIUn alloy. Doar assembly to I'llC8SS ClIII1lIII8IY wIlhIn IlInftir8 hlluIIlng a88IIng
MIlly spaced 18Vll8I8Ild ftoalIng door .-ance. HousIng to pnMde posIIM S8II
wIIh door 8III8llIbIy gasket.
.... &InJded 8IUmlrun doorfl8me to have 45" mIIllr a4 CllII8I WIIh InbIIIIII
comer IaIy InI:IIeIs frr IlgId 8IIIIPlIIl FInlsb to be lIIlldI28d WIIh na11n18IniIun cakIt
TllllI-fnle enIIy cIIls9I pnwIdBd fnIm COI'Ill8iDn ....... 8IIIInD IlBI8d die cast zinc
1Iunb IaII:hes (lIIe per ClI'IB). 0Illlr 8lISllIIIIlIy to '*'lIB farwmlI jIDwlId _1IIlI1lII:k-
wards (aWay frDm _1IIlI1IIIllt IIIIllIIn capIive 10 .. Unnli8 housing .... anIy_
IaIdI8s nl8l88S8d. CampIeIB IlIIIlIMII at dDllr Is adlilMIIII8 wIIhllUt 1DaIs. &InJded II-
lllIIllI ga&k8t praIlIe to pcIIIIMIy B111ln1B8d _1Ins to dDlIfnIm8l1ll1 dDlIfnIm8to
Ullinainlllllllq tlIIIftIg a ClIlltallllllant fie lIMoA.,.enL Teq88d lilt _1Ins to
InClude InI8m8I QdIg of 1lIIllI81dIn _ bIlI:k 8IIt-ICI8IIQ to IIIde eI8ctItc8I
tAlI,1jIIIIItmllIlI.
........ 1h81um1na1r8 hlluIIlng stIaII aIIacIllD aIIl1ll1l11l1nD ....,. vta _ 'f'i'
diam8lllr IIaIIMads. MolIlIing aplIans to Include rigid 8IIII8ISlIIIlIlII88.1a1dd8d 8l1li
lISlllIIIIIIIles far lilt SlIIf8c8B, IauddIld 8l1li ...... far 2 W OD...... waR bnI*8t
1O..t
-
IllIIIID POLE ADlIPIBl
IlOUIlD POLE
CaIaIog , DescrIpIiaIl
F-IIU-II'-' _-Round Pole Adapter ~ - 3~")
FwIR3 II'-' Round Pole Adapter (3~ - :ffi")
"""'11'-' Round Pole Adapter (37~ - 4Yz")
.....11'-' Round Pole Adapter (51
.....11'-' Round Pole Adapter (S1
........ WaIIIlradl8t
..........11' T8IIlIII Arm (silaIe) adiUslIbIe (2%" 0.0. tenon)
..........11' T8IIlIII Arm (dlUIIe 180") adjusIabIe (2%" 0.0. tenon)
... r I "'11" AdjusIabIe Arm (kr lIat 1IIfac:es)
... r 4 I 11" 4" RigId SIraIaht Arm
......1......... 10" RigId SlralahtArm
'..... ..tII/ItJI~1lJ: .lllrllllt__
I _......... __"."",........
_".,., ...,.'""~ - (21"" OD IInII)
(RSS WIlkIn.... C"IUIII pal81111Pl11)
CIIIIIIOD' DI8l:ripIIan
_ --'11'-' Squn Pole T8IIlIII MIIIIIr (4 al90 __
_ .-au Round Pole T....AdaIII8r. 4" (4 al90__
aI41....... Round Pole T8IIlIII AdaIII8r. 4" (3 al120__
'..... ..tII/ItJI~1lJ: .lllrllllt__
I . rill"",,,,,
ad8pIIr.lIllIl'lUld pale adapbn enutng IlIlIldnUn unmn V8I'Il8IIIIly. A1111llU1l1ng
oIOO8S8GIIes sIIlluId Indude gasIl8t IlIlwB .. hlluIIlng lIllI8CC8lISllIY.
.,. MuIIIpIe IMIs of phaIlImllIrIc ..~lllilIlC8to be acIliMd vta lIIrId apIIc
oIfIrlng ... fnIm fully llllgIl8I/Id 111 b,dl......,d ndIeclIn. All apIIcaI-.,lIlII8I
111 tIeId Illl8IIIn lIO" Inl:r8n8lII. AI dIsIrIbuIIanIlD be IS - NI Cad cI888IIIlId.
lnIImII.....lIIde lIIIIBIdIng to be av8IIIbIe IIllP .. IB.lIllIlV dIslIIbUIIDns lIllI
IIIauId be Ial:IDry II' tIeId In8lIdIlIIII8.
..... AvaIIaIIl8 HID WIIIage I1IIIlII or 1001111000 W8IIlI (hauling dlIpeadenI)
fram MelaI H8IId8. PlIIse SIIrt MllIaI HIIIde. .. ~ __ MeIaI H8I/d8, .....
~ SodIum IlIIIl:es. opaanaIl8IIllMIIIIe 1Wr......1lI CllIIIaIn quick CllIlllIl:tB III
boIIllI8II8st and sacIl8t I8ads. MIIIIanaI apI/ans Include ~ ptIaIDceII CIllII ClIlInII,
IIIllI ~ 1ISIIIl818mp.
,.. _ tIInlI8It paIJIBlIr pcMlI8rpalnlfinlllh", al nam1n112.5 d ,**-
.... PIlar ID paInIq a8 UnInIIIIS lIllInaIlIIIVlllC8SllllIIea IIIauId be tIIllnIlVlIr
..., WIIh II:Id lIllI atIaItle __ faIIDMId Irt.. appIIadIan " a cII1Im8IIl ClIIWII'-
1Ilan~
~ .:...,__ tA.159811s1Bd IIIllI CSA cerIIliIId far ClUIllllar..1n WlII
IacBIIanB
Due to our canIInu8d 8IIarIs to IInpnNe our praducIs. praduct specificaIIajlS anIlUbject to chlInge wIIhaul noIi:e.
..
5pauJdlng l.JghIIng · 101 rAlrparat8 DrIve · Spartanburg, SC 29303 . I'lDlE 864-599-6000
Far more iubll.aao.l visit CD MIl sill: _ t...... . - ~. - . v.
.........--- ........... -- .........
.
.. . .. @)
cf~~~~
Outdoor Lighting
PhotomeIrtc Toolbox ProfessIonal EdIIIon (e) capyrtght 1995-2004 by L1ghIIng Analysts, Inc.
Cala.datlons based on published IES Methods and 18CllIIlI'n&nd8.
ResuIta derived from CXlI'II8nt of manufacIunn IES format pholDmetrIc file.
Page 1
[MANUFAC)Spaulding Ughting
[lUMCAT]CR1-H17-H4
[lUMINAlRE]CIMARRON
[MORE]RECTANGULAR AREA LIGHT
[MOREJTYPE IV REFLECTOR CLEAR FLAT LENS
[LAMP]175W CLEAR EO-28 METAL HALIDE.
HORIZONTAL POSmON
Horizont8I Footc8Ildle8
Scale: 1 Inch. 20 Ft.
Light LOIS Factor. 0.72
Total Lumens Per Luminalre · 13500
Mounting Height · 10.00 Ft
Maximum Calculated Value · 24.87 Fe
Arrangement Single
Arm Length = 2 Ft
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PHOTOMETRIC FilENAME: 19695CR1.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUFAC]Spaulding Lighting
[LUMCAT]CR1-H17-H4 .
[LUMINAIRE]CIMARRON
[MORE]RECTANGULAR AREA LIGHT
[MORE]TYPE IV REFLECTOR ClEAR FLAT LENS
[LAMP]175W CLEAR ED-28 METAL HALIDE,
HORIZONTAL POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 20 Ft.
Light Loss Fador = 0.72
Total Lumens Per Luminaire = 13500
Mounting Height = 10.00 Ft
Maximum Calculated Value = 24.87 Fe
Arrangement: Single
Arm length = 2 Ft
lUMINAlRE LAYOUT INFORMATION
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Outdoor Lighting
PhotometrIc Toolbox Profes&IanaI EcIIIIon (c) copyrtghI1~2004 by LIghIing An8IysIa, Inc.
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Page 1
[MANUFAC]Spaulding Ughting
[LUMCAT]CR1-H17 -H4
[LUMINAlRE]CIMARRON
[MORE]RECTANGULAR AREA UGHT
[MORE]TYPE IV REFLECTOR CLEAR FLAT LENS
[LAMP]175W CLEAR ED-28 METAL HAUDE.
HORIZONTAL POSmON
Horizontal FootcaIldles
Scale: 1 Inch = 20 Fl
Ught Loss f!actDr = 0.72
Total Lumens Per Lumlnaire == 13500
Mounting Height = 12.67 Ft
Maximum Calculated Value = 15.48 Fe
Arrangement: Single
Arm Length = 2 Ft
,
PHOTOMETRIC FILENAME: L9695CR1.IES
DESCRIPTIVE INFORMATION (From Photometric File)
[MANUF AC]Spaulding Lighting
[LUMCA T]CR1-H17-H4
[LUMINAIRE]CIMARRON
[MORE]RECTANGULAR AREA LIGHT
[MORE]TYPE IV REFLECTOR CLEAR FLAT LENS
[LAMP]175WCLEAR ED-28 METAL HALIDE,
HORIZONTAL POSITION
TEMPLATE SPECIFICATION
Horizontal Footcandles
Scale: 1 Inch = 20 Fl
Light Loss Factor = 0.72
Total Lumens Per Luminaire = 13500
Mounting Height = 12.67 Ft
Maximum Calculated Value = 15.49 Fc
Arrangement: Single
Arm Length = 2 Ft
LUMlNAIRE LAYOUT INFORMATION
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WHI is a privateIYJheld,com~any based in Cincinnati, 'Ohio. The I
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For more than 40 years, WHI's goal of providing consistentl~
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, syperior hotel management sentices f0r economically viable
~properties.
fo,Jhis end, each of us is responsible for providing maximum,
cl:/stomer satisfaction by delivering exceptional services a.nd
qualitv proGlucts.
By meeting and continually striving to exceed our customers'
expe,ctations, we will produce the results needed to satisfy and .'
attract iAvestors and continue our individual and corporate
gr.owth. '
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General Counsel
G. MICHAEL CONWAY
Senior Vice President
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; DEBBIE McATEE JEFF EAGLE GERALD G. VATES
Vice Prollldont Vice Prollldon1 Vice Prollldonl
Information Systems Construction Product Mgml.
SUpervl80f ProJod
Information
Systems Managora Product
Managers
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WHI Corp. uperlnl:endont munlcation
'. Ac:ctg. & Cash Manager
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Human Resources
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Athon..OU Inn
Austin Marriott No.
Blnnlngham MarT.
ClnU. AP HI
ClnU. AP Marriott
ClnU. Marriott NE
Clntl. Maniott No.
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DFW Marriott
Falrbom HI
Falrbom Horn
Lexington Embaaa
San Luis Obispo
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Our. prototype hotel is a 263-room full-service hotel with 14,000 square
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fitness center and a one-room food and beverage concept. The hotel.
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to the hotels efficient design coupled with WHI's service culture.
Ir.l.additien, WHI is a third-party manager seeking management
opportunities that are consistent with the principles outlined in its
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'. est Focus Award, Winegardner & Hammons, ^Inc!, 1998-1999;'2001
'Hotel of the Year Award, Chieago.;Marriott /,!orthwest- 2004
HoteloUhe Year Award, Cincinnati Airport Marriott - 2003
=-Gen~r~V~:m'1.g~J;J)t,t'1~Year, Columb~s '!1~r!Lo~ Northwe~t.i?',2093 ~ _ "'" ~ :;;;'l'i
General'Manager of tlie Year, Cincinnati Marriott Northeast ...,..1999
GeneraLManager - Leadership Excell~nce Award, Dallas/F;ort Worth Airport Marriott South - 2004
General.Manager-Lead~rshili Excellence Award, Cincinnati AirPort Marriott- 2004
Gener~1 Manager - Leadership EXce,lIence Aware. PtttSburgh,Marriott North- 2004
General Manager - Service '& Relationship, Austin Marriott North - 2004 ~
General Manager - S'ervice & Relationship, CincinnatfMarriott North- 2004 'it
General. Manager - Serviee'& Relationship, Columbus Marriott Northwest- 2004'
General'Manager - Service & Relationship, Pittsburgh Marriott Northwest- 2004
General Manager - Leadership Excellence Award, Austin Marriott North -:- 2002
General Manager - Sales Leadership Award, C'in'cinnati'Marriott North"'- 2004
~ General Manager - Sales Leadership Award, Austin Marriott North - 2002
General Manager - Marriott Culture Award, Columbus Marriott Northwest - 2002
~eneral Manager,- Mustang Award. Clearwater Beach Marriott Suites on Sand Key - 2004
General Manager - Mustang Award, Cincinnati Marriott Northeast- 2002
Best Cleanliness Award, Dallas/Fort Worth Airport Marriott- 2000
Best Custom~r Service Award, Cincinnati Marriott Northeast- 1998
Best New Opening, Columbus Marriott Northwest -1998
'~ Best New Opening, Cincinnati Airport Marriott - 1999
Best New Opening, Dallas/Fort Worth Airport Marriott South - 2000
Best New Opening, Cincinnati Marriott North - 2000
Best New Opening, Pittsburgh Marriott North - 2003
Best Product Award, Dallas/Fort Worth Airport Marriott South - 2000
Extraordinary Guest Satisfaction Award, Cincinnati Airport Marriott - 2000-2001
~, Extraordinary Guest Satisfaction Award, Cincinnati Marriott North - 2000-2001
"' ExtraordInary Guest Satisfaction Award, Cincinnati Marriott Northeast - 2000-2001
Extraordinary Meeting Planner Survey Results, Cincinnati Airport Marriott- 2000-2001
Extra<t>rdipary Mark,et Share Performance, Cincinnati Airport Marriott - 2001
Extraordinary Market Share Performance, Columbus Marriott Northwest - 2000-2001
" Food & Beverage Excellence, Cincinnati Marriott North - 2003
Hotel Operational Excellence Award. Cincinnati Marriott Northeast - 1998
Most Improved Guest Satisfaction, Cincinnati Airport Marriott - 2000-2001
Most Improved Meeting Planners Survey Results, Columbus Marriott Northwest - 2000-2001
Outstanding Meeting Planner Survey Results, Columbus Marriott Northwest - 2001
Outstanding Guest Satisfaction, Columbus Marriott Northwest - 2000-2001
Sales and Marketing Excellence Award, Cincinnati Marriott Northeast -1998
Sales Leadership, Columbus Marriott Northwest - 2003
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J?h~~id:ent~s~warq, Radisson Hotel Lansing':' 2001
,Presidedt:s Ayvard, Radisson Suite Resort on Sand Key - 2001
. J<:~ hiof~ls'lhternational
g~ali!y: fnn,.ofthe Year, Quality Suites San Luis Obispo - 2002
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hem Enterprise
pleton, SrNP, Heal, Estate Dev
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iottHote/s, 2 Holiday"lnns, 2 Homewood
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, darwood"Co~pani~s
, thony'Pet\clrca, President
, Merriman'Road
I([gn, OH 44313
304836-072-1
anaged Since1!)89
, Room Marriott Suite Hotel, 152 Room
bletreeGuest Suites, 175 Room Radisson Suite
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Unlversity.lnn
,. .r; (Tad) Gr.over, President
, liio1University
5.l::ongview Heights
hens, OH' 45701
0-593-8449.l
~naged'Since 1996
43 Room/Full Seryice;ConferenceCenter Hotel
wned'by Oh,1o'Uni\(ersity
Etkln Johns'on Group
Mr. Bruce Etkin, President
1512 Larimer Street,.,Suite 325
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Denver, CO 80202
303-629-5354 ~
Managed Since 1985'
347 Room, Rul/Service. Doubletree 'Hote/
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Mr. JamesJ. Phelps, President
3914 IDS ,Center
Minneapolis,'MD 55402-2203
612-337-5500
Managed Since 1986
257 Room Full Service Radisson Hotel
Miller Valentine
Mr. AI Schneider; Senior Partner
4000 Miller Valentine Court
Box 744
Dayton, OH 45439
937-293-0900
Managed Since 1997
202 Room Holiday Inn Hotel; 128 Room
Homewood Suites
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Mr. JamesL Nichols, r
Th,!'l Oh,!o~State~!liv,ersity.... = '"
Office OUhe Treasurer
Riverwatch Tower, S,uite BF.
364West Lane Avenue
Columbus, PH 43201
614"292-47tj"
ManagedSince 1988
243 Room, Full Service Cont.. Center Ho
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Robert~. Warmington Company~
Mr. Rober! P.Warmington
567 San Nicolas Drive
Suite 180 >\
Newport Beach, CA 92660
949-640-2104
(p"
Managed Since 1986 ,
138 Room Qu,ality Syites ~
Hotel Asset Valu,e Enhancement, tLC
Ms. Michelle S.~Russo, President
651 Main'Road
Toverton, RI',02878
401-816-0222
Managed unti/1997
231 Room Holiday Inn Hotel
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eve Joyce; Exec. Vice President
arriott,Drive
ington,DC'2o.o.581'
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Radisson Hotels & Resorts (Carlson'Hospitality)
Mr. Jay Witzel, Pre~ident &:COO ~
Carlson Parkway Box 59159 [,
"'l! '. ,~.~ " . .-.' _ '
Minneapolis, MN'55459-82o.4
612-540.-8185 "
Franchisee of Radisson Hotels Since 1986
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c'
ontlnental Hotels Group
. t~ve' P<>,j;ter, President
ffil1ree .RavinlaiDrive
SlllteT29o.O "..,. '0
jlanta, GA 3o.346-214~
:i0-604~2251 ,t h'
r..anch(see of~tloliday,fnns Hotels Since 1957
Hilton Hotels Corporation
Mr. Thomas Keltner, President-Franchise Hotel'Group
755 Crossover Lane
Memphis, TN 38117-490.0.
90.1-374-5166 ~
Franchisee of Hilton Hotels Since 1987 w'
~,
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St~rwood Hotels &...RE!~orts
. Chuck Tomb,~Sr. Vic8'f~resident - Development NA
O,'Galleria Parkway,"SlJlte 1350.
anta",GA,3o.339
.14~64o.-8568
'AeprovedQ,evi3'oper:,for ~estin .and Sheraton
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,~pJJn J. Sla~p~h,"Senior Vice President - Finance
~513:'19~2470'\ '
"".'it'Y-f" -'. -J<,. It.
Uohn~Slaboch~whihotels.com
T~riii.()aru!riey~r'l,Senior Vice President - Construction
513-79~-2410 ~,.
~err:v.Dammeyer@whihotels.com
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Winegardn~~ & tiammon~,11"
CQrpor~!e Offices'
4243:HuntRoad'
Cincinnati, 0tlio 4524~
II t'-1' 1"-
513-891..;t,Oe6
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www.whihdtels~com
N.liJ<e,;,Conw,!y,'Senior Vice President - Marketing
~ " '
, 1,513-79~..2462
~ Mike.Conway@whihotels.com
to,
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~~nt$Bruggemanj,~enior Vice President - Operations & Human Resources
m, ~
'^, 5,~ 3-794-2416
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Kent.Bruaaeman@whihotels.com
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~IENAll~~ANKCIE
Plan Commission
Revised: September 08, 2006
W,
WINEGARDNER& HAMMONS. INC.
Professional Hotel Management
Drawio!!s
Sheet Number
1
2
3
4
5
6A
6B
7
8
9
Table of Contents
Sheet Title
Property Boundary Plan
Parking Concept Plan
Building & Landscape Area Setback Plan
Landscape Plan
Site Plan
North & South Building Elevations
East & West Building Elevations
Floor Plan
Photo Illustration 600' Southwest on U.S.31
Photometric Site Plan
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SITE AREA = 7.96 ACRES
L
- - - - -S~lt'- 5;5.59:---
In
Ie
122ND STREET
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REN AISSANCE
SITE AREA
= 7.96 ACRES
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SITE lOCATION ~__ .-"..
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VACINITY MAP
St:ALf.:NT5
ADJACENT PROPERTIES ZONINGIUSE
""
A 17-Q9-35-QO-OOo(lOS.ClOO UNKNOWN
B 1T~1 CATERNG ESTABliSHMENT
C 17-09-3.S-00-00-004.000 UNDEVElOPED
D 17-09-35-OO-(lO..()41.00D HOSPRAL
E 16-09-35-00-00-031.000 I.4EDICAl... OFFICE
F 16-09-J5..00.00.037.llD4 t.lEDIC~OFFICE
G 16-09-3.5-00-01-l106.00D OFFICE
H 16-09-35-00-00-020.101
I '~20.oo1 OFFICE
J 16-09-35-00-00-02O.000 UNDEVElOPED
K 16-09-35-00-01-014.000 PROFESSIONAL OfFICE
A.
PROPERTY BOUNDARY PLAN
SCALE: 1'=40'-0"
DATE: SEPTEMBER 08, 2006
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SHEET
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588' fr 090" 52159'
11'\
122ND STREET
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NORTH
REN AISSANCE
FORMULAS FOR AMOUNT OF PARKING SPACES REQUIRED
C.rmeI Zoniog Ofdjnara; CHAPTER 27: Additional P8~ & Loudlr1j R'9'lations
CONFERENCE
1 space for the largest shift of employees,
plus 1 space per 150 5Q.FT. of floor area.
HOTELS
1 space per room or suite.
OFFICE
1 space per 250 SQ, FT. of floor area
RESTAURANT
1 space per every 2.5 patron seats,
plus 1 space per employee in the largest shift..
BICYCLE PARKING 5 space per every 100 car parking spaces.
PARKING SPACES
TOTAL PARKING SPACES PROVIDED
= 400 SPACES
CALCULATIONS FOR REQUIRED BICYCLE PARKING SPACES
BICYCLE <<lllCARPA,':INGSPACES l<ll
TOTAL REQUIRED BICYCLE SPACES
. 2OSP",CES
= 20 SPACES
PARKING CONCEPT PLAN
SCALE: 1'=40'-0'
DATE: SEPTEMBER 08. 2006
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SHEET
2
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WBIf .1 OIl" C
In
122ND STREET
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KEY
_ US.J1CORRIOORGREENBELT
_ PLANTING STRIPS
~ RfGHT.cF-WAYLAWN
_ GENERAl LANDSCAPING! LAWN
c=J ASPHALT PAVING
D RIGHT.OF.WAYPAVlNG
D SIDEWAlK
IiiII BUILDING
RENAISSANCE
ZONING DISTRICT
B-6/11US~"ESSDlSTJIlCT
u.s,HICHWAV31 CORf!IDOROVERLAYlONE
PARCEL COVERAGE
SITE S.F.
PENNSYLVANIA RIGHT OF WAY
TOTAL SITE S.F.
BUILDING FOOTPRINT S.F.
TOTAL ASPHALT PAVING
346,659 S.F.
10,n3 S.F.
357,432 S.F.
65,916 S.F.
166,597 S.F.
PARCEL COVERAGE
166,597+ 65,916
357,432
=65%
PARCEL DENSITY REQUIRED PROPOSED
FLOOR AREA RATIO .70Mnlmool .56
BUILD-TO LINES
US 31 CORRIDOR 90'-0' 90'-o"l.4ln1mum
PENNSYLVANIA STREET 20'-0' 133'-6" MInimum
NORTH SIDE YARD 15'-0' 94'-3"M!nilrUTl
SOUTH SIDE YARD 15'-0' 229'-6"M1ninun
PLANTING STRIPS REQUIRED & PROPOSED
U.S. 31 CORRIDOR GREEN BELT 30'-0"
PENNSYLVANIA STREET 10'-0'
NORTH SIDE YARD 5'-0'
SOUTH SIDE YARD 5'-0'
PLANTING ADJACENT TO BUILDING REQUIRED & PROPOSED
U.S. 31 CORRIDOR FACADE 25'-0'
PENNSYLVANIA STREET FACADE 10'-0'
NORTH FACADE 10'-0'
SOUTH FACADE 10'-0"
BUILDING & LANDSCAPE AREA
SETBACK SITE PLAN
SCALE: 1'=40'-0'
DATE: SEPTEMBER OB, 2006
EB
NORTH
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RENAISSANCE
TOTAL LANDSCAPING AREA
15%
18%
PLANTING STRIPS PROPOSED
U.S. 31 CORRIDOR GREEN BELT P.100Un.A 660 Un. Ft.
Shade Trees 5 34
Ornamental Trees 3 21
Shrubs or 15 35
Evergreen Trees 3 13
122ND STREET
PENNSYLVANIA STREET Per 100 lIn. Fl 660 Un. Ft.
Shade Trees 3 20
Ornamental Trees 2 14
Shrubs 10 84
Evergreen Trees 2
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STRIP 0
' SMALL SHADE TREE
@ ORNAMENTAL TREE
* LARGE EVERGREEN TREE
. SMALL EVERGREEN TREE
o LARGE SHRUB
. SMALL SHRUB
EB
NORTH SIDE YARD 48511n. Ft.
Shade Trees 3 15
Ornamental Trees 2 9
Shrubs or 9 19
Evergreen Trees 3 12
SOUTH SIDE YARD 4B5 Un. Ft.
Shade Trees 3 14
Ornamental Trees 2 12
Shrubs or 9 20
Evergreen Trees 3 B
NOTE: EXISTING TREES THAT ARE 9" DBH OR LARGER
LOCATED WITHIN THE U.S. 31 CORRIDOR GREEN
BELT AND THE SITE PERIMETER PLANTING
STRIPS SHALL REMAIN WHEN POSSIBLE.
PLANTING ADJACENT TO BUILDING ",au,",O
U.8.31 CORRIDOR FACADE 2S'.0"De51Ihll:Building VARIES
WoGlh+10'.{)"on
Each Side
PENNSYLVANIA ST. FACADE
NORTH FACADE
SOUTH FACADE
Wid~llBuilding
VARIES
LANDSCAPE PLAN
SCALE: 1'=40'.{]" DATE: SEPTEMBER 08, 2006
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SIGN -A- (DOUBLE FACED)
AREA OF SIGN = 36 S.F.
GROUND SIGNAGE DATA
LOCATION:
EAST ENTRY DRIVE AT INTERSECTION OF
122ND STREET AND PENNSYLVANIA STREET.
AREA OF SIGN:
6'-o"x 6'-0" = 36 S.F.
SIGN DESCRIPTION:
INTERNALLY ILLUMINATED DOUBLE SIDED
6'-0" TALL MONUMENT GROUND SIGN
SIGN FACE TO BE ROUTED ALUMINUM WITH SIGN SIDES TO BE ALUMINUM FILLER WITH
VTL 12121 BURGUNDY COLOR PUSH THROUGH PAINTED MATHEWS #MP-02116 BURGUNDY COLOR
VINYL LETTERS SIGN INTERNAL ILLUMINATION
VTL 12121 BURGUNDY COLOR LOGO BACKGROUND COOL WHITE FLOURSCENT
VDN 11219 DUAL COLOR SILVER LOGO AND
LOGO BORDER SIGN POLE COVER AND BASE TO BE ALUMINUM WITH
PAINTED MATHEWS #MP-7025 CREAM COLOR PAINTED MATHEWS #MP-18082 WARM GREY COLOR
ALUMINUM FACE
EB
RENAISSANCE
BUILDING DATA
263 GUESTRooMS
COMMERCIAL BUILDING
HOTEL
TOTAL BUILDING
BUILDING FOOTPRINT
RESTAURANTI LOUNGE
MEETING SPACE
BALLROOM
MEETING ROOM
TWO BOARDROOMS
SIX BOARDROOMS
TOTAL MEETING SPACE
HEIGHT TO ROOF
COMMERCIAL BUILDING
HOTEL
HEIGHT TO PARAPETI MANSARD
COMMERCIAL BUILDING
HOTEL
SITE DATA
OVERALL SITE
PARCEL COVERAGE
FLOOR AREA RATIO
LANDSCAPE AREA
PARKING DATA
TOTAL SITE PARKING
ACESSIBLE SPACES PER ADMG
BICYCLE SPACES
GROUND SIGNAGE
SIGN A (DOUBLE FACED)
SITE PLAN
48.566 S.F.
141.113S.F.
189,679 S.F.
65,916 S.F.
5,249 S.F.
7,722 S.F.
1,020 S.F.
480 S.F.each
596 S.F.each
13,278 S.F.
27'-0"
74'-a"
32'","
92'-4"
7.96 ACRES
65%
.56
18%
400
8
20
36S.F.
SCALE: 1'=40'-0" DATE: SEPTEMBER 08, 2006
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CD SOUTH ELEVATION
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CD NORTH ELEVATION
RENAISSANCE
WALL SIGNAGE DATA
LOCATION:
NORiM AND SOUTli ELEVAll0NS
AREA OF SIGN = 237 S.F.
SIGN DESCRIPTION:
INTERNAU.Y ILLUMINATED CHANNa LETTER SIGN
SIGN FACE TO BE ACRYLIC Willi
YON 12518 BURGUNDY COLOR L.ETTCR
PAlNlBl MAlliEWS tIM~18 BURGUNDY COLOR
l' JEWELIlE PERIMETER lRlM CAP
SIGN SIDES TO BE ALUMINUM FILLER Willi
PAlNTI:D MAlliEWS tlMP-02118 BURGUNDY COLOR
SIGN INTERNAL ILLUMINAllON
NEON 1\JIlE 15MM: WHITE DESIGNER85llO
ZONING VARIANCE REQUE5TI:D
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[RENAl
NORTH & SOUTH
BUILDING ELEVATIONS
SCALE: 1118"=1'Q DATE: SEPTEMBER 08,2006
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RENAISSANCE
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BUilDING AREAS
MEETING SPACE
RESTURANTI BAR
D PUBLIC SPACE
D KITCHEN
. OFFICE SPACE
POOU EXERCISE
. SERVICEI EMPLOYEE
1'0;,,,, i'il GUESTROOMS
D SKYLIGHT
FLOOR PLAN
SCALE: 1116' = 1'-0' DATE: SEPTEMBER 08, 2006
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CONSTRUCTION PLANS FOR THE PROPOSED
RENAISSANCE HOTEL
LI'\.~Nt.\)
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S(.\
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AND COMMERCIAL BUILDING
LOCA TED IN SECTION 35,
T. 1 B N, R. 3 E, CLA Y TOWNSHIp,
CITY OF CARMEL, INDIANA
/
//
--
SUMMARY OF PERTINENT DATA:
PRO.I:CT:
RENAISSANCE HOm. AND COMMERCIAL. BUILDING
COMMERCIAL DEVEI.CP1.f[NT
AREA: 7.96 ACRES
WoS: H REALTY
42~ HUNT ROAD
tlNClNNA n, OHIO 45242
(513) 794-2438
DRlESENGA .t ASSOCIA lES, INe.
101 CONGRESSIONAl BLVD. SUITE 260
CARMEL.. INDIANA 48032
(317)-571-3420
JEAN M. WODAREK. P,E. 110504962
8-e, U.s. 31 CORRIDOR OVERLAy ZONE
All STORM RUNOFF' FROM THE PAVED AREAS SHAll BE ROUTED
- llfFSllE.
CONCRt'lt CURB WI BITUMINOUS PAVEMENT lNa.uOlNG WORK WITHIN
PUBlIC RIGHT-or-WAY.
120' WIDTH
EXISTING P6w0wNES lOCAlED AlONG THt EAST SIDE OF
THE PROPERTY.
EXISTING TElEPHONE LOCATED ALONG THE EAST SID( Of' THE PRoPtRTY.
GAS WIll EXTEND AlONG THE Yt{ST SIDE Of PENNSYLVANIA STREET BY
VEC1REN ENERGy,
EXISTING CLAY TOWNSHIP REGIONAl. WASTE DISTRICT SEWER LOCATED
AlONG THE EAST SIDE OF PENNS'I1.VANlA STREET.
EXISTING 8" PUBue WATER LOCATED AT THE SOUTHEAST CORNER
CONTINUING ALONG THE EAST SID( Of' PENHsYL.VANlA STREET.
EXlSllNG FIBER OPTICS ALONG nit EAST SIDE or PENNS'tlVANIA STREET.
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OWNER:
ENGINEER:
ZONING:
DRAINAGE:
DRlVES/pKG. LDlS:
RlGHT-OF'-WAY:
POWER:
o
TELEPHONE:
GAS:
SANITA~Y SEWERS:
WATER:
FIBER OPTIC:
Iii
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.
UTIUTIES AND GOVERNING AGENCIES:
O#f#ftttttttttt G+tf#t#Htt{J
\J-HtHffiH-ttt# G+tf#t#Htt{J
CARMEL ClAY COMM.
31.flRST AVENUE NW
CARMEL. IN. 46032
(317) ~71-2Oll6
8lll AKERS
CARMEl D.O.C.s.
ONE OVlC SQUARE
CARMEl., IN. 46032
(317) S71-2.iU
MIKE HOllIBAUGH
CARMEl ENGINEERING DEPT.
ONE CIVIC SQUARE. 1st FlOOR
CARMEL. IN. 46032
(317) 571-2441
GARY DuNCAN
". DUKE ENERGy
1+4-1 SOUTH GUILFORD ROAD
CARMEL. IN. 46032
t~~ =~~~IRLEY HUNTER
~
~
BRIGHTHOUSE NETWORKS
3030 ROOSEVEl.T AVENUE
INOIANAPOUS. IN. 46218
(317) 632-90"
JASON KIRKMAN
CARMEL WATER
760 3R0 AVENUE SW
CARMEL. IN. 46032
(317) 571-2648
PAUL PACE
ClAy l'hP. REGIONAL WASTE OISl
10701 N. COlLEGE AVENUE. STE. A
lNOIANAPOUS. IN. 4628P-1098
(317) 844-9200
JENNIFER BRUNER
VEClREN ENERGY
P.O. BOX 1700
NOBlESVlL.lE, IN. 46061-1700
(317) 716-.5535
CHUCK SHUPPERD
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----0
SHEET INDEX
G001
GQD1
11-101
aJ.101
CS101
CS601
CB101
CB110
CB 501-CB602
W101
C/'J.101
~1
CR-101 - CR-103
CROa1
~101
CW601
L-101
L-1CR
~SHlEr
GJ3IIERAL SPEaFlCATDVS
TCFOOFIAPHIc SURVEY MAP
c:EM2lTl:N / SITE a.EARING PLAN
SITE PLAN
SITE CErA/LS
SITE GRAaNG PLAN
SlOOMWA1B'I Pr:I.LIJTrN AND PREIIENTDN PLAN
SlOOMWA1B'I Pr:I.LIJTrN AND PREIIENTDN CErA/LS
IJT1IJTY PLAN
SAMTARY PLAN & PfU:1lE
SAMTARY EaI.a:i CErA/LS
STaIM PLAN & PfD'ILES
STaIM EaI.a:i CErA/LS
WA1B'I MAIN PLAN
WA1B'I MAIN CErA/LS
LAND9:'.APE PLAN
I.ANI:19:APE PLAN
( 122nd 8f'RBI.T
PLANS PREPARED FOR:
W &: H REALTY
4243 HUNT ROAD
CINCINNA n, OH 45242
(
DRIESENGA '" ASSOCIATES, INC.
701 CONGRESSIONAL BLVD.. SUITE 260 .
CARMEL, IN 46032
PLANS PREPARED BY:
11m'
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GENERAl.:
WHEREVER A CONFUCT OF DEfICIENCY OCCURS BrTYtfiN.THE CONsmUCilClN STANDARDS AND SPEClRCAnONS
ADOPlED BY THE CITY or CARUEl. THE HIGHER OR MORE RESTRICilVE STANDARD OR SPEClnCA ilONS SHALl
APPl..Y.
REfERENCE MATERIAl.:
APPUCABLE STANDARDS Of THE CITY Of' CARMEL AND I.N.D.D.T. STANDARD SPECIFlcAnONs. DATED 1999, AS
REVISED.
F. CONSTRUCTION: THE CONSTRUcnON SHALl PROCEED IN AN ORDERLY AND WEll PLANNED WAY AND THE
CONlRACTOR SHAlL HAVE AT AlL nMES ON THE JOB SUFrlClENT, PROPER AND ADEQUAl[ EQUIPMENT IN GOOD
OPERATING CONDIiION AND ENOUCH LABOR OF ALL KINDS 10 EXPEDITE THE PROGRESS Of' THE WORK.
Go P",VD.IEHT iHlCKHESS: EXPRESSwAY, ARTERIAL HIGHWAYS AND PRIUARY THOROUGHFARES SHAlt BE
CONSTRUCTED IN A IdINIMUM OF B INCHES THICK AND SHALL BE REINFORCED W1rn A MINIMUM or ONE LAYER OF
6 X 6 6/6 W.W.F. SECONDARY THOROUGHFARES, COLLECTOR STREETS AND WNOR RESIDENTIAL STREETS SHAlL
BE CONSTRUCTED A MINIMUM OF 6 INCHES THICK.
H. PAVEMENT SECnQN THICKNESSES OUUlNED ABOVE ARE MINIMUM REQUIREMENTS. EACH AREA SHAll. HAVE A
SECTION DESIGN ACCOMPANYING THE STREET IMPROVEMENT PLANS. WHICH IS BASED ON SOIL. 1""l'PES OR SOIL
TESTS AND THE PREDOMINANT TRAmC LOADINGS FOR. T't?E STREET. THE DESIGNER 5HAU. INOICAlt THE
CRITERIA USED, ASPHALT INSTITU1E, PORTlAND CEMENT ASSOC., ETC. USUALLY THERE ARE HOMOGRAPHS BY
THESE TRADE ASSOCIATIONS, WHICH ARE sumCIENT FOR THIS DESIGN CONSlDERAnON.
FORMS
A. FORMS SHALL BE OF APPROVED SECTION AND BE MADE OF METAL WITHOUT HORIZONTAL JOINT; HAVE DEPTH
EQUAL TO OR GREATER THAN THE DESCRIBED EDGE THICKNESS OF THE PAVEMENT; AND SHALL BE AS APPROVED
BY THE TOWN Of flSHERS ENGINEERING DEPARTMENT.
CRADES AND SUBGRAOES
A. MINIMUM GRADES: MINIMUM GRADES SHAll NOT BE LESS THAN 0.5 PERCENT, EVEN IF ElORA DRAINAGE IS
REQUIRED.
B. PREPARATION Of' SUBGRADES: THE SUBCRADE, AS SHOWN ON THE APPROVED PLANS. SHAlL BE GRM)EO 'TO A
SWOO1H MID TRUE SURFACE TO 1HE REQUIRED DEPTH BELOW THE SURFACE Of' THE PAVEMENT WHEN COI.lPLETED
AS INDICATED BY THE PROflLE AND STAKES SET BE QUAUFlED ENGlNtER, AND AlL SOfT AND SPONGY PLACES
NOT AffORDING A FIRM FOUNDATION MTH BE DUG OUT AND REFILLED WITH GRAVEL OR OTHER SUITABLE MATERJAL
AND REWORKED UNTIL SURFACE IS SCUD, UNlrORM AND PARAlLEL WItH CRADE AND CROSS-FILLED 'MTH 153
STONE. THE ENTIRE AREA SHALL BE sa COMPACTED AS TO MEET A PROCTOR DRY DENSITY Of' 95 PERCENT OR
BETTER. GRAVEL OR STONE BACKFlLL SHAlL HAVE THE APPROVAL Of' THE CITY OF CARMEl. ENGINEERING
DEPARTMENT. NO S1uCA SAND OR FINE GRANULAR MA TERlAL WILL BE ALLOWED. THE SUBGRADE SHALL BE
ROLlED WITH A -SHEEPSFoor TYPE ROlLER WEIGHING NOT LESS THAN 10 TONS OR 'MTH A THREE WHEELED OR
TANDEM ROUER WEIGHTING NOT LESS THAN 10 TONS OR WITH VIBRATORY EQUIVA~T.
C. IN AREAS INACCESSiBlE TO THE ABOVE CQt.tPACTING EQUIPMENT, A SINGLE SHOE VIBRATOR OR OTHER APPRO\IED
COMPACTING EQUIPMENT SHAlL BE USED.
D. IF DRY, THE SUBCRACE SHALl BE SPRINKLED OR OTHERWISE WETTED PRIOR TO THE TIME OF LAYING THE
PAVEMENT. ROAD OIL OR CAlCIUM CHLORJDE MAY BE USED IN UEU or WATER WHEN APPROVED BY THE CITY Of
CARMEL ENGINEERING DEPARlMENT. HOWEVER, NO PAVEMENT SHALL ElE LAID ON MUDDY SUBGRADE. THE
SUBGRAOE SHALl BE MAINTAINED DIN A WELL-DRAINED CONDITION AT"ALL TIMES DURING THE CONSTRUCTION.
DRAINAGE DITCHES SHALL BE CONSTRUCTED WHEN AS DIRECTED BY THE CITY or CARMEL. ENGINEERING
DEPARTMENT.
E. THE CONDITION THE SUBGRADE MUST BE APPROIIED BY THE CITY OF CARMEL ENGINEERING DEPARtMENT PRIOR TO
PLACEMENT OF CONCRtTE.
CONS1RUCTtOH JCINTS
A. AT THE ClOSE OF EACH DAY'S WORK. A CONSTRUCilON JOINT SHALL BE MADE NOT LESS TH"N 10 FEET FROM
THE PRECEDING lRANSVERSE CONTRACTION JOINT. SECTION Of LESS THAN 10 FEET WILL NOT BE PERMITTED.
B. THE UPPER EDGES OF ALL PERFORMED EXPANSIONS MATERIAlS IN JOINTS SHALL BE PARAlLEL TO THE
SURFACE Of THE PAVEMENT.
JOINTS
A. TRANSVERSE EXPANSION JOINTS
1.) EXPANSION JOINTS SHALl BE CONSTRUCTED ONLY WHEN AND WHERE SPECIFIED ON THE PLANS. PER THE
STANDARD DETAILS.
2.) IN THE CONSlRUCnDN OF AN EXPANSION JOINT WITH LOAD TRANSFER; THE JOINT SHALL COMPLY WITH THE
DETAILS SHOWN ON THE PLANS.
3.) A JOINT HOl.OER WILl. RE REQUIRED TO HOLD THE DOWEl BARS ACCURATELY IN PLACE PERPENDICUlAR TO
THE CROSS SECTION OF THE PAVEMENT AND TO THE UNE OF' THE JOINT.
S. LONGITUDINAL KEYED CENTER JOINTS: LONGl1UDINAL KEYED CENTER JOINTS SHAll BE OF STEEL OR BfnJMINOUS
MATERIAL EOUlPPED WITH OPENING TO RECEIVE 1/2 INCH BARS 4 n IN LENGTH 5.0 INCH O.c. KEYED CENTER
JOINTS STRIPS SHALL BE SECURELY HELD IN PLACE BY METAL PINS AS DESIGNATED.
c. PAVEYDlT ENDS: WHENEVER A PIECE or NEW PAVEMENT BEGINS OR ENDS AGAINST AN UN-:-PAVED STREET, THE
NEW PAVEMENT SHALl. er THiCKENED FOR THE LAST 2 FEET, GRADUALLY INCREASING THICKNESS TO NOT LESS
THAN ONE AND ONE THIRD lIMES AS lHE DEIGNED SlAB J/4 INCH X 1~i-lNCH DOWEL BARS AT 18-INCH CENTER
SHALl. BE PROPERLY PlACED IN THIS END SECTION AND CAREFULLY BENT DOWN AFTER THE CONCRETE HAS
BECOME THOROUGHLY sET. THE ADJOINING LAST SO FEET Of' lHE UNPAVED STREET SHALL BE CAREFULLY GRADED
AND COUPAClEO TO PROPERLY MEET lHE NEW PAVDiENT.
WIRE MESH
A. WIRE MESH, IF SHOWN ON PLANS. OR AT THE REQUEST Of' THE CITY CARMEL ENGINEERING DEPARTMENT SHAlL BE
PLACED AS DIRECTED. THE MESH SHAll COMPLY WITH THE PROVISIONS OF -MSHTO M55- WElDED STEEl. MRE
FABRIC FOR CONCRETE REINFORCEMENT.
B. 'UNLESS OTHERWISE SPECIFIED OR ORDERED, MESH SHALL BE PLACED 2 INCHES FROM THE FORMS. SHEETS
g.jALL BE LAPPED THE WIDTH OF' ONE MESH.
CURING
A. IMMEDIA Tn Y UPON COMPLEilON Of THE FlNISHED PROCESS, 1HE CONCRETE SHAll BE CURED IN ONE Of' THE
FOUOWlNG WAYS:
1.) CURING BLANKETS SHAll BE GENTlY PLACED ON THE CONCRETE. THE EDGES or THE BLANKETS SHALL. BE
SECUREL Y FAS~ED DOWN OUTSIDE THE PAVED AREA WITH DIRT OR OTHER WEIGHTS.
1.) PlASTIC SHEETS SUCH .\S \IISQUEEN OR OTHER POl..'l'ETHYlENE MATERIAL PLACED OVER THE PAVED AREA
SECURELY FASTENED DOWN ROUND THE PAVED AREA.
:5.) BY USE Of UQUID MeMBRANE fORMING COMPOUND CONFORMING TO THE SPECIFICATIONS or THE ASTM,
DESIGNATION c-309-53t OR REVISIONS. THIS UQUID SHAlL BE SPRAYED IN AN EVEN COAT OVER THE ENTIRE
PAVED AREA IMMEDIAlELY AFTER BRooMING OF NOT, lESS THAN ONE GAUON PER 200 SQUARE FEET OF
SURFACE.
B. FAILURE TO COMPLY WITH THE REQUIREMENTS 0( CURING WlU. RESULT IN THE REJECTION OF THE WORK.
STREET DESIGN AND ASPHALTIC CONCRETE STREET CONSTRUCTION STANDARDS
GRADES AND SUB-GRADES
A. L4INI~~~:~ES MINIMUM GRADES SHAlL NOT BE LESS THAN 0.5 PERCENT EVEN IF EXTRA ~RAlNAGE IS
B. PREPARATION OF SUB-GRADE: THE SUB-CRADE. AS SOWN ON THE APPROVED PLANS. SHALL BE GRADED TO A
SMOOTH AND TRUE SURFACE TO THE REQUIRED DEPTH BELOW THE SURFACE or THE PAVEMENT WHEN COMPLETED
AS INDICATED BY THE PROF'llE AND STAKES SET BY A QUAUFlED ENGINEER, AND ALL son AND SPONGY PlACES
NOT AffORDING A FlRM FOUNDA nON WILL BE DuG OUT AND REFIlLED WITH #53 OR ,63 STONE OR OTHER
SUITABLE MATERIAL AND REWORKED UNnl SURFACE IS SCUD, UNIFORM AND PARALLEL 'MTH GRADE AND
CROSS-SECTION Of THE flNISHED PAVEIAENT. THE ENTIRE AREA SHAll BE SO COMPACTED AS TO MEET A
PROCTOR DRY DENSITY Of 95 PERCENT OR BETTER. GRAVEL. OR STONE BACKFtLL SHALl H....VE 1t<E APPROV",l or
'THE aTY OF CARMEL ENGINEERING DEPARTMENT. NO SlUCA SAND OR FINE GRANULAR MATERIAL. WIll BE
AllO\\"ED. THE SUB-GRADE SHAll BE ROlLED WITH A -SHEEP'S Foor TYPE ROllER ~GHING NOT lESS THAN
10 TONS. THE FINAL SUB-CRADE AND STONE SHALL BE ROOF ROlLED WITH A THREE-WHEELED OR TANDEY
ROLLER WEIGHTING NOT L(SS THAN (10) TEN TONS. OR WITH 'w1BRATORY EQUIVALENT.
C. IN AREAS IN ACCESSIBLE TO THE ABOVE COMPACTING EQUIPMENT, A SINGLE-SHORE VIBRATOR OR OTHER
APPROVED COMPACnNG EQUIPMENT SHALL BE USED.
D. NO PAVEMENT SHAlL BE LAID ON A MUDDY SUB-GRADE. THE SUB-GRADE SHALL BE MAINTAINED IN A
WELL-DRAINED CONDITION AT ALL TIMES DURING THE CONSTRucnON. TEMPORARY DRAINAGE DITCHED SHAlL BE
CONSTRUCTED WHEN AND AS DIRECTED BY THE CITY OF CARMEl ENGINEERING DEPARTMENT.
E. THE CONDITION OF THE SUB-GRADE MUST BE APPROVED BY THE OTY oF CARMEl.. ENGINEERING DEPARTMENT,
BEFORE ANY ASPHALT OR CONCRETE IS PLACED UPON IT.
M, fiNISHED GRADING AND SEEDING
1. OVER THE APPROVED ROUGH GRADE (SEE SEcnON E), SPREAD 4- MINIMUM OF TOPSOll OR APPROVED FlLL TO
SUCH DEPTH AS WElL fiNISH TO THE REQUIRED FlNtSH GRADES AND CON"TOlJRS AFTER ROlLING AfIlD NATURAL
SETTlEMENT. NEW GRADES SHALL SLOPE UNIFORMLY BETWEEN LEVELS E$TABUSHED ON THE PLANS AND
INTERSECTIONS or NEW GRADES WITH EXlSilNG CRADES SHALL BE UNIFORM AND SMOOTH.
2. FERTlUZER AND AGRICULTURE UMESTONE SHALL SPREAD UNIFORMLY OVER THE AREA TO BE SEEDED. THEY SHALL
BE IAIXED INTO THE OP 2- OF SOIL 'MTH A DISH HARROW, ROTARY TILLER OR OTHER APPROVED EQUIPMENT.
FERTlUZER SHALL BE SPREAD AT THE RATE Of' BOO POUNDS PER ACRE AND AGRICUliURAl UWCSTONE. AT lH[
RA.TE or ~ TONE PER ARE" UNLESS OTHERWISE SPECIFIED. "
J. TEMPORARY SEEDING- THE AREAS WHERE STRIPPING, CUTS OR FILlS HAVE BEEN GRADED SHAlL BE SEEDED FOR
Sll.. T AND EROSION PROTECTION WITH ONE Of THE fOLLOWING METHODS:
a. EARLY SPRING MIX: 100" OATS
SEEDING RATE: 50 LBS./ACRE
b. SPRING OR LATE FAlL MIX: lOOX ANNUAL RYE
SEEDING RATE: 50 LBS/ACRE
Co FAll MIX: 100" PERENNIAL RYE
SEEDING RATE 50 LBS./ACRE:
do WiNTER: STRAW OR MUL01 AS APPROVED BY THE ENGINEER SHALL BE APPUED AT A RATE OF 2 TONS PER ACR
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b. AIR TEST
10. THE AIR TEST SHALL. AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTU C-828 FOR
ClAY PIPE, ASTM C 924 FOR CONCRETE PIPE, AS1l.t F-1417 fOR PLAsnc PIPE, AND fOR OTHER MA1ERIALS
TEST PROCEDURES APPROVED BY THE REGUlA TORY AGENCY.
1b. FOR AIR TESTING, EACIi END OF' THE SEcnON OF PIPE TO BE TESTED SHAlL BE PWGGED WITH AIR TEST
STOPPERS FURNISHED BY 'tHE CQNllU..C'TCR. AlR SHAll. SlOWt.. Y BE S\JPPUED TO THE PLUGGED PLPE
INSTAllATION BY AN AIR COMPRESSOR. FURNISHED BY THE CONTRACTOR. UNTIl.. PRESSURE REACHES 4.0 P.
IF GROUNDWATER ElEVATION IS ABOVE INVERT OF SEWER BEING TESTED, AN ADDITIONAL 1.0 PSI OF AIR
ESSURE SHAlL BE ADDED FOR EACH 2.J FEET OF WATER ABOVE THE INVERT or THE SEYtER. AT AST
INUlES SHALL BE AlLOWED fOR THE AIR TEMPERATURE TO STABIUZE.
1c. THE NE SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AT AN AVERAGE PRESSURE 0 PSI tf (1)
THE TOT RATE Of AIR LOSS FROM ANY SECTlOtI TESTED IN ITS ENTIRETY BElWEEN MANH AND
~tTE~EA UC~1.D~~O~X~ ~~'F:T(~ mfr:;~~p~~A~ NOT LOSE AIR AT
ld. THE REQUIREMEN or THJS SPECIFICATION SHALL BE CONSIDERED SATISFlED IF' TH ME REQUIRED IN
SECONDS FOR THE RE 10 DECREASE FROM 3.5 TO 2.5 PSI IS NOT LESS AN SHOWN IN THE
-AllOWABLE TlIAE TAB
A. NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FORE OBTAINJNG OR VERIfYING THAT ALL PERMITS AND APPROVALS
ARE OBTAINED FROM THE PERSPECTIVE CITY, COUNT AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSl8!UTY TO DO'ERMINE THE EXACT LOCA nON OF ALL EXISTING
UnuTlES IN THE VICINITY or THE CONSTRUCTION AREA PRIOR TO STARnNG ANY CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSlBIUTY FOR NOTlF1CA1'JONS AND COORDINATION OF ALL CONSTRUCTION
WITH THE RESPECTIVE unuTY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION.
4. IT SHALL BE THE RESPONSIBIUTY OF' 'THE QE'itLOPER AND CQt.lTRAC'TOR 'TO MA.lN'T",IN WAUTY CON'TROL
" THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE
DEFECTIvt 'WORK; IT IS RECOWENDED THAT THE DEVELOPER HAVE A OUAUF1ED INSPECTOR ON THE JOB SITE
AT All TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CON.AlNCTlON WITH THIS PROJECT SHALL BE INSTAllED
ACCORDING TO THESES SPEClflC^ nONs, THE ENGINEER WILL BE REQUIRED TO CERilfY TO CERTAIN PORTIONS
Of' THIS PRQ.ECT UPON COUPLEnON. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAl AND ACCEPTANCE
BY THE Clll OF CARMEl PLANNJNG THAT CONSTRUCTION WAS DONE IN COMPUANC( WITH THESE PLANS AND
SPECIFICATIONS.
B. CLEARING AND GRUBBING
1. ClEARING AND GRUBBING SHAlt CONSIST OF CUTTING, REMOVAl AND SATlSf"ACTORY DISPOSAl Of All TREES,
DOWN nMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, BOULDERS, BROKEN CONCRE1E, FENCING (AS
DESIGNATED) AND OTHER MATERIAL ON THE PROJECT SITE AND 'MTHIN THE BOUNDARY AS SHOWN ON THE
CONSTRUCTION DOCUMENTS AND/OR AS DESIGNATED BY -CONSTRucnON UNITS".
2. SPECIAL CARE SHAlL BE TAKEN TO INSURE THAT TREES TO BE lEfT REMAINING IN THE PROJECT AREA SHALL
NOT RECEIVE UMB, BARK OR ROOT IN.lJRIES. WHEN SUCH INJURIES OCCUR, ALL ROUGH EDGES OR SCARREO
AREAS SHALL BE REIAOVED IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE AND THE SCARS
COATED THOROUGHlY WITH AN ASPHALTIC BASE TREE PAINT.
3. ALL -UNSUITABLE MATERIAL- FROM CLEARING OPERAnQNS STATED IN nEW B-1 SHAlL BE REMOVED TO
~~~ :~lAr:: B~JI':fc ~~ ~'imU~~ME~;e~Ev.JlrJ~[N~r~r=~:...~ ~~N ""i~~
WHERE STORM DRAINAGE STRUCTURES SHALL BE lOCATED OR \'MERE IMPOUNDMENT Of SURFACE DRAINAG[
MAY OCCUR.
4. MATERIALS SHALL BE DISPOSED OF BY BURNING UNlESS APPROVED BY THE l.OCAL FIRE MARSHAL
C. TREE REMOVAl AND PROTECTION
1. TREES SHALL BE REWOVED FROM THE PROJECT SITE ONLY WHERE THE AREA IS TO BE DISTURBED.
2. TREES SHALL BE REMO\IED FROM THE PROJECT SITE AS DlRECTtD BY THE DEVELOPER AND SO DESIGNATED.
3. TREES SHALl BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTlY WITH THE PLACEMENT Of
STORM OR SANITARY SEWER AND THAT SUCH EXCAVATION IS OR WILL BE fATAl TO SUCH ADJACENT TREES.
4. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES Of VAWE AND WORTH Vt'HICH DO NOT IMPAIR
CONSTRUCTION Of IMPRO\IEMENlS AS DESIGNATED. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FOOT OVER THE
ROOT AREA, THE DEVEL.OPER SHAll BE CONSUL TED WITH RESPECl TO PROTECTIVE MEASURES TO aE TAKEN, IF
ANY, TO PREsERVE SUCH lAEts. "
5. THE. CONTR....CTOR SI1....u.. BE RESPQNSlBLE FOR DETERI.lINING TH! METHOD FOR PROTECTION OF TOPs. TRUNKS
AND ROOTS Of' EXISTING TREES ON THE'PROJECT SITE THAT ARE TO REMAIN. EXISTING lREES SUBJECT TO
CONSTRUCTION DAMAGE SHALL ~ BOXED, FENC[[) DR OTHERWISE PROTECTED BEFORE ANY ADJACENT WORK IS
STARTED. EARTH OR MATERIAL AND EQUIPMENT SHAI.1. NOT BE STOCKPILED OR STORED WITHIN ntE SPREAD
OF' BRANCHES. BRANOiES WHIOi NEED TO BE REMOVED OR ARE BROKEN SHALl BE NEAll Y TRIMMED AND
SCARS SHALl BE COVERED WITH TREE PAINT.
D. STRIPPING OF TOPSOIL
1. THE CONTRACTOR SHAll. VERIfY THAT All TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY
ROAO, WALKS AND DESIGNATED BUILDING AREAS. TOPson. SHAll BE REMOVED TO A DEPTH Of SIX (6)
INCHES OR DEEPER, IF NECESSARY, TO REMOVE VEGATATlVE MAmR WHERE REQUIRED.
2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABlE flJ\J. MATERIALS AND SHALl NOT BE USED AS FlU. UNDER
PAVEMENT AND/OR BUILDING AREAS.
3. TOPson. SHAll BE STORED AT A lOCAnON WHERE IT DOES NOT INTERFERE WITH CONSTRUCTlON"OPERATIONS.
4. TOPSOIL SHALL BE REASONABLY FREE fROM SUBSOILS DEBRIS AND STONES.
E. GRADING
,. THE CONTRACTOR SHALL PERFORM All GRADING OPERATIONS TO BRINC SUBGRAOES, AFTER fiNAL. COMPACTION,
TO THE REQUIRED GRADE AND SECTIONS FRO SITE IMPROVEMENT.
2. SUBGRADE SHALL BE PROOf' ROLLED WITH SUITABLE EQUIPMENT ~D AU SPONGY AND OTHERWISE UNSUITABLE
MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL
J. ~~~~9~~ ~P:~~~~~~U~~~'L1~c::cnON 207 or THE I.N.D.O.T. STANDARD SPECIFICATIONS.
4. AlL flLL MATERiAl SHAll. BE FORMED rRQ.\ SOIl. FREE. OF DELETERIOUS MATERIAL PRIOR TO PLACEMENT OF
flU A SAMPLE or THE PROPOSED FlLL MATERJAl SHOULD BE SUBMITTED TO A SOILS ENGINEER FOR HIS
APPROVAl.. AND COPIES OF THE saUD PROCTORS SHALl. BE SUBMITTED TO THE OWNER.
S. ALl ~A~~C:~Xm;N~U~ ~~ ~~A~~O~~~i:~ORASE;~U~~.R~~TI:O ~ ~S:~C~:~
FIll AREAS SHALL BE 95 PERCENT STANDARD PROCTOR AND TEST RESULTS SHALL BE SUBloUTTED TO
DRlESENGA It ASSOC.
6. ALl F1U. MATERIAL IN AREAS QUTSlDE Of BUILDING AND PA'YEMENT AREAS SHAll BE COMPACTED UGHll Y AND
PROTECTED FRON EROSION BY ONE OR ,,",ORE Of' THE MElHODS or ITEM G. ALl AREAS WHERE BUILDING AND
PAVEMENT CONSTRUCTION IS FEASIBLE SHAll NOT HA'of UNSUITABLE MATERIAL. PLACED IN THAT lOCATION, AlL
FILL SHALL BE COMPACTED TO 95" STANDARD PROCTOR OR BETTER.
F. STANDARD SANITARY SEWER CONSTRUCTION
1. CURRENT TOWN or FlSHERS SPECIF1CATlONS SHALL PREVAIL AS TO MATERIALS AND METHODS Of'
PIPE MINIMUM ""'OTH
DIAMETER ~ME FOR
in. MINUS. MINIMUM so n. 300 n. 350 n. 400 FT. 450 n.
TIME
. 3:48 5'7 0.380 3, ... ".a 3:48 3:48 ".a 3:48
a 5:40 Jaa 0.854 50.0 5040 5:40 5040 5040 5:42 6:24
8 7:34 2.a 1.520 7. :34 7:J4 7:34 8:52 10:06 11:24
10 8.26 239 2..374 :26 a, 8:53 11:52 13:5t 15:49 17:48
'2 11:20 ,.. J.418 11:24 11:24 14:15 17:06 19:56 "'47 25:38
,. 14:10 159 5.J42 14:10 17:48 :15 28:42 31:Dg 35:38 40: 04
la 17:00 13J 7.892 19:18 25:38 J" 38:27 44:62 51:115 57:41
2' 19:50 ". 10.470 26:10 34:54 43<J7 52:21 61:00 69:48 7B:31
24 22:40 .. '3. . 34:11 48:3-4 56:58 '22 79:46 '81:10 102:33
27 26:30 .. .80S 43:16 57:41 72:07 86, 100:57 115:22 129:48
J. 28: 20 ao 21.366 58:25 71:1J 89:02 1015:50 124:38 142:26 160:.16
.. 31:10 26.852 64:38 86:10 107:43 128:16 , <J 172:21 193:53
J. 34:00 .a 30.768 78:66 102:34 128:12 163:50 ,'" 205: 07 210:46
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4. MULCH-SEEDJNG: MULCH-SEEDING SHALL BE AS PER LD.O.H. SPECIFICATIONS, SECTION 621. DATED 1988.
FERTlUZER SHAlL BE 12-12-12 APPUED AT THE RATE or 400 POUNDS PER ACRE. SEED MIXTURE SHALL BE 6
POUNDS PER ACRE OF PERENNIAL RYE GRASS AND 60 POUNDS PER ACRE Of KENTUCKY 31 FESCUE OR AL TA
FESCUE.
le. FOR EXFllTRATION TEST, THE INLET END Of' THE uPSTREAM AND DOVt"NSTREAM MANHOLES SHALL BE CL
WITH WATERTIGHT BULKHEADS. THEN THE SEWER AND THE UPSTREAM MANHOlE SHALL BE FIlLED WITH WATE
UNTIL THE mVA TlON OF WATER IN THE UPSJREAM MANHOlE IS 'tWO FEET HIGHER THAN THE TOP or THE
PIPE IN THE UNE BEING 'TESTED, OR two FEET ABOVE THE: ExISTING GROUND WATER IN THE TRENCH,
WHICHEVER IS THE HIGHER ELEVAnON. THE EXFlLTRATlON WILL BE MEASURED BY DETERMINING THE AMOUNT
OF WATER REQUIRED TO MAINTAIN THE INInAl. WA'TER ELEV^TlON fOR ONE HOUR fORM THE START or THE
ttsT.
G. [ROSION PROTECTION DURING CONSTRUCTI"ON
1. THE CONTRACTOR SHALL PROVIDE ADECUATE EROSION PROTECTION MEASURES DURING AND AfTER
CONSTRUCnON SUCH AS BUT NOT UMITED TO:
a. S1L TA TlON BASINS
b. Sll..T TRAPS
Co STRAW BALE DAMS
d. SOIL CtMENT
e. MULCH AND SEEDINC
f. SOIL. STABIUZATlON fABRIC
l). .uTE NETTING
2. SPECIFIC EROSION CONlROL MEASURES SHAlL BE IMPLDlENTED AND INSTAllED PER THE EROSION CON'TROL
PLAN INClUDED IN THESES CONSTRUCTION PLANS.
3. DETAILS AND PLAetMENT SPEClflCATlONS FOR THE ABOVE ITEMS ARE AVAlLABLL ON REQUEST FROM THE
ENGINEER.
4. AlL EROSION CONTROl.. PRACnCES SHALL BE IN ACCORDANCE WITH THE IDNR "INDIANA HANDBOOK FOR
EROSION CONTROl. IN DEVELOPING AREAS- DATED OCTOBER 1992 AND SCS "FlELD OFFlCE TECHNICAL GUIDE-.
H. STORM SEWER CONNECnON
1. STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIF1CA nONS or THE Clll OF' CARMEL ALL OTHER
RESPONSIBLE AGENCIES WITH RESPECT TO DESIGN AND QUAUTY Of' CONSTRUCilDN.
2. AlL STORM SEWER CONSTRUCTION INSIDE PUBUC RIGHT OF WAY, EITHER EXISTING OR TO BE DEDICATED SHAll
BE IN ACCORDANCE WITH I.N.O.o. T. STANDARD SPECInc.a.nONs, 1'999 EDmON.
3. WHERE REINFORCED CONCRElE PIPE IS SHOWN ON THE CONSTRUCTION PLANS, IT SHALl BE IN ACCORDANCE
WITH A.S. T.M. C-76 CLASS III WALL -C" UNLESS OTHERWISE SPECIFIED ON THE PLANS.
4. WHERE CORRUGATED METAl. PIPE IS SHOWN ON THE CONSTRUCTION PLANS. IT SHAlL BE 14 GAUGE AWWINIZEO
UNlESS OTHERWISE SPECIFIED AND SHALL. HAVE THE CONNECTlNC BANDS AND SEAL. AS SPECIFIED BY THE
MANUFACTURER. C.M.P. SHALl BE AlUMINIZED PIPE IN ACCORDANCE WITH A.S. T.M. A-444.
S. WHERE H.D.P.E. (HIGH DENSITY POLYETHYLENE) IS SHOWN ON THE CONSTRUCTION PLANS IT SHALL BE IN
ACCORDANCE WITH THE MANUFAClURERS SPECIFICATIONS.
6. MANHOLES, CATCH BASINS AND INlETS SHAll BE PRECAST CONCRETE. USE Of' BRICK OR BLOCK Will. NOT BE
PERMITTED UNLESS AUTHORIZED IN WRITING BY THE ENGINEER AND APPROVED IN WRITING BY THE CITY OF CARMEL
DRAINAGE SECTION PRIOR TO CONSTRUCTION.
0. IF' THE CONTRACTOR ELECTS TO USE ALTERNATE PRECAST STRUC1URES, HE SHAll SUBMIT SHOP
DRA'MNGS 'TO 'THE EMGINrER PRIOR TO ANY CONSTRUCTION.
7. PRECAST CONCRETE AND STEEL fOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH A.s.1\I. C-478
8. CASTINGS SHALL BE AS SHOWN ON THE DETAIL SHEET(S) fOR MANUFACTURER, TYPE AND MODEl NUMBER.
9. NUMBER 8 STONE BACKFILL SHALl. BE REQUIRED UNDER ALL PAVEMENT AREAS AND TRENCHES WITHIN FIVE (5)
FEET Of' THE EDGE OF PAVEMENT.
10 AlL TRENCHES UNDER PAVEMENT SHALL BE COMPACTED TO !it5 PERCENT WODIFlED PROCTOR.
I. unune:s
1. WATER SERVICE
o. AU MAIN WATER UNES SHAlL BE DESIGNED AND INSTAU.ED IN ACCORDANCE WITH THE CITY OF' CARMEL WATER
COMPANY (UTlUTY DEPT.) AND COORDlNA nNG Of CONSTRUCTION Of THESE MAINS SHALL BE THE RESPONSlBIUTY
Of' THE CONlRACTOR AND SHAU. BE COORDINATED PRIOR TO S'TAR'nNG A'tf1 CONSTRUCTION.
b. INSTALLATION MATERIALS FOR ALL WATER MAIN CONSTRUCTION SHAlL MEET THE CITY OF CARMEL WATER
COMPANY AND 327 lAC 3-6-20 SPEClFlCATlCNS.
Co CRANULAR B"CKFlLL (NO. 8 STONE) SHALL BE REQUIRED "FDR All ununES CROSSING UNDER ANDW/THIN 5 FEET
OF PAvatENT, AREAS AND TRENCHES UNDER PAVEMENT SHALL BE COMPACTED TO 95 PERCENT MODIFIED
PROCTOR.
2. ELECTRIC AND TD.EPHONE
a. CONDuiT SHALL BE REQUIRED FOR ALL CROSSING UNDER PAVEMENT AREAS.
b. THE CONTRACTOR SHALL COORDINATED PLACEMENT Of' THESES CONDUITS WITH THE POYIER AND TELEPHONE
COWPANIES PRIOR TO CONSTRUCTION.
Co GRANUlAR BACKnLL (NO.8 STONE) SHALL BE REQUIRED FOR ALL CROSSING UNDER P....VEMENT ",REAS AND
lRENCHES SHAll. BE cm.lPAC'TEO 'TO 95 PERCENT MODIFIED PROCTOR.
d. CONCRETE PADS FOR ELEC1R!C AND TELEPHONE TRANSFORMERS SHALL BE SET AT THE APPROXIMATE GROUND
GRADE AS SHOWN ON THE SITE DEVElOPMENT GRADING PLANS FOR THE RESPEcnVE LOCA nONs.
e. THE CONTRACTOR SHALl.. BE RESPONSIBLE FOR COORDINATING WITH EAOi UTIUTY FOR INSTALLATION OF ANY UNES
OR CONDUITS OR ANY OTHER EQUIPMENT REQUIRED IN THE PROJECT. THE UTlUTIES SHALL BE NOTIFJED PRJOR TO
THE PLACEMENT OF PAVEMENT A MINIMUM OF 7 WORKING DAYS so THAT THEY MIGHT INSTALL ANY CROSSING.
J. GRANULAR BACKfILL
SHAll BE IN ACCORDANCE WITH I.N.D.O. T. STANDARD SPECIFICATIONS. 1999 EDITIONS. AS REVISED.
K. PAVEMENT CONSTRUCTION
Sl'REET DESIGN AND CONCRETE STREET CONSlRlCTlON STANDARDS
REINFORCED CONCRETE STREET PAVEMENT STANDARDS
GENERAL, THIS CONSTRUCTION SHAll CONSIST OF RElNFOItCED OR PLAIN CEMENT CONCRETE LAID AS A PAVEMENT
IN ONE COURSE ON A PREPARED SUBGRADE IN CONFORMITY WITH THE FOllOWING SPECIFICATION AND CONFORMING
WITH LINES, GRADES. THICKNESS AND TYPICAL CROSS SECTION ON SHOWN THE PlANS. OR OTHERWISE SPECIFlED.
WHERE "EITHER IS UNCERTAIN IN THESES STANDARDS OR T'tPICAL DETAIt.S, THE LATEST ADDITION OF THE INDIANA
DEPARTMENT OF TRANSPORTATION SPEClFlCAilONS SHAll. APPLY.
CONCRETE
A. CEMENT CONTENT: THE CEMENT CONCRETE SHAU. BE 6 BAGS OR 564 POUNDS OF' POR1L.AND ClASS A CEMENT
IN EACH CUBIC YARD.
B. AIR ENTRAINING: UNLESS OTHERWISE SPEClFlED, CONCRETE FOR PAYMENT SHAll. ENTRAIN 4 PERCENT TO 7
PERCENT AIR AND SHALL CONfORW TO THE LATEST INDIANA DEPARlMENT OF TRANSPORTATION
SPEClFlCAilONS.
C. CONCRETE CONSISTENCY: THE TEST FOR SlUMP OF CONCRETE FOR REINFORCED CONCRETE PAVEMENT SHALL BE
IN ACCORDANCE WITH THE ASTM SPECIFICATIONS C1-43-52 AND FOR PAVING THE MAXlM,UM Sl.UMP PERMISSIBLE
SHAll BE 2 INCHES. IN NO CASE SHAlL THE WASTER USED, INCLUDING ANY fREE WATER IN THE AGGREGATE.
EXCEED 5.8 GAlS. PER BAG (94 POUNDS) OF CEMENT USED.
D. AGGREGATES: THE AMOUNTS OF' THE TWO SIZES Of' THE COARSE AGGREGATES IN EACH CUBIC YARD SHAll BE
APPROXIMATELY 40 PERCENT 153 OR 163 AND 60 PERCENT -L -, HOWEVER. A VARIATION WITHIN THE UMITS Of'
3S PERCENT AND 40 PERCENT OF' 153 OR 163 CRUSHED STONE WILl BE PERMITTED TO OBTAIN THE MOST
SAnsrACTQRY GRADAilON Of' THE COMBINED COARSE AGGREGATES. IN ANY CASE, THE TWO AGGREGATES
SHAlL BE PROPORTIONED TO USE THE MAXIMUM AMOUNT OF COARSE AGGREGATES THAT WILL PRODUCE A
WORKABLE MIX.
E. MIXING: -READY-MiXED- CONCRETE SHALl BE USED IN S'TREET CONSTRucnON EXC(PT IN EXTREME
EMERGENCIES. "READY-MIX" SUPPUER SHALL PROVIDED CER'TIFIED WIX ANALYSIS FOR EACH lOAD or
CONCRETE.
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.
5.
..
7.
..
9.
I
~
o. DEF1.ECTlON TESTS
10. DEF1.ECTlON
FlNAL BAC HAS BEEN IN PLAt( AT lEAST JO DAYS TO PERMIT STABlUZAilON Of SOIL-PIPE SYSTEM.
lb. NO PIPE ALL EXCEED A DEFlECTION OF 5 PERCENT. IF DEflECTION EXCEEDS 5 PERCENT,
CORRE ON SHAll BE ACCOMPUSHED IN ACCORDANCE MTH REQUIREMENTS IN THE APPRO
1c. THE GE BAll OR MANDREL USED FQR THE DEFlECTION TEST SHAll HAVE A DIAMETER NOT
P ENT or THE CASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING
ECIf1ED IN mE ASTM SPECIFICATION, INClUDING THE APPENDIX TO WHICH THE PIPE JS MANUFAC
TEST SHAlL BE PERfORMED WITHOUT L4ECHANlCAL PUlliNG DEVICES.
l
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-GAS-
J:.m;!. SANI7'ARY S'I'll/JCfU1lB DATA
MH'
RIM 862.26
INV. 5.E. 10. PVC 851.81
INV. EAST 10. PVC 851.76
MH B
RIM 855.06
MANHOlE IS BURIED
MH C
RIM 653.38
INY. NORTH 12" PVC 8+4-.65
INY. SQlJlH. 12' P\!C 644.64
MH D
RIM 656.08
INV. NORTH 12" PVC 844.10
INY. SOUTH 12" PVC 844.05
INV. EAST 8" PVC ~.28
J:.m;!. STORM S'I'llUC'I'f/RB DATA
CBIl
RIM 853.16
!NV. EAST 12" RCP 649.56
CBI>
RIM 853.16
INV. NORTH 24. RCP 845.51
INV. WEST 12" RCP 849.06
INV. SOUTH 24" RCP 845.46
CBI3
RIM 852.25
INV. NORTH 24" RCP 845.00
INV. WEST 12" RCP B4B. 70
INY. SOUTH 24" RCP 644.90
CB ,.
RIM 852.22
INV. NORTH 24" RCP 844.80
INY. WEST 24" RCP 846.57
INY. SOUTH 24" RCP 844.87
INV. 5.E. (2)14")1;23" EL.L. RCP 844.67
CBIS
RIM 852.25
!NY. EAST 12" RCP 848.90
INY. SOOTH 12" RCP 848.97
CBIS
RIM 652.33
INV. NORTH 12" RCP 849.06
MH P
RIM 851.82
INV. N.W. (2)14'"x2J" ELL RCP 641.78
INV. EAST 38" RCP 841.72
CB ,S
RIM 853.30
INv. NORTH 24" RCP 845.17
INY. WEST 12" RCP 849.70
CB19
RIM 853.28
INV. EMiT 12" RCP 849.82
LEGEND
llCHUllOlT
"""'....
"""'FOUND
"'/..........
__ POINT
UGHT P<U
GUY ANOfOR
UTlLlTY PCU
CUANOUT
VALVE (WAD . GAS)
S1llRIlSDIER.........
SANITARY SEWER MAHHOl[
CATCH .....
fIRE H'lORANT
.............
UTlUTY RISER
EUC1RIC lIrnR
HAND HCU (U[ClRIC)
SIGN
SPOT DLVA liON
....,. UNE
EUC1RIC
1UD'H<IHE
..... ..11<
GAS UN<
[XI511NG WATER UNt
ElCIS11NGmRMSDIER
EXlSTlNO SANITARY st'<<R
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LEGAL DESCRIPTION:
~
R.ecord~lIMb'__~OIO'1
r"",
Pat of !be NordJwest Quana of Sec:tiou 35, 10Wll:lllip 11 North, Rauac 3 &It Ja.
HmIi11cmCouzrty.Illdima,.beiPa:_~d=scribed.fo1lows:
BcPmiDa II a pobd OD ~ ~ ID of lbD.- Northv.W Qqictcr Sec;tioa. NIll\h (JQ
dqJecs09~ 35 secozdI:Wat(as:lUllII!dbeBri/3d249.00 fcdltamdla ~
~ of'lix lIlIicl Northw=:t Qvart= Sedioa; 1bezlCll NOdb 00 &=pe=s 09 ~ 35
IeCODdsWc:st.!qIbesaid,EIsl11= IDOOf-..;tb::oclroSoulhUcIqrees.45ralm1ses 10
scc:ondsWcstpaaaJJd wilhlhcSolllhlimoftbeaidQ1wtcrSediOD, 182.00rect;1baJce
Sodl 00 &sr-09 mmlJlaJ5 secon4s Eat.pIl'a1Id wilb tbeoid East_ 123.00 fed;
'lhmx:eNonh II dqrcc:s4' mbwtcs IOIDCODds East 11200 &ct1lD Ib= Bc;i!uIiq Point
11-=2
80'
Part of !be NOl~ Quanct of Scc:6Da 35, Towmbip II North. ItImp :3 E:ut ill.
Hma1mCouoly,1I1diaDa,.bc:UlS_particulariydesc:nWufoDou:
BcPzmiD& 11 & poW on 1bll EasI b of 1bc aid NoilhM$; Qimta Scctioc NCIlth 00
depea 09 miIMes 35 scc:olllk WaI (asumed. btIrina) 149.00 faer. from thl: ~
CUlDCI oflbc Illid~Quat1J::rSedioD;1beIIceNdoodcpa09miauIc:J 35
SCIlXlDds WesI.wq: lbc saidEatliDl= 100 00 feci; tbmceSoulb.11 ~-i5 mbllIIeS 10
ICICOZIlb WeslpaalJcl withlbcSoUlb.1ioc oflbc.udQuazlq Sc:clioa, I84.oGCcct;th=ce
SouIb 00 depeI 09~ 35 ~&sr:praIld with 1hc said EulliDl= 98.00 feet;
tbD:eNoJth 19dqrees 22 aaimIlI=I32aecOl1ds Eas 113.97 ~ totbc Bqbmiac Poiat
-,
Put of 11-= NoJIbwest Quuca of SCClioa 35, IOWDship II Nodb, R=p 3 East hi
HamilIml.Couaty,IDdiaua.bc:ina'motepgDeu1utyclacribcdasf'oUow1::
BeaiDaia&1Il: 1hc Soutbeast Conll=I or.. RidNorthwal Qu-rter Sadlon; theDce SouIh
11~-4Smimll:cslOsceoDlJsWcstaloDltbeScllllhJineoftheaJdQuatctSoctiou.
IM.OO fi:cl;1hcocc NorlhOOdepa 09mim1l:cs 35 JeOCIllds Wcsr, pamIlcI with 1hcEut
UDi: oftbo AId Qam=" $ectlorI, 151.00 fed; tb=ee Nonb 19 dcpcs 22 ~ 32
ac:eoods East 183.91 feet to Ib= Eat 1ioc of tho .ud Qu.tIiI Scdioa; tbmce Soulh 00
&pees 09miDDtes 35ICCODdtEutaloq1besaidEast1ioc 1-i900~tothcBe;bmiDa:
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REVISIONS
1
2
3
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08-01-06
"""'
0680086.1 A
Job No.::
...,
V-101
ElllS11NC .....
o
COHCR!1E SURFACE
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"DIG SAFELY.
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"IT'S THE LAW.
ow. z r10RlaNG tMJ'S BEFORE rou DtC
1-8CO-<J82-5544
CAU. "'" FREE
PER ItIWM SW[ tM IC8-1-a
II IS AGAIGJ THE UiW 10 EXCA\lO[ wmtOUT
IIJmIfO H UIIlERGIIlUND I.OCAlJCft
SEIM:[ lID (2) 1CIlICI<<) ~'I'S IIERlIlt
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FLOOD HAZARD ZONE INFORMATION:
.r,: ~Ag~Sg~'~~riN ~~o~~~~ Ai:t~g~~, :~~A~6s~~tD
UN SHADED x AS SAID TRACT PLOTS BY SCALE ON
COMMUNITY PANEL NUMBER 18D080 D2D8 F AND 180060
0209 F OF THE FLOOD INSURANCE RATE MAPS FOR
HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19,
2003). .
,
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GENERAL NOTES:
1. UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS
DERIVED FROM ACTUAL MEASUREMENTS OR AVAILABLE
RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS
SHOWING EXACT LOCATIONS OR SHOWING ALL UTILITIES IN
THE AREA.
2. NOTE TO CONTRACTORS: TWO WORKING DAYS 8EFORE
YOU DIG - CALL UNDERGROUND LOCATION SERVICE AT
1-8DD-382-5544.
3. CONTOUR INTERVAL - 1 FOOT.
......
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UNABlE TO LOCAlE
\W:ST END OF CULVERT
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BENCHMARK DATA:
TBM
EL. ~ 853.96 (NAVD 88)
TOP FLANGE BOLTON HYDRANT LOCATED AT THE
NORTHEAST CORNER OF THE INTERSECTION OF PENNSYl. VANI
AVENUE ANO 122ND STREET.
BM #1
EL. = 854.59 (NAVD 88)
D&A RED CAP LOCATED ON TOP OF HILL, 100'''' EAST OF
THE SOUTHEAST CORNER OF BUILDING #701 CONGRESSIONAL
BLVD.
, .4 .._ ... \ ;;
I' 9. Hl..o.,,'C. '-:::::---~852'---- .---.::::: -'J\ ,-. ~.,..- -, ~
l( " ~;;;:,..::.-~::.. -;~-::~ .' ~ C -=--~-=-=----- - ~-.-~-~ __--_00- -~-U
EHa.OS<D
DUllPSTtR
PAD
DTR
S.E. COR, N.W. 1/4,
SEC. 35, T.1 8N., R. 3E.
o TRFOUND RAILROAD SPIKE
Reetml~n.mrumerrl/$9402011'1
TrlICt-4 .
Pad of the NOIthwest Quater ofSo:tlOD lS, InrasbIp 18 Nolth, R=p 3 Eac ia.
&miItonCowll:y,ImIilmI,desaW"fol1owl:
CommcaciD& llanikOll1.1llIl\.m1"~ COIIlIlII of1hD 1114 ZIOI'lhvoa
IflIIdalJeCliOll;1hmIceoa.lama:aedbclrizla;ofSoulhIldc;reca-i5rniau!esl0~
Wcst.toDr;tbclOUthliDcoflllidaortbwcstq\laUt8llCtioAlttiaaDocofl14.oofctttol
$II bda Ribar wilh ydIowClpmabd "S" IndtllcBeaimdocPoiatt~CllIJl:iDuIna
South 18 de&ta-i~ JJliDldcIIO IICCODCb West a10D1lb. aoUIh w. 1 dbtmice ofo401.60
fMttol511 iDchm. wllbydloWClpIll&Jbd "S-.lbeCllStIlrnited8OOCSS1~
IIDc oflbe u.s. 31 as Iho\IlIl OD tho D.o.1. Plaas,Pro:i= SI F-222(9),Shccb 16-17,
tbled 1973; tb=cow..tbOOdepea04I111mne1 S2IeC011dsWestaIooa:_eastllInltecl
aa:eslIIIiJhI:.of-wlo'!iDO 1 distuJCIl of 619.76 fcctlo 1511 hLQ. JCbaJ-4IIIhwiththo
JI01IDdwilhyClowClpIDllbd"FitmlOOOl-{hcatIerIefemd.to as ~lIl:tIle
ID1a:secliCla.ofSlidcatlimltcclacec:ssrlabt-o!-Wl;YlIDcwithIb:lClStclIySO&dricbt-of.
->' Iiac of Old U.s. ')1 alboWDODlbc D.0,1. Pbas,l'Iojcdm, SbcotII3-I5, dated.
J931llldlpoimc;ml_h&viPIll.wllSofI85986f=t,lb:IlllIdimpoiatofwldc:b.
ball Soutb 67 depeea 51 miInlIa 20 -=cadi East; lbmcra IIIlIl!mutmly aIons aid
can:zlySOfecl:lighl-ot.WI)'IiDCIDdIllODlsaidC'lllWlDlI'Cd!s1InIxof-44.Q8fcdlDa
"n::b.J- diSllDl660.oofcctDOrtboftbaoulb lIDc of_ D01tbwatqulIl1aactioJr, (aid.
poim: baa Ncmb 66degree:s 29 miDUles 52 aa:anda West6mJ:I uid radi1q: poInt); t1lcm:e
Ne;.tb.8J dcpcca-i5 minutes 10 sccondsEut,panIIeI withlba8UVlh1lDo ofllid
noJ1bweatqllllllllraectioa,a~ofS61..5.4ktOa"UJlroaspilc"lIl:1beeulliaDof
laid IIOIIlMat qam1I:f IIlClioD; thc=c Soulh 00 depe:J 09 miaules 35 lICCOIIlb But
akmi said eastliDlldiltlnCOofm.OO feet to 1 "IailllOd Ipikc" 1II:1be p;dIIl4kt:alr.
372..00tcctDOrtb.of1bcJOlllbeastc.omcrot..d~qtmlt=acc:tkm;tb::rlccSou1b
.. depa-45 ~ 10-=ODdsWest,pllllklwi1b.IIid..~llne,ldlstaaceof
1n.00 k lOa "Iebu"; thmce South 00 de&I=s 09 ~ 3S RC:ODds Easl, paaIIcI
wilbSlld cut li=.adbtlDce of123.00 feet 10 1 ...... d:Ill11lt249.00 feetJlGllb oflbo
IOmhllaeofsaidllOl1h11n:stquart= ~tbeDc:e Soudl88dc;rcca45mi11ums 10
SCCODCbWcsr,pllaiJdwithllid..vtb.!iDe,ldblIIJcIJof2..00&ctloa"tebu";1beaoD
SouII:l. 00 dcpes 0911li1lules 35 so:oDda E.asr, pllIIiJd wilhsaid E:ut IiDe, ad.istmcc of
W.OOftcttotboBeJinnilllPoim.
-,
Part at du:: NOI1!Jwcst Quam- of Scdicm 35, IO'I'llShip 18 Nortb, RmIac 3 East in
8aI:ai1touCouaty,~br:iD&morepmicularlycbcribed.Wcnua:
CommmciDa Ill: 1 RaUtoId. Spib DlIlIdaa the SoutbcuI ComCI of the aid Nmthwcst.
Quatter.SemlJll;tbeoceSoUlb88dqrecs45mim1tcs 10accondaWest~
BariDa) alaqllmSOIII!I Lioe or1be IaidNoJthwal: Qua=- Soc:dcmldislllDce of586.6O
fctt to lIIlexbti!ls SI8 tDd1reba1wil!lydloWl:IIp IIUIIIJled "S"lIIdtbc EatIJmi1l::d
AoxeaJiabt-of-wayliDoforU.s. 31 perD.O_T.pl-.JIIOjoc:I SIF-222(9), w.ta 161U1d.
17,da1eclI973;1b:DccNOI1hoodcJIees04I11bmlesS2IeC01llbWes1.alquidEast
Limited IQQeIl npt.of--.y m.. ~ of 61916 r= 10 \:bD BEGmNINQ POHn"
(laid BBJJNNJNO roM beia8 a '" iIlehtdc.willI ydIow CIp IIlII:I:bd "Pb:m.IOOOI-
~IdcI_toll"rebu")lIl:tbD~oCaaidEasl:limi1cdIlfXlll:lld&ht-of-
-r 1inc wtlhlbe J?ast=1750 Ceel:riaht-of-waylim of Old US 31 pel DOI.pIaDI,
PIojed222.l!hIlds 131hn11',4atcd J931l1lldlpointODIOIIVllbavinallldlutof
111$9..16 feet,1hcJ:1ldluspoimofwblch bean South 61 deptlC:I51 miIIII1es20 xc::cmds
Eut): lh=c;:c Nm1hculaI:r1lcoa _ Eaak:r1y 50 feet ri&b1-of--y IiDe lIlld aIoq; &aid
curYeanucdistlllOllof44DJf=ttol"lebu"dlsllld.660feetllOllhoftbelO1llb.llmol
the Aid NOItb?at Qualt=.ScctioII (.m poiIIt bemNoIlh.66degraa 29 mimItes n
ICCOOdI Wat fnm said JCiuI point); lbeDco South U depeca.c IJIimda 10 s=onds
West, pnl1d with the 50IIIhLiDc of the IlidNorthwat Quartcl-Sectiou. adidaaGo of
17.16 c.a toIhtAidEastIJmitc:dacr:esrJtpt.of-w.y line fbfU.s. 31; 'Ibcoc:e SouIb 00
deaJeetOfmlDutcs12act011dsEaslalODllb=saidEu1I..imitodao:ess~1iDD
ldistlDCeof<lO.2.SfedtothD~GPOINI.
cPa' Title Commitmmt by HamIhon:rit!ll Secllrity, u.c. Commitment #2053102)
ExccptiDa from lbc abon desc:ribed1l1Ctll1blll:ta1 c:sIateCOllveycdlO lbcOty or
CIJmeI. by CorpcraII:I t.b:DiII:d W,III'IIItr Deed ~ Oaober 26,. 2001, lIId ~ded
Fcbzum:y 21, 2002, lIS IDNurIIeId: 120020001-4361, aod Ri-RlCIQIded Madl26, 2003, as
1Ds1Nmea11l00~l,iD.'b~oflbclUcol:del-oC~County,IDdiIIIIa,
andcouttminaO.6I/'iICJC$,IIICIIllOl"Iess.
J...,dn..--nrtrirm(R8!r.donSun<eY\
hit 011110 Nortb1Wl5t QaIIt=" of8cGlillll35, TOWIlSbip 18 Noitb, lla1zp: 3 East in
Hamiho:o.County,~dacribed"fonoWl:
CommeIlcbIa: 1Il:. nihoad Ipib III:8d:iD& the soub:ast _ of tho aid NonIIwat
QwteI:, Sedion; lIleDlz SOuIb II depeer 47 mimItes 09 secoJlds West (amImaI be:m:iq)
aloJ!a: Ihc Swlb &0 of.wi NarthweIll Qualer Sl:Clioz11 distlIIloe of 61 OJ fwllo tIw
PoiIlI: ofBe;lImiDs; 1bmce CClII1iaufoa South 88 dqJces -47 mbllIII::s09l111:aJDCb Willi.
akm& aid Soulh_1 dimmc:e ofSlS.59 tW:tto 1110 ClISIIimimd ICIOf::SS ri&bt..or-w., Jme
of1bo U.s. 31 as t:bowD onlbe D.0.1. Plans, I'IojecI SI P-222(9), Shems 16-17, dIIed
1973; lbc:Dr:e Nodhoo dcpccs 04 minulcsS21CCOD1is Westlkma aidcas1li1abcd_
Ji&ht-of-~ line 1 dist:aDoa of 660.00 feet; lbeAr:o Nortb U depces 47 mimDes 09
ICCOIIda EastpnUcl wilhsaid SolllhliDc a distance ofS25.OJ fed to the watriablrof-
way 6De or~su= lIS dacn1lec1iD.1 deed IKQlded as IIIstramm1
1200300029021 ill tha 0iBce of" boalda ofHmniha:a. Coucty, JDdime,; ~ SovIb
00 cleJreea 07 mimItes 31lCO:1Dds Eaaaloq; Did watnp..or-way line 1 disIa!lc. of
659.13 teeI;~Soulb.oo~04mi11.lJII:II6I01:ClU1isEulalqlilli4~ri8bl-
of-""'Y1iDel4istaGalofo.s7fl=ettolbcPoiJll:of~COJIt.IioiDa7.96l1C1a,mon
m""
NOTE:
INFORMATION INDICATED ON THIS PLAN IS 8ASED UPON
08SERV ABLE EVIDENCE LOCATED ON THE SITE AND FROM
UTILITY MARKINGS AND PLANS, AND OTHER APPROPRIATE
SOURCES. NO UNDERGROUND INFORMATION IS REPRESENTED,
EXCEPT AS NOTED AND DRIESENGA '" ASSOCIATES MAKES
NO WARRANTY AS TO THE ACCURACY OF INFORMATION FROM
OTHER SOURCES.
IiI, I ~ ~~~ i
1\1 i I. '" vI: I
II k ! v, """,NO ,//~ ~EMOVE EXISTlNG PAVEMENT \ \ \ If: ~ If IIf
II ! 1;://///////"//// I \ ~ " \" - I M t J
III ! " I h",^.l\.A.A ~ ,:x..Nxb'( \" fl
" S--'" / ---", - - - - - ----=.- - ~~~ x><~y ~ X~X \, I
'I I ;~ L~ ~, ~ "){ X X ~ ~ X X'X ?i'>< XX ~ t 11 I
I \1 I ( It- -.);()('>f' "^^~xX0x 0x.>'x X hYX X X ~ ~ X X ~ YX)<*X ~ I If: If I"
[illlf ,-~fI>H<<>>~W~~11 1'1 ti
I II, I 'fX V~ ~ X X X ~ X X X X X )< )f X X)(I' xy. ~ X X:'X~X~Xx5\XXYXXXXX 1 ~ ,I_\""RS
II I I"' X ~ X l<'\. ~ ~ ~ X X ~ ~ "" ,0:' ^ ~ X '"' I I I &__.
II1II 0 ;x XXX XX)lX Xx yyyy ~??K-x'X')t.XX >s!x'~,,(,)<><"~,X X X'x><X'j("X><x><x. (r ~ - - - r I --" ,,--~~~.U1Tt REMOVE FOR
11II1 1 X X X X X Y V Y X' Y X X)r< X }( ~ ~ X XXXXXXVJ<XJ<X~XXXXXXXX\X' .r RM SEWER
I \ X X X X X X X x. -X ll<. Y X )( X ,:x.. "l>C~X X Xx 1< ><"'X X X >0< I I ,~
1\11\\ (X>Q<~~X%xx~~'>t X~~ll:!~( II ~:~
III1 \ 1 ) X V ><x ~><XX0x~X)<~X0x~ ~~ ~ ~.' ~ '.--~M~x~ri~dL~II~J~:"LK
'I! \ \ I X ~ ?<x 1^~)<')<)(~Xx~ ~ ~)? ~ xx, )01 : . \ __J
II I I / X xx< ~1^XXX0x-Xx~~~~ X >'<~&0h) I~ /1'\ If~~nd STREET
II I il X ,xxx'x "-X VH>1'X><Xx~ X )<~~XXXX)S?x ( / I I ; SAWCUT & REMOVE EXISTlNG
III I ~ F )< XX IXX ;x. X )< )< ?f/;x X )< )< X X >< X X X )< )< X >< '" .../ If, ~\ I CURB
/11 I U"" X%XXX XXIXXXXXx)(xXVV<J<>tB~ X./x~ < Ir l~
II \ \ !x~XX& XX IXXXX~~':>t.;X ~ Y ~ ><^Xx>< X )< XX X I \, \
II 1 1 % X X ,'Y, _X X )( Y ~ x.)Y><~><XXXX)<~XXXXXX )< X x.)<)<)<.)<x ':fa 1 I \ rt- "-
\ \ \ / X "xtX)<K,XX XXX~X~"'>< )< >< >< ~ 'X X >< >< X I J / Ni
~ 1 \ ( .? X0J<.~ :/,><Xx~)(xX0xX.2<X 000x'>t ~(X X ~ E~Tl ~ X ~ I SAWCUT & REMOVE ISLAND AND NECESSARY
I \ 1 I 7X Y*')<.0)Y<xVySl0h~Y! ..JY<x~ <.)<;x~ /II f- I IU- ~~~fF~C~~';f:i~~E~~~:vt~A~I~A~NC0'l.MEL
I ( \ \ 1ft. X X X X)[ XX~"XVX:V~0>(< ><.J<xXx~ >4)(< ~Xx.>f. I I 1 If
I I \ \ I x ,>t~><x x )< X X X X X X X X X X x X X X '>t v . r \ pi
I Ii \ \ I I IXYXKXX~~/KX"><x~ ~X X ..I X'N ~ ~)',~ . ~ihl
ti:: Ii 1 I I X X ~ X Y Y x x.x;x ~ X XXX XXX X X XX)',l~ ,;xXxxXxXxXXXIL "'{) r--... 'i SAWCUT & REMOVE FOR
'1"1\ I ,XXX X /J( X X Y Y ~ X X ~~)',~ ~ ~ >< X>< X X X >I I I / PROP. SANITARY SEWER
~ I \ \ \ IX )I( X X X y ~X?x~XX><;(<XXX><V<XX ~./ ~ _ oJ ( I '\ I D
~ 1 ) X xXYX ~)<XXXXX><~Y VV."Jl: ><xxxxf-' -. fi ~
~ 1\ \ r I') I2<X ?x><xX%><.x'><x~><X~~X~ ')c ""X,:x..)(.l\)t><~ II I r~ ~ ~.
:l!: I I \() (' 1)< I>tX 0x><xX;c){(x><.x~~~~X~~ ~ ~ tl< X ~ II j I ~ \ I '
~I! I I X X X X'X )< )< )< X )< )< X X X X X X >< XX x.x;x X >\. \ / ',I
\ I I X '><xX XXX"xXX 'X~~)<X~)<?<~X)<~~X'5< )< X ")1,>< X ~ II I f/J 1- ~~~EUT\tR~~~~10~ECESSARY
\ ' I I X ,X X 2VX X X X X )V>< X X X X XX )< ~ ~ X )< ><...x,., ~X ,X'.l I j ~\ \ PROPOSED ISLAND
II '1 . I X X X X 'X X X h x )< X^-//I xV'x~ - 'it ~ (SEE SHEET CS-101)
II I . I X~">'( XXXX><X ,~~Y~-;Ji~ ^/' ~ XX' 1/ ~
III I I ~VXX>(XX~~ ~;x:)<~I,tN r :s::! t
II \ I Kfx ~-L" )< XX X X X X 6 X. X. X ~ X X Y< X ~ 1\ ~
II \ ~ ~ ><X'><x~ X oJ 0 ~~-)<&, ~01 ~
,III 1 / ~~>-'><x~~~ . '" Ie.; ,
,\\ \ i ! ~x y^ ^ ^ x~~~'j(y')<h><X ~ --. I \ '1'
II~\ 1 I )I~~~~~~~VN'>tJ<0 _ ~ II 11
1/\ 1/ 1'XZXY<'-<x~~~>0. ~^><X~ --,
1111 f )',1~~~~><~~0xXXX I
\\1\ :0 Xtxxxxxx)<)<xxxxxx~><x~~~ :1"
1\ \ \ '" X ~?-xxx:--x}< xV>lx\?)(y<';<<)(-J<x X X X X X >< hi X >< XJ X X X X X . Pi
1\' 1 r>'rJ<~X))( x ><JY<x><>t x~ 0)<)<.)<xr- ~ ~ I I I
Ilf\ \ [j; V y{<~*~x ~ ./Sf ~x~~ i J ~I -----r~~M~~Tlt6~FSI~~WALK
:1\\ \ ~'~<<;~~~-~t~~E~~~ X~~~)!;(~~ ~~~ I / I , ~;M;
III t . 03~' IX X ~ ,(<xXxXxXxXx>0 ><v Y<xX)>< ~x><--~ ~x,- ---- 1 ,,~
'II I y ~ -x ~:::.::: ~ ~ 'l.: ,,,^, /) .,1\._ ~ ~ ~~. ~~./ 1 ~ \-ll"
I \ \ J /; r-,. , ...l\:J(;\, 1- kI mRS
111\ \ 0))3'~ '\ 0-. ~"'(J -h-CJ 'O"~ '\~ /~~ ~~ YT ~ I ~~~UT&REMOVEEXISTlNG
J '\1 \', ( - Xc, ._-'j-', \- " ~--- ->.... ~ ------.', .Y'~ V' I OTR
l \+ \ I f! .-7'...., ../fW- 0" --.~- - --- '.\.11\.\ \ :..:.----:-:-:.................... -. ".... yY ~ I"
~ \ \ //" ~ 053 ;:::: .-J \ \. '- .....-- . ,,-" -. /j
I '--'-..i ~ j 1/ c./<--==--=--=--=--=~"'-=--::::::::-. ----==---=--==-l..-.::;:..-=---=-=-=-~ - :::;:- - --=; \. : I" i
~ !'"'' ~fr/r-;, -A=- __"::~;;2--=--------- ~--- ------ 1\ /j ~ /
'\.. EN<1OSED
DIJllPS1ER
PAD
NOTE:
INFORM A TlON INDICA TED ON THIS PLAN IS BASED UPON
OBSERVABLE EVIDENCE LOCATED ON THE SITE AND FROM
UTlUTY MARKINGS AND PLANS, AND OTHER APPROPRIATE
. SOURCES. NO UNDERGROUND INFORMA TlON IS REPRESENTED,
EXCEPT AS NOTED ANO DRIESENGA & ASSOCIATES MAKES
NO WARRANTY AS TO THE ACCURACY OF INFORMA TlON FROM
OTHER SOURCES.
I
~
HOLEY MOU:Y SoIlS
"DIG SAFELY"
!
I
B "IT'S THE LAW"
~l: -'~--
:> CAU. n:u FREE
PER IlIINV. soot 1M lCI-1-a.
II S HiMm _ IAIltt EXI'ANt IllHOlIf
JlJtFlN)KUIIlEJaIDUII)l.OCAtDI
SDM:[ '1M) (2) 'ICIlIlIG Dl'\'S ElEFCIl[
"""""""'-.
.
~
OTR
O' '0' 20' 40'
P"""""'lI
80'
SCALE: 1"=40'
BENCHMARK DATA:
TaM
EL = B53.96 (NAVD 88)
TOP FLANGE BOLTON HYORANT LOCA TEO AT THE
NORTHEAST CORNER OF THE INTERSECTlON OF PENNSYLVANIA
AVENUE AND 122ND STREET.
BM "
EL = 854.59 (NAVD 88)
D&A RED CAP LOCATED ON TOP OF HILL, 100':1: EAST OF
THE SOUTHEAST CORNER OF BUILDING '701 CONGRESSIONAL
BLVD.
LEGEND
UQNl.JWENT FOUND
MONUMENT SET
NAIL FOUND
NAlL SET
IRON FOUND
IRON SET
UGHT Pa.E
GUY AHOfOR
unuTY POLE
CUANOUT
VN..VE (WATER It GAS)
STORM SEVIER MANHOlE
SANITARY SEIER ~a.E
CATOt BASIN
FlRE HYDRANT
TRANSFORMER
UTIUlY RISER
NAlL BOX
ElECTRIC MEttR
CAS Il[1[R
SIGN
SOIl BORING
EllCTRIC
1ElIPtlONE
CABLE TV
FlBER ClPnc
GAS UN(
EXISTING WAttR UNE
PROPOSED WA1[R UN[
ElCISTING STORM SEYlER
PROPOSED STORM SEWER
EXISTING SANITARY SEM:R
PROPOSED SANJTARY SEWER
[)OSTING TREES TO REMAIN
DEWounaVaLARlNG AREA
0",
w....
....
@
8
IiiI@O
1:>'
o
~
ExiSTING
.
o
...
6
.
o
(r
(-
PROPOSED
(r
-:0;
I!! ,
$~
;i
CllO d
<C ~ ~!6
CJ en fi ~~
fij ~ f !z
A' .., 'II
cnEj I i!
Wo .n
-(/] ~
a: (/] ~e
C <( .~
J.'
0;,"
~i
'fl'~f
.~ ~I
...
REVISIONS
g :c:
~ ~
,.:at.)
=-;;f; ~
~~--: ~ ~
e-; ~ t\I ....
o ~ol::l~ ~
~i1i;i!"l: ~
~h~~~ ~
~~:~~ ~
~Up:=:t:E:: ~
~~!io1O):oo:
~ ~~~~ '"
~ :i!;"l: ~ :c:
~Cl)f;il ti ~
i::;;r:; e-;
ltS'lt; ~
~ ~
~ ~
l"Ij
'"-40'
...
08-01-06
Dote .
0660086.1 A
oIatINo.:
"'"
CD-101
p
If
0..
w ..
""
@
o
m<to
'if
01ll
0..
0..
0..
o.
ItI
IQ]
o'
...
-+-
il
2' CHAIRBACK CURB (lYP.)
(MATCHING EXISTING CHAIRBACK
CURB ON PENNSYLVANIA AVENUE)
BENCHMARK DATA:
TaM
EL = 853.96 (NAVD 88)
TOP fLANGE BOLTON HYDRANT LOCA TEO AT THE
NORTHEAST CORNER OF THE INTERSECTION Of PENNSYLVANIA
AVENUE ANO 122NO STREET.
BM /11
EL = 854.59 (NAVD 88)
D&A RED CAP LOCATED ON TOP DF HILL, 1 DD' % EAST Of
THE SOUTHEAST CORNER Of BUILDING 6701 CONGRESSIONAL
BLVD.
0' 10' 20' 40'
I""""""l
ll'FJ
.~ jl
w
_;i;
~.L
$~
;:j'
~i
t
EXISTING
.
o
....
6
.
o
x:.
(~
p
0",
.. cv
....
@
@
iiil@O
tf
D",
D..
D.
lEl
~
a'
+
-
[=:J
[=:J
80'
Cllej
C(~ 11l~
CJuj iji~
2 W ~ ~~
w/-:I so..
UJ ~ i ~f
WCJ LL
o 00
-en ~
a: en iij~
c~ Wiii!
J.'
,,;'"
~~
Ii
206
CONCRETE
PAVEMENT
(lYP.)
I
I REMOVE 94Lf MIN.
I Of EXISTINC ~~;:d STREET
I
I
SCALE: 1"=40'
~
REVISIONS
GENERAL INFORMATION
PRO.E:CT SUMIIAIlY
GROSS ACREAGE
ZONING
PARKING SPACES
LEGEND
MONUWENT FOUND
MONUMENT SET
NAIL FOUND
NAIl. SO
IRON FOUND
IRON SO
UGHl Pa.E
GUYANDlQR
UTlUTY POLE
aLANOOT
VId..VE (WATER a: GAS)
STORM ~ MANHOlE
SANITARY SEWER MANHOlE
CATCH BASIN
fiRE H'ft)RANT
TRAHSF1JRNER
UTlUTY RISER
MAlL BOX
n.ECTRlC IlE1ER
GAS "mR
SON
SOIL BORING
ELECTRIC
lElEPHONE
CABLE TV
FIBER CPTlC
GAS UNE
EXlSTlNG WATER UNE
PROPOSED WATER UNE
EXlS1I>IG STORII SEIlER
PROPOSED Sl'ORN SDER
EXISTING SANITARY SEWER
PROPOSED SANITARY SO\ER
H[AVV DUTY PAVOIENT
(SEE SHEET C5-S01)
R/W PVMT. WITHIN
PENNSYlVANIA AVE.
(SEE SHEET C5-00l)
CONCRETE PAVEMENT
(SEE SHEET C5-00l)
CONCRETE SIDEWALK
(SEE SHEET CS-OOl)
7.96 AC
B-6
400
PROPOS(O
I)
Ii
0""
Wcv
HH
@
o
mltD
y
0",
0..
g
~
~~
~.... t\I
~~ . ~
~ ~ 1;\1
~ ~~~ ~ ~
E-.~a:o ~
~).~~~ ~
~~~~O
~ ~"'i:! ~
rt) ~~t>) ~ f;j
~ ~~~~
~~-.: ~
"" ~fol t5
....E::;c::
tfI~
~
rIi
CONCRETE
PAVEMENT
.. ~M'I
-+-
08-01-06
Dolc
066ooB6.1 A
Jab No.:
CS-101
PROPOSED
COMMERCIAL BUILDING
PAD = 856.3
F.F. = 857.0
~
ALL CONCRETE
(AS EXISTING ISLAND TO NORTH)
...
36'
~
~
S
~
HOLEY MOI..EY S4Y.S
2' CHAIRBACK CURB (lYP.)
(MATCHING EXISTING CHAIRBACK
CURB ON PENNSYLVANIA AVENUE)
~
).., 90.13'
I @
~ "'
::t:: 273.8' RO'
~ ~
::x:: 'B' . 25'
fIi
::::i ~
133.53'
PROPOSED ISlAND
STRAIGHT CONCRETE CUR8
(SEE DETAIL SHEET CS-501)
20'
I
~~~~11:N~.AHA DICAP
RAMPS (lYP.)
S
"DIG SAFELY"
!
i
!
I
f
I
.
:a
"IT'S THE LAW"
CALL 2 IIQ0I.1W.: l.M)5' BERJRC I'tlU DIG
1-IJO(}-(J82-55
""'" RIlL FREe
PEA ItIWU. 5tQt UII' 1:8-1-21.
D ISHiAlNSTlHt tAW to Df.flVA1[1mIDUT
NQTftIG K UIIJEIalCUD I.l:lCATIllt
SDMC:[ 110 (2) 'fICIlICIG I)\'lS EIERR
--
~
"-
~
II
i
.<'
I
!
I
.
fj' (UNLESS OTHERWISE NOTED)
..L
"
I
COMPACTED
BACKnl.L
ClASS "A" A1R-EXTRAINED
CONCRETE
STRAIGHT CONCRETE CURB
NO SCALE
NOTE: IF' SIDEWAlK IS PlACED BEHIND CURB, SEPARATt WITH
BOND BREAKER, MINIMUM 151 ROOFING PAPER.
CURE ALL EXPOSED SURfACES INa..uOING SIDES WHEN
fORMS ARE REMOVED.
fOR SUP FORM CONSTRUCnON, FACES MAY BE BATlERED.
0"
~
GALVANIZED STEEL POST
COMPACTED AGGREGATE
BASE: IOOH SEcnON 303
TYPICAL PA VEMENT SECTION
NO SCAlE
~. 1.S",n SURrACE
4" f9 BINDER
6" 150 HAC BASE
SUBCRADE CQUPACTED TO 93%
MOQIFlED PROCTORE IN
ACCORDANCE WITH ASTU 0-1557
PENNSYLVANIA ST. PA VEMENT SECTION
NO SCALE
NOTE: ALL STRIPES TO BE
4" PAINTED WHIlE.
HANDICAPPED SYMBOL
NO SCALE
NOlE.: 1. ALL FAClUTIES FOR THE DISABLED SHALl
CONFORM WITH THE AMERICANS WITH DISABIUT/ES
ACT AND All REVISIONS.
2. DiE CHARAClERS AND lHE BACKGROUND
Of SIGNS SHAtJ.. BE EGGSHELL. MA TIE, OR
OTHER NON-GLARE fiNISH. CHARACTERS AND
SYMBOlS SHAll CONTRAST WITH THEIR BACKGROUND.
UGHT CHARACTERS ON DARK BACKGROUND ARE
PREfERRED.
3. CONlRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUlol OF' 70~
IDOH SECTION 403
HOT ASPHALTIC
CONCRETE SURfACE 111
110,/Sltl
IDOH SECTION 403
HOT ASPHALTIC
CONCRETE SURfACE 19
330,/SYD
-r1'~I
g jl
2
~;:o;
~.!.
J,'"
7~
i"j'
~i
t
c.
INTEGRAL WALK /Ie CURB
NO SCALE
NOTE: 1. SEE CONCRETE JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR LOCA TlON OF JOINTS.
3. FULL DEPTH -SEPARATORS ARE NOT PERMITIm EXCEPT AT EXP. JOINTS.
~
c
GALVANIZED STEEL POST
0.5- 0.0. MAX.
,. CONCRETE WASH
HEA VY DUTY PA VEMENT SECTION
NO SCALE
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SUBCRADE COt.4P AC'TtD TO 93%
MODlF1ED PROCTORE IN
ACCORDANCE WITH AS,"", D-1SS7
COMPAClW AGGREGATE
BASE IOOH SECTION 303
CONCRETE CURB /Ie GUTTER
NO SCALE
1. CONCRETE WASH
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PIPE nu.ED W/CONC.
I..... .. .. . ... ~l~.:~~~~"{..
CONCRETE WASH
.';' ,,",' ;.... "-6- OIA.
....~.-:~~:~'~~~ CONe. FOOTING
'. ~. .", ~.-,
mm...... ,.X1"-2"LONG
.. '.._: '_~.~'. .~.:. ........ RElNF. BAR E.W.
': : ~ _~. ..~. N
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HANDICAP SIGN DETAIL
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NO SCALE
CONCRETE PA VEMENT SECTION
REVISIONS
NO SCALE
4- CONCRETE
RIGHT-OF'-WAY
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CONe. fOOTING
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1.1 PIP~ BOLLARD
NO SCALE
NOTE: HANDICAPPED RAMP
CONSTRUCTION SHALL BE
IN ACCORDANCE WITH LATEST
A.D.A. STANDARDS
SIDEWALK SECTION
NO SCALE
RAMP
r ,'-0'" WAll< I
;;~/~~:.~~.t:i~!"
.; ~~~ '_.:,;:,,~;
SECTION B-B
fACE OF CURB
PAVEMENT
SECTION A-A
HANDICAP RAMP
NO SCALE
08-01-05
Dale
0550085.1 A
Job No.:
CS-501
2' WIDE TACTILE
WARNING REQUIRED
SEE PAVEMENT
SECTION DETAIL
NOTE: 1. CONCRETE FOR RAMP TO MATCH SITE
CONCRETE SPECIFlCATIOHS WITH 6X6, 10/10
W.W.F.
2. AGGREGATE TO BE COMPACTED TO 90% OF
MCOIFlED PROCTOR (ASTM, 01557) OR AS
SPECIFIED BY SOILS REPORT
3. CONTRACTOR TO COMPLY WITH AMERICANS WrIt\.
DISABIUTlES ACT REOUIRElAEHlS WHEN
CONSTRUClIHG F ACIUTlES FOR HANDICAP
ACCESSBIUTY.
l__
HOLEY MOLEY SAYS
"DIG SAFELY"
:a
CAlL 2 ."l/~~ LAW"
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SCALE: 1"=40'
SO'
BENCHMARK
IBM DATA:
EL = 8539
TOP FLANGE 6 B (NAVD B8)
NORTHEAST OL T ON HYD
AVENUE ANOC~~~~~ ~~~~A~TTE~SCE~"WgN AT THE
BM #1 T. OF PENNSYLVANIA
EL = 854
D&A RED ~A9p (NAVD 88)
THE SO LOCATED
BLVD. UTHEAST CORNER O~F T~&Lg~~I~~O 100'" EAST OF
1 CONGRESSIONAL
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MONUMENT FOUND
MONUMENT 5[T
NAIL FOUND
NAll. SET
IRON FOUND
IRON SET
UGHT POlL
GUY ANCHOR
UTlUTY POlE
ClEANOUT
VN..VE (WAtER .. GAS)
STORM SO\ER MANHOlE
SANITARY SEWER MANHOLE
CATCH BASIN
F1RE "'VORANT
lRANSFQRt.tER
UTtUTY RISER
WAIL BOX
ELECTRIC littlER
GAS MEtER
SIGN
sat. BORING
ELECTRIC
1El.EPH0NI:
CABIL TV
fleER OPTIC
GAS UNE
EXISTING WAlER UNE
PROPOSED WATER UN[
EXISTING STORM SEWER
PROPOSED STORU ~
EXISTING SANITARY SEWER
PROPOSED
SANITARY SEWER
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Sc<K
06-01-06
Dote
0660086.1 A
,Jab No.:
Sheet No.:
BENCHMARK DATA:
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TBM
EL. = 853.96 (NAVD 88)
TOP FLANGE BOLT ON HYDRANT LOCATED AT THE
NORTHEAST CORNER OF THE INTERSEC1l0N OF
PENNSYLVANIA AVENUE AND 122ND STREET.
BM #1
EL. = B54.59 (NAVD B8)
D&A RED CAP LOCATED ON TOP OF HILL, 100'%
EAST OF THE SOUTHEAST CORNER OF BUILDING
#701 CONGRESSIONAL BLVD.
INSPECT CONDITION
OF STONE ACCESS
DRIVE & VERIFY
THAT SOIL IS NOT
TRACKED ONTO
EXISTING ROAD.
REQUIRE SWEEPING
OF EXISTING ROAD
AS NECESSARY.
FILTER FABRIC)
ru
NO SCALE
CATCH BASIN SILT SCREEN
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.
HOLEY MOIIY S4lS
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ENCLOSED
DUWPSTER
PAD
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SILT FENCE
- INSPECT FOR SAGGING. FAlLlJRES
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"DIG SAFELy"
........... CONSTRUCllCN UII'TS
BEEHlIIE
1EWCItAItY~1ll.ETPllCl1tC1lC>>l1A$lltT"
(R COC(NIT F8Dl ER09llN 0ClN1R0l U)Q$
0' 10' 20' 40'
IP"""'Il
80'
EI
CURB INLET
'IEW'ClIWlYFL'lEA FAllIlIC
SCAlE: 1"=40'
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-~
~ PERIIANENT SEEDING
~ Atl)IlUl..OIMEAS
- DOCUMENT DA1tS or SEEDING. Norr
ERODED AREAS.
~w~ SEEDING W/IlBER IlLANI<ET
- DOCUl.tENT DATE 1NSlALI..ED.
DOCUMENT ANCHORAGE COMPL 'YlNG 'M1M
MANur ACTURERS REO'S,
DOCUMENT NOnCEABLE 'J[GETAllVl: GROWTH.
NOTt FAlLID OR ERODED AREAS.
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"IT'S THE LAW.
C4U. 2 ~ 04)$ BCFORC '1OU DIG
f-8(}()-(JfJ2-5
CAlI. 1D<L FREE
PER~STA1[lAWIC8-1-2I.
IlISAGAINSI'tHtlAWTOEXCAWtIl1HOUf
I<<JTF'l'tG n.: UIIlElQOOND l.OCATllJI
SERYICt TWO (2) WORICING IliaS IlERlRE
"""""""".....
IB OIlERL.ANO FLOW AREA
@) STllRII SEWER STRUCTURE NUIIBER
REVISIONS
NOTES:
1. ALL EROSION CONTROl MEASURES INDICATED SHALL BE MAINTAINED BY THE CONTRACTOR
AND OWNER. ADDITIONAl EROSION CONTROl.. MEASURES MAY BE REQUIRED AS DIRECTED
BY THE INSPECTOR OR BY THE HAMILTON COUNTY SURVEYOR'S ornCE.
2. fOR EROSION CONTROL IMPLEMENTATION AND MAINTENANCE SCHEDULE. SEE -.EROSION
CONTROL REQUlREt.tENTS- ON SHEET CA501.
3. ALL EROSION CONTROl.. PRACTICES SHALL BE IN ACCORDANCE WITH THE IDNR -INDIANA
HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS" DATED OCTOBER, 1992, AND
THE REQUIREMENTS OF THE HAMILTON COUNTY STORMWA TtR DESIGN MANUAL
-4. REFER TO "MASS GRADING- PLANS fOR LOCATION OF CONSTRUCTION ENTRANCE.
5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FlELD BY THE
INSPECTOR.
6. THERE SHALL BE NO OIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET.
SEEDBED PREPARATION FOR PERMANENT SEEDING
1. ~i~'iO~~~~Ec6~t:~T1~~~~~S1~~FfIctccr~A~;~:N&OU;:; SOILS
INFORMATION, INCLUDING AVAILABLE iESTlNG SER'f'la:S.)
2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY UME ACCORDING TO
TEST RECQUMENDA TlONS.
3. fERTlU2E AS RECOMWENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE. CONSIDER
APPL)'lNG -400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, fERTlUZER.
-4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. WORKING THE fERTlUZER AND LIUE INTO
THE SOIL 2--4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE.
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CONSTRUCTION SEQUENCE:
A HOLD PRECON MEETING WITH HAMIL TON COUNTY SUR\lEYOR'S OFFICE ONSlTE.
8. CONSTRUCTION ACCESS DRIVE - STRIP TOPSOIL AND PLACE STONE-ONE DAY.
C. TEMPORARY EROSION CONTROL - CONSTRUCT SILT BASIN AND SILT fENCING AT FlNAL
DUMT PIPE - ONE WEEK.
D. SANITARY SEWER - INSTALL SANITARY SEWER - THREE WEEK.
E. EARTHWORK - START POND CONSTRCUTlON, STRIP TOPSOIL AND INSTALL PERIMETER SILT
F'ENQNG TO PRE~T SILTATION Of'fSITE - TWO WEEKS.
F. STORM SEWER - INSTALL CURB INLETS. STORM SEWERS, YARD INLETS, STORM UNDERDRAIN,
LAKE CONTROL STRUCTURES - ONE WEEK
G. FINISH GRADING AND PERt.4ANENT EROSION CONTROL - FINISH GRADE PADS. REAR SWALES.
PERIWETER SWALES, POND BANKS, INSTALL RIP-RAP, EROSION BLANKETS AROUND POND
BANKS AND SWALES, AND PERMANENT SEEDING ALL AREAS EXCEPT ALONG PROPOSED
STREET TWO WEEKS.
H. PAVEMENT - INSTAll. CONCRETE CURBS, PAVEMENT. AD.AJST SILT fENCING AROUND
PERIMETER Of" PAVEMENT TEldPORARY SEED BACK or CURB - TWO WEEKS.
I. PUBUC UTILITIES - COORDINATE INSTALlATION Of WATERMAN. GASMAIN, TELEPHONE AND
ELECTRIC lRUNK UNES - TWO WEEKS.
J. CLEANUP - CONlRACTOR SHAll. REMOVE ALL EXCESS MATERIALS. REDGRAOE AND
STABIUZE ALL AREAS DISTURBED BY UTILITY INSTAllATION AND RESEED ALONG CURBS
AND TEldPORARY SEED ALL BARE SOIL AREAS - ONE WEEK.
K. INOI'f'lDUAl BUILDING CONSTRUCTION - CONSTRUCTION Of INDIVIDUAl STRUCTURES BY
BUILDERS WHICH SHALL INCLUDE STONE CONSTRUCTION DRIVES. SILT FENCING BACK Of
CURB - FOUR 'rEARS.
ti
~
.. .ERSEV'"
BARRIERS
06-01-06
Do'"
0660066.1 A
Job No.:
NOlE: WASHOUT LOCA nON VARIES BASED ON
WORK LOCA 1ION.
CG-110
RECESSED CONCRETE WASHOUT AREA
NO SCALE
STORMWATER POLLUTION PREVENTION PLAN INDEX
ADDITIONAL STORMWATER POlLUTION PREVENTION MEASURES
'""""""'"
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attRT PRnr.mllr:H"<:: ~M ~I~..
A. BARRICA.DE THE AREA ALlO'MNC NO VEHICLES TO EN1ER OR LEAVE THE SPIU. ZONE.
B. NOTIFY THE INDIA.NA DEPARTUENT Of' ENVlRONUENTAL UANAGDolENT, OffiCE OF EMtRGEHCY
RESPONSE BY CAlUNG THE APPROPRIATE l'D9HONE NUUBER:
omct: 317-233-7745
TOLL FREE: 800-233-7745
AlSO THE NAl10NAl RtSPONSE CENTER AT 800-42-4-8802 ANt) PROW)[ lH( f"OIl.OWING
INFORYA liON:
W'WIr.lrllrJ"n1I'1PUfl1TUAIN'WN"~
...
...
BI.
...".,.,..
ONSITE \/Ella! AND EQUlPWDIT MAINTENANCE SHOOLD ONLY BE USED MmU: IS IS M'RAC1ICAL TO SDID
\'tHlClES AJ.() EQl.IlPMENT 0FFSI1E fOR MAIH1ENANCE AND REPAIR. SDtDtlC VEHla.ESjEOLIPWENT Of'f'SllE
SHOAD BE DONE IN COtWNcnON WItH A STA8IUZED CCHSTRUC1I'ON ENTRAMCE/EXIT. aflDOOR VEH\Q.[ OR
EQl.llPWENT IUJNTENANC[ IS A POTENlW.l.Y SlCNIf1CANT SOlJRa: Of STORt.lWATER PCUUTlCIl ACnVlllES THAT
CAN CONTAMINAtE STORMWATER INWJOE OIGINE REPAIR AND SDMCE. CHANGING OR Rll'LACOlENT {l' f'LUIDs.
AND 0UlD00Il: [QIJIPMENT STOAACE AJIl PARKING (ENClNE fWD lUJ(.S).
IlIEW!!III6lllI
f'MAlHltHANCE MUST OCQJR aGlt. USE OESlGNATtD AREAS. lOCAlID AWAY ReM DRAINAGE COURSES.
OEDlCATED UAJNlENANCE ARrAS SHOULD BE PROltCltD fROM STORt.IWAlER RUMCN AN) RlJNOff', AND SHOOl.D
BE lOCAltD AT l!AST 50 fW FROM DOWIG1fl[AM DRAHAGE fACIUlJES AN> WATERCOURSES.
DRP PANS OR ABSORBENT PADS SH(1lUI BE USED DURING VEHICLE AND ECPPYENT WAlNTENANCE WORk THAT
IM)lVED FUJl)5. UII.ESS THE ......NlENANCE WORk IS PERFORMED OVER a.I IlIIF'ER\.lEA8I SURfACE IN A
DEDlCA.TED UAlNTENANCE ARtA.
PLACE A STOCKPIL[ CE SPILL ClEANUP ..AttRlALS WHERE IT WIll BE RtACCl.Y ACttSSlBLL
~~~ ~~ ANt) RnlNG ARtAS ME. REQUIRED TO KAY[ SPILl. KITS Nro/rIt US[ OTHER SPU
USE AflSOR8[N1 MAtERIALS "* sw.u. SPU.S. REWOVE' THE ABSa&NT ..... TOlIALS PROMPll Y AND DISPOSE Of
PRCflEftLY.
INSPECT ONSIlE [QUIPt,lDtT ~ waa.rs OAa..Y AT STARTUP FOR lLAKS. AND REPAff .....EDIATRY.
Km'\'tttCLESANDEQUf'MtNTCl.EAN; DONDT N.l.DWEXCESSlVtBUI\.IH.IP OF 01.. AND GREASE.
SEGRECAlt AND RtCYCl.! WASTES, SUOt AS CREASES, USED en. OR 01.. RLT[R$, ANTJ'R[[2[, ClEANING
SOWllONS. A\JTOI.tOTM BATltRlES, H'/'DRAUUC AND T1I:ANSMlSSION FLUIDS. PROVIDE SECONDARY CONTANlENT
AND COIItRS FOR THESE MATERIALS IF STCMD DNSlT[.
'fR.W DIPlOYEES ANt) SUBCONTRACTORS ... PROPER MAINTENANCE AND SPILL Cl.EANlJ' PROCEDURES.
DR. PANS OR PLASTIC SHEEltIG SHCUl.D BE PLACED UNDtR AU. VEHICLES AND EWlPMEMT PLACED CW DOCkS.
BARGES OR ono S1RlJC1URES 0'00 WAtER BODO WIfll H 'otHCU: OR EWlPWEHTIS Pl.ANNEtl TO B[ IDLE
FOR MORE tHAN 1 HOUR.
PRDI'ERL Y DISPOSE OF USED CILS, FWIDS, LUBRICANtS. AND SPILL aLAMJP YA 1ERIALS.
DO NOT PI.AC( S[[D en. IN A DUWPSlER OR POJR INTO A STORt.l DR"" OR .AlIRCOURSE.
Pft(PERLY DISPOSE or OR RECYCLE BATTtRlES.
DO NOT BURY USED TIRES.
RD'AIR LEAICS OF FWIDS AND OL lloll4J)IA1EL.Y.
USl[I) enow IS NmIER INFDRW.1lDN f' Ya1 MUST I"DlftIftY ~ OR EQl1PUENT tu.ltTENNfCE otfS/lE.
lH:E: FCI..LOWttG SltPS WILL HELP KEEP A ClEAN SllI AND REDlJCE STORUWAlER POllUTION:
SD.lCT DE'SlGHA1[J) WASlt CCl..LE:ClJON AREAS ()G1E.
INf'ORM lRASH-HAUUHG CONlRACTORS tHAT YOU WILL ACCEPT CH..Y WAlERnGtlT OLUPSTERS FOR aalE
USL
INSPECT DWPS1ERS FOR LEAKS AND RtPAlR AJfY DWPSJtR tK.\T IS NOT WA~1JCHT.
f>ROW)E AN IllEOUAlt NUI4D Of' CONTAINERS .TH UDS OR COVERS THAT CAN BE PLAc:rn CMR THE:
ccm,*,NER TO KED" R.Ul 0l1T OR TO PRtVENT lOSS Of' WA.SltS WHEN IT IS MIlY.
PLAN FOR ADDITIONAl. CONT,\llERS AND YORE: FRm.ENl PIOQ.P DURING TI€ DEWOlJnON PHASt OF
CONSTRUCDCH.
cw.tCT SllE TRASK OAlLY. [Sf'[ClAU.Y DI.JRINC RAINY AND WINDY CONI'.IIllClNS.
ROolOVE bIS SOUD WASlt PROWPl1.Y SINCE EROSION AND 5EDIl.rENT CONlROL OEW:ES lEtI) 10 callCT
UTtER.
~~ :'~~~~WAAE~~":~~~JA?~S.
CC>>GTRUCll(XIID[8RlS.
DO NOT HOSE: M OUUPSTERS ON 'K: CONstRUCTION SIlt. lEAl,[ Dl..IMPS1tR CLEANlNC TO THE tRASH
HAUU<O alNlRACTllR.
ARRANGE FOR Rml.A.AR WASTE cou.ttTlON BUORE CONTAINERS 0\IERfL0W.
ClEAN uP NYEDlAmy f' A CONTAINER DOCS SPILL.
MAICt SUR[ THAT THE COHSTRUClION WASTE IS COUEctm, REMOVED. AND DISPOSED Of' ONLY AT
AUTMORIZED DISPOSAl. AREAS.
PQr N'lN<mlII~ Ar:TM~
1. H(lJ) PRECONSlRUC~ YEE~ 0HSIlL
2. A CONSTRUCTION [NT1I:ANCE SHAlL lIE PlACED PO Tt€ PlAN LOCATION.
3. CAU. THE INDIANA UNDERGROUND PlANT PROTECTIl::W SYS1tYS,. 1Ne. ("Ht1EY MCUY") AT
1-110O-382-5544 TO 0tECK K LOCATION OF ANY [XISlllG UllJTltS. THEY SHlllJU) BE NOTIf'El) TWO
CMPERlWETERfYKlREE
5. Of'THEPRO,ETSlTE\IttER[THER!ISPOlEMTIAL
ME IDENTf1ED BASED CW [XISllNG TOPOGRAPHY IN
SPE~Y. A SLT FDa SHAU.II[ INSTALLED
~ EASlERH BOUlI)ARY Of THE SITE AS SHOWN ON PlANS.
PROTECTIltPlmANT TREES AND ASSOOATED ROOT ZOHtS, EVALUATE DaSTlNG
BOlJ)I)ARIES. USE AS FILTER STRI'S ALONG K NORTH. SOOTH, EAST AND lItST
MANtAIN A 10' M1ND1lLII GRASS mTER STRIP PER PLAN LOCADON.
ESTABLISH CONSTRUCTKlN STAGING AREA FOR EQUlPllENT AND VDta.ES AS FAR FROM SWALES AS
POSSllll.E.
9. tsTABLISH ONSITE LOCA'DON FOR DIlO/OPERATOR/Cl)<lTRACTOR Pl..ACo.tENT OF APPRO\'m PlANS AND
RW: 5 NO! AND RULE 5 INSPECTION OOCUMENTA1ION.
ARY SILT BASIN SHALl. BE INSTAl.lID AS NECESSASRY
WALL AT THE tASTERJl BOONDARY.
PlANOETAILS. EXltN)\llTHA
CCWENCE CONSTRUCllON Cf THE
-1JI,IE or OBSERVAllON or THE SPILL
-lOCAnON Of THE SPIU.
-IDENTITY OF THE MATERIAL SPru.m
-PROBABLE SOURCE or THE SPIll
-va..lJ1dt or THE SPlJ.AND DURATION
-WEATHtR CONDITIONS
-PERSONNEL AT THE SCENE
-ACTION lNITlATttl BY PDtSQNNEL
C. NOTlFY lH[ CARMD. FIRE DEPARTMENT PHONE 9-1-1
D. NOTIFY THE CARMEl. POUC[ DEPARTUENT PHONE 9-1-1
to NOTIFY THE CAIWD. Cl1Y ENGINEER'S omct 571-2441.
F. NOTIFY WAS'JI RECO\IERY CONTRACTOR, t.lAlNTENANCE PERSONNEL OR OTHER ca..TRACTUAL
PERSONND. AS NECESSARY FOR CLEANUP.
G. COORDINATE AND lolONITOR a..EANUP UNTU. THE SITUATION HAS BEtN STABlUZED AND AU.
SPUS HA'i't BEEN QJMINATED.
H. COOPERATE WITH THE IODI-OER ON PROCEDURES AND REPORlS INVOl\'D> IMTH THE f:\DIT.
r:t F'ANUP PARAIIIFTFR!!:.
I. THE OWNER SIiALl. BE CONTINUALLY KEPT INF'ClRMED. WJNTAlN USTS OF QUAUFlEO CONTRACTORS
AND AVAILABLE VAC-TRUCKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR
Cl[AN-UP OPERATIONS, IN ADOITlON A CONTINUALLY UPDAltD UST or AVAILABLE ABSORBENT
W. TERlALS AND CLEAN-UP SUPPUES SHOUlD BE KEPT ON SITE.
2. ALL MAINTENANCE PERSONNEL WIU. BE MAOE AWARE OF TECHNlOUES FOR PREVENTION or SPus.
THEY WIU. BE INf'ORYED OF THE REQUIRDlENTS AND PROCEDURES CUTUNED IN THIS PI..AN. THEY IMLL
BE KEPT ABREAST OF CURRENT DEVELOPt.AtNts OR NEW INFORYA TION ON THE PREVENTION OF SP1U.S
AND/OR NECESSARY ALTERATIONS TO THIS PLAM.
3. WH(N SPILLS OCCUR WHICH COUlD ENDANGrR HUMAN Uf[ ANO THIS BtCOt.lES PRllIARY CONCERN,
THE DISCHARGE OF THE UFE SAVING PROltCTlON FUNCTION WILL BE CARRIED OUT BY THE LOCAL
POUCE AND FlRE DEPARTMENTS.
4. 0 IN CLEANING UP SPll.L.ED l.lATERlALS. M.L. BE DISPOSED
L or THr INDIANA DEPARTMENT OF EtMRONMENTAL
TER WILL NOT BE PERYITTED UNLESS SO AUTHORIZED BY
THE INDIANA MANAGtMENT.
m MONITORING AND MAINTENANCE GUIOEUNES FOR POLWTlON PREVENTION MEASURES:
C:TRAW RAtr nAY UAINTF'NAlIltT RrI'llIIRrurNTc:.
1. INSPECT STRAW BALES DAMS AfTER EACH STORY EVENT AND PROWpn. Y REWCM: AN'( SEDlWENT
~~ETOTH~~~~tt"i..~RAGE VOWME FOR THE NEXT RAIN. TAICINC CARt NOT TO
2. INSPECT PERlODICAU.Y FOR DETERIORATION OR D.....AGE FROM CONSTRUCTION ACTMTIES AND
REPAIR IMMEDIATELY.
3. AfTER THE: CONTRIBUTING DR,*,NAG[ AREAS HAS BEEN STABlUzm, REWOVE AU STRAW BAI.ES AND
SEDUENT DEPOSITS, BRlNC TI1E DISTURBED AREA TO GRADE ANO STABILIZE IT.
!<DT fflllr.F UAIIIITF'NANCF Rf'OlIlR'F"UrNT!<
,. INSPECT THE 51..T FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARts TO DECOt.lPOSE OR IN ANY WAY BECOMES INEFFECTIVE. REPLACE
THE AFFECTED PORTION lWUED1A TEL Y.
3. REIdQ\oE DtPOSiltD SEDIWENT WHEN IT REACHES HALF THE HEIGHT Of 'tHE FENCE AT rrs LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE.
4, TAKE CARE TO A VOID UNDERMINING lHt FENCE DURING CLtANOUT.
5. AfTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABlUZED. RDotOVE TIlE FENCE AND
SEDIMENT OEPOSlTS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE IT.
TF'MPORAR'I' ~rnlUrNT TRAP UAINTF'NAlIllT Rf'OlItRf'UrNT!<
1. . INSPECT TEMPORARY SEDIMD.IT TRAPS AfTER EACH STORM EVENT AND IWYEDIATtLY REPAIR ANY
EROSION AND PIPING HOLES.
2. REMO\€ SEDIMENT WHEN IT HAS ACQJWlA.AlED '.to ONE-HALf' THE DESIGN DEPTH.
J. REP\..ACE SPILLWAY. GRAVEL FACING \ef[N ClOGGED.
4. INSPECT VEGETATION AND RE-SEED If' NECESSARY. .
5. CHECK THE SPll.WAY DEPTH PERlODlCAU. Y TO INSURE A MlNllAUlol OF 1.5 FT DEPTH FORM THE
LOWEST POINT Of THE SETTlED EMBANIUlENT TO HIGHEST PaNT or THE SPILLWAY CREST AND FUJ.
ANY LOW AREAS TO MAINTAIN, DESIRED ElEVATION.
II. PROMPl1.Y REPlACE AN'( DlSPLACfIl RIP-RAP, BEING CAREfUL THAT NO STONES IN THE SPILLWAY
ARE ABOVE DESIGN GRADE.
7. AfTER AU. DISTURBED AREAS HA\I[ BEEN STAElIUZED. REMOVE THE .sTRUCTURE AND SEDIMENT.
St.IDOTH THE SITE TO BL.ENO IMTH THE ADJOINING AREAS AND STABILIZE IT.
RInne: Allin r".lU\IJ'1 ~tRA INI" PRnTF"r.lIntJ U...tNTl'NAIllr.r _1'lI1tln"UNTc:
I. AFTER EACH STORY EVENT REWOVE THE SEDIMENT AND REPl.ACE THE GRAVEL, REPlACE THE
GEOTEXTlLE FABRIC IF" USED.
2. PERldOlCALL Y REUOVE SEDIMENT AND TRACKED-ON SOIL FROW THE STREET. WITHOUT FLUSHING, TO
REOUCE THE SEDIMENT LOAD ON THE OJRB INILl PROTECTION.
3. DEBRIS.
4. THE GRA\oU, ~E MESH.
n~pnt'W"'NIlPlIRPnc:r
PREVENT OR REDUCE THE COHTAIDlA TlON OF STORMWA TER RESlJU1NG fROM wccu: AHl) EQlJlPlIfHT
Wo\I(t[NANCE BY Rl.NmG A "'DRY AND QLAN Silt.. ll€ 8[Sf OPllDN wtuU) II[ 10 PERflIlW w.lNTENAHC[
ACTMlES AT JIM OITSlTE FACI.lTY. f' THIS OP11ON IS NOT AVAI.AB1.E THOI WORK SHClLU) BE PERF'ORYtD N
DESlGHAT[I) AREAS OtU. \IMLE PROVlllNG COVER FOR YAlERIAlS SlORED 0UlSl)(, atEClCINC f'OR LEMS
NO SPl.LS, NIfJ CONTAINtlG AND a.EANtfG IN ANY SPUS IWEIllATELY.
61! PRE cc>>.smuCDON PEAK DISCHARGE:
10 'YEAR PRE-CCtlstRUCTION PEo\K DISCHARGE (TOTAL) _ 134 CfS
10 'YEAR POST-CONSTRUCTIl:Il PEAK DlSCIWlG[ (TOTAL) .. 46 CfS
~ ~~~~rE.~~~TION fllM- PRE-CONSTR1Jtn~ PlAN SHEETS
SOUTH: COIrtIWEROALUSE
rAST: VACANT LOT
1IEST: u.s.3'l
!11 LOCAlIOHS AND AflPRoxw.TE: BttJNDARlES Of' AU. DISTURBED AREAS: sa SIiEE1S CCHO! TO CG-l03 FOR
UlCA.oos.
AU. IlENlflCADON OF EXISTING \'ECETATNt CO\O: sa STMt.lWATER POllUTION PRE\'tNllON PlAN -
PR[-CONSTRUCTION PlAN SHEElS CG-110 TO CG-112.
6lA. SOIlS....... INa..uDlNG DESCRPTIONS AND LalITA DONSt sa SHEET CC-502 FCR SOIlS tu.P, DESCRlpnON
AteUYlTADONS.
6lll LOCADONS, SIZt AND DlWENSlCfIS OF PROPOS[J) STORWAlER S"I'S1EMS: SEE SllE DE'o'tLOPt.lrNT PLAN
SHEETS CG-101 10 CG-l03 fOR PROPOSED STDRlI SEYItR SYS1Dl
42D. LOCATIONS. SIZE Ate 0NENSl0NS OF ANY PROPOSED 0Ff'-SlT[ c:o.STRUCT\CJoI ACTMllES ASSOaATED WITH
THIS PRO.ECT: SEE SIlt DtvElOPWENT PlAN 9ET CG-1D1 TO CG-10.1.
62l LOCADONS Of' SOIl ~ sa: SI-UT CG-110 STOCICPUS SHAlL NOT BE LOCAlED a.OSER THAN 15 FEET
FENCE.
OGRAPHY.
COltrMIt'IN c:TnRAr.s' ...Nn flI<:PCl'iAL ~
ClIc.j
<C ~ ~~
C] '~H
2 ffi go ~~
w~ il....
en 9; ~ ~J
W (J I Ji.~
o DD
-en !il
a: en 1j;!;
C <! .~
J.'
"',.
'4
19
~l
DD
ctIl1TARlr ...PPllCAnD.lc:
THESE PROCEDURES ARE SUlTABl..E a.l ALL CONSTRUClION PRO..EC1S YlHERE JIM CN91E YARD AREA IS
NECESSARY F'OR STORAGE Ate lI,....lDlANCE Of tEAVI' EClUlPMENT AND YDtaJ:S..
~~ ANIl UAlNlFNANCF."
INSPECT AND \'ERlFY THAT BNP's ARE N PlACE PRIOR TO Tff: COMMENCEWENT OF ASSOCIA lED ACTMTIES.
WHIL.E AClMTY ASSOQATtD 'filTH THE IIIP AR[ UNOER WAY. INSPECT WEEIClY TO \'ERll'Y CON1lNUED BMP
1IlPWlENl'_
KEEP MlPU: SllPPUES OF SPlu. CLEANlP VA lDaALS ONSlTL
MAMAIN WAStE flUID CONTAINERS IN lLAK PROOF CONDITION.
't'[HICl[S AND EQlJAlENT SHOUlD BE INSPECTED ON EAOt DAY OF USE. lEAKS SHOULD BE REPAIRED
IIAlEDIA1El.Yat THE PROBlDl VDGa..E(S) CR EOUIPMENT SHOULD lIE REYCMO FROM THE PRQ.ECT SITE.
INSPECT EWPMENT F'OR DAMAGED t<<lSES AND LEAKY GA9<ETS ROUllNElY.. REP,*,R CR REPLACE AS NEEDED.
UntRlNG ON THE PRo.ECT SJ1'[ StfOULO B[ PROHI!ITtD.
TO PREvtNT Q.ClGClNG Of M STORM DRAINAGE SYSTo.t, UTTER ANO DEBRIS RDI0\0tD FROM DRAlNACE
c:RATEs. TRASH RACKS AND DITCH .LlNES SHOUl.D BE A PRIORITY.
TRASH RECEPTAa.ES SHOUlD BE PROVIDED IN M CClNTRACTtlRS YARO. FlE1.D TRAILER AREAS. AND AT
I.OCA DONS ..uE WORICERS CClNCREGA TE: FOR LUNCH AND BREAJ( I'ERlODS.
UTTER FROM VKlRK AREAS WITHIN THE CONSTRUCTION UlITS Of' THE PRD.ECT SITE SHOULD BE COl.1.[ctm
AN) PI..ACEO IN THE WATERTIQlT DUlolPSTERS AT LEAST WEElCLY. IlECARDLESS OF WHETHER THE UTTtA WAS
GENERA lEl> BY THE CON1RACTOR, THE PUBUC. OR OTHERS. cou.rcTED UTTER AND DEBRIS SHOULD NOT BE
PlACED IN OR NEXT TO DRAIN H.ETS. STORlIWATER DRAINAGE SYS1DG CfI: WATERCOURSES.
OlAIPSTERS OF Sl..IffICENT SIZE ANO MNBER SIiOULO BE PRtMDED TO CONTAIN THE SOUO WASTE:
GEHERAlEl> BY 'IHE PRO.I:CT.
FULL DWPSTERS SHOULD BE REWVED FORM THE PRO.E:CT SIlt AND THE CONlDllS SHOUl.D BE DISPOSED
(J' BY THE 1RASH HAULING CONTRACTOR.
CCNSTRUCTlON DEBRIS All> WASTE SHOULD BE RD.llM1l FROM THE SIlt BIWEDCl Y OR MORE FREQUENn. Y AS
NEEDED.
CONSTRUCDON MATERIAl VISIlI.E TO THE PU8UC SHOUlD BE STORm OR STAOl:ED .. AN OROERLY IUlNtO.
Sl'ORIIWATER RUMON SHOOLO BE PR~ f'OIlM CONTACT1NC STQREI) SOlO WASTE THROUGH THE USE Of
BERMS. DIllE5. OR OTH[R ltMPCRARY or.tRSION STRUClURES OR THRWGH THE USE OF MEASIJRES TO
ElLVAlt WASTE F1tCU THE SlltSUWACES. .
SOUl) WASTE S1tlRACE AREAS SHOULD BE LOCATED AT LEAST 50 FtET AWAY FROM IlRAINACE FAClUTIES AND
WATERCQJRSES AND 9tOULO NOT BE LOCA1[J) IN AREAS ?RM TO FUlODlNG OR PCWOlNG.
Il2.
ACTMTES: 51.T
SUCH AS I.EAIlING FUn. OR OIL,
BlOLOGlCAl AGENTS rouND IN mASH, FER11L.lZERS, tOIllCID[S,
WASHOUT.
ATlON RELA1I\'E TO LAND DISTURllANCE ACTM'llES: THIS
D.nIINATE SEOIlIDIT FROM l.!A~ THE PROoECT DURING
PROPERTl[S,MlrlUJRlTYOfTHE[XlSTlNGWATERSHEDSSH[[l
DRAIN NTO SHALLOW CONCEHTRA TED now PRIOR 10 DaTING 'fM[ SIlt.
REVISIONS
ANY EROSION BELOW
COVERING IT.
1N':Prr.:'IItIN ANn t.lAlNlnIANcr
INSPECT AND \l[RFY THAT ACTMTY-BASEl) BliP'S ARE IN PI..ACE PRIOR to THE COI6l[Nctt.fENT Of
ASSOOAlEl> ACDVlTlES.WHl.E ACDVlTIES ASSOCIATED WITH THE Bt.lP ARE INlER WAY, INSPECT WltEKLY TO
\'ERIn' CONTNI[O BIllP II.CPIDI[NTA DON.
I4SPECT Bt.IJl'S SLlJ.ECT 10 NQN-S1tRIolWATER Il1SDIARCE DAILY 'Ilt4LE NON-STORMWAlER DISCtlARGES
oca.o.
INSPECT CONSTRUCTION WASTE AREA. RECUl..ARLY.
ARRANGE FOR REGlll.AR WASTE COLLECTION.
2. BERlIS. LAWN AREAS AN>
J. lJPCIr,l COUPlEnDN OF MASS GRADING. INSTALL SANlARY AND SlORlol SEYOS. AS STCRM SDtERS ARE
ca6lRUCTED. INSTAU. INl.[T PROTEC'IIDN YEASURES.
4. :m.~tJCN (f SEYO INSTALLAmt AND NIT PROTECTION, PROCEED 11m PARKING LOT
5. CJa PAVEWDlT IS IN
,II. DNa: N.[T PReTEenCW IS
'tGIN DEPTH Of' f'CIrC) PER
BJ. STABLE CCNST1I:UCD~EtflRANCE
lION PlAN SHEElS tc-no
r.nt.lr.IIn'r ....<:HnlIT
F\.IEI.ING PROCEDURES AND !"RACTUS ARE DDGNED 10 PREVENT run. SPILLS AND LEAKS.
YlNATE CONTAYlNATIDN OF STORlIWAlER. nas CAN BE ACCOWPl..I9O BY USING 0fFSlTE
.. DESIGNATED AREAS IH.Y. ENCLOSING OR COVERING STORED F1J(L, IlU>t..DDTING SPll.l.
DIPLOYEES All) SUBCOHTRA.CTORS IN PROPER rLIEIMC PROCmURtS.
THE FlJLLOWING STEPS WILL t€I.P REDUCE STORWWAtER POWJTlON f'Ra.t CONCRElt WASTES:
~[1[~~w~:.;I~~-~~ER(~~~ESARE
..... .
"CORPORAlt REOUIRDIENTS FOR CONCRE1t WASTE YANAGEMENT tfIO MATERIAl.. ~ AND
SUBCONTRACTOR AGREDlDlIS.
STORE DRY AND wit MATERIALS 1..Nl[R COVER. AWAY rRCU DRAINAGE: AREAS.
AVOID MIXING txCESS .....OUNTS Cf FRESH CONCREtE.
PERrORl.l WASHOUT rJ' CONCRETE TRUCKS INTO STORM DRAINS. OPEN OIT01ES, STRtElS OR STREAMS.
DO NOT ALLOW DlCESS CCNCRE1E 10 BE 0IJI,p[() 0NSI1t. [xCEPT IN DESlCNA TED AREAS.
FOft 0NSI1E WASHOUT:
LOCAlE WASHOUT AREAS AT L!AST so FEET FORW STORM DRAINS, OPEN DITCHES. OR WATER BODIES.
DO NOT AU.OW RUNOFf' FORY THIS AREA BY CONStRUCTlCW A 1DIPORARl' PIT ~ BERMEO AREA LARGE
EN1lOGH FOR UQUIO AND Sl:lJD WAS1E.
WASH CUT WAS'ltS INTO THE TDIPORARY PIT MfERE Tl1E CONCRrn: CAN SET. Bt BROKEN UP. NIl
tHEN OISPOSEO OF PRlftIllY.
AYOIO CREATING RUNOFf" BY ~ WATER TO A BERYEO CR l.n'D.. AREA 'MiDI WASHING CONCRETE:
TO RDKM: f'N PARllCLES AND EXPOSED 1H[ AGGREGATE.
DO NOT WASH SIltEPINCS fROM EXPOSED ACGRECAlt Ca.lCRET[ ...10 THE STREET OR STORY DRAIN.
caJJ:CT AND RETURH SWEEPINGS 10 AGGREGATt BASE STOCICPLE OR 0lSP0SE Of N THt TRASH.
~
c::i ~
o ~
e ~
~~ ~
<,llii..... ". .,..
~:t! . ~ ~
~ ~ t\I
~ ~~~ ~ ~
E-.llii~O
t3).,:t!~!l: ~
~~~::SO :c:;
~tj~:X:i:! ~
!Q~~~~ ::::>>
:"C ~~~:5 ::3
~ ~~ ~ ~
E::;;r:; tj ~
IQ~ ~
~ ~
~
~
f.i
fI:i
..
1.
HEAVY USE.
2. RESHAPE AS NtEDEO FOR DRAINAGE AND RVNOf"F' CONTROL
J. lOPDRESS 'MTH Q..EAN STONE AS NEEDED.
4. IWMEOIATEL Y REWO\fE MUD AND SEDIMENT TRACKED OR WASHED ONTO STREETS BY BRUSHING OR
S'llUPlNG. f1.USHlNG SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDlYENT TRAP OR
......
s. REPAIR ANY BROICDI ROAD PA\I[Y[NT IYWEDIATD..Y.
fU.l EROSION" S[D1MENT CONTROL SPEClf'ICATlONS FOR THE INDI\'lOUAL BUIlDING LOT: SEE: SHEET
CG-502 F"OR CONSlRUCTlON DETAILS ANO SPECIFICATIONS FOR EROSION&: SED1MENT CONTROl ON
THE INDI\'lDUAL BUIlDING LOT.
C1 POTtNTlAL POLLUTANTS AND SOURCES
1. FERTlUZERS - LAWN 'lRtATUENT THROUGHOUT THE DE'vELOPMENT
2. TRASH - VARIOUS
J. \OfICULAR f'WlDS AND PARTICULATES - TRUCKING WAREHOUSE, VEHICULAR TRAFfIC
... SEDlUENT - DISTURBED / UNSTABIUZED GROUND
"""""""
CNSITE \fEHlD.[ AND EQUIPWENT FlIEUNG SI<<lULO ONLY B[ USED MitRE IT IS PRACTICAl. 10 SOIl VDtcu:5 AND
EQUAlENT tmSTt FOft fUEUNG, $[NOt<<; VEHIQ.[S ANO EQUAlDlT a:rsnt SHOUl.D BE DeN: IN CON.llNCTlON
.TH A STABUZm CClNSTRI.ICTIl:* ENTRANC[fDllT.
IIdf1DIlIa6lllI
USE OFf'SITE ruEI..ING 51A Tlews AS lWCH AS POSSIBLE. THESE BUSKSSES ARC. BETTER ECIUlPpm TO HANDLE
run. AND SPILlS PROPERLY. PEllf'ORYIC THIS WORK OfTSlTE CAN AlSO BE ECONCIIICAl BY D.l.tlHATlNG THE
HEm F'OR A SEPARATE FUtl.ING AREA AT A SITE.
DISCOURAGE -roPPttG-OfT' Of F1lEl. TANICS.
ABSORBENT SPll. a.EANIJP MAtERIALS AND SPU ICITS SHOULD BE AYAlLABLE N AJD..IfG AREAS AND ON
FUWNG 'JRt.ICI(s, AND SHOlA.D BE DISPOSED OF PROPERlY AFlER USE.
DRI' PANS OR ABSORBENT PADS SHOUl.D BE USED DURING VEHlD.[ AND EClllIAIENT F1JEUNG, UNlESS THE
FUtUNG IS PERf"0ftIrW) ewER AN IWPERWtABl[ SURf'ACE IN A DEDICATED F'UEUNG AoRtA.
US[ ABSORBENT lII\ltRlAU ON sw.u. SPUS. DO NOT HOSE DOWN OR BURY THE SPlU- It[NOVE THE
~ MATERIALS PROWPlLY AND DISPOSE Cf PROPERLY.
~::.o~:=.~ =G~ EOUlPUENT AROLItf) THE SlTEo RATHER, TRANSPORT M:
tRAIN OIPLOYEES AND SUBCONlRACTCRS frrI PROPER F'UEUNG AND Ct.EANUP PROCEDURES.
DEDlCAltD F1JEL.JNC AREAS SHOULD BE PROTECTED FRDlII STtlRWAltR RUNON AND RUNCfT. AND SHOW) BE
LOCAlED AT LUST 50 FEET AWAY FROM DOWNSTREAM DlVJNAG[ FAClUTI[S AHD WA~ FUEUNG MUST
BE PERFORMED OH a.nn-GRAD[ AREAS.
PRDltCT FUWIIC AREAS WITH BERMS AICl DUCES TO PREVENT RUNON, 1lUNOFf'. AND 10 CONTAIN SPILLS.
NOZZLES USED t.l VEHlC1! AND [QUIPlol[NT FUD.JrfG SHOULD BE EQlJIPPED "'TH AN Al.l'TtlaADC SHUTOfT TO
CONTRa. DRIPS.. FUEl./HG OPERATIONS SHOULD NOT B[ LEFT UNATTENDED.
FtOERAI., STAlE. ANO LOCAlE RECll.lIRMNTS SHDUJl BE OBSERVED FM STAlDIARY AIlOV[ GROUND STORAGE
,......
B1 SEDIMENT CONTROL WEASIJR[S FOR CONt[NTRATED FLOW AREAS. SEI STORWWATER POlWDCW PREVI:NlICH
PLAN SHEETS CG-110 10 CG-1l2 FOR LOCAllONS (J' SEDllIENT CONlROI. MEASURES AND SHEET 00-502 FOR
CONS1Rl.ItDCW DETAILS AND SPEClfICA DOHS.
U. STORW SDD INIEI PRO'ltCTICI\I YEASURES. I..OCATIONS AND SPEClFlCAlKlHS: SEE STauaWATER POl.l.UTIClN
PREYEN1JOH PLAN SKEETS CG-no TO CG-112 rat LOCATIClNS OF INILT PROltCTlONS WEASURES Ate 9trT
CG-502 FM CONSTRUCOON OETAIl.S AND SPrcfJCA1ICINS.
BZ. RUNOFf" CON1RClI. WEASURtS: sa STORMWATER PCU.UlKlN PR[I,[NUCW PLAN Sta1S CG-1I0 10 00-112
FOR LOCAn()6 Of RUNOFF CONTROL MEASURES AICl SHEET CG-502 f'CR C06TRUCDCW DETAILS AND
SPEanCA TIl::Ws.
sa STORWAlER ctlTIET PROTE:C1lON SPEORCATlDNS: sa STORWWATER PCI..UlUON PllEVEN'IION PLAN SHEITS
CG-no TO tc-112 F~ LOCATIClNS (f' STalMWAlER 0U1LET COlfR(ll MEASURES AND SHEET tc-502 FOR
J:06TRUCTlDN DCTAILS AND SPEOrICATlONS.
II. GRADE STAIlIUZATION.STRUCTURE lOCATIONS AND SPECflCATIONS: sa S'ltRWWATER POl.I.unON PREVENTION
PLAN SliEElS 00-110 10 CC-:-112 FOR l.OCA1lONS IF GRADE STAIllLIZATION CONTRa.. YEASURES AND StaT
BLl.
~~~~'S~?
WATER CUAUTY STANDARDS, CAUSE A SHEEN UPCW
THE STATE AND RrCEMNG WATERS OR AD.ONlNG
DEP09TED BOV.TH THE ~Aa: Of THE WATER OR
1'H[ ACTMTES REQUIRED TO ..l1GAlt SlJQi DISCHARGES
INctPrMV'llol ANIl UlINlFNANCf'
V[HIClLS AND EQUIPMENT SHOll.O BE INSPECtED EACH DAY OF USE FOR LEAKS. I..EAICS SHOOLO BE REPAIRED
1WY[l)lATELY OR PROIll.EY VEHla.ES. SHOULD BE REMOVED" FRaY THE PRo.ECT SlTE.
lE[p AMPlE SUPPlIES Of SPILL CLEANUP WA 1ERIALS ,ONSlTE.
IAlrElIA1El.Y CLEAN UP SPIl.LS 00 ~Y 0lSP0SE OF CONTAMINATED sat. AND CLEANUP MATERIAlS.
B1Il
IlI1
Il12.
t€CESSARY.~TH[R[ISACHANCEIN
OR lIAINTENANCE WHICH MAltRlAU.Y Af'F[ClS THE
..1DlIAL
WATEllS:
1'H[ lWORlTY rE 'DIE S'TOflY DRAINACE LEA'oD THE SIT[ BY A a..osED STORY
CU" NET
S<olc
!
;
i
I
5
I
J.
$
~
i
.
"'00..
"'-""
AGENTS. CHDflCALS.
... GROUNDWATER coo S NO ABOVE GROUND CfI: lNO CROlKl
STORAGE TANKS AT THIS SIlt. TIOErORE. IT IS FUT THAT THERE IS umt OR NO POSSlElIUTY OF
POST CONStRUCTION GROlIIDWATER COITAWlNAT1ON. THE FAWTY WIlL HA\I[ CITY SEYG: ANO CITY
WAn
""""",,auT
.......FUEl.
."",.
UYI1EO TO ClEANING
CURB INLET SEDIMENT BARRIER
!
~
08-01-06
.-
0660086.1 A
Job No.:
CG-501
L_
,
'h~...~~SoI~~~,' '.
: -::.~-= ~ ""i:l==:'';.="::' .:.=~~.
~~~~-;'=o':..",-'~*-="
DllI..c:cndructIdOlIhll...1hIi..baa........b-Ioci:II.....CIId .
--".-IIIlIl_tdilGiodllijlpahntJalhotaeb.......
..-...."""'~..~_.. ~.~ ~ "'00IbMt~
DA;. .c...,dl _ Sol DIi<r\>IIoo 'Giod-.ai.
, ..' .. .
. '.... ',:'." '.. ."
""~~Uo""~~'~~" ".,.' '.
1M .... .. WIriI thot ~ offici ........ aiD tJI thb .. 1ft ....
::: .=...~-=r.:':.""..ood...-=.::~:..
"1DCIdI_ *-b "".01 In 1tnftt1h.1he'''malriII far rDCllb cInlI", .'~
!Ildl..~~,~:"'-maItrklu ' . .'. .
.~-llkIldSl\~~~Giod.~"... .......,.
1hemah"lIllI,....a1hal aitwrill;iffKI~_l:ItbII.. art..... ..'.
_hoI____...UoI._ponnoIoiIIJ........ '."
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:'::ta~ ~~ ~~i:'=:: ~~:.:e::;;;'"
....... shIb .....of low........ IMallllbrlalb..... Cild..... ..
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..:.-IIkim.a.;j,Loon,~.~...~. " <..
1110 .... ... ,loolina lIiot ......, oti.:t ............. " lIIIo .. in -.ia .
= =."'I.":'.:=...,-.1~::=.~S.;;:.
-"_1hII"'___"''''_Giod.__''", "
._lIIO...._."._.Giod__..........~..::
:~;::1'4;~4:~~;~ .". ".' : ....
'iho...... __ ,..i..;...;aitoot_...,; lIIIo ..........;,;, .'
=: ~ ~~.:=:w ...:;'.~ :':':i;,"'..:' = :~~.,
:;:':':-Giod:L=':..._~: d ' "
lIDIIDtIOao"'IoCil.....GioddOolllgobocillii"....oi.l~'t:=tllIi '
lIlll ~ PatInUat hit cd.. _ ....-....,-0.._ ofQlb .',
=~~=:::.=~~..;:-~~.. .
==:=:===:::.r-~~tllo,
.~......-.. ...... . .' . .' " ..... . .
..................... '. . '. .... "."
-s.d.~:3::" frt:, ~~~a;; =..........,..: (~~.
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SIlT fDfCt 9W..L BE A IU.Ct4lNt PRCOJCEll. ~WO'tI[N GE01tX1lLE (S 1DCm
Pot."lPRClF'lUNE WEt1lNC THE Ptn'SICAl PROPDtl\[$ BtlOW.
AU. STAItES StIAU. BE r-r KARDWOOO ~ TAU. llItH 2.- TAU.LATtI STAPUD
TO !>T,fJ([S ~ rA8RC AS RDNfORCDlDrr.
AU. SILT fEHa: SKALL BE PRETABltltAT[D BY '!HE SlJPPUDl NO f'IELl) ASSDCIlLY
-.L BE ACCD'ltO.
. OZ/S1tJ.
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>=
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SEDlWENTRElENTlON
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FILTER FENCE INSTALLATION DETAIL
SOILS MAP
seAL[: ,. _ 150'
SILT FENCE DETAIL
"""""~1ItaUI<<llDnS
FOR COIlIPIJANCt .TtI IDEM COIOtAL PDtlllT RlI..B rOA
STORM ....1ER Rl.JttClFT now CONStRUCTION SllD
1. ALLDtOSlONCONlRa..I'RAC1lCDStWJ.IE. ACCCIlDNI:E.1H
1M[ lDNR -NfII."U ..._ I"tlD ~.........,..... iii M'WlNlnlr.
6IltAS:..JlA1EtIOCT08lllll.2ANDMscsonrIDnmr.rlF~Al
0lIIlC
3. AU....SlTtS1tltMllltAlNlNlCT!IStW.l..fIIlOfEC'ltDACAINST
SEDMENTA'llON IIbt SlRAW BMD. f'l..1D: FA8RIC, OR EQUlVAlDfT
8ARRIDS AS SHOal CllI 11tIS PI.Nl
4. oaPTASI'llE'oOI'IEDIYN:I..DltNTlIEA'IDlCCNOl'\'lONSOIlO'bO:
CIlClIlIStANCB IIE'ltlNO lH[ comtOL OF blE
CON1ltAC1OltJl)['4LDPCRAPPllCIf'lIlAfEEIlOSIONCON1ItQ.f'RAC11a
50 ~lI(DA~TIA:O':~H~NElIlSl\.IlI!JlNCAClMTTATncSl1t.
TtlE:SI1tSHALLIESTMUZmBYsrmMl"SCIlDDC,IIU.CtIMQ,
CO\IOIING,CltIlYOlHDl[QUIYAl.OfTtIlOSIONCON1RCI.WUSURa.
1. PREPARE SOlI. IlUORE lNSTAWNC 8LANKE1S" INCl.UDlNG APPLICATION t:I LIWE. mllUZER
ANI) s[[o. NOTE: ~ USlNC SCC225, DO NOT SEED H1EPARtD MEA AREA. SCC225
MUST BE lNSTAUm 111111 PAPER SIlE DOMt..
2. BEGal AT 1HE Ta> or 1HE SlOPE BY AMCHOR..C 1M[ 8l.AHKEl N A .. DEEP . .. WID(
1Jl[NQt. BAlXFI.L AND COMPACT THE 1RENl:H N1eI STAI"UNG.
3. ROlL 'HE BLANKETS DOWN THE SLOP[ N 1H[ DIR[CTlON or 1M[ WATER F'UlW.
4. 'hi[ [DG[S Of" PARAUD. IlLANtETS WST BE STAPUD .111 APPROxalAlD.Y r CM.1tI.AP.
5. WHDI BI.AHI(Cl'S MUST BE SPUCED DOWN THt Sl..OPE. PI..Aa: BLAI<<rTS DIll OVER [NO
(SHlNClE ST'lU) .1M APPROXIMA1[lY So O'JERLAP. STAf'I..[ 'IHROl.ICl1 OV[RLAP(O AREA.
APPRCIXlMATUY 1r APART.
REFER 10 GENERAL STAf'l1 PA T1ERN ClJI:l[ fOR CORRECT
STAPlE PAT1D!H RECCIAODAllllcS fOR Sl.OI'E
ONST.....""""
CURB INLET SEDIMENT BARRIER
SLOPE APPLICATIONS
~ SIlT fENCE
Ir- x~
i c=~'7"'~
l!li x
. T'lPICAL
TYPICAL TOPSOIL STOCKPILE
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REVISIONS
SIDE VIEW
"""-
NO mlUS Nt[D[D DN BOXtS UAO( fI BOAROS SPACED r ".Nfl.
:-~~cixA~~y~~s:':-Sl~~Am;
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SILT BOllES 10 IE LOCATm AT EACt1 CATCH BASIN.
FILTER FENCE PROTECTION DETAIL
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AS R[DUIREO.
08-01-06
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TEMPORARY CONSTRUCTION ENTRANCE
(SEE MASS GRADING PLANS FOR LOCATION)
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CASTING SttAU. at tmtER SQF-SEAUNG OR WATERTQfT~
(SEE PLAN ill' PRClf'IL[ SHEETS FOR CASTING TYPE). LIDS
SHAlL BE STAMPED -sAHlTARV SEYG(' AND ItA\/[ CLOSED
PICKHOlES. F'RAME SHAU. B:E: SET ~ DOU8l[ ROW or 1
~~~llNS:~~'" mn SEAL (SEE:
TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER
DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT
REVISED MAY 2DD2
1. STANDARD SPEClnCATlONS or THE DISTRICT AND INDIANA DEPARTMENT Of' lRANSPORTATlON SHAll APPLY FOR AU. WORK AND
MATERIAlS. PIPE SHAll. BE INSTAllED IN ACCORDANCE WITH SEcnON 715-
2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASlM 0-3034 (S.D.R. 35) AND ASlW 2321. PVC PIPE SHALl. HAVE
GROOVED BEll AND GASKET. THE PIPE SHAll BE MADE OF PVC PLASTIC HAVING A CEll. ClASSIFlCATlON OF 1245<48.
3. PVC SEVt'ER FITTINGS SHAlL CONFORM TO THE REQUIREMENTS OF ASTt.I 0-.3034-89 SPEClFlCATlON. FlTTlNGS IN SIZES THROUGH 8-
SHALL BE MOLDED IN ONE PIECE WITH ELASTOUERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFlED IN SECTIONS 6.2 AND 7.3.2-
FlTTlNGS 10. AND LARGER SHALL BE MOLDED OR rAaRlCAlED IN ACCORDANCE 'MTH SECTION 7.'1 WITH MANUFACTURERS STANDARD
PIPE BELLS AND GASKETS. WALL THICKNESS OF FlTTlNGS SHALL BE SOR 26 AS DEFINED IN SECTION 7.4.1 OF SPEClFlCATlONS.
GASKETS FOR ElASTOMERIC JOINTS SHAll BE MOLDED \/11TH A MINIMUM CROSSSECTlDNAl AREA Of 0.20 SQUARE INCHES AND
CONFORM TO ASTM 1'-477. SPEOFlCATlON. FlTTlNGS SHALl BE MANUFACTURED BV HARCO OR EQUAL
4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C-478 AND SECTION 720.
O-RINGS SHALL CONFORM TO C-443. KENT SEAL OR EQUIVAlENT SHALl ALSO BE APPUED TO ALL JOINTS AND BETWEEN RISER RINGS
AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16-INCHES. MANHOLES SHAll BE AIR TESTED FOR LEAKAGE IN
ACCORDANCE WITH ASTM C124<4-93, STANDARD TEST METHOD f"OR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE
(VACUUM) TEST.
A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS AND PERFORMANCE SPECIFlCATlONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER
AND ACCEPTEO BY THE ENGINEER. 7H[ VACUUM [QUlPUCNT MUST BE CAPABLE OF TCSTlNG THE OiTIK MANHOtL INa.UOING THE
C/lSTlNG AND RIseR RINGS.
B. 'MTH THE VACUUM TESTER SET IN PLACE:
1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN.
2. DRAW A VACUUM OF TEN (10) INCHES or HG. AND CLOSE THE VALVE.
C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABUSHED FROM THE ELAPSED TIME FOR A NEGATIVE PRE.SSURE CHANGE.
FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABlE lEAKAGE RATE FOR A fOUR (4) FOOT
DIAMETER MANHOLE MUST BE IN ACCORDANct WITH THE FOUO'MNG:
MINIMUM ElAPSED Tlur FOR A
PRESSURE CHANGE OF 1 INCH HG
MANHOLE DEPTH
10 fEET OR LESS
>10 FEET BUT <15 fEET
>15 FEET BUT <25 FEET
60 SECONDS
75 SECONDS
90 SECONDS
l'l
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FOR MANHOLES FlVE (5) fEET IN DIAMETER ADD AN ADDITIONAL RnEEN (15) SECONDS AND fOR MANHOlES SIX (6) FEET IN
DIAMETER, ADD AN ADDITIONAL THIRTY (jOl stCONDS 10 THE nUE REQUIREMENTS FOR FOUR (4) FOOT DtAMETER MANHOLES. FOR
ALL MANHOLES DEEPER THAN lYt-ENTY-FM (25) FEET, THE ENGIN~ER WILL DETERMINE THE ApPUCABLE MINIMUM ElAPSED TIME.
D. IF THE. MANHOl.[ FAILS THE TEST, NECESSARY RrPA1RS MUST BE MADE AND THE VACUUM TEST AND REPAIRS MUST BE.
RrPEATED UNTil THE. MANHOLE PASSES THE lEST.
E. IF MANHOlE JOINT SEALANTS ARE: PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE
JOINT SEALANTS REPLACED.
r. MANHOlES WILL BE SUBJECT TO VISUAL INSPECTION WITH AlL VISUAL ltAKS BONG REPAlRE.Q.
5. BUTYL. RUBBER COATING SHALL BE APPUEO AROUND EACH MANHOlE JOINT FROM 8-INCHES ABOVE TO 6-INCHES .BELOW EACH
.DINT. THE APfROPRIA TE PRIMER SHAll BE APPUED PRIOR TO APPLYING lHE RUBBER COA TlNG. INSIDE JOINTS TO BE nUEO WITH
PRECOAT PLUG MATERIAL
6. THE MANHOLE CHIMNEYS, INQ.UDlNG ALL RISER RINGS SHAl..L BE: SEALED USING lNFl-SH1EU) UN1BAND OR APPROVED EQUAL PRIOR
TO PLACEMENT, THE: TOP 4-INCHrs or THE. MANHOLE CONt AND CASTING FRAME SHALL BE ClEANED AND PRIMED. THE UNIBAND
SHALL EXTEND FROM 3-INCHE.S BELOW THE TOP Of' THE CONE SECTION TO 2-INCHES OVER THE FlANGE. OF THE MANHOlE CASTING
FRAME.
7. THE CASTING ELEVATIONS ARE SET BY PlAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FlELD BY THE. ENGINEERS
REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BtT'I'EEN PLAN GRADE AND EXISTING GRADE. NEW YANHOlE RING AND COVER SHAll
BE INSTAlUO TO ESTABUSH GRADE. MAXIMUM HElGHT Of AD..lJSTlNG RINGS SHALL BE. 12-INCKES.
B. BACKFlLL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR MATERIAL TRENCHES OPENING WITHIN
5-FEET or PAVED ROADWAYS SHALL BE BACKfltLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACKnLL UNDER
SIDEWALKS SHALL BE GRANULAR. UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTERBACKnLL HAS BEEN IN
PLACE.
9. THE CONTRACTOR SHALl BE RESPONSBLE FOR VERIFYING THAT ALL STATE HIGHWAYS. CITY, AND COUNTY PERMITS HAVE BEEN
OBTAINED BY THE DEVELOP(R PRIOR TO START OF' COHSlRUCTlON.
10. THE CONTRACTOR SHALL BE: REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET Of PRINTS, MARKED IN RED PENCIl..,
SHO\/l1NG ACTUAL SEWER LOCATION AND INVERT, TO INCWDE LATERAL LOCATION, DEPTH AND LENGTH. SUDi ASBUIL T PRINTS MUST BE
RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERALS AND STUBS
TERMINATION SHALL BE INDICATED ON THE. SURFACE WITH A ME.TAL FEHct POST SET IMMEDIATELY ABOVE THE SAID TERMINATION .
POINT.
11. ALL SANITARY SEWER UNES UPON COMPLETION WIll BE REOUIRED TO PASS A LOW PRESSURE. AIR TEST. SAID TEST SHALL BE
CONDUCTED ACCORDING TO ASTM 1417-92, AND SHALL BE W1lNESSED BY AN ENGINEER AND A REPRrSENTATlvr or THE DISTRICT. THE
TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0.5 PSlC FOR EACH FOOT OF WATER ABOVE THE SEWER UNE BEING TESTED.
12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL fl[XIBLE. PIPE Af1ER THE FINAL BACKnLL HAS BEEN IN PLACE AT lEAST 30
DAYS. NO PIPE SHALL ExctED A VERTICAL DEF'LECTlON Of 5~ DEfLECTION TEST RESULTS. ('THE FOLLOWING ARE CONSIDERED
NON-F1.EXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEfLECTION TEST SHALL BE PERFORldED WITH A
NINE-POINT MANDREL PROVING RINGS SHALL BE AVAILABLE.
13. All. MANDREL TESTING SHALL BE. OBSERVED BY A PROF'ESSlONAL ENGINEER REPRESENTATIVE FOR CERTlFlCATlON AND A
REPRESENTATIVE. or THE DISTRICT.
14. THE ENOS OF LA1ERALS ARE TO BE PWGGED TlGHT WITH A BRACED PLASTIC DISC OR CAP CAPABLE or WITHSTANDING A LOW
PRESSURE AIR TEST WITHOUT LEAKAGE.
15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO. e CRUSHED STONE FROM 6-INCHES BELOW THE PIPE TO 12-INCHES ABOVE THE PIPE.
BEDDING FOR RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6-INCHES BELOW THE PIPE TO THE SPRTNG UNE OF THE PIPE. AND
FROM THIS POINT TO 12-INCHES ABOVE SHALL BE nll SAND OR EQUIVAlENT. MANHOLES SHAll BE PLACED ON NO LESS THAN
6-tNCHES OF' NO. 8 CRUSHED STONE. BEDDING.
16. WAlER AND SEWER UNE CROSSINGS AND SEPARATIONS SHAlL BE IN ACCORDANCE WITH 327 lAC 3-6-9.
17. TRENCH SHALL BE OPENED SUFFlClENTlY AHEAD Of PIPE LAYING TO REVEAL OBSTRUCTION. AND SHAll BE PROPERLY PROTECTED
AND/OR BARRICADED WHEN LEfT UNATTENDED.
18. t:iC...1YAIEB. SHAlL BE PERMITTED TO FlOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL
UTlUZE A PUMP TO KEEP THE. WATER LEVEL BELOW THE PIPE. PUMP DISDiARGE SHALL BE DIRECTED TO A STORM OUTLET IN
ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 lAC 3-6-20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE
PLUGGED WITH SCREW TYPE MECHANICAL, BRActD PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND
THE UNES HAVE. PASSED ALL PUNCH USTS.
19. ALL SEWER LATERALS INSTAUED BY THE MAlNUNE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN UNE SEWER.
20. FORTY-EIGHT (48) HOURS NOTICE SHAU BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER CONSlRUCTlON. ALSO, 48
HOURS NOTICE SHALL BE GIVEN PRIOR TO D01NG ANY TESTING ON THE SEWER.
~r~~~~'-5 ~n;G~~~ ~S~~Ef ~1~:Yd::R=~ SH~~TI~; :41~~~W~~~~~D c~.J:~-~~~E~tNAH
R-1916-F1 AND STAMPED SANITARY SEWER.
22. THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE:
SlZE......QE... MINIMUM CONSTRUr:TF'D SIOPF'
8-INCH 0.40"
10-INCH 0.2B"
12-INCH o.~
15-INCH 0.15~
18-INCH 0.1~
23. THE CONTRACTOR SHALL PRO""'OE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOlE SECTION AS CONSTRUCTION
PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTlFlED BY A REGlSlERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON-SITE
fOR DBSERVA TlON BY THE DISTRICTS INSPECTOR. NO MORE THAN THREE MANHOlE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF
SUCH MEASUREMENTS.
24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE Sf:WER SECTION AND ANY OTHER AfFECTED SEWER
SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH t.IlNIMUM SLOPES.
25. LAlERALS ARE TO BE TRACED WITH A MINIMUM SIZE OF 14 GAUGE WIRE FROU THE W'l'E TO THE TERMINUS. THE CONTRACTOR
FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUIlpING CLEANOUT ADJACENT TO THE BUILDING.
.c'\
"",~:'~~~
lr~~~v
1iR-~; ,,;}Ii
.. ..~~.\~
""q :~ I,IO;:~~'~ If)
.~.( ~~
~v
REIIISlONS
a
~
~~ ~
~~.... t\I .....
~:::~ ~ ~
~ ~!i~~ ~
r_, h~Q;o ~
~>':::h:t! i!I:i
~;:s~~o ~
~ UB::::t:e: v.
fIj ~~t')~ ~
~~~~~ ~
~ ~~ ~ ~
~Q)~ t3 ~
i::;t;
~~ ~
ti
~
- .'MKT
.....
GAC
........r
..
t NONE
....e
OB-01-06
Date
06600B6.1 A
Job No.:
SIIMf. No.:
CN-501
PLAN VIEW
~CO<lI[1[
........""
....-IF
""lI<
GIlW1I11J) CDAlJGUBO
J11trllllSll(~
U'~/=t~" . ...
".ji. 4"-12"
1/~~iiL 'f'
301/1"/ll19Dt~..:....J ~:fltOtl:SS
SECTION A- A """" ..'''''D'' .. ,..
JOINT DETAIL
ADJUSTING RING DETAIL
MANHOLE COVER DETAIL
MINIMUM SPEClFlED TIME REQUIRED FOR A 1.0 PSlG
DROP FOR S1ZE AND LENGTH Of' PIPE INDICATED
PIPE MINIMUM LENGTH fOR TIME FOR
DIAMETER TIME MINIMUM LONGER SPECIFlCA TlON TIME FOR LENGTH (l) SHOWN, MIN: S
IN. M1N:S TIME, FT LENGTH. S
100 ft 150 ft 200 ft 250 ft 300 1t 350 ft 400ft 450 it
. :>48 597 0.3601.. 3:46 3:48 "'46 3:46. 3:46 3:48 "'46 3:46
. "'40 386 0.""'- 5:40 5:40 5:40 "'40 5:40 5:40 5:42 6:24
. 7:34 2.. '.~20l 7:34 7:34 7:34 7;34 7:36 8:52 10:08 11:24.
10 8:26 239 2.3704l. 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48
12 11:20 T99 3.4181.. 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38
T. 14:10 158 ..J.42l 14:10 14:10 17:48 22:15 26:42 31:09 . 35:36 40:04
,. 17:00 133 7.682L 17:00 19:13 25:38 32:03 26:27 ....:52 51:16 57:41
21 19:50 ". 10.4701.. 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31
2. 22040 .. 13.674l 22:47 34:11 45:34 56:58 6B:22 79:48 91:10 102:33
27 2"'30 .. 17.306l 28:51 43:16 57:41 72:08 86:32 100: 57 115:22 129:48
30 28:20 BO 21.JB8L 96:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15
33 31:10 72 25.8S2L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53
38 34:00 .. 3o.7B8L 61:17 76:55 102:12 128:12 153:80 179:29 205: 07 230:46
CASTING SHAlL BE EITHER SELF'-SEAUNC OR WAl'ERTlGHT,
(SEE PLAN &: PROfiLE SHEETS fOR CASTING TYPE). LIDS
SHALl BE STAMPED "SANITARY SEWER" AND HAVE CLOSED
PICKHOLES. FRAME SHA.LL BE SET ON DOUBLE ROW Of 1/2
~~~~~~~~IN~N~~E~~~Ef.F 1. KENT SEAL (SEE
FINISH GRADE
INflSHIELO .UNIBAND"---.
'I" 1;;1
N <( .
- :>
-!t!.F1SHIELD INSPECTION STRAP
.0 BE PLACED ON TOP OF UD
NO MORE THAN 12" OF RISER
RINGS ALLO'IrED. IF MORE
AD..uSTMENT IS NEEDED A
BARREL SECTION MUST BE ADDED
____ PRECAST CONCRETE AO.JJSTING RING
DOUBLE ROW or KENT SEAL
V ~ANHOLE STEPS PER SPECS
INTERIOR JOINTS AND LIFT HOLES
SHAll BE SEALED WITH NON-SHRINK
GROUT PER SPECS,
1\=
.V
F ;7 SET BARREL .xllNTS WITH RUBBER TYPE GASKET
= I-- EQUAL TO ASTt.t C-443 AND ON DOUBLE ROW OF
". '~, 1'1' KENT SEAl OR SINGLE ROW OF 1" KENT SEAL
. ~'I ~~TYL RUBBER WITH
~ . , J'I! PLASTIC WRAP COVER
-. I'
-^v
MANHOLE CASTING ADJUSTMENT
nNISIi GRADE
SLOPE AWAY
./'" '-.......
~E C TING SCHEDULE .
M UNG WATER GHT
N 1916-1'1
1 1045WT
___ PRECAST CONCRETE ADJUSTING RING
DOUBLE ROW OF KENT SEAL
c::: / MANHOLE STEPS PER SPECS
. INTERIOR JOINTS AND UFT HOLES
c::: ~ SHALL BE SEALED WITH NON-SHRINK
/" GROUT PER SPECS,
:7 SET BARREL JOINTS NTH RUBBER TYPE GASKET
_ . EQUAL TO ASTM C-443 AND ON DOUBLE ROW Of
~ - .: Jot KENT SEAL OR SlNGLE ROW OF 1" KENT SEAL
~ c::: ~ _ MANHOLE REINF. PER ASl'M SPECS
c::: " ,/ PIPE DIA. PER PLAN &: PROnlE
/ r BENCHWALL SHAll BE CLASS "B" CONC.
\ ~'; ~ BENCHWALL HEIGHT SHALL BE 80~ OF PIPE DIA.
'. '}:.::,~"::.\. ,<.F>+i~ ~~~~~G T&ii:~~~~~~O:EBO~Rr;'SE:AL III
OR APPROVED EQUAL PRESS-SEAL,
KOR-N-SEAL AND OTHER fLEXIBLE BOOTS
SHALL NOT BE USED IN MANHOLES WITH PIPE
" ~NVERT DEPTHS OF 14 n. OR GREATER.
"- 6" MIN. COMPAC;TED 18 STONE
~) ~
~J.y
INFlSH1ELD "UNIBAND-../ /{..;
BUTYl RUBBER WITH .
PLASTIC WRAP COVER
~ 24
I
I
~
~f5:'
Iv .
CASTING SHALL BE tiTHER SELF-SEAUNG OR WATERTlGHT'I -
(SEE PLAN' &: PROnL.E SHEETS FOR CASTING TYPE). UDS .
SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSEO
PICKHOLES. FRAME SHALL BE SET ON DeuBL.E ROW OF 1~2
~;.~~:t~A~IN~N;~~~~F" 1" KENT SEAL (SEE
~~~~ :~~~~r-'S COA TlNG O~R ENTIRE ~
K
I
I
I
.
:.,
4'-0"
1.0.
SANITARY MANHOLE - TYPE "A"
NOT TO SCALE
L_
HOLEY 1I0LEY S4l'S
"DIG SAFELY"
i1-
"IT'S THE LAW"
C4U z IfOIIIaN(; ~)$' BEFORE 1'tltI f)I(;
1-800-382-5544
04U.7DU.17IrE
PO _ smt lAW ~1-2I.
nISACMCSf1HEUII'lODCAVA1twmcJlJl'
IIlmIGKUtIXIIGIlUII LOCAlIlN
~L.--MrSBIJtR[
EXIS 1m. GRADE___ .......
855 ..........
~ "'- ,
850
845
l
~
a
. 840
!
~
I
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.
t
!
i
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~
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.
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..;
.
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"'0
i3,.:
~~
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N 36- !NV. 84 .$7
2.0' SUIlIP'
7ymi"~i
~<>-:_~ 11 ~~},~~,
I'~ -Yl~L1T--~ ~
71. U I 11 I III-j-~ ~ II I II \ I ~: v II ~ U UJ~ ~ 11 I U ! '- 'I
", \' \ I "~~ ,/-\ "// 'f....... I
fI\ll J IIN:H+I,II n III N-U L,1111 n IN illlhTIl (~P~;ft~ll.wMlJ!D
~ b -= ~ 601 ~
. . JY( . '--. I . . .. i
~-"-a-al-fj~.- I
-a ~-~------f-_---c~--------+ -- ~~~----
-s I .
~ -a"'-a~.t> ~-:a1l 1l ~ -e " e -.;)- '" .... _~ -a
- ~-:~~------------~-------~---------------~~~------ ~
.. I
. \
I :
-a -a
-a El-a-e
-----------
--a
~
Ai!!: U;:" -'"1lI -a--a
__.::e-----1--"S----~
~....g ""'8 -e-a
-s
---~;r ~
-a
~
O' 10' 20' 40' so'
P"""""'Il
SCAlL: '"=-40'
BENCHMARK DATA:
TBM
EL ~ 853.96 (NAVD 88)
TOP FLANGE BOLTON HYDRANT LOCATED AT THE
NORTHEAST CORNER Of THE INTERSECTION Of PENNSYLVANIA
A VENUE AND 122ND STREET.
BM #1
EL = 854.59 (NAVD B8)
D&A RED CAP LOCATED ON TOP Of HILL 100':1; EAST OF
THE SOUTHEAST CORNER OF BUILDING 1701 CONGRESSIONAL
BLVD.
-a
GRANUl.AR BACl<F1l.l. ~
!'l
IIF f ~~
~ jl ~ 7~
W~. ~i
u ~_
<tf iil~
(!) en I ~~
2w '7~
W~ is
en 0 :[1
Wo a'll
-a: Ul ~
Ul l\l!b
C <t .~
.I.'
o;s
~U
RE\IISlONS
855
~
... ~
~ !...:l
~u ~
=-~ c
~:i!j--: ~ ~
e-; .~ ~ ...
~ ~~~~ ~
...::e~o ~
~>.:i!jf.,:t ""l:
~ ~~~o ~
~~21~~ ~
~~~~~ ~
~ ~~ ~ ~
a::~f.1l t3
i::;;=: :;l;!
Id'~ a::
t') ~
~ rJ)
l"I:j
o
on
,,;
:: ill
.
~ d.
~d
:~ I~
.-?"/ 7?7 // /
~~~
l
U
-1l
-a
o
~ ~
~ ~ GRANULAR BAaaJU. S ~
z . -(:11 OF.RUEL ~ d
ffi~ '" ';cs.) ~ '"
;;0 d ~ d
~!<o ~d
EXISTIH. GRAOE~" ,.: "t.P OPOSED GRADE
~. M \.
I ~ Wffi~\J
8 F.-42..........
~ ~~~6ID " 128 LF. _ 2- RCP-C76111 ~ 0.15';
'- W 42"' INV 847.01
\ W "'" INV. 8 7.00
L~o' SUMP
.("~
,,""lr""N~_'<
"~J"~v
1~~fY~T ~j
'S ~
..
~q .:= - \,\' ~ 1/1
~~i.. ~...,
~v
850
845
840
-""
MKT
.... "" .
GAC
"*""""j"
-
1"-4' VERT.
~ 1"=40' HORIZ.
~- ""'"
08-01-06
Date
'-STRUCTURE TO BE
DESIGNED &
CONSTRUCTED BY OTHERS
0660086.1 A
Jab No.:
.....,
CR-101
.
o
~
o
~
PROPOSED GRADE
g
..;
O~
.
I- d
~'"
~~
lDW
a~
o
~
..;
...on
O~
I- d
~'"
~d
a~
o
;::j
~ ~
~ ~
~ ~ /'" I-- PROPOS~ GRADE
~ - ____ _7 to.
~~~~~~~W~
EXlSTI . GRADE_
~
~~~
~~\~
2 11 LF. - 30" H PE 00.15"
1 1 LF. - 36" H PE 00.15"
\..W IS" IN . 8 .28
LU _.
~/~ P'4~~~"
8" PROP. SA Ii
INV. - 845.
lJ
~~. ~=~; 8.:
2.0' SUMP
'-. 18' INV. 848.80
S ~: INV. 847.31
E 2. INY. 847.21
2. . SUMP
L
I.fOlEY S4lS
HOlEY
"DIG SAFELY"
it.
"IT'S THE~"",t.W;
0UL2~
CAU.r:;:f-26.1IbO.IT
PER:rs:::l.AIlO~
as HUIIlEJlIJllUI)DM'SBIRlIlE
E:L'-'
I
~
I
i
~
i
i
J
.
/
GRANULAR BAO<FILL
(?ZZa
'"
0' 10' 20' 40'
,......, SCAlE: 1"=40'
so'
1( DATA:
BENCHMAR
TBt.1 = 853.96 (NAvgN8~lroRANT L~iE~"WgNA6F~~NNSYLVANIA
EL FLANGE 80L T R OF THE INTE
~~THEAST 0 C~~~~o STREET.
AVENUE AN
O':!: EAST OF
8t.1 If1 59 (NAVD 88) TOP OF HILL, ;OCONGRESSIONAL
EL. = 854CAP LOCA TEO O~F 8UILDING #70
O&:A RED EAST CORNER
THE SOUTH
BLVD.
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
1__
ll'ijc f ~
J; :) ~
~U) fa-
... ,"
r.1 d it
<(f ;!1!
~ 001 ~~
W~ !Os
ffi81U
-(I) !i!
II (I) i!J~
C <t .l!
.J.'
;a",
a
Ii
HOLEY MOLEY S4l'S
II
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
II
II
. I
GRANULAR BACKFlLL ~
REVISIONS
1
2
3
4
5
~
~ ~
eU ;::;
;:i!~ ...
~~.... ~ ~
~:t:fIi" tt D..;
..... '~l::l1O
:x: !Iii !i "'l: 'to cId
~_. h~2o ~
,... )..:t:h:l:: "'!:
~~~~O ~
~U~:r::&:!
rM4'~ D:I ~ e3
~&!S~~ ill::
~ ~~ ~ ~
~ ~~ ti ~
o.rS~ ~
t') ~
f.i ~
(Q
08-01-06
Dote
0880086.1A
.Jab No.:
"'"
CR-103
f
! I~
f
f
O' 10' 20' 40' 80'
P"""""ll
SCALE: ,"_'
BENCHMARK DATA:
TBM
EL. - 853.96 (NAVO 88)
TOP FLANGE BOLT ON HYDRANT LOCATED AT THE
NORTHEAST CORNER OF THE INTERSECTION OF PENNSYLVANIA
AVENUE AND 122ND STREET.
BM ffI
EL. = 854.59 (NAVO 88)
D&A RED CAP LOCATED ON TOP OF HILL. 100'% EAST OF
THE SOUTHEAST CORNER OF BUILDING 170' CONGRESSIONAL
BLVO. .
"DIG SAFELY"
.j.
I
\
C)"
h€/
~
I I
it-
"IT'S THE LAW"
C4LL Z IIQiIIIlN: l:M)s BEFORC lOCI f)I(;
HJfXHJ82-5644
QIU JllU. FREE
Pm"""" SQ1[ W 1:I-1-2L
nlS~lHELWlOOIICMNtIllHDUf
NOTF'fIG M UlIlERGII:UD UQ1Dl
=:.= L taICNJ om BEFtIIE
Iii
l
.~
~
.
0 ~
:ri ,.;
on ~ ~:ll 0
'" _EXI511NG '"
, /' I;; '. ..;
l:l:ll
~ --- -/- ;d .... .
~-- ~:>
----- aO ;d
0 ,.:
ROPOSED GRAl E ,.: -
-- '" .
"'-.. )-. - a~
855 //// / / .... 855
~ ~ ~~ ~ ~ ~ ~ ~ -
~ 0 ~ \.- -
27 L.F. - IS" H~ '/
850 E 0 0.50" 850
~ "
~ "L .. u..o"
~SE ,." INV. " 1.08
2.0' SUMP
845 WI ~ INY. 849.74 845
SE, .. INV. Mi.M
NW 18" >IV. 848.80
S Je" I Y. 847.31
E 42- V. 847.21
2.0' SU p
840 840
. .{:
\,\1tI'I""Q~-
""~M
(~~
\1 . i=
.~ if!
Io~':;~; ",~
II-\<l. -. u",,'\: . 1/1
~
~
!
I
I
!
.
~
NOTE:
TOBEUSEDHNCI!NlDlSTANCE(FR(lIOOERIORPf'E
DIMC(l[R TO [X1!JlIat PIPE DLWrn:R) IIrtIWl SANITARY
SDO: PIPING (WJNS. LAltRALS. FORCE YAINS. ETC.) AND
AU. OTHER PFESIS 1a"OR l1SS,PERDfGINEDI'SDIREClD.
ORIftlDlENOlEDl>>IMctlNSlRlJCTKJtPLANS. AIDDAlY
Cl.EARDlSTANCI (f ~ MUSTBEl>ROYIDEDlOWllfTASN
STRlJClURAL IIl1EGIlIlYCF 1t( CXI.lCRm.
aJ4CRE1tIAlSTJIOTCC*EIlIOCXlfTACTlIlMFORCEIIAIN.
AT ILAST T (fSAll)YUSTII[ P\.ACDl ASA CUSHION AROOtIl
THEFalC%1IAIN.
F lHE CONFlICT lSEIElYItIH A IATOl r.wN AlII Mf1!WIITARY
SEWERPIPIIi,1t'QLARANCtlAlSTBEMAlNTAlNEDORNOlt
AIIO\{ APPl.lS >>II lKY GIWIUlAII FlllUnIE usm.
...
...
..-
FCRCASnNCS
,.....
NO..
'UijjHOLECONFORlt$
TQAS1WC478
CATCH BASI N TYPE "J"
NO SCAlE
STANDARD .MANHOLE rOR PIPE SIZEs 12- thru 14"
II=.
1. IN ACalROANCE .lH INOl-'HA STAlE
HlGHWAYSPtCIflCATIONS
2. IIIN...... CONCftElt COWl"RtSSNE
S1RENQTH4OOllP.U
:L lM/DOT DlWEMSlON$ OtHER DlMENSICNS
........
4. PftECAST AD.lIS1INO SEC1lON$ AVALABI..[
I
Mo\;(lIlD>>l-JIS.liDIImlt.n"
(fIln.mSl'Etft:-)
l.2!io.D.+ l2.FOR-<~1M.
t.250.o.+~4.fOll>~1M.
D. TI1'( I
DcIIlIU:Iltt,lIlOllft__cn:mlliCll
~l,Ml,ireelil,..~tf''''IflIlIlld-''
.~~""'~,..l~..
"..c1l"""",,,,n.~:IDo'!l'~
pcW".d~llItlll1~~:hI-tlIIIlnlt\or.
fcortllCtOrUllr......~"'_.n;.
-paa1*. hncn ,.....r., noI N. r-MdM ....
OSW'~OSW"iladDrdI.........l\
.-
3/'
,
""
other means of OSHA-approved treneh pnrtectlon ora
acceptable provided the maximum 1i'enclI.'tldth of
this detQl is odhered to.
MAXIMUM TRENCH WIDTH DETAIL FOR EXCAVATIONS
GREATtR T,HAN $ IN Dl':PTH, WIllIIN PUBWl:; RIGHT-OF-WA.Y
M4XINUN TRENCH WIDTH DET41L fOR EXC4V4TIONS
5' OR LESS IN OEPTM- lIlTHllt PUBUC RIGHT-OF-WAY
R-3286-8V
Curb Inlet Frame. Grate, CUrb Box
Heovy Duty
I
~
a
.
l
s
II
i
i
J
I
t
i
~
R-4215-C
Convex Grate
H..... Duty
For side ditd1 drainage.
~
oJ
'fl'~f
.~ ~I
...
l'l
-:>;
~.!-
J,G<
7Si
it
c.
~:rNC~
Fl.AI<<ltOFCASllfG
~1/2.Bl1IYLIlUIlJEA
B1.SEEXTRUlWlLEPREFOfIt.IED
~Jk,~~JOlt
~
nos
~,""''':,::.~.
".':;:!":,' ...../ I
..~ J "~~,{;l
34"0.0. So
Cllc.j
<Cf u
.CJ . E ;H
2 ill 1 ~~
W ~ I "'..
en ~ i 11
Wo c
-00 !lI
EX: 00 :R,p
Oed: U
J.'
"..
~1
i~
REVISIONS
~
::t;
~.
;::!~ ~
::.i::::
~~ . ~ ....
Eo-; '~l::l~ ~
~~~"l;'" ~
h:::!lli!o
~ )"~h~ 23
~;:s""~() ill:i
~t;j!.l:~E.: ~
rt.i ~!>:1O'):oo: tIj
~ ~~~~ ~
~~:"!: ~ ~
~q)~ u ~
E::~ fI)
~ilt
U
~
08-01-06
Ootc
0660086.1 A
.Job No.:
"'"
CR-501
SECTION ~A-A.
PRECAST CONCRETE ADJUSTING RING DETAIL
EGge of poYement",",\
\
~~SIA
IHIMl I"'8quirtd for storm Seweralcv/Vert8 UN28r pQlt8fl'letl't
eqUlre<l' 'for 4Tom'I e_..-.Iwvon. ovtlIIde of DClYOIiI,,",
r.~ed in ''" TO 12" bGJ<lnCed Df:t8
~~oulb":":'~::'~~,,{~: o~4=S:t.~.~'=$IQverr<<rt
Obi" coted on hyclro.rto'l'lc deSign basIS :"cr..G resina corctdlll"'~ rigId "'or bookf1lpwpo_a
CONCRElE CRADLE DETAIL
I
~
HOLEY MOLEr SllS
"DIG SAFELY"
jA
I ~
J "IT'S THE LAW"
... C4LL Z ItWlQYG 04)5' I1tFDRC n;tU IJI(;
t 1-e(J(HJ82-5544
,.. CAU n:u FREE
I P[RIIIJNrM,$IA1tlMIClH-2I.
ItlSoIIGAImlHElAWTOEXtMNE1IllIOJJ'
IIJ1IF'YIGDlEUIlDEAGROtJlDL<<A1llN
SEJM::[ 110 (2) WCRICINC Dl\'lS EIERJII:
..........-.
.
II
I I
I I
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I I
I I
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I '
I '
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I'
II
I'
II
II
I I
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~I
I
i:
~I
~I
rl
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I'
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II
i I\"
'f
'fIT I"
. I
I
I
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~t
I
I
I
1"\ I" I"
t
: ~RS
I rPROP. STORM
~
S. GQD
'fl'~f
.~ ~I
w
0' 10' 20' 40' 80'
P"""""lII
~
L
:}
~d t
<tf ilil3
Clc66H
2 Wi" ~~
w~ "'s
en ~ i ~f
!!:! 8 i iii
,...00 Ii!
... 00 :As.
C <t .~
J.'
iDS
I"
I"
SCALL: 1"=40'
~1
I~
BENCHMARK DATA:
TaM
EL = 853.96 (NAVD 88)
TOP FLANGE BOLT ON HYDRANT lOCA TEO AT THE
~~~~~A~~DC~~~~~ ~iR~~i. INTERSECTION OF PENNSYLVANIA
BM #1
EL = 854.59 (NAVD 88)
D&A RED CAP lOCATED ON TOP OF Hill, 100' X EAST OF
THE SOUTHEAST CORNER OF BUILDING #701 CONGRESSIONAL
BLVD.
REVISIONS
i.I
i ~
I ~
408 ~
I
I:
. ~:
~ I ~I
i- . Iii:
2i I ~ I
0: . I
4 .4".4" TEt : _
2
3
.
5
PROPOSED
COMMERCIAL BUILDING
PAD = 856.3
F.F. .. 857.0
~
I
'I
I
I
'f :
I
~
, I
I I
I
I I
I~ I I
I I
1 I
I
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I 0
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, :~ t! ~~
'I~ :::.!.... ~
, ~ ~~ " ~ ~
e-;; ~ CIl
I~ o "O~~
, ::t:~~"'l:'" ~
I 1-t-- h::l!2o :c:
----r ~)"~h:x! ~
--
~ ;5~~O
I ~U~:t:&:!
I rQ ~~~~ ~
, I ~ ~~~~ :;j
I , I;>:i~"'l: ~
~ o::ctl~ t3 ~
t::;r:
og~ e-;;
~
~
tr.i
PROP. STORM
------
---------
~----
/ _ _ _ _ _ _ _ _ _ _ 45' BEND
~- ~ . --------------------
/ . \
~
Dm
I"
Dm
08-01-06
Dote
066ooB6.1A
oIcIbMo.:
CW-101
STANDARD PRACTICE DRAWING "A"
WATER AND SEWER SEPARATION DETAIL
DATE OF RtvlSIONS
MOB &/10/00
DATE or ISSUE:
J. CRAIG 1/19/911
NOm R~
WATER WAIN AND SANITARY SEWER
SHAlL BE: PlACED IN SEPARATE
TRt:NCH'"
CRAIlE
10'M1N.
3'
"~,
DEPTH Of
COYER
T'l'Ptr.AI WAlTR MAIN DFPTH
1. AU.. PIPE SHAlL HA\'E A
UINIMUM CS 54w CCMR.
lELEPHONE, CAS, ELEC'mIC,
CABLE lELE\IISlON. ETC.
ATER MAIN
TARY OR S1'OlUfI SEM:R
WA1'ER UAIN IA'V1NG PARAlln TO SfV'R
~
1/2 PIPE LrNGTH
1/2 PIPE LENGTH
I
: l
'-JOINT ,8" "~~
SANITART OIl STllRIl SEWER
iWATERMAIN
I
A
JOINT./
WATFR UAtN CROSstN('; SF"WF"R
~
S"TDPR-A.DWG
STANDARD PRACTICE DRAWING "H"
TYPICAL CHANNEL CROSSING
0" TE Cf' REVISIONS
MOB 8/10/00
DATE or ISSUE:
J. CRAIG 1/19/96
NO""
1, AU. PIPE USED IN CHANNEL CROSSING SHALL BE POI.. YETHYLENE PIPE
~~i:~.~R ':E~TR~~~A1~~ENOS. (SEE STANDARD PRACTICE
2. [XCAVA T10N WITHIM STREAM BtD TO BE 8AClCnu.ED
WITH APPROVED MATtR1AL AND COUPACTED.
......_ 1IDMW.DtAtem..
TJ~='j1'l>... -b...... .:..
,a lI~ifV~l ~ ~ A!l.l!I11"1~ /....
,filll;; '=II JIi11tI":""-'
j ~~~ I I I Ej)J,T~/7 /
~ \~ ~I ~ ,~Sll. I ~/ =-(nI'~
221~lltNO$llCO'D.
FClRlr~.l.NlCDl
'-DItrPI'EIoIAYUSE:
JZ1/Z'Dlt4$'1tNDI
-,'
:;.""
e
l
~
.
'---.IItASKOUIllEO.,.STAlt.
.&:Unv. III LOeM. AGDCIES
oucnt F IRON PIPE
fW.""""~1 ....-..... ll' ~0tI0..cLll' ~.
:~:o.o ill::=! .... lIIIl ::JlI=lIl='
'~~~iw~i l~ 111 ~~I':' '1~
~~~ BI W /'
\~-_ ~~ 11~~~~P'rl
~""...
.~
S
:;
~.CIIOll:AS~..,~&s"'AtF..
POI ~THYI ~F P1PF:'
p.. Ikf
==J/
!
i
!
I
~
I
t
I SVR-H.DWG
~
~ j!i EOGEflF"NolT.
. ~
~. ~
~-'..:r:-'
.... . I
I Lp,;====;
.....-1
"'-
'{1 J
WI!
~
STANDARD PRACTICE DRAWING "B"
STANDARD HYDRANT SETTING
FOR 12" AND LARGER WATER MAINS
DATE Of' REVISIONS
1108 8/10/00
DATt or lSSUE:
J. CRAIG 1/24/08
STANDARD PRACTICE DRAWING "C"
STANDARD HYDRANT SETTING
FOR 6" AND 8" WATER MAINS
DATE OF REVISIONS
1108 8/10/00
~"~A~ ~~/96
DATE OF RE\'ISlONS
IIOB 8/10/00
STANDARD PRACTICE DRAWING "G"
STANDARD 8" VALVE BOX AND COVER
DATE C$ ISSUE:
!c. IIEtHAN 1/3/08
WI!
--L
'n~~~~""
(~~ ~I
\ ~ A rJJD
1/4" ..OE . '/&" A ~KC::: ~~~'it)
DEEP GROOVES ~~c.: :;-g::
~c::5~
-=------ WI!
CAST IRON VAlVE
BOX UD
~
1113"4"
I I lOI/Z' I -I
4 ~ I y
~~VE BOX
'!!~ CAST IRON
.l"~
,,'t1I""I/~_A
""~'\.!!~. fOY r.
$~;",GIIT .~ ~ w
~~!O("~~5
i . '15=
. /...~~
" ~ .. '~l
nq :^- ..."", //J
~ .;'1:'<"
~v
'fl'mf ~
~i
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5=f~
g ~ . ;'I'
,;to
00 Sf
t
<t ~ ii!a
CJ ui ij ~~
2~ ",,;~
w f Ss
UJ9; 1$1
wg I~
[IUl ~
Ul ~~
C<c ;!;iIl
J.'
~ liiS
~:I
Ii
REVISIONS
,
2
3
.
5
g
~ ffl
E'o ~
~~ ~
~:!ll'" t\l.....
~~~ ~ ~
~ ~~~ ~ ~
h:::!ia::O ~
~ ).,~~5:! ~
~tl~:::iO ~
~ !.l::t:~
~ ~~t') ~ ~
~ &!&l~;S ~
~~~ ~ --=:
~~~ t3 ~
~ e-;;
~ ~
~
CIi
_e,
MKT
"'81:
GAC
"""'" e, r'"
'lot
~
1"=40'
....c
OB-01-06
Dote
NO~
1. FOR INSTAU.ATlON Of 1r ok LARCER DISTRIBUTION WAIN.
2. ALL HYDRANTS SHALL BE RESlRAINED TO THE HYDRANT
TEE: WITH DUCTILE IRON BRANQi PIPING ENCASED
IN POI.. "I'ETHY\..Dllt WRAP.
3. SWIVEl gO" BEND NAY BE USED TO INSTALL
HYDRANT AND VAl\€ IN GRASS SlRlP BETWEtN
CURB a: SlDEWAlIC.
4. A IIANUFACTURED "OUT OF SERVICE" SIGH WIU. BE
REOUIRm ON HYDRANTS UNTIl. ..AlN HAS BtOI PLACED
'N SERVICE" BY THE INSPECTOR.
~ '--';
i i= ~. r TRACt Yt1RE lOOP
,., ~ ey 1S....IN.
',' IE I I
!Ii
~ ~ O~ /,,"TRACE 'MRE lOOP
~ I"'S ~ ev 1B"..IN.
g: \ SlDEWAlIC I I
NOTES:
1. ALL HYDRANlS SHIIU. BE RESTRAINED TO tHE HYDRANT
TEE: WITH DUCTIlE IRON BRANOl PIPING ENCASED
IN POLYETHYlENE ""AP.
2. SWML 80" BEND NAY BE USED TO INSTAll
HYDRANT AND VAl'vE IN GRASS STRIP BElYofiN
CURB It SlDEWAI.IC.
3. A MANUFACTURED "OUT Of SERVIC['" SIGN WIll BE
REQUIRED CN HYDRANTS UNTIL "'AIN HAS BEEN PLACE!;)
'N SERVICE" BY THE INSPECTOR.
i
f~
~ ~ ". , / TRAct WIRE LOOP
~ ~ ey 18"1IIN.
IE I I
71
10
r-'( ~
tl~
~"~
~
.
'1
VAl \If' ROX un
03/8"lJ-t
"IN.. 12"
J.-
"An: 19 CAlV. WIRE
"s. HOOK I)rTAIL
STDPR-,G..DWG
I
DATE Of' R~S
MOB B/14/oo
INSTALL 3
"S" HOOKS
(SEt DETAI.)
,~
,~
. __8" PIPE (LOWER
--- SECTION)
2" VALVE_
OPERATING NUT
-II
~
~
r"" TER MAIN
lIT "TI.
06600B6.1A
Job No.:
""""'"
CW-501
~1
10
r-B ;;j
>~b'\~: .'T
~1^"'"
'iD S'M\n lEE REQJ1RED
~:h ~.""'GERPFE
.' ,- l.~"'T VAl"
L ~A1NED DI PIPE DR COlJPI.ING
(LENGTH VARIES AS NEEDED)
ffi~::o.~ ::m
WEll.. TAMPED (lRAVD.
PlACE lOOSE STONE OR GRAVEl
AROUND DRAIN AS SPECIFItD BY
HYDRANT IIANUF AC1URER. STONE OR
GRAVEL MUST EXTEND A IIINlIIUM ot
8w ABOVE H'l'DRANt SHOE.
srcnON VIEW
(I'olTH 5IOEWAlK)
i>-~~
1 r~ TEE RECUlRm
./'1"1\ FOR 12" II: LARGER PIPE
\ \...~ANT VAl'"
, \. ~(sTR""NED Dl PIPE OR COUPlING
(LENGTH VARIES AS NEEDED)
T HYDRANT SHOE ON SOLID
~THt'='~GR~~E OR
PLACE lOOSE $TONE OR GRAVEl.
AROUND DRAIN AS SPEaflm BY
HYDRANT MANUfACTURER. STONE OR
GRAVEL MUST txTEND A WlNIIIUM OF
6" ABOVE tMlRANT SHOE.
~
(I'olTHOUT SIDEWAlK)
STDPR-B.ov.c
STANDARD PRACTICE DRAWING" J"
2" POST FLUSHING HYDRANT
FOR 3", 4", 6", 8" PIPE
DA tt Of' REVISIONS
MOB 8/14/00
DATE OF ISSUE:
J. CRAIG 12/28/95
6" VAlIJE BOX It lI)
(sa: STD. PRACTICE D'Ml "G")
-
ADE
BLEED A$SEUBL Y REQ'D
(SEE DETAIL. AT RIGHT)
}//4' 5AIlPlE EIlml
i"1/2"X1/4" CAlV. BUSHING
1/ iJ. /2" VAL; F1PT 2 1/2" "
2" GAL V. FlRt HOSE touPuNC
90" BEND
2" GALV.~ I '" "i CAlV. PIPE
PU'E ,;;-= :;v. TEE
RI rrn A~FlI y OFTAII
.r"RADE
~NGCURe r-- P/?~;fW~
~4=~:- ~ ~$
~-:,.VAl"'STEM- ///////
:/j':"", STEM ADAPTE~ 'Y/// ~NOIST\JRBEO
'i: .... \ f- "" n, SOIL
~ ~. W7eRACNG
~ ~ck AND GRAvn.
3"4":OIl/f~!j Y'/
WA 1ER IIA1N BRONZE BODY BIIU.
PWG NTH 2" TAP ~ .:1~:c~1ED
2"1C8" BRASS PIPE ~~ 't-~~ AS
~
STDPR-J.DWG
!Ii
~ ~ It.. _lRACE: WIRE lOOP
15 ::IIev1~MIN.
~ ~SIOEWA" 7 I I
"~.
"~.
'''''f
~r~
Tt::
VEL TEE
VEL TEE
, \ ~ESTRAlNEO 01 PIPE OIl COVPlJNG
(LENGTH VARIES AS NEEDED)
T H"l'ORANT SHOE ON SOLID
EARTH. BROKEN STONE OR
WEU. TAMPED GRAvn.
PlACE lOOSE STONE OR GRAVEl.
AROUND DRAIN AS SPEanED BY
HYDRANTIMNUFACTURER. STONE DR
GRAVD. MUST EXlDI) A MINIMUM Of
6" ABOvE H"I'DRANT SHOE.
SFCTION V1FW
(I'olTHOUT 5IOEWAlK)
"l jlI;STIl~"". pOPE OIl COUPlJ<G
(LENGTH VARIES AS NEtDED)
.~LHYORANT SHOE ON sam
~~~~~ OR
PLACE lOOSE STONE OR GRAVEl.
AROUND DRAIN AS SPEanED BY
HYDRANT IlANUFACTURER. STONE OR
GRAVtl. IlUST EXTEND A IIlNlIIUW OF
6" ABOVE H'1OOANT SHOE.
SF-CTION VIEW
(I'olTH SIDEWAlK)
STDPR-C.DWG
STANDARD PRACTICE DRAWING "K"
2" PQST f.LU~NG HYD~T
FOR 12 , 16 ,20 AND 24 PIPE
DATE Of' RtvlSlONS
MOB 8/14/00
DATE Of' ISSUE:
J. CRAIG 12/28/95
8" VAl..VE BOX . UD
(SEE STD. PRACTICE. owe. "G1
-
AIlE
f)i/4-, SAMPlE BlEED
1/2"1C1/4" CAlV. BUSHING
r2"VAl..V(
2" CALVo / ~Rr..1~ 1~~C
80" BEND
2" CAlV.",",,- I r I ,,~ X' GAlV. PIPE
PIPE 'l "-2"lCt/2" GAlV. TEE
) .l.---THRtADED END
BLEED ASSDlBl Y REQ"D
(SEE DtTAll AT RIGHT)
RI rrn ASSFURI Y OF'TAIL
rGR.AIlE
'/ ~ERA1.G CURB ~;~~av/ /. I
. w; ~LO'" W1NG r-- ~ SUPPGR.T BRACKET
'0};" PVC =v<- ~ W ~
~'1VAlU"'- ///////OISTURBEO
~VAl'" STEM AD~ ~ ,/,/ / ~L
/'/ A-..-fII ,., ,n"
0~ r/=R)- /l/7 BR.oNG
/. TONE ANO GRAVEl
'/ '7777. Y' /
12" 'tHRU 24" TEE . /~J
WATER MAIN " BRONZE BODY BALL
PWG wtr TAP ~~ A~~:~~LATED
2"xS" BRASS PIPE ~~~ ~AI..~ AS
~
stDPR-K.DWG
VAl'" ~""\ r
(] 11
~\
~
STANDARD PRACTICE DRAWING "0"
INST ALLA TION OF RESTRAINTS
DATE OF ISSUt:
J. CR....G 10/10/95
I: RESTRAINER LrGtNO
~-~e:ao~ ~_~~AtID
..._.tr~~'I35O. I .nT1IC~MDrlIl..UIO
.' IJtOfH:IFtlllc-tOOf'lllCfI'IIl!: Ftlllc-eoo_....:
MAIN FNOING WITH BLOW-OFF
ASSF"MBI Y OR HYDRANT
rllrllM<<S_lHlLOIJ-OFT .IT r-SIlITAfJPDlPWO
I ~.I.o.
MAlMStr"L.AllGDWlHIIILOW-ClFF lUa:~.I'UlG_,"rT""
lW4SlZEIC~Ta.J~m:=
I"t.IAlNS_THIITllllAH1
FlFNO RfSTRAINT
L AlLIrNDSIltOUIltIt[SlltAflDtS.
2. ALLKJClSMC.DUC1UVlOIIAMlJl(QlJII[(1)GllPIIlNO
CIIUOl:SIDE:"HFIT1lNCl.
.1 51~~~m::~~~-eANDS
QltACllSlDE:OIHPTnlICClCoONT_T.
4.1IItUST1LOQCIItClUIt[DllNALL4&."WIlDlDS.
If~
rYAlNSIIITIlll'lUltAllT lUlU
OIl :t:()
12"MAIICS"LAItCDl.lHtI'I'DRAIO' If ~9.~~m:=
1olC11lTIl[$'fItMrIT"~~JlINll~
MAIN IINF' REDUCER
....~ lIS[tClll'IlIrIlI.t oDNTllES'lRAIID:....1!I
llNtACIISltItOFIlOlUCEIL
I< ..."10.. I<
12"&LAIC!Jt: USEZ.aMTItts1IlAIIDISONMI.AItllD:SIIlE
0-.211': USEl_IIINC&., FDl4TRES'TRAIId
CH tHtSWAl.LSllto-. 'IfI.
II JI INC...., '"
FITTING RfSlRAINT Yo1TH PF PIPE
(1).atlTIlES'IItANTAIIO(1)c:M'ItICQltACIISCI:
/:::-"\
nt IIf J I ~ I,;r
"'-,ro-Y
::Jti h
(Z}.IClIfTIlES'laAlNTSNG(1)CltPIIIIlCQI[ACHSIIE
ALL THREAD RODS
W1TH NUTS 0& ~
\
'11""""
2 SINGlE-BAND 1~
STDPR-O.DWG
GRIP RING WlTHOUI"\ IIJ RING WITH TRANSlTlO
RODS OR 2 SINGLE GASKfT ACCESSORY SET
BAND 1300 . WTH RODS It NUTS
PVC PIPE) HYDRANT TEE'""\. \ r3
I - .I"b:iC::L \ ~ ,3"PEPlPE
11111 -1._
'iT III
" "\""'1
GRIP RING, ROMAC/MEGAWG\
OR 2 SINGLE BAND 1300 if
..J ~~"" ~J ADAPTER OIl
::= 2 POLY SINGLE
~ BANOS 1300-S
~ YI1.ftt~TSIN~~ =STO
d ::-(~~t~~C~F~~ER
JOINT RESTRAINT OnATL
PlMoq~~&~
I \ '[I'~~ !'l
~;:o;
~.!.
" " " $~
.~ ~ t!
4-JCP go", i:jo
W 0"
'-BNFf ~. if
(J 0
3-ACA ~ <tf ill iLl
CJ ui ~ !i
2~" -~
to ~lEl
4-JCP W l~,;.
l-BNH 'i cn<tl:!!~
B .2'~
W 0 :a~
F=-'-ACA_ _ -(/) ~
a:(/) ;alb
C4-JCP 0<3: iU
J.'
"..
l-BNH a
l1-ICG
- -- - H
00
l-ACA
E
,
! 30' 5' 1:;;// //)}//'// / ///; ~ GR~~o.rll
i GREENBELT ~ .~ . .-.,., . .-.,., . .-.,., L ~. ~ .,rJ'oo. -"'^~ ~- 0-
J-ACA : ~ ~ ~~ /\:). ..~ /\)... ..~ /\:>.. F ..~ /\,,-.~ "< / .(' i - <, "'=' n_'~. <. .. ..._ __m__ nm ,--X;Y-- n.) ,ji ,/\ '\..Y /\ ). .~ . _;:Z<\~ j -~ ~ . ~ '<
:= ( 1 ~r~:~\~~: :~~~~~:~~:~~\:~~~~~~\~~~~~~~.~~\:~~~C~~ '~~~::~~~~ ~,_
$-ICG t
I
. I
001
~~' (n/~~'~~ ,Y ~!\~~ \r'^ ~~ I~' 0 ~~~ ~
. '.~ "_~ Y I ?r, 11 ~' 'l.
; : ~ ll(':~IV~ ~ ~ ~oo ere ' Ii~-!-'. '. ' vv.-' ,. . ." '~.,..1'>- .;:
3HAC ~ .J~~ .1 ~ L,_PCM ~~=~ D~\ L-._~ \ 1['-'0. '-lOP j (" or! ve-p", ).
!-PGO ~ t.~ 1 I n ~ -HOR' ,-..., 3-SJG ~2-CKC L-,_PON '-BNN _ .0 _~ 0 "I'!l~/
'.FlW .....~ ~ -'-BNH O. ~ 1Jl... ~ 0"~
,-- f~~~ : f _ =- -- ,~- 00 ~"'-~) ~]; ~
\ -j,;,~ ~ ~- ,- .~ - ~--jJ = :
I
I
I
f)" ~~ :1 PROPOSED .-~ == ~l =
1-ARR ._ 0 (;.~ I hi ~OMMERCIAL BUILDING :=::w ,," /~ '<1'
^u- .. rl- 3-J." PAD = 856.3 1-ACA '\ \ -
= ;~ . ~.. j ~ F.F. - 857.0 ~~oo e<,~ 17~'- R~~&' HSF
1-ARR +-- 00 '111:~tf l ~
l I r:r'>h 00 ~. ~~
~~'- .~:;~ > - ~ ~o '::} -~~ ~~
1-PGQ ~. 17'=\" 0 '.f '-CSF S 0 _ I ~
1-ARR +- 0 '~I~_ 3-~ .;~/~ '---'- ~1) .,----1-..
:=~ -; ~ ~ - -111- T IS o~o~~oo~ ~- .;~~s~'-- - -~ ~.:::~
L~DSCAPE NOTES: ~ .. ....- ,Q'~ ~n/A. "~",.,..'-.....~:' ;::::s"-"'."""'.O,"'TSHAU.:'::.,._...........:.~:,& ......~....~~... 3"""''''_
1.) CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS REQUIRED. All CONSTRUCTION SHALL CONFORM TO 10.) THE LANDSCAPE CONTRACTOR SHAll BE RESPONSIBLE FOR HIS ~ LAYOUT WORK. If ANY DISCREPANCY EXISTS BETWEEN .,.......... ~ _.... ,",'~
APPUCABL! CITY. STAlE. AND lOCAl STANDARDS AND CODES. lHE QUANTITIES. SIZES OR MATERIALS INDICATED ON THE PLAN AND SHOWN IN THE PLANT UST, THE PLAN SHALL GOVERN.
2.) CAlL -HOlEY MOLEY'. 1-S0Q-382-5s.w. 2 WORKINH DAYS PRIOR TO THE ,START OF' ANY DIGGING. ~=~C~i i~~~~ ~~N~O~A~:~::E~o:f P~"iNgrp~~ DRAINAGE OR OTHER UNUSUAl SUBSURFACE: :V ~~
;~l~~U:~C:~~~D Tg~~s A~Eu~i?~N~~~~G1~~y Sl~S~~~~:A~gR ~~~~A::~yS~~~~~~ 13.) ALL SHRUB BEDS ADJACENT TO LAYm AREAS SHAlt. HAVE A SPADED EDGE BORDER. UNLESS METAL EDGE BORDER IS ~~~~" / I ~ :-:;c:u::n
DIGGING SINCE ACTUAL UNDERGROUND UTILITIES MAY NOT BE AS SHOWN. SPEC1f'IED. .P
6".... [XlSTlNC ~ TMUI.Qf, HO!.b AWAY
4) CONlRACTOR SHAll. MAKE HIMSEl.}'" THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTlUTY LOCATIONS PRIOR TO ANY 14.) PRE-001ERGENT HERBICIDE SHALl. BE USED UNDER THE BARK MULCH IN ALl. LANDSCAPE BEDS, TYP. SU8GRADE f'ROW TREE.:r WIN.
TRENCHING AND VERIFY LOCA TlONS AND DEPTHS OF' ALL UTIUTIES. IT IS THE lANDSCAPE CONTRACTORS RESPONSIBILITY TO VISIT . ~ ~ FltC* WITH SA.UCDl'
THE SITE PRIOR TO BID SUBMITTAL. TO BECOME FAMIUAR WITH EXISTING CONDI1JONS AT THE SIlL ~~~Iti7:~A~~1ALAR~~ ~~~A~A,;Nl~~~~~~:r'::~~~~~ :Rp~~~DWOOD BARK MULCH FREE OF 1:r WI. 1'r'P. ~~~C~AU. IItlCX)PClST(2'LCING)
5.) THE EARTHWORK CONTRACTOR IS RESPONSIBLE fOR ROUGH GRADING IN ALl. TURF AND LANDSCAPE AREAS. SHRUB PlANTING _ NO SCALE ROT PItOCf' IllW' IllIMJl fWSHW/ atAU:
16.) LANDSCAPE CONlRACTOR SHALl. SEED AU. AREAS DISTURBED BY CONSTRUCTION NOT DESIGNATED TO BE SODDED. FI$l ClWl[
'-ANI
11-ICG ~
'-ANI ~
~
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4-JCP
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HOLEY MOLEY S4lS
"DIG SAFELY"
~ ~
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REVISIONS
1 $lJ8t,llTTm FOR lAC REW:W
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SEE PLAN
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08.01.06
....
0660086.1 A
Job No.:
IShed NO-'
L101
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6.) PRIOR TO SPREADING THE TOPSOIL THE LANDSCAPE CON1RACTOR SHAlL INSPECT AND ACCEPT AlL BASE GRADES. ANY
DEVIATION FROM UNE AND GRADE INDICATED ON THE GRADING PLAN SHALL BE CORRECTED BEFORE PLACING ANY TOPSOIL.
PlAN'IlNCSClI.PlI[JYJU,1lONFllIPEIDll/W.!:J~A1PUNTS
1'LAC[4"LA'ItIl "POollUlSSAND!us.rs~1D-!ftlttLlZtll:ptl:1DDs.r. 0\0
TOPmLINBmAREA.lIUfO'lU lOA IlIllUl 1I[p1ll OfU". 'lESTtlI'Sl1lUT11lE
RlR PH wo.. AlWST '" lDR[QS1[t IIETIEDI e AND u. f'lltPAR[ PlAII'llNG IlDl
YtlIIJII'l1I01UICSPllD:1OPUNIIG.
>T'"
lOX 8ACKnu. AS
~~v
not""'"
"""" ......
-SETBA.U.CIN
lHllS1UR8ED SOIl.
17.) LANOSCAPE CONlRACTOR SHALl. WORK OVER LAWN AREAS THAT HAVE REMAINED PARTIALLY INTACT, TOP DRESSING WITH
SOIL SCARIFYING, AND SEEDING TO FORM A SMOOTH, ruu.. EVEN LAWN, FREE OF BARE SPOTS. INDENTATIONS. AND WEEDS.
le.) SEED LAWN AREAS WITH COMMON SUNNY MIX GRASS SEED
40% GNOME KENTUCKY BLUEGRASS
20:; PERNIl1.E OR BOREAL KENTUCKY BLUEGRASS
20% CREEPER CREEPING REO F'ESClIE
20" PERENNIAL RYEGRASS
SEEO ...T A RATE OF 5 LBS. PER 1,000 sn.
19.) THE LANDSCAPE CONTRACTOR SHAll. WARRANT ALl. PROVIDED AND INSTALLED PLANT MATERIAL FROM DEATH AND
UNSATISFACTORY GROWTH FOR A PERIOD OF ONE ytAR FROM SUBSTANTIAL COMPLETION. THE CONlRACTOR SHALL REPLACE All.
DEAD PLANT WATERIAlIMUEDIATELY DURING THE PROPER PlANllNG SEASON. PLANT UAl'ER1AL MORE THAN 25" DEAD AT THE
END OF THE WARRANTY PERlOO SHALL BE REPLACED. REPLACELtENTS SHALL BE UMI1[D TO ONE PER PROVIDED AND INSTAlLED
PLANT UNLtsS THE LANDSCAPE CONTRACTOR FAlLS TO COUPLY WITH ANY OR All. REQUIREMENlS.
7.) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND PREPARATION or AlL LAYm AND LANDSCAPE AREAS.
a) All. GRADING, unuTY. AND IRRIGA1JON WORK SHAlL BE COMPLETED PRIOR TO INSTAlLATION OF PlANT MATERIAL AND
LANDSCAPE MULCH. THE LANDSCAPE CONlRACTOR SHAll. COORDINATE WORK WITH ALL CONTRACTORS ON Silt TO IIlINlMlZE REDO
rF COI.IPtETED LANDSCAPE WORK. AND DAMAGE TO PLANT MATERIAL
9.) LANDSCAPE CONTRACTOR SHAll. COORDINATE PLANTING 'MTH THE IRRIGATION CONTRACTOR TO MINIMIZE CONFUCTS WITH
SPRINKLER HEADS AND UNES. LANDSCAPE CONlRACTOR SHAll ENSURE PROPER WATERING OF PLANTEO AND SEEDED AREAS
BEFORE. DURING. AND AfTER INSTALLATION AND THROUGHOUT THE WARRANlY PERIOD.
fi
"""""'.....
PLAMlS-I'I>>ftAl
""""'.........
DEPtHRlRSI'ECiES
~ WLOlr;...
TREE PLANTING - NO SCALE
TREE BRACING SCHEDULE
DEQDUOUS
LESS THAN 2 . CAL
2 1 2. OR GREATER CAL
~ ~ ~ ~ f'~W .....""SOL...
.J"lfi!W' """""'......
,. .......
PERENNIAL PLANTING - NO SCALE
E'vtRGREEN
UNDER 6'
6' 8'
6RAClNG TECHNIQUE
2 STAKES
3 ANCHORS &: CABLE
"IT'S THE LAW"
CAU. 2 ffORK/NQ 011)'$ BUORC KlU DIG
1-800-382-5544
CALI. lll<L FREE
PERIIIXNMSTATtlAWa-1-26.
rrlSliGMGJDElAIlOEXCAV1J[.ntDUI'
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2 , i'P. . 0 I?'\ N": "I "'...~ .. ~ . e n- e . e -n~. ~\~ ~. \.. . / l tJ> ,,/ Y l '
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LANDSCAPE PLANTING LIST:
KEY QUAI DEClOUOUS TREE - BOTANICAL NAME
ANI 2-4 AeER NIGRUM
ARR 1.3 AeER RUBRUM 'RED SUNSE
CBr 2S CARPINUS BEWLUS
COMMON NAME
BLACK ldAPLE
RED SUNSET MAPLE
EuROPEAN HORNBEAM
SIZE
2-1 2 CAL
2-1/ CAL
2-1 2 CAL
REMARKS
B&8
B&8
B&8
KEY QUAil ORNAMENTAL TREE-BOTANICAl NAME I COMMON NAME
ACA 45 AMELANCH'ER CANADENSlS 3 SHADBLOW SERVICEBERRY
AGR 24 ACER GRISEUU
BNH 31 BEtuLA NIGRA 'HERITAGE'
eKe 6 CORNUS KOUSA CHINENSlS WHI
MRJ 27 MALUS 'RED JEWEL' RED .E\\€L CRAB
SYMBOL
SIZE REMARKS SYMBOl KEY OUAN EVERGREEN SHRUB-BOTANICAL NAME COMMON NAME
1-1 2 CAl 8&:8, CLUMP ICG 2351tRENATA GREEN LUSTRE GREEN WSlRE HOLLY
1-1 2 CAL B&8. CLUMP 65; lOP 45 OPI\CA AMERICAN HOl..L Y
1-1 2 CAL 8&:8, CLUMP JCP 36 CHINENSIS F1TZERlANA COMPACT 'PF1TZER JUNIPER
1-1 2 CAL BkB JMl 37 ..lJNIPEROUS W1L TONlI BLUE CHIP BLUE CHIP .AJNIPER
1-1 2. CAL B&8
SIZE REMARKS SYMBOl KEY QUAN PERENNiAl '" G.C.-BOTANICAl NAME COMMON NAME
36. HT. HSW 11 HOSTA S1EBOI..DIANA 'r.W.' FRANCES W1WAMS HOSTA
24 HT. UAB 10 URJOP[ MUSCARI 'BIG SLUE' BIG BLUE Ul YTURF
36" HT. 000
SIZE REMARKS SYMBOL
24. HT.
6' HT. SPECIMEN 0
24. HT.
24" SPREAD 0 0
SIZE REMARKS SYIoIBOl
NO. 1 CONT. 24. D.C
NO. 1 CONT.
o
l<EY QUAI EVERGREEN TREE - BOTANICAl NAM
PGO 28 PICEA GLAUCA 'OENSATA'
POM 17 PICEA OMORIKA
PPH 12 PICEA PUNGENS 'HOQPSU
COMMON NAME
BLACK HIUS SPRUCE
SERBIAN SPRUCE
HOOPSI COlORADO BLUE SPRUCE
KEY QUA~ DEClDOUS SHRUB - BOTANICAL NAM
EAC 34 EUONYMUS AlATA COM?ACTUS
SJG " I A JAPONICA G LAM
VPT " VIBURNUM PLlCATUM TOMENTOSUM
COMMON NAME
DWARr BURNING BUSH
LAM J A
MARIESI DousLEFlLE VIBURNUM
I - = ~ct
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REVISIONS
SIZE
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REMARKS
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SYMBOL
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lot:
SEE PLAN
-~
OB.Ol.06
Date:
066086.1 A
.tob No.:
;boet N~,
L102
I
I
1-AGR
I
,
I
I
I
--1
I
J-MRJ
4-JCP
1-BNH
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'-ACA
I
I
4-JCP
1-BNH
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I
I
1
'-ACA
4-JCP
1-BNH
11-1eG
1-ACA
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40'
SCAlE: 1"-20'
HOLf:Y MOLer 54 rs
"DIG SAFELY"
G ~
(~
~
"IT'S THE LAW"
CAU. 2 ItI::MlCING ons BUORC lW DIG
1-800-382-5544
CALL mu. FREE
PER ~ STAll. 1AI' IC8-t-26.
ITIS~THElRflOEXCAVA1[1lTHOUT
l<<)1F'HTH[lHlERGROUJC)l.OCA1IJIf
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