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HomeMy WebLinkAboutApplication ADLS u u Fahey, Joyce 0 From: Sent: To: Cc: Subject: Dobosiewicz, Jon C Friday, January 17, 2003 11 :55 AM Fahey, Joyce D Lillig, Laurence M; Hollibaugh, Mike Pi Brewer, Scott I Docket Number Assignment - DP/ADLS; West Carmel Center, Block B . The Goddard School Joyce, Please print and fax this e,-mail to the petitioner identified below and update the file. I have issued the necessary Docket Numbers for West Carmel Center, Block B - The Goddard School, DP/ADLS. It will be the following: 01-03 DPI ADLS $728 + $807.31 ($728+$36.5 per acre @ 2.173 acres) Total }"'ee: $1,535.31 Docket No. 01-03 DP/ADLS; West Carmel Center, Block B - The Goddard School The applicant seeks approval to construct a day care / preschool. The site is located on the east side of Commerce Drive just north ofCarwinion Way. The site is zoned B-S (Business) and is subject to the Michigan Road Corridor Overlay Zone requirements by conmlitment. Filed by James Peck of Civil Designs, LLP for The Goddard School. Please note the following: o This Item appeared on the January 15,2003 agenda of the Technical Advisory Committee. o Mailed and Published Public Notice needs to occur no later than Friday, January 24,2003. Published notice is required within the Indianapolis Star. o Twenty (20) Informational Packets must be delivered to Plan Conmlission Secretary Ramona Hancock no later than noon, Friday, Febmary 7,2003. Failure to submit Informational Packets by this time will result in the tabling of the petition to the Tuesday, March 18,2003, agenda of the Plan Commission. o Proof of Notice will need to be received by tIns Department no later than noon, Monday, February 17,2003. Failure to submit Proof of Notice by this time will result in the tabling ofthe petition. o This Item will appear on the February 18, 2003 agenda ofthe Plan Commission under Public Hearings. o This Item may also appear on the March 4,2003 agenda of the Plan Commission Special Studies Committee. o The petitioner will need to provide one fully fIlled out Findings-of-Fatt sheets for the DP the hight of the meeting at which the Plan Commission takes final action on the request. oThis item will not be placed on the docket of the Plan Commission without receiving an application for Commitment Amendment allowing the proposed use and reducing the required 3 acre minimum tTact size for Development Plan consideration. The notice deadline for the Commitment Amendment is Friday, January 24th. Please contact Jim Peck at 317-244-1968 (Fax: 317-244-1969) with this information. Once the docket is assigned please retum the file to my office. ~ . ey/ ~-7G /~/ 7- cJD Thanks, cJ / Jon 1 -~ - - -~'- -.---...... - ._~ , 5 \..:~.. t!\(l<. .... '.. :Q.' .'....'.L1O...I;.. '..~.~~ ~ ,1,...., . ~ {PID ->~u~ { u u o o u u o U J U U o u u u o iJ U o u u Date: December 20. 2002 DOCKET NO. "- ~'.~:{ '-... ~ <0 AP~~~CATION for ARCHITECTURAL DESIGN. LIGHTING. and SIGNAGE ~~<{; l'~\- ~~J \~ ~$l - FEE: $700.00 -\';> \)\J\JS . (Plus $35.00 per acre when NOT accompanied by a Development Plan) Name of Project: The Goddard School Address: 10445 Commerce Drive. Canuel. Indiana Type of Project: DaycarefPreschool Applicant: ASPENGOLD. LLC Phone No. (614) 880 -1470 Contact Person: Civil Designs. LLP - Jim Peck Phone No. (317) 244 - 1968 Address: 2415 Directors Row. Suite E ~ Indianapolis. IN 46241 Legal Description: To be typewritten on a separate sheet. Area (in acres) 2.173 Acres Zoning: B-5 (U.S. 421 Overlay District) Owner of Real Estate: Fred C. Wurster. Paul W. Sweeney. and 421 Realty Co. Inc. Carmel: Clay Township: Annexation: Y or N Other Approvals Needed: PARKING No. of Spaces Provided: 28 Spaces No. of Spaces Required: 37 Spaces DESIGN INFORMATION Type of Building: Type V-No Occupancy E No. of Buildings: One (1) Square Footage: 8.197 S.F. Height: 33'-3" to Ridge Line No. of Stories: One (1) Exterior Materials: Brick Colors: Red Maximum No. of Ten ants: One (l) Type of Uses: Davcare/Preschool Water by: Indianapolis Water Company Sewer by: Clay Township Regional Waste u u o o u o u u LIGHTING Type of Fixture: Wall Mounted No. of Fixtures: Eleven (11) Height of Fixture: Additional Lighting: * Plans to be submitted showing foot candle spread at property lines, per Ordinance. SIGNAGE No. of Signs: Two (2) Marquee Building Sign! Type of Signs: Building Logo Sign Location(s): Entrance Canopy / Entrance Wall ~ ~I U Marquee - 18' -10" x 2'-2" Dimensions of each sign: L02:o - 3'-10" x 2'-7" u u u Marquee - 40.81 S.F. Square Footage of Each Sign: Logo - 10.12 S.F. Marquee - 15'-6" Top of Sign Total Height of Each Sign: Logo - 7' -6" Top of Sign LANDSCAPING * Plans to be submitted showing plant types, sizes, and locations. ***************************************************************.**~***** 'I U . .<L Jh~_ unde;~}fg1ed, to the best of my knowledge and belief, submit the above information . - . / . . ..:-::a( ~.-ana~:(9;!etu. -- '" ~ . l""/" .~ ~ -~.:t ~- ~.~:-- :. ::: :"Si ~t{lre .Q~~~ppHcant ~ >~~ - -.. -.c"--,"j -.::: y~~' . . i'ame~~nvL 'p eck . ....(PrintY""' Partner Title o o 12120/2002 Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * r 1 U State of Indiana, ss: o o o o [J County of Marion Before me the undersigned, a Notary Public for Ma r i on county, and acknowledged the December; 2002. State of Indiana, personally appeared James M. PeG'k Execution of the foregoing instrument this 20 t h Resident Of Johnson COtlnty u o o o [J u o o o u . [J o o u u u o o o LJ u Part Two: Legal Description u u u u u u u U LJ o o LAND DESCRIPTION Part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located In Cloy Township, Hamilton County. Indiana being bounded as follows: u u u u u u [J D BEGINNING at 0 point on the East line of the Northwest Quarter of Section 7, Township 17 North, Range 3 East, said, point of beginning being South 00 degrees 25 minutes 52 seconds East (assumed' bearing) 446.86 feet from the Northeast Corner of said Northwest Quarter; thence South 00 degrees 25 minutes 52 seconds East 418.37 feet along the East line of said Northwest Quarter to the northeastern corner of the 0.047 ocre portion of Block G of West Carmel Center os per plat thereof recorded os [insert recording information] by the Recorder of Hamilton County, Indiana, said point being on a non-tangent curve concave to the southeast and being North 25 degrees 09 minutes 19 seconds West 257.38 feet from the radius point of said curve, the following three courses are along the northern boundary of said 0.047 acre portion of Block G of West Carmel Center; 1) thence southwesterly 73.98 feet olong said curve to 0 point of reverse curvature, said point of reverse curvature being North 41 d~grees 37 minutes 29 seconds West 257.38 feet from the radius point of said curve and being South 41 degrees 37 minutes 29 seconds East 36.00 feet from the radius point of the reverse curve; 2) thence southwesterly and westerly 19.74 feet along said curve to a point of reverse curvature. said point of reverse curvature being South 10 degrees 12 minutes 25 seconds East 36.00 feet from the radius point of said c.urve and being North 10 degrees 12 minutes 25 seconds West 50.00 feet from the radius point of said reverse curve; thence westerly. southwesterly ond southerly 52.05 feet along said curve to a point on the right-or-way line of Commerce Drive (the South 81 degrees 03 minutes 10 seconds East 35.39 foot-long course: see the SPECIAL WARRANTY DEED recorded os instrument #9809836325 by said Recorder); thence North 81 degrees 03 minutes 10 seconds West 24.31 feet olong said right -of -way line of Commerce Drive; thence North 36 degrees 06 minutes 43 seconds West 319.06 feet olong the northeastern right-of ~way line of Commerce Drive; thence North 53 degrees 53 minutes 15 seconds East 403.63 feet to the POINT OF BEGINNING, containing 2.173 acres, more or less. o u u u o o o [J o o o o o o u u Part Three: Adjacent Property Owners o o u u [] o o (1 U ;j7F~:'l'.':"/;', ,<~',' "..' . ':. ~. .'. ':"<:',;:;;':.~ ~~::-:;'~ ~"'.r~/.;, ;~..~;.(.;.w? ;':;}:1: :';;>'~);f/7/(/(ff'//1~<:{>~;'X~::/b:W;;/;:'/"~;;~'/:;i;/%/;'.:~:"; ,/::.:.>.:<;:,;:: ~ ..:,/,//,' '.' .,;-/r/,.~,.::c.......:,~,.,.,> ./:.,/......z:.../1-"&(/////-W//.(1/F, ':~ ,~{,j,;M;;:0f "':i-:(;'/"">';/:/0;i,~'/A~~f-0~ '<"~:';>//" ~~.'_::~"'-~._~~::":~:::.J ';:/,[ \.-,;..-::.......//....-:-;~~/,:/u/../x' ';:' '}:.. '/~~ J::.;I;.~;;/-%/ ~0./;~F;/ 0 ,/,y,'/(/'/;"j-. , . ''':''<<<: ',' ,,",' w 106!~ ,ST..' . " ::.U. 'd~~~~~~" -/,. ... n '';:;~.. :'" ,_... . F...'..... .~~,,~ ~~.~".~..._.. ~~....:...'-.;'I':~. "~~-~;''!''''~-~:;'':'~~.~.;':'.;".. f:-f.::'~~' .~: :~;.~,:~~i i:--"~\~ u (PI t:lt (\""'V 0\ u u r) U o ~\:.:~. () ~>\ U 'f\ ~'\,-:~; ll\ D J o u [J " U r ) U u J l J J J L--> LJ L-J L-; ~ c= C~ ~ ~, ~j ~ c= c:-- c.:J , LJ c:=:J CJ c::J c=; Adjacent Property Owners Name Trident Foods L TD UKAN HLC I LLC Glendale Partners of West Carmel Shoppes LLC West 106th Properties LLC Target Corporation Teeter, Jeffrey Jay-& Jane Ellen Teeter 421 Realty Company Inc. & Fred C. Wurster Trustee Ashbrooke Homeowners Assoc. Inc. McCarty, Stacy A & Susan N. Ashbrooke Homeowners Assoc. Inc. Turvy, Barry E. & Diane N. VanSoelen, Stephen L & Amelia H 421 Realty Company Inc. & Fred C. Wurster Trustee Address 1328 Dublin Road Ste. 300, Columbus, OR 43215 5511 82nd 81. E. Ste. C, Indianapolis, IN 46250 320 Meridian S1. N. Ste. 700, Indianapolis, IN 46204 9245 Meridian St.N., Indianapolis, IN" 46260 P.O. Box 9456, Minneapolis, MN 55440 4281 106th 81. W., Carmel, IN 46032 50 Meridian 81. S. #700, Indianapolis, IN" 46204 7050 116th 81. E., Fishers, IN 46038 3945 Carwinion Way, Carmel, IN 46032 7050 116th 81. E., Fishers, IN" 46038 3930 Carwinion Way, Carmel, IN 46032 3926 CatWinion Way, Carmel, IN 46032 50 Meridian St. S. #700, Indianapolis, IN" 46204 Property Number: 17-13-07-00-12-001.002 17-13-07-00-12-001.001 17-13-07-00-12-002.000 17-13-07-00-00-014.003 17.13-07-00-11-001.000 17-13-07-00.,00.-016.001 17-13-07-00-00-015.000 17-13-07 -00-06-009.000 17-13-07-00-06-010.000 17-13-07-00-06-011.000 17-13-07-00-06-008.000 17-13-07-00-06-007.000 17-13-07-00-00-014.000 c (,' ~, I ( U u u J U u o u r- " , ! LJ J U J J J J Part Four: Stormwater Draina2e Summary r- i , U , , J J J. J J o u u u Stonnwater Drainage Summary: I> DESIGN CIUTERIA: D o u [J u u Site Location: The project is located near the intersectio* of u.s. 421 and 106m Street in Carmel, Indiana. The address of the proposed site is 10445 Commerce Drive. Site Narrative: The proposed design calls for an appro~tely 8,197 square foot building with accompanying asphalt parking area, playground, and masoruytraSh enclosure. The total drainage area is approximately 2.25 acres. Adjoining Property Conditions: North... ........... .Future Conunercial South... ... ... ... ....Residential East... ... ... ... ... ..Residential West... ... ... ... ... .Conunercial o Existing Soil Type: G-osbySiltLoam, 0 - 3% Slopes (OA) ... ... ... ... ... ... ... ... .Type B Brookston silty QayLoam (Br)... ......... .... ... ... no no...... .T}pe B o u o o u o Stormwater Design: The proposed stormwater design utilizes: PVC roof drains to convey runoff from the building to a proposed curb inlet lcxated in the parking lot. The remaining impervious area is sheet drained to the proposed CuID inlet "located in the southwest comer of the parking lot. An existing 27" storm sewer has been stubbed to the property to handle runoff from the site and the area north of the site. The proposed design extends the 27" storm s,ewer to connect to the proposed parking lot curb inlet. In order to handle future stormwater runoff from the developed properties to the north, a 24" RGl storm sewer is proposed to be extended to the north and a drainage manhole set near the northwest comer of the property. The 24" storm ~ewer is sized to handle a drainage area of 6.25 acres with a time of concentration of 20 minutes and runoff coefficient, C, of 0.65. Using the mached Storm Drain Flow Tabulation Fonn - Rationd Metha{ spreadsheet, the proposed storm sewer system should convey the fully developed 10 year rainfall event without inlet overtopping. Flow velocities exceeding 3.0 feet per second and adequate capacity, Q, were achieved for each pipe run. The lawn area to dle rear of the proposed building is designed to sheet drain to a gmss-lined swale or depression located along the east property line. The area draining to this swale will be reduced by approximately0.56 acres, as this area "Will be connecting to the proposed storm sewer network As a result, the existing drainage characteristics of this area will be greatly enhanced. J U ;~ o Summary: By piping the proposed impervious area<; offsite and reducing the existing drainage area draining to the south, the drainage characteristics of the site will be greatly improved. It is expected that the proposed design will safely manage stormwater runoff from the site without burdening adjacent or downstream property owners. o o The Goddard ~ool 10445 Commerce Drive Carmel, Indiana , U CIVIL DESIGNS, LLP o NORTH Scale: 1" = 50' 2415 Directors Row, Suite E Indianapolis. Indiana 46241 Phone: 317-244-1968 u BASIN SUMMARY MAP :.~;c,x. - u ...~". +'" ;')..F ...- +~~ ./ / / I I I I I ,,;1."/ +~ "- ..... .... .... .... ...~'O ..~ + u u ~~ ---................. --- --- , II 1\ I I '--___----z----f I (..I,,,,,) I I I I I I I I , I ...1 .,' ~' -I' [J ~"! +.' +,,'l".'f .' /...~~ / I / " I I .;. , .~e ",-c,~' I r:J-'" ~ ,- 'O'J ./ ,." ..;. ~~ ~;~ ~ ~ ~^ .... ,,"I- " +'" ..,,'j..... "!J..:~"" +o!} + u u " +o{}.... u u u. u o \ \ \ \ u \ \ u \ \ D / " X/ ':J"/ \ qG/ ,,'/ \ ..v"/ ,.,j-'/ \ o u c=J CJ CJ c=J c=:=. c= CJ c=J c=:; c=J c=:J c:= C=:J c:=; CJ c=J c:=J c=J ~ STORM DRAIN FLOW TABULATION FORM - RATIONAL METHOD 12(20/02 The Goddard School - Carmel, Indiana PROJECT No. 02-123 COMPUTED BY: ACH JMP PROJECT NAME STORM FREQUENCY DeSIGN YEAR 10 CHECKED BY: LOCATION from to INT. "a"" DESIGN 0.013 Pipe Pipe Vel. Max a Max V vel. length slope Partial full full (fps) (ft) % (fps) (cfs) (fpsl """' 3.35 280 13 Roof hilet c [j u u u u u u o U J U o D U U o [J J U ~ <:> <:> <:> <:> g S'TE nt-\IVIIL I VI~ I.JVUI'l I Y, lI'lUIAI'lA - SHEET NL u u MmB2 MmB2 MtnB2 r:rJ Z o o ~ SOl \ T'1 res: Cr A - Cc-oso'j Silt Loam, 0 +c. 30/0 B... - BrooK$.-\o1"\ 5'H1 Cla'l Loqrn S\ope So D U U [] o D D o U o u / . u Part Five: Site ~ightin~ecification r~ U J o o o u U. D D u U '-.... ~ ~. U en C":> m <= <:> 0 = 0 u 0 D iJ U . 0 U U J . ri c..:> U ---.I ---.I Wall-Mounted Area l~'!T~tqr, Polycarbpnate Refractor Use in entrances, loading' docks; walkwavs and vehicle ramps. ~ = U ~ ;::2: r-i ~ U -.f- o i" D cr.> '--' <1> <= Catalog Numb~r I Designation HIGI{ PRESSURE SODIUM 3SW TWP35S 1.7 saw TWP 50S \ 70W TWP 70S ,oaw TWP l00S 'sow TWP 15OS3,. METAL HALIDE lOW TWP 10M 100W TWP 100M4 'sow TWP 150M'i lTfiIN TWP 115M MERClJRV VAP<lR lOOW TWP 100H 17SW TWP 175" LOW PRESSUl1E somUM 35W TWP 35t 1 INCANDESCENT 2-DOW TWP tOOl --r- Vonage 110 21l&6 2406 277 347 48fI'J T8' LnmplFixture/Billlast Data8 Weigfit Wattu.D'i! Ballast Lbs. Kg. HIGHPRESSURE SDOIUM IMedJClear} 3!i RHP 11. 5 ~O RHP 13 Ii 70 XHP 15 1 100 XHP 14 Ii 150 XHP Hi 1 METAL 1iALlUE (MBd[100)JMog(l1WCleQr! 70 KXcHPF 16 7 100 HX-Hf'F 16 7 175 CWA 16 7 MERCUR.Y VAPOR {Mug/Coated} lDO ONA II 5 175 ONA 21 10 LOW PflESSURESODIUrJllD.t::. B a.y/CI ear) 35 HPf.lAG H 6 ~urHDN/A L1GHT7NO AI'< <I im"".i<l1U are ;n"lte. (cBntimelew; imrel3S othe-f- wi.<>specifled, DIMENSIONS l{.i<<lIt 15'11<\:\.9.2] Width: 1l'i'M41) Depth: nl119.11 Example: TWP 175MTB I Opt i 0 nsf At ces so r ie s SCWA SUllerCWA pulse start ball~st (TB std-l llRPSL Low loss reactor pulse Sla f1: ballast (mV only) For options and acce-ssorias, ~ee page 312. tJOTES: 1 N<>1av"~~ble",,i(/l'B. 2 12ltV ooly, 3 Op~r3.1~S5V1amp. 4 N<ltavaRablo 4OOV. 5 M.y.h..o,dered\\lh~ SVNAor LLRPSL 6 Not lill.llable In c..n.da, T Optic""l Mu 1lj-\i'p6o:1la~{'2a':2(Ja24l). 177VI.1 \211, 2Tl,341V"mCanada.1 8 Other ballasl1Y""s a'IIil~able. i CANADIANSHIPMEHTS:AddCSA ISsu<<iK Co calalog "umber. HID Iaffill'l ava; loble with lumlnal",s. Con- IlYlHacto.y , STAN~AIl D PACKAGING Fixture$ ihip cnmplew it! lnlA tartans only. Example: lID! 131 1WI' 115M m 113 CURnns nf I hlluei AtcunQries .hip apaf.p{ely. , t 1-....---; 1 Ii 1 b ! WaU-Paks TWP Featur~s Huusipg: Rl.lar hCillSlng is rugged, corrosiofl- resistant, ditHllst aluminum. Corrosion.re- sistant, captive e~rt1(l1 hardware includes slotted hax.he~ d and t1mperpronf fa~el1.ets. OpJi.cs:. R~f1eC'tor is alominlliTl, finislmd in . whjte' enamel. Front housing and rclractor ar~ .one.piece. injection-molded, UV- sta~.m:i:ed polyca:rbonate. Standard flnish (II) olJl.fqoe 1l000i(!fl of ff()nt cover anti back tlOusing is dark. bronz~ pOlyester EUloan'1el, e~8ctrostatic:aIlv apptie-d. Refractor IS :reafe.d and ~asketed to' .1l~itJ.it the en- trance of o'!tsid!3 cOlltamiru3nts_ RttElust: HPS: High-r9{ictaoca. high-power factor (XHP). EnCtlsed-and-potted solid- stare' Ignitors (HPS alld 100MH). MH and MV:. Constant-wattage autotransformer. e<.illast Is copper woul1d and 100% factory tested. Ul listed. Electrical compof\ents , ! mounted on back hOlJslng. f Installation: Top %' tflre<lded wirillg ac~ess. Back: access through removable ~. kl'locknut f-eed-thru wiring can be achieved bV usiflg a condulet tee (not in- :. clll.Qed). MOl.mt on any i1at nOIH;ombusti- i ; illla yertical surface. I i Socket: Glazed jlOl'c~IQin {mogul base), ~or- i izontally orfentedsoriket with copper alloy, ~. . nic'ke]-plated ..s'crew shell and ce-nter contact. i. Medfum~baso: Ullisted 660W, 600V, 4l<V pulse rated. Mogul"base; UL listed 1500W, 60QV,,4KV pulse rated. liStings: Ullisted suitable for wet ioca- tions. IP64 rated in actordallce with lEG standard 5Zf). listed and labeled to comply witn Canadian Standards tsee optioJ1Sl. PSG6 267 u o D U U o U J o U U U o U U U D o o u ~ u Part Six: Conceptual Site Plan \ \ \ \ \ \ \ \ \ e '. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /' / ,/ / / / /' Reference North ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ OVERALL CONCEPTUAL DESIGN 10445 Commerce Drive - Carmel, Indiana 18 DECEMBER 2002 ~-k o 60' Scale: I" Equals 60' I 120' I ......l.-- _ __ \ L._._._ --------- .-.-.-.-.-.- I I ! I I 1 ! I I I I I I l l L._ ._._._._._._._._._ / / / / -- - ~-------- ------- ------- \ \ CIVIL DESIGNS, LLP 2415Directo...Row, SuiteE Indianapoli..lndiana 46241 Phone: 317 244 1968 " --/ /' /' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \- \ \ \ \ \ \ \ \ \ \ \ Reference North ~ PROPOSED GODDARD SCHOOL 10445 Commerce Drive - Carmel, Indiana 18 DECEMBER 2002 ~-I o 40' Scale: 1" Equals 40' I 80' \ \ . \ \' L__.___ --------- 1'-'-'-'-'-'- I I I I 11 I I I I I I I I L._._._._.__.-'-'-'-'-- ---- --- - CIVIL DESIGNS, LLP 2415 Directors Row, Sujte E Indianapolis, Indiana 46241 Phone: 317 244 1968 ~ iU u .. u IU J U U r -, LJ J o u u u U lJ U U [J U r- , U Part Ei2ht: Preliminary Civil En2:ineering Plans r ' U c c! C I V I LCD N S T R U CT ION P LA N S "'''''II ~5L """"" """,,,1 lACRi.N(j( STEu8EN '"'" ,00l.' D€KAl8 """"" K05OUSKO HEWi\:~ ~"'11fi '1m flU'" ~\,.......lrl""OH .,." ws WEUS AJJAlI'S L- ~ bm ~ \ -\,jJOr5ON \ ~LAiI!AA[ JI ~N!OOl~ PRO ECT ~Loc.o:TION ~L I""" '-~!c. ~- I "'-1I' ~ ~('- I "'.... "GO GODDARD SCHOOL 10445 COMMERCE DRIVE CARMEL, I N DIANA CONSTRUCTION PLAN INDEX CO.O nTLE SHEET 1 OF1 AL TA SURVO C2.0 SITE PLAN C5.0 GRADING PLAN C4.0 EROSION CONTROl PLAN (4.1 EROSION CONTROl DETAILS C5.0 UTILITY PLAN C6.0 SI TE PHOTO~ETRIC PLAN C7.0 SITE DETAilS C7.1 SITE DETAILS cao LANDSCAPE PLAN OWNER: ASPENGOLD, UC 5310 EAST MAIN STREET, SUITE 207 COLUMBUS, OHIO 43213 PHONE: (614) 880-1470 CIVIL ENGINEER: CIVIL DESIGNS LLP 2~' 5 ChfilEGTCRS ROW, SuliE E. PHONE.: 317.24.0..1968 INDIANAPDLlS, INDIANA 45241 I='...x: 3l,]-244-1969 I 1 I FORI I .c \,lllllrJJ\\\ IYL'/ '~~\ ~~t) UL"" '" .." ..--c~...)t - ~~\ -- lr~~"l ~\ I fill Il- \ ~~l~" j~-- g= CP~ IrJ~~~11 "\ ~(E&;1. \ ~ J~LII i f",tI,- L \ Ptoa.,,~'''''1, ~ ~~ L =- I ~!J ,...~,~- \ \\ -~ nil (' 7;-- L~~,;~~g~ ~, lr In .. _. ,,2\ l"~ Irr\ ii~~=,~;""Jj. €B. ~ J"" 1(;1\ .,~ '\""...co" 1z ~ d.~~'1 o~ \\;;':J""~l~' "I~, Ld; ~~~Sl. ~ r~~lnn\ Inlli VICINITY MAP ~. NOT TO SCA.LE V ,..~n-l .....,'\"\151;;,I.J1;",,,, ~....<i:- ...... (::~, ~ ~:-'.-G1Sr~~. ('l ":. g':;/~NQ d....'1-~ = .... PE9,D3J.7 :.. = ; .-0\ STATEOF ':-'t' E ~....:?O-*~"~9.1~. ~J:. ~~~4f ......~ "'",/SiGNAL '2-'\"......'- ;""1111'\ DATE: PROJECT NUMBER 02- 123 DESIGN PHASE J CONSTRUCTION PLAN NUMBER <:0.0 SHEET OF SURVEYOR'S REPORT C 10 "'<Nd'"" .11b nu. .0>, '"ti,~ "'. Ch..... ". s,,,"~, Ih..:,~.9 o. '" Ino-ionG ,6,dmi"istlalr.,.e Cod4!'. 1"11 'ollowl~ ob.~ervations (Jni:i o-piniof)j .oro submiltlld req(j(d-ing th~.(lr:ou! uncert.oi...t~., .;n ~ 1000at:.,ti, 0./ the lines ond COo'n.!:i" Mtob"5h~tJCln 'l'Iil Stlrv.e~ o'S -o,r.esull ttf: A) VCJ,iol'lC<e'S in 1M relerl!M:1I moQnu~nl!: BJ Oiso;;r~JXl..-..;:iO!$ in fe-<;Q;'d c;lOl'~riptiQn~ ond plot..; C) ir.,="DPIsil>ll'nr;ielt in lin.s Qf Ql;WPQtiQrl co""d; 0) Rant'l"lITI I!I'ro~s in meO~lJrllrnllnl ('l'lIlIoretkol \J"CllfloinLr) A) Tt;,i~ 'i~ 01 ~-.q.o OIl oQ pori Dr the Norlllwesl OiJorter_ of .Se-c:tio-n 1, Township 17 N9l"lh. R"an~ .3 t<;llil ~ lI-lIl SCO::und P'rOnciiXI1 Lterid,()tI, fioonill(ln,:CQoun~.lndi(jr'J(J. The IQllo.ii'\9 s.ectoon ("OIl'1el" woe" used 10 cor.trol this 5-1.j~: Ih-e IicwtMeo-sl C(lrnl!( (II :5-Q'ci ,,"or1tl''''e-sl Qoort~ ((I n;lIi1rolJoJ spikll! fo"ni;!.} grodl lhoe SoI.ItheQst CQrrioer lOll ~QHj Northlll'~1l1 Ou.orter (a t:apfH!'; r~bft' 'aunel). The ,aforementioned sl!Ctiol'l ea,...ers were l-ounl1 rllj~rencing; Itle ...arious 'li-Iot 01 Wesl Cormel Cel'lter .en-d the hcusing subdill'isl.;m1l -Q1.Ql1.g- lnl' [~~I \.inig.f SQ5d N-Q.r\hwnl OIia,t.r. Th.1' poinls WI,... ~c~Io/!d O~, ~ing the: "'rlU;" e(lrners_ B) Recent dilSiriplicr'l~ of II'1<I! OodjOoil'lil'lg Ii-octs ...Hit" obIOil'l~ from the Ho.MiftDr'l C.;,>unt)', Recc~dfr's OHice (lotf!i1 ~e'!i'!O~ch dot<ll Oc'oo~, 9. 2002) betweel'l lh" l.nl!'5 01 thi$ 5Urw:yed por.cel -or,d its. adjciners. T~e f~lo""n9 observalilln:IL Ilre made CIS a re~LlII 0' th-i!i retrocemlMt SUr\l</!)': L) Tl'lis is ~ SI.JI'Yey !!of (l I'I~VI1r ~rf!d\M ~CIteel -de'!U:ript11)n. own!!:r of reear.." F'red C Wur~le-r, Poul W. s...-.'lq ar'ld -421 R~IlJ Cl)o"\'alXi"Y. I"e. (~h<lwn 0.... Ul;'I 1;u":"'r 0$ Q ~r~on Qf ~n~1o\Jm.f11 N\JITIPcn; 970i"~J'2'51899. 970912'9900 o-nd 990139~l:;lo';}s) .2.) There Clore f'IoC -gop-s o.ro....erlnps bet'lll'<<n thill site ond its nQrl"~esleil'l OiGio*l'Ier. rreo C_ Wunlr:t. -421 Really Campany. Ino:::" (:!IhOWI1 On thi:ll ~u......ol'l" (l:ll_ thl! balQ;n.~1! of In:;;tn..rnenl Numbers 9709S72i1E199; 9709729900 ond 9909-931.338-). ,3,) Then o.re nQ gops o.r o-werlops be~""'een this site ol1d its souttlwestem odjoinGr, lhoe fi9hl-af--a1' Icr Cemmerc:~ DIii~. I~ Bo-o.rd o.r t-ommi5.!io.f\l!rs .if HO......ittuo1 Co-un.,.. IndionQ Cv.o-.n on this. ~ 05 In~lrv-ment Nvmboer 98098J6;'25). ..) Ttlere ill CII 9DP b-r::t~n Ihis :si\e i:IIndl ils :s.oUlr.e-o:stcrnM'joi.l'Il!:r. the riqhl-",-WO')I 01 Co-r.....~ WQJ, 'ho/l Bo.Oord .01 Comm.55;".r.erS 01 Homillo'... c.:.unl)', lr'1di<lM (Show'" -oil Itli5 $lR\O~ OS Inst~Umtlll J'hlm!;oe. ~98J.5J2'5). Th~ '~lr",l .i9h1~Qr-",Q)' WQ$ .-e-oligne-j hoom ~~ 1onne~ loxot.Qr'I S,) lt1err gf!! no ;.ap: Of o-\Ieflo~s il'\l deed ~h'een ihis sill! cmd 'On e-oshm 6djOoil'l~. Mhbt-oo-~.e - Sectitm -4 (shewn 0t1 lhis survey o~ Ir.slrl.lmel\!. Numbe-r 9-4 <<0461. Pia' Co.t>ir.et I, Slide <<68). 5,) It1oi!re Off! M go.j)! or O"'f!rlo~ on. ~ bol!tll'fl-n thissi1e and (In I!ostem Qdj"lnl:f'. Joy c;lnd -kine Ellen lee.or.- (!;ho..n Of'l lhO" $l;.IrVfI!Y 0$ .nd'l.ImIHl.1 Numbe-r 9-00990J.888), G) Sig.l'lirieOn' lnec",si!.terw=i!!I' in 11'I.e linn ,ot accupotton Iije.re C1bSe-l'Vtld dUl'inq t!'loiS 5'-H....e)l. I.) The fl!l\C,;! alo'"'9 the _::!lIe.... b<l..md(l.f)' Cltli!l. OS !o~wiI htft-i". ~.) 'h-ere- is 0 27-in~h re-inrorced co-rrcrete 5.~O'r~ ,poipe Irl;N-i!l'sif'O Ihe $(J~tl;"este-rn portion o-f thi'S sile (os shown) o:pporenUy not Wlllh,l'l 0''' .asemenl ~n-Q"n to mI'. 3.) 'here- '$ CI .Q.-oirlOge monhQl~ ....ith on I E1-iflol;h. .i!iri-fO'rc;:ed ~(ln.;;re-l. pipe olonq th. ,,",vthet-n i;H:x,rndc;lry' <lr-..;l '.0 '2-~h reinri;lfceo;l <:Qflcral" pipe o-Io-~ Ilia V'01I11Irrl bQundar1 <l:pporc",-'i.:not -.i_hin on .-qU'm...t. 01,) 1here ill: 0 ll!loephone pol!de-~ll:l~. et~'O;tric lforr:;forITllllr ~ ~ cob-It- te'rvistvn ~destll'l. ull \fIfith under~rg.und o,;:Obfelh ~(:'oo!;""'in9 up'lln ltltoSOl.lt"'Io:st...-n pQ.bon o;,ll Ihi:!' sit'!! <lPPO""'U", not within Ofi equme-nol' 'mOWn to ~_ r>, TI-.t! The-oretk::u1 Unr.::er-tui"ly (r>.... to- RQf1dQffi urors in Mft!Ou,,...,entl. o-f \I.... co-m'!!.--, or thl!" subjed lrod e:!5\-ob-lished b~ thrs' $u/'Yey is .ilhin tl:>e :spedJicoliorl$ lor.o (;k1S3 C $UNey (Oo.SO feet) O~ de-'inecl .I'l lAC 865. As 0 re'ult oi the ooo-.e eb:!5er.otio:lM. it i5 my .:.p:n;on thot the lJ~.e'la,ntif-5 ~n lh-o'! locations. 01 tM Iinll!! and ;:omer5. ft5.lahlishecf on this SUl"1Ier are 0' fallClws: Due ,0. voriances. In re11!-rence m-onumenis: 0.0 'eet; Due to- dis-~r..pundeli in In. r~o,d dll1i'O;riiJ'tiorl; O,r> ...t; Due 10 i.-.consiste-ncin in ~n-e-s; 01 OCc...pot~n: t.-<< I_I: Cue 11) r-CMom errl)rs m meosurement: (l.2~ feoet lII.ollinl.;l AOQres.5 r;;I Si\e: ullknow-n.;lt thi~ tlnie a.,:.!iii$, 01 ~i..... Sptcm; The bea:ri""j or the- [os.l Line .01 Ihoe Nc)I'1h~t OLOo.rloe" of 5o!d~n 7. Town"hip 17 ~dh. Rang.1! J -E.M1 .....O~ oUur'l'led 1(1 be - Soultl -00 di!I;Itt-et ..:SO mil'lu1~t :s... u-e00rd!. [0$1 0' per 1M purvio'l.el'l de~,.ipti-Ool'l lor Il'li~ ~Ie_ I.IQTE: n..is pIiol of CJIl .-J.'-'/N:S'" lal'!(! lili.!! s.u-rve~ rol:pre,en15 the CQf10itiO!'! oi lhe dot-e Oot 1(J'n~ f~d1 oxli....ty. o..te of \.l;l\e-Il fOekl A.ctl"il~: Noveombt:1 2:!;J, 2002 NOTE: The.-e i3nq IJ-Agoing o:;:<JJlsl.-"d:ion in, bfl or Or'iOund U'li5' ~;tf' 01 ~ ti~ Oof Ihi$ !1J~e,. NOTE' Tf\. It.!! tl.e51 01 rI'I)' kMwle-dige. tl'\-l;rl!: ftr~ p,o-p.osed CMl'Il)e' in ~tr-ee' ,,~h\-O-r-.Qy Ii~ O"Jssoei-ole-dl wi\hi-n tho,; $Ot,,_ {~ Not. 6-1 0-1 '~i~ report) TI'>e.~ ~05 1>0 cI;l~.,ble ~dl!fri.cl! 01 ~.;~nl ::!Ilr__tOo" sidew(llk col'l~ll'wtlior'l 0" toCpolN. NOTE: The-roe. wl)S no evidl!-~ee Qb$it"""'~ durir.g 1M COi.lru of this SUl~)i ihal this ~Ie l'li Qr w(r$ I;>e-in9 '\I"d a5 Q 'lillmp, dUr'r1p IX :II""ilol)" IondliD_ This pjot ~ 'Oln &l'AlACS'; \.ond 1I1~ Su......'I!Y .os """,lorTn..J "jthwt bo.ntlfit ot O"J c'llmmitmen\ f.... tit.. OnIlP.....Qn<;;. onq ",..y QT mo)' OQl .......,1 0;111 of 1~ focls Q'lI$f.ldole-oJ w.th (hi, !;\-e. lh<erl 01. no-; Ii) sncrooc:tlrn.n~ upgn In. =,ubj.-;I porOP'lrt,- by imp'-Q'\O'Irn.ilh o-n 'odjocent plop-ert~: {ii) ene:rOOChme-....ts on o.d1jacenl prope'l)'. Iltrnls or gll~ bo,r imj)r(rw.~me-n..~ "n the 'Wbjed P<'<>pert)'; (iii) n.". p:lrty WQII3I; or (i'I) no yj,~t:.loi! oM ~-porent "orif~il;l.$ or pl'"O't"IJSiOIlS. It"Ce<;It "$ !l;hl;lWn Qno;l '-n\ll"d hll!'.e;.., NOTE:; Aa:urd;"'3 lo the r..oe-rol (m~"9enc:::y J.lQnagtlrncnl A9t-nc-,. F1o:Iod 1...$\)(O....CIl- R(JI, Lliop ho...inq Co.mm",nily Pon~ Numt;.e.- lBOOE12 0015 E, .i1h M efl.e~tiw: dole .... loIOo'eh 2, 1'9-61 (Jr'ld loMt r_ii.ed 5e-plembol!" '2", 19B1: this, $Ole I~ I!:f'olifl!ly ....ilM.in ZoOnl ~C~ (0''IQ' -of minimoi iloo-cJing.), TO:) "-!pef'>9okl Po~lne-r$. llt. Se-cl.ll'ity Tillll! s.e,....iq!31, llC and ChicOf;lo litl~ Il'I311rOntl! CompcJf1Y. Thi:s i:!i lo- I;II!f'Uf~ t~O( tl'li, fNlP or fjll;li gnd thll survwy on whicl'l il i$ b(Jud ....... mode in a(:t:crtlor'IC-l! ___dtl .WinimLlm SIn.nclClrd Delail ~eQuircmcnl' fo.r ,l,J,.T,I./ACSl,t lGnd Tille Sur"""Y'" jQinti}' e-~loQ.I;3hC!od oM o)(I(Ipl-i!d t.y Al'A. ACSIol aM t<SPS in 199-9. oo"ld it'JCluCUj 11e-m! , _, 6 ()I TOoblt ... l~rf.CII: i'l'unLl(ln1 10 ll'loe ,l,,:c:uraC)' Stc'lilo:lotds M odopled 0.,. A.lTA, NSPS, Md Ac5w 11M'" on elf~~t an the dole -of Itlis ~~-rtili,",atio.':ln, ..r.dl!:',,~ lu~IN'1" i:l!-rli1i1!~ thai, prcp.er field ptrx:l!"durn. in-:;1r...m'l!l'I\otio...._ oM Odtq;LOole jlu......ey pet,onl'lej ,,"er~ emptoyed i,.. g.der t-o o-~h~"'e .rc-~uits c-ornP'J",-bloe 10 lr.cose oullined in lhoo:- -loIinimum Anglo!'. o;:'iton~i:, oM C~u/'~ :Req""rorm~mh fo;>J" s.1.I~ l.oIeosu..e-ml!l'nb WIli.;" Contmi LOr'\d BoundarilS Io.r AlJAJAt:SM lortd 1"itle $ul'\l.eys.~ i)ll-te~ Oecember ~ 2002 Si~nord~ _..~"~~.~~~d',,,~ ...~6~~~i..r;\:,rE~~~lf';'~ ~O: No '.,"l-~ =".; 9600013,"':: ;. \. STATEDf'./ j -:., o;.1(i1l?I~.~~Ct ,,' "",,,' SIJftJ l'-".....' .I"U.UI'" Pralessfo.nCIl lcmd Su,..,.e~r: 560001' LAND DESCRiPTION -I P.., or 'h. k..\h~tO"..,,, 01 S<<lion 7. ,.."hlp 17 """h, Ro....,L_~ lQ(;ole-J in Cloy l",.nshOp.. HQ.rnilt<;ln C:o...nl,.. Ind<ot'lo:l' bl!-in.l} boundl!d all 'oIlow:;;; 8EGlNN~NC at 0 po.nt o-n- lI~e EO"~l line (If Il1oi! Norll-o.e~ Qug.tr:.. of Sed;.:.o1 7, Tl>>'fIs.hip 11 Iojorlh, Ronll~ 3 Eust, soid point 0.' bo/Iqir1llilll) b-eil1~ S.Oljlh 00 d.eqrt't.s 2'50 mlRUles ;52 S-econlj5 Eu~ CU$l-l.Im..,j t>oJIorlng) ""...e,-86 1"1 frQm Ih1l NQr-~h~!i-l CQfner o-f =wid ~or(h"'nt 'o...lI'rter.l~ri~'e ~uth 00 de-ogrtt~ 2S minute:; 52 ~':-o-r'l-dJ e:o~l '18.~1 F"I -oio"9 Ihoe,EMl Unll!: 01 :!oid NoOf'~hwUI Oua..ter to') 1M roottl'l~!Ilern Co<-net of the 0.047 .o-cr~ port....,. ef f31~" G CII Wo.':sI Cnorm.el te/'o~; M j)f-~ pl-ot thll!.wl rl!';;or<le,j O~ [i.,."crt ~-e<;ordin9 inlo-.-mQ1ion) b)' lhe- fi.eC(lrd~r ()f Hc::imillon CuUOlly. InI;t.(,'On<). :mid point bl;!inq on '0 nDt'J-lang-e-nl r:ur'vf co-r.c~~ ,tu 11'le !I00l.llhea$' I)ncJ: bl:i"9 NertPlo 150 ckgr.ee::!l 0-9; m;nul~ 19 :SCi:o"'C! 'Wc$' :i!S.1.JB ff'el 1ram the radius p.oOn~ (It said ci.o",e. tho.. foll(l.,;ng Ihntll l;c)ur'S<t$ (ir.. oIo)~ H., norlhoe-rll oolln.dory' of sllid 0..04J o~re portjon -of 810<:\o;.C' a! Wesl Cormel C"nte": ') 'hem;e ~outh"'~te'lr?J.98 teel QJQn9 soi(j cUrYe' to 0 poinl of t"t"II'II"U I;u~""--., $O"J~ pc;lin' of rltYef'5e cUlV-oll.I'. bll;fi9 North 4" d'l'il'''' J7 minl.llu :l9 ~1I!ICono:ls Weest 2507.3f! leel . ff"OlTl V'll .oojiv:a po<ilL 'llf, I-QiQ I;...-"'ll '01.-..;1 beinq -.w...th "I dl!"9r~ 31 minute, 19 ~fil]-I'I.I:tS [a:l J5.OQ rut .lrom the rodilJl 1>>1"' or (hi r...,..rs. (:Uh''Ii 2) t~t'l'"K;t' 'I]-Uthwes.ie'lly orKI _sle.ly,19.7" flt'l:'l QIQfl9 wid COU'Y'!! to' 0 poin\ '01 re-ve~e curvatur., said pointcQf rever'i'!! cu~oture ~nog. Sovtho to <:Iegr~ 12 min......e"i- 25 SIKOflQS Eo." J.6.00 feet f,(lf'I1 lhi!! l'(I(Iiu$ p",nt ut ,oicj r:...~ om;l -b-einog Norln 10 de-9,en 12 m;nut'C's- 2'5 s-e'Cond! Wnl ~.OO r"-I!I rrom Ihe rDdim: poir'll or saKI ~eve-rse t:l.lrve-: '-hence ..estcrl')l'. sO\Jtn..n"e~~ C1nd :"Qu'her1~ ~2.(l'5 ,~ al.Qrlg so-id C:u<'v4!: 1(1 " p-c.;nt .,,, the r~l'lt-af-IliOY 1;1'\0/: o-f Commerce Drive (tl'le Scull'. I!l d~'i!13 OJ minutl!'s 1"~e-cl'lnd~ East J5-.39 foal-1orH;I COY!'$!!:. s.ll-e Il'le -SP(ClJIL WARRANrY 0[[0 recotd~ 0)$ inslturnotnl 1960'96363:25. by SI::I,d fie(:"rO:I!~):, lt1.ene.e Nodh' 61 d.e9fft-~ OJ minut'-'"S 10 5ee(')1Hb Wes1 i....~1 ieet o.lon-1) -,a;d riQhl-or-___ay lit'l@ of l:ommeree Or....e: Itlen.:.e Nott~ J!l3 df-gree~ 06 minutes -4J. ~Cl)ndIll- Wut 319.-05 fe:el ~Ion-o the ....orttleoslern righL-DI-w<ljI lil'lolll of CQmmerctl I)ri~: Ihent.:C1 North 5J d-e9/"1"1-S 53 min..~e& IS S1t(;oru:b; [051 4-OJ.15-3 '_t to In. POINJ OF' eEG-INItINC. -c-ontClin-,nlJ 2;173 QCrlll, mo.e 01' I.ns. PROPOSED PlPELlNE EASEMENT p....t 01 lhoe No.-_hwe-st Quorie-. 01 SI!-Ct~n 1, 10w"'$""'p 17 No~t", l<'on911 J, [,,-s. loo;;O"Jt~ in Clc,l)' Tqwn~h;p, ,,"o:lmiJton Count)', I....diano be-i~ t.oondl~ 0$ 1.01400.., 8[GINI\IING bl <) !='Oint 01'1 t"u [ojll LiM CIIthoe- Norttl'W~l O-uortil!r eJ SUlton 1. TiOwr'l~ip 11 Notlh, Rong;e J E05L ~id p.oi~1 al ~g.iMing bei-n9 Soul"- 00 ..,egrees :2:5 m:nut~ 52 '!leco:Ind!$ Eos.l (OS'JJf"T'led br:-orin<;) 6J().2Ei Ie-I!t fr(Wl'l I,...,. North.eo~1 C-or~riOt soid NQ..-lh..e:\it q.,o.-Ie-T; Ihence 'So-u-th 00 dl!lJ'l!e'!i 2~ minulH ~2 set:DndS; [asl X}CUO feel QIO'''9 t"e- E03' Line of -$0i4 NOJ"~Ii.(:~ OuCl.icr; thel'lec SDt,..1l'l l\J del.;lrees 5(J rninl"ltlll"i- '1 SIl'I;OfIc;b: We--st ~6'.~ f_l 10- 0 poinl or> 0 nQl"th.m beUll",O'1 of Ccmmerce 'C>ri~ CIne Soulll .el degrees 0-3 minut~s 10 Il-etomb Easl J~,19 lool-Iom~-course: Ilee Ille -S~ClM. WAARANTY D[[C r~Ofded 05 inlltrl,l~nl 19&19635.315 ,,.. I~ll o.lIie.e. -of II">e Ret:Ordl!f' cl l-Illmi1ton CDlJ"'Y, IndioM): l!'loftn.::!- Nl'Irll'l 81 degree:s OJ minul~.!I H) 5eC:oncis West ~.J9 1eet olClng S1Gid l'I~hern- bllUf'I(IOry 01 C(lmmlll'rce QoriYl!-: 11'l-e~-e North .35, C1l"9'ees '06- minutes .0 seoc:Ol'\lds West 1JJ,9~ feci -oion'i 0 ncrtheastern bounl:iol)' of CC'mme"-~1I D..-iYl!i: 1nern;'1I North '1.6 ....-':1' d~'-HS 56 minules 26 see,onds Eo'S\ 29a,-B~ foret 10 tt">l' FOIN'" OF BE.G1llll'lllol(;,-f o;;OJ'Itoif'lillfjl 0.827 Q-c..-e5. mQl'"1t or Ie-5S. " ~\ \I'~<, \ '\ \ , \. , , '\ '\ \ , , , SURVEY ',J,f" .' I @ NO~!:t ........-.. , , , , , ," ,r 30 0 15 ~.' { IN ~[ET.~ I ir'loCho .; .x. fl. --",.,...-/r' -~:~// ,/r':~""<' ./ 0' ," .-1,/ ,to #'" , I, // ~:'i' +# "'(_ ,,I AOJ-tjINEhl: THE 8AI,ANCE OF -rnrn-C:-wu~STtR::-P~ :SW[ENEY &; 421 REA1J"""cd.. ~NC, l;\Isr. "s 9709729B.!1'9. 97097:29900 &. g.~~",1JJ.8 ..., --'- ....'0 ~\ -' k'-- ~'1.~.?' .~ (. '1\ i " ,,/-~.f.'\''''' ./ " /,/,-'!J "", '" " +' .p , rtt~o,'1 \<;,. --/- _0 , / <t +,i' ( " [LEGEND: 30 I DESCRIPTION. E~ISTINC ASF'HAL T ~ ., ~ '. y," Ell;ISflNC CONCRETE '" lE....PORARY BENCH, w.fiK QitI REBAR rOIJNV/R[(3..I.R" SET e PIC I'WL. SET ~ POwEll POlE m TELEPHONE -CROSS. BOX ~ !ELE'VlSION PEDESTAl CAS SlANC P'IP[ CIJARD POSt !lCSC ~I Pi ION' FIRe: HYO~T iII1 Se::~l\/( I~L[T II _ . CURB INt.ET <D DRAINAGE w.NHOLE: WOODS LINE FENC;E GAS LINE llNOE:RCR"OUND ELECTRIC UND~CIi'CU~D C!cI3lE uNDERGROU~D le:L-e:PHO~[ VICIN ITY MAP !'tOT TO S.CAlE GUP.i,'E LENGTH Cl lJ..9B C2 19.74 C3 52.0S CU.RVE DATA TABLE RMlIUS DELTA CHOF<<:l BEARING :257.Je 16'2a'l()~ S 6'JS'~6~ W .}5.00 )l.25'04- S 54'[J5'03~ W 50.00 5gjB'32" S 0\-\),,5a'1g.~ w C.>iORD 73.7:3 19.'1.9 19._7J 1'. .' E;3ENCHMARKS: ==..ll!! 8RO!-fZE DISK IN .... CDNCR[T[ POST, U)Q{)':f: LIORTH OF 106th STREE1 AND' ~'i ~T Of TI1E CO>lTE~1..INE or loIlCHI(:J.N R-0J00. ST,wPED S 78 19"6. [lEV_ .9-00.7-6 , 1/- 4.r.( - 894_0.3 j / / ./ 2 ":S10R'l' fRAlotE -::;'r.F.L .. ,691.'52 / / / .r /'"~ b-YJ .' _.~~l \ , \ \ \ , , / / V / / / /.r;.,.(/\ -<" / /OV / ,,:,<">/ '\ /F / "\ ~~'>/ \-0{. ~ -" X <",;v A(,~'".J// ".. At ^ If" / / / / / / / / / ,////// ~~~/ / / ,#'"/ , / / / ,// fJoI'/ // // // /,/ '" ~?v:~"'J /// ~'l.",v / ~",,~r.;"'c,"'" I ~/ o,U -!!: ---.~(j /.,/" //I;,.~...i:f'.../ // // 11-';....,' -:,~ ." ~ :(>~';,.....\.. //c; /// / / / / / / -" \ ~!~ :i! CIVIl .llfS1GHS Tfl....-S-7a-l CUT -0. OH SOIJTH\V[ST CORNER OF TIW"F1C: ST~lhI pos' ON TH[ 5OUTH'JIEST CORN[" OF IOl:iltl S'fFl([1' Ii; U.s.. "11 (LEV. - B96..B l:M1 nr~jC,NS tAu ,~O RAlI.-ROAJJ SAKE FOUND IN THE WEST SlOE OF 10. P{JWtRPOLE ON SOUTH SJOE or l06lh STRUT. FIRST POLE WEST QF cOIol..rRCE ORNE. ElE'J_ _ B97.;11:i UTILITY STATEMENT: ,"" -" '" Tile .;nelil!rgr(l~nd IJtiliti~ S"OIijl'l hoove' been IoCdlell 'rom f~l~ !urve~ informr:'lIImn {1M esiMil\9 drawinqs. The lOUf'VeYllr mGlIes no ll'uarQnten; IhoOt tll'llullde-rqrO'l.Ind utir.tin' corr,p..istt oIl -II~o;;t1 \,It~it;"15 in 'he QiJ.eQ, eilher in-ft......;,;e or oWnQo;,lne-d. The ::!Iu......'lry'O. 'ur-thcr die:.e-5 r't(lt ..cif1"oill ItI(lt II'J~ unoerqfO'.......d utilili~:!l ~r.6\1t1'\t'l(l!: in 1M eli;!Iocl lecolion indicoted ~thoLlgh th~"u'vey!!or doe~ ce-rlif)l thai they are located 05 CIIccloll"o~e~ 0' pos.s<bje frQm inlQrmulion oY'Q>loble. lhe 5U~ ho-~ nol ph~"sicolly Ioc:-ote<l t1...'C' vndol!<"O'(>1"ll'l-d l.Itilit~ ".. ".. / / ".. REV [).oi.TE , 12/05{02 REVIS10N RECORD CESCRIPTION ~RIIE'r'O".S REPORT!DESCFtIPTlGNS DES EJ'I' ",pp. BY 13EB D~ PREPARED FOR: ASPENGOLD, LLP 5310 E. MAIN STREET COLUMBUS, OHIO 43213 CIVIL DESIGNS LLP 337 MAIN STpE:ET. SUITE B P"c;M~: :::ll 7'7BO-"H'>0l 1 BEI!';t;::1-4 GJ;lI;lV'E:, INDIANA 46107 31"V7Cl.I::J-SO:.U:i "....\t~'~I~M~~..',.. l~~~;iG~'i~~~~d::. '::0 :~ No . :t..-:' :: ... i 9500013 ,...:: ;. ", SI,l.TI:C?f' .: = \ <;'.f~IA~'i';.,~Q;- ...$ "'-",...,;t6S~~ ................ 11-'''11111''-' ALTA/ACSM LAND TITLE SURVEY GODDARD SCHOOL WEST CARMEL CENTER PROJECT NUMBER. 02-123 DATE: OWN, BY: CHKD. BY: SCALE: 10-01-02 KRC DRM III _ 301 SHEET 1 OF 1 D",,:TE.: 1--1 to" PLAYGROUND FENCE DETAIL@ NOr TO SCAlE . LAND DESCRIPTION Po;l..... Q1 tI,. I'fCJll"tl'l~1 Qu(Jr't"'f of Sotctign 7, J-o.,,;.,un.;p 11. No-t'ttt, R~ J :Eo-st ~ote4 itI Cloy lc......p. Homolto:x'o eo...ri-ty. ~ ~ bo:l~&o;d os fOolIO-'S: ~~~~:-1;t:or::n~:~1t3 i:~~ ~~ ~~ :~~r:,~9Q,:.~ ~f:grct~rca 2~ M....ulu !l.2' .veOf\/h Ed!!;' c.,~~ bt.:lrirlg) .,-.50.86 'tuI .r-om. In.! 1'I1)/'1n.M:!I1 Comer 0' :!Ieid Hor\l't.est Oua"~ \hen-coe Sc-ulh 00 ~1'ffS 2S m~l.ttn 52 S<<Gmb EO'Jt 418."7 illH!l 1JI~'~ EGll u.. of-s<fid l'toflJ'rwcsl O\Igrter 10 the ~he-01:1,,=,," COl"nlt'l" , -or th~ 0.047 GC1"f! por-OOn of Bbd G o.f W~t Cotrnel Cenler, CIIS pe-r pkIl t~"'.lQf ~..::--d.d cq: (~t re1;"Qrdint'f inlQo'JnulOo:1n) bY Ihoi R<<o""lJtr o)f H(Jmll()o'l C'~t,.. m~. kli<J ~nt rxm.. <<> (J "'(;II'o-lon~l ~ ~c:.w-e ..:. H-.e s.ovlM-o,t 001'1(I b6ng NOo"'lh 2~ ~q..u~ 09 mio'l....tes 19 xaonds We!1 2'57_38 flXl irnm tl\~ :v.S1.lS POIn' of soid -=lJl"o\o!~ !hoe fonow-it'.g- It'Ir.. C'0\.l0I'WS are o!cnIi trIi~ nortl\erft t>oo.,md,;;..,. Qf wid 0-')&7 ~.~ porIio;Jn 'Of ~k C 01 Wdt C;~ CcnIc.-; 1) tl'or:nc:t:- J'O\.Ir.~",-.!i;lerty 13.96 f"lI!"~ OI~ l;.Oio(l tul'vt- to 0 poiird .01 ,~~ 1bd'WI1.....1!. sDid peOnI of ..-~~ eufv(llu"~ bcinl) No<1'" 4.1 df::..rbf;' 3,7 M.nute:t 29 5ee.o:M-S W~I 25'.l8i ~ fr.om I~ rQ!S\;S Point -of said aJrWoe -orod 'bei1tg: South ~1 degrees J7 rml"uies 29 "~onods EQS~ 36.00 '-' fl"QlTl u~ rorJOu,s P'W""t of ,he t"t"\fll!rt<e C~ 2) tMn-C:1! sovUho-e:"1teoty o~ .,estet1)t '9.14 red %ot1Q,aoOd C-Ul"O'C" 'Q Q >>inl; (If ~c c:1.If"YGt.l,j1'e-. lI'Qid pQin\ ,g.I' l"e"I'WH '::1.I~~1"~ ~~ $c;H.Iti-l 1D 4'l!"jJffl:ll 12oninu1a; 2~ s-~onds [~. J6,OQ ieet 1t"Qrn tile JlXIit,l:,..~int 04 wid "::l,Il'"VI!I,<;m<;I ~ ~1,h ~o dety~1; Ii oninul'n 2"50 ~~ We:tl 50.00 loecl t~ ~ 1'Qj'rv$ p6nt ao' ~ ._.:lie (:o.JI"V.e; Ihen(:e..-H.t~...,.. ~"-"tt-o'fy oYod _11'btt'lJ ~2,O~ lut ()IOl"o9 soid c..... to- a polnt on Ua r'gtlt-Ql-_'=')' line ~ CQnWnIl!I"o;'lI 00-;'" n"",= x.u.th 13' 'lIeqf....'lI '0' mf1...tCI ID ~on<.b E-.rs' >>.J9 foo4-1onq ~: '5<<' ~he 5P(tLll. wARRANT( -r:.[(D ~orded os inslrument 19aOO~.32.s br K!id RRo-rder"r. lhenoc. Norlh 81de9r-eft I)) minvtn 10 S<<OfK:ts Wnt 2<1.31 ""' 'J~ scid rig,h-t-OoJ-woa,. lilne- olComrnvc:e Dr'M=; lhtmcl' Norlh j5 de.;Jr~ 06 minute 43 !<<Of1ods "'esl :)1"9.06 feel oJonq th.. norl'-us.tem right-ol-w-oJ 'linoe or C(lll1l1let"tt Drive; Ulent:.. t.lorth 5-) del)fe-e:! ,5.J m<nu'leslS :lI'i!!eands Eatt 'l-D3.6.! ree-l lo the POlliT OF I3E:ClNMNG. I:QfItcinil"9 2.17'! ac:r_. mO!'1!: or less. PI'lClF'DSED F'IPELlNE EASEMENT P-ott o-f t1'l.e Northwest ~ -of ~cljon 7. Township" i'b'ih.. Aonlfll J b~ lec(Jt~ ,n. ClOy Tow,n,...ip. 1'kJm,'n0l"l County. lndianQ 'b-1Sl"I9 boun~ CliS lallows: 8!QNklHG ol CI g.oinl on the East ,line 'Oi 1M Moorth'R'St Q"",.:Jt"ter -or S<<~ioon 1. T-o..n5:hOp- 11 No.tl'l.. f;loOng!' J, E-osl so.id poii'll .01 ~ being Soulh. ~ decJren ,So m;"'u1ts '~,~~l;:~ (~ b-e-arihg)fj.JI;t:z~ fH-t .from ~h6 North.!'O"5t COr.-.et" (II s<lid ~I Quamr; thel"oCI! $.1..1"'- 00 ~refl 25. md'.ut:.!S 51 5<<-oro<l' Ec.st.3OQ}(J IH',oIong tn.. [051 ulN! .01 ~i.ll'Nct"thwnt Oaaner. lNT'\etl -SOuth -4.3 rttog;ree 50 rft:r'lUlft i7 SlH:MIIcts. Wut t6LM .t:::d too CI p.o1n1 on a northern bov:no;Iory d CM'W'IW"ru 0/''''''1 ('M s-t... 61 ~t"us 0.3 minutol!'.io IQ!l~.o.n.d1i [05' :;\5.-'9 P()(ll-kln.:l-t;~~., Sl';l'; lho! Sf'rc:w.. WARRNfr'( 0(1::00 plK:ardol';d M. iI\lItrumollftt 19009-EJJIS-'7:io ... tl-oe QUOC!! QI thoe 'fl'iK-OO-(I.eo" 01 Iir)rnjjn:C)A C6ut\IJ, ind,otUi); lJ'I,e,i"IC' Ncdh 61 ~cy<!!oM; 03 m~-e:! 10 ~eQncl:,. We:t~ 29..59 fll!l!:~ tllong '::Iaid ~ Ix><,ndQI)' of Co.r'hml:f'c'l!!, o-r;.,.~; IN~e l'fotth J6 ~l'tt, 06 miillute'.ll 43 seconds Woest 1 ':'.9" ,~ <;I1qng C;I ~.fn boundol)' <;If CQ(tlrnwr~ Or"iv4~ tl'J,*"",CI Non"" .~ ~'I .5$ mlnutri lIS ~~ f;g:lll 1ge.86 'cod to. 1M POINT 0::- OCurnNlNG. (:(Jo'ol(jil"li....~ 0.827 1Xl"CS. ft"J(lo"t" (II' l;eu. GENERAL SITE NOTES 1, .iU. WORK. SHAll O:QNF'ORIoi TO LQCi.L. AND STATE RECULilTIONS. 2. .au. I)U.lCNS-ION'S AA[ TO T~ [OOE OF P"~IiIf;N1, FACE or CUfiBS, OR Ol.JTSICE: r~E OF Bf;l'lO<. 6l.QCII: OR autLDING FAC\,I, UNLESS an-u:RMS( IHOICATEI;J. ), fHE eul101l'<<i >>1.0 P-~EN(;: Fo\CILrTl(S ARE pMWJ.rt.. 'WlTH OR PERPENDlClIlAR TO THE: PAOPCFlTr BOIJfoIO.-st'r' i.lNE 4_ TH[ CONTRACTOR 'SHAll FIEUl VERIfY N...L Dlt.lt::1'i5IONS IN THE flt::LD PRIOR. TO THE STAAT OF" CONSl'RUCnOH. ,IHE CQHTPoACTOR: $HAU 8[ RESPOHS!l3t.E: fOR .6.1..1.. FlE1..D DWEJiSlOHS NoID SJ-W..L REF-ORT N(t DISCREP.Ho/CrE5 BfTWEEN THE: PI..NlS AND ACTlW.. fiELD COOOlnONS TO TI-IE OWNER OR OWN(R.S R[PA'E:SEWTATrVE rNIoIIEQLlr.TElY. 5, CQNTRACTOR SHAll PROVIDE: SMOOTH TR.IHS!TlOHS FROU PR(lPQS(O f[.lr.TURES TO O:ISTlNG f[ATlJR'E'S- "5 NEClS~. ~. AlL 0IST\.IR8(0 ..IR[.I.S SHAoLl. BE S(![OCD OR 5000(0 AfTER FINlSH GRADING S COMf'lfTE'D' UNLESS. OlHER'MSE NOlEO_ .....L I'Itw srtDm M SODDED AA[JI.S SHAU. HAVE A. TOPSOIL lJ,'tEFl or r i1tINlhilJiIl. TOoP ($ ToPSOIL l.I.YEFC' St-W.L 9E F\.u:W I'" BelOW TO~ 01" CUR6'S, WAlKS, OR PA.'llt:IoI[N't (LEvAlIONS WH[RE TOPSOIl.. ABUTS THOSE ARCAS. '1. CONT~ro-R SHAll.. SUPPlY AND PlACE STRAW LlUlCH 'io-lEREVE"R G-RAS-S SEED H4S SEEIi PI..ACEO. a CONTRACTOoR 'SHALL SEAL 1l1[ rOCoE OF" o:tSTl:1iC ASPHio.lT P....VOlE...T 'MTH T"llCt!< COA.T l/oI ,illCCOfiOr\l'f:C[ WlTI1 llol'OOT STAAlOAAD SPECIFlCA.TION.S WHERE r-te:w ASPt-I.t.lT .JOINS OISTING .l.SPHAL.T_ !J. C(lNIRACTOR SJiAU. 5O'[PAJ"R. RE'SURf"IoCf. J:l:B:::OlolSlRUCJ OR REFURBISH Mlf .-.REA$. tlN.w:;(:D DURl/'IG CONSTRUCTION BY TH[ CONTRAC10R:. HIS Sl.J8CONTIV\CTOIO:S OR SvPPl..tERS- AT NCt i\DOtltO~ COST TO THE CWNE;R. 10. CQNlR.I.CTOR s.~ (:'QMPLfTElY ru AU;. TR~<:IiE:S WlTHIH 5 FEEl OF PJI,Y()lENT (Q-G[S WlIH CFwn.uR EW;Jc;:FIlL '1 &.ll p&.Il'Ii SlltlPlNG SHAlL B[ .- TRN""rlC f'1mT ll'I ACCORDANCE WITH INOOT ST"-NOAAD :SPE:c:.nCATIOti-:. AND SHN..L eE 1'ELt~. [~CE:PT F"OA tI.I.N.[)ICAP PAINT '5fRlPING 10 BE: ..- BWe: P(R A.I)Il STANDAROS c \ .c~' . : r ! : 'I/f II r' I ~ ' 1 ,,; JI ~,1 t ~.~~' " , l' ~\ 'I ~ I ,/ { . 1~1'-1~ i \ /' ~ I, I :3~ '\ ' ,I '11!'l~ I /J .; I 1 ~~. ). \ , < I I, 1",-" II ,/'\ /' ~ 1111'11 /' "' \ ' / ,{ I ': I . . / .. \ / ,/~ I , I. I I I' , ^ , ,'I ~ I I I \.1 // : < f " / / ./' I {I I I I / ./,' // I ~ I I I I il 1 / /',/ ~ {II. '----/ /" / /" .# // : ~ I :: ~ /" " I' I I I ~ ---. ./ /' ," I j I I I .. , .., ~ I (wood") ~ 1 ': I II' ../ /' ~. '\ I (_000') // /.... '~~ i i I 'I: I ~ , " I: :: I' " ///' ,/ I ,~..I.rj I I I I 1 ~y" I:: 1 II .r~1 I I ' I 'i 1 Q I~ I I : I 1;' I~ I I I I ~ Ig' I I I ~ i! i! i i~", I I i I, j ~~: : :~:~~ : I I I I I: \ 1.,:./ I \ , .(rl' I I '/ r I 1'1...1/1)" >: I II ;r x II"~' I I ....1}' I 1 :: ~r ~'I II I:i\ /1j.......:1I II '" r~/I \" I 1:'\ ''':r':> ,-, : , '~'\ 1// ,\.., I~ ~ A~/ / \:~ ,: P \. /' /;.. : I \{~' , I Ir;~'" ,.,,/ // II I :QJ q''--.;f'-'' ./:/ : I II' ,/:::7::-= // I II \ ,b/! -" ,! ,,\ ,&r r)/ ~ / II .--///1f1 '/;/ I' ~...-1( / t / I ..--f:J')f:i' II .... I ,.f/" : I (",,--- JI."..../ ;/'/ I j "", ,.../~ I -~....,..... II I I I ,,/ II , j. : /~Q II I o{',9) I ~---__ ~ .... II 1"';,-/ - 0.- -... J~e. / II rr!,g.~ ,,,id r -11 . \ f" -I::("':J.f ,1"- 1\. c' / 'l ,,~II t \ I ...... {:; II ........ . ",9// GO': c.,<V'" II . ~- - -- 74:. ,0 f "-" I <J- 0.11 i l r ''Y /',,0'" +0 ~II l / . /0 ..... n-::? n/ I ~!Jcor1creioe, ti>-'J- I 6" ,t:<. // .... 0 I -u ml::llJn~;q ltJi& _ ,," ,0"""X' "I I'~' ~4" / i 0'-' ? '"'-0 ","-' I II ,-. ~"l-~ . 1'''1/:' '" 'V. <;- I (,mcc,1 1/.)' r:~ It;, ~ l c:> / :;V<:.... 0"' I II ~ I / (,0.". ",'" ,,-< 1/ i r r & /~i';, -;:."?"' 1 II "",r:fi,)..~ I "'~r ~~- o'"v\ / y.~ i II ,/ <oOjO. Lt'h~~ .~~. '" / <;} II ,( :;j ~._,-,_.- .;~ ~'1,./ ~0 ~ I j.f!'.... I ".-0; S~~0~<iJ I //11..../ ~ dr",l'1n(l"= mnn-hnl / 'V &:J'V "J I / I ~ / t~r .. MCt28 ....~ <.v~t'\G I .( I' / j ',r'lW \5'1,')= a79.7. ~..., ~ '" 0.,0 II"" I Hi" ~nl;!)= 879S 0\- "" "', I r )I' / I "W lO)o 879,92 r/<<'{./ ':J I /11 I ,f? <;~ }'<;' I / r /" / I I V ~ I," II / /1, \ rr; II ,/ \" ;/ I II A'" ..,p'.; ~7 .f j,/ II ~ <{,q \ ,;.;:';.-~~ .")/ ./.I /... ...-/ ';'J'.-'\..-_"',r<!'1 . ~/...'b r;aO _..-- .CY r r I , 'II (' ~ vI:. _ ~ / / I -;: '. - (f;~~ &,.(/ ///: 1.1// _::--.:'~'. -~ \ ~~ // // I /.1/ ' ~ / / I /':;/ /~:;/ ,../-::::=-.....-- / ) -{I"/ " ,..."r /" '::>~-----~~ ..1" / .....<J'f1' /' 1~/ ., v"!~ .-/ /~I ~d,\ \"10 o "--NI:.. C.Jllp-..'li SEe. !-II R....llROAC ' '. \ .. , '- \ .. , TYPICAL FRONT SCREEN FENCE DETAIL '\ 0' 2, .- / HOT TO SC.'.LE / / ,;.0, 0\ (;>' .;/Y <:..,;. <(.. '<>0';' V~\P v"" <(l" ...\'<>~ .. / ~ , Z ~ f ~ \: OINEIO!= THI:: BALAN~r:: OF F!O:I;:D C WtJ RSlER, r->AUL w" [E~~ST~ N::~97~;~;;13~~:. I~. 9]{J'37299GO & 9'30993UJ1l 't '. "- C" ""L",",- '-"\ \ \ , ~ JAr &- . l~Sl \ \, '\ \ '\ '\ \, \ r /r r/ /r // '/ \ // / / / V / G .....y,., , // / "\ '- ~/ -' "- "-....:---,.0',1" \. ~..?a./::'}((...... \...-:,. /, / ,....,...... \." ,/ \/ "'\ ........-...., \"\. 7/ //"\.\ '" ~......::.......... \~ <. '\ ''':'', \~'It. .,", .., '\. '- - \~ / \ " -;,. ......::......\-1 / .... " ":s. '-;"-. / 'r:.:r,'i: ' '\. 0 '"\' "- '''\\... '\ ~r, ,. \,~'x, . \" .....o.:./~ \'-.:...... \. '\ / \.-......... ... ~,/, ,\" ....." ~ . .....,\ .,/---", -?-{'~cjl- ',""'" '::....... (grass) , '\ \, \ / 0"' r~ r r 'r 0"" /" / / / \ NORfH' 20 0 1M _ II!!I! ',0 , ( IN 'F'"tE,T ) 1 indl - 2Dfi. rrEXlstlN<3 I-EI3END: II I O€ SCRIP.ION: DE:SCRlPiIQN; I~~~ E:;(rshN(; ASPtW..1 rr f:iRE.. l-fr'DfW'IT ',"- ~.,~,~-t:S E10SIING CONCRETE Oi B.E:DtM'iNLET " ,1(~O~ El~~ loIAf;lr,r: Iij [;lJRB INl(T ill> , Il:ElWi rOUkO/RESAFt $0 it ~E IMliI-fCU () I PIc i'Wl SET '-~-A..l.~...T--' WOODS t..lHf: I'!J I POWfJi POL( e-.- r!:NeE !n rEL:E:P1-iOtfE CROSS SO~ --_~OI___ GillS UNE. ~ TElEVISION PEDESTAl ---1:IK-- UNDrRCfrot.JHO EL[C1R1C 0 , GAS,STANI) PF'r >>>- IJ'NDERCFcWI'tD CA9tr . " GI.JARO POST ---\... -- U-l'IOERl:;.ROIJNl) lfiE:PHONt (,PROPOSED LEGEND: I Dao:RiPTlOfol; [J ~ ...cCESSlSU: PAAlo:!1'IC SPJI.CE. ,~ HEAvt DUTY .ASPHALT PA\I[I.I(NT; SO: OETAIl O'l/C?O- OD UGHI 0VT't" ~l PA'ft"OoIENT, SEE DETA1~ Ql/C1JJ. ~ RI}HT-{)f"-WA'" ASPHAlt PA~...(Ni: 5f:E: bEfAll.. Q3/CHJ_ e;:"(~X\;-jj CONCFl'aE: PAVIJoIE:Ni; :srE: QCTNl Cr4/C7.0. It) 15 ~ C(JN$JN(1) CONCR(l( CURe; ,5[[ DElAil os./C1.Q cD e;~ 'SIRMCHT COI'ICRttE c\J-A:E1: SEE: D(TALI.; 06/0:7.Q @ 6-~ COW6I:N(I) COHCR'ET( CURB: MoIO GlITTER SU D(fAlt 01/C1.0. @ ..- 1HlCl< C;:ONCREf[ W.I.lJ(; S[( OCTAlL 08/0.D_ <D HAN)lCAP R.U.IP; S(( Of TAIl,. II/O.G. Q) HANO!CAP PARKIN(; POL! !;leNS.: YE OCTAll Ot./C1.1. 0 tw.IOlCAP S't1.ISOl.. SEE DUAlL 00/'1,0. @ Dw:oNlllt TH[RlitOPtASOC w.R1aNC T>>E. I @ oolJBl( $WING FE.NC[ GATL @ ~K COlUlolN SCR[:[N ITNCE:: SEE on........ 01/a.0. @ ,," HICtI WOOD FE~E: SE[ OO.Nl 02/C2.0. <el Pv.'fCRO\.rH[) @ TRASH E:NCLOSURE: sa DETAIl 12jC7.0. @ 1..JlkOSCAP( AR~ PARKING ANALYSIS: 15 f mpIoyfts :II I Space Pff Emplo~ - I~ 1.30 Sh,""nt1i . 1 'SpdO!! Pt-f 15- St~ts, . >Z - TOT,IJ,. SPAC'ES Rl:OU1R[D oi >7 SlANO.lRO PARKING (9..4'0.) 2ti f-IANt1ICAP P'IoRKlN(,: PR(MO[O 2 (' ,~Uu.u 1 lINt -'U.'_$'SI~ J TOl.I.L... 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'~~~m~f.NRiw-~ ~~...,.e~ ~~ ~~NT$HIIll NO"hN_IJIlUIY coupun' wtEN'[:ICA'J"'nwc'O'w'(~ OR',AROUND EJaSnwc--UTlUIlES SO.A t.01.f'JY REPRESDil'ATlYt'CMII BE PRESE:PiT fO.08S(~, &NO INSYRlJt:f ~ CONStRuChON. .). AU ~ PE~~ IV M COHIAA:TOR 9WJ. CQMF'ORi,I TO LOCAl. STAlE NID f'tCE:R,IL III:CI..MIIONs. .. ~'V=rm,~l3t.~~ ,,, ~":Jll"hE SPKlt'ICOTIOl<S Of "hE UTaJIY ~. ~ UJ<< [lEVAOOHS sHowN M[ .-, THE ENOS OF TtE PlPE$. I I. All MOPOSrQ', SPOt tl..tvA11Ott5 SHOwN At IH( [ltVAllON5 ~ ,......" PA~ .ur(I ....... ~ tllVMIONS;, 7_ l.OCA~,~~~fE~T(=~~~ ww::ES s.wJ.i IIIIN(E DETERWlN/IITIQH FOR thE. ~ Of' Iliff UNSUlTABi..!: IM.IERt,IL tHE N[(D fUl' UNJERORIDIS 'IlITHDI IHE PROP'O'SW p~ AREAS ~ tHE TlWE OF I B- ~ PQS.mv( DIWNoIC( WfBolOlJ'l POIolI>>tG OR twm aa.nt5" H H.L AREiIS. t()Irt'mICTOR' ~ rEST I"CfI lOW SF'Ol"S iIIHO CORIiECI OUCltNCltS AI ttQ ,I,OOiIlOttAL COST 10 0Wl<0L 9. ~ .. SUtI1P It ,IU IM.EfS. BENCHMARKS: ~ BRONZe DOC .. fro COHCRErE: POSt, 1000':1: N:)fiJH Dr .0601 S1RfEl AND ~. 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BY: ...IMP SCAlE: "=20' DATE: 11-29-2002 PROJECT NUM6ER 02- 123 DESIGN PHASE CONSTRUCI10N PLAN NUMBER C4.0 .SHEET OF c J.;;} 11~~ TICIOCSS Ill;llORS( ......WI: lXOTt~ F/IBmC TO STA8iiJZE ~g~~~k~~ TEMPORARY CONSTRUCTION ENTRANCE OJ NOT TO sord <I. ~ I tcCI<> . UWUO - 1ilQ1'1'OI..tR>>(I !i~ i ;; 'I' ., I' i .. I~ :! ~~ - d s~ Id ~~. ii It~ " """"""'" ~e ~! .... """" .... ~ <l~ ~~ ~ 'Ii .:~ I WEll. . -" li-108 )'-Z' . WEll. , 20-':1> 12-1.11 "-20 I ..... 24-.>> .3!4-)Ij ~-I'" WEO. l5-20 12-1. !t-)O ..... - "'" '-10 2' '4-21 - w;o. I 7-10 '. ~-'O .e..ur m~ 1M Mt'H ~ .l:"qK III ~'" T Tc:I..f.RANC[ WI W(tI!Ult rOl(IUHCt S ,...... 'ICi<lIWIlX S"~O TOLERANCE 9f'MtD F'At:~11ON ..,..,,. l.DI[ ro IWs[ ~ 1'0 IH:t: lbQ.. ~ rnR 5KO[5; 8rI'IC r=oW.~"~~Ly",~I~~"r515~~~~,": 1t'S-1,..u>f'UC,tIo.TlOft Cf' '~urs,.-or ~ Wl'ftir,Tt;~ NIEot/5 ~!It 0RC0trIiiC ""TlVl MO FlRl'utY 'WIC.I.. 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C4t tnlTHthC, NICJ SHIU. ~ 01 Sl..IfTIOEIitT StA(ilIGTH 1'0 RESIST ~ CVRlNCi IIGtM.l..tTlOll N'O fO 5UP'PO'n' ~ ....... rAElRle 'SH&U. eE: A ~ (;(DTEmu: rA8RlC' ~:rStS~O~~'1TcOM lA.1AAVIDI.tI NeD tcEA1' []ItPOSUR(. SILT FENCE CONSTRUCTION@ 1IOt1Cl:!it.N..€ . ... '" T'EMf'loORARYSI:"EOING DATES 00\15 PERMANENT SEEDING OATES ........., II ~ II([OCO OURING tHIS p(RIOO. TO CI:lNrROl ERO$IOH i\T 1IillE.S OTHER boWt ... THE ~ AREAS.. ~- LArt 'SUItIWfFt S[[OING (l,I,TtS w;y ee: ElCftH()(O ~ Q.I.YS ... MUI.CH 6. APPtJEO. ~ KEOotG -..:<._ .... ""'. TEMPO/'W'<y SEEOIN(;$ 100Q SO. 1FT. oICRE: iREWRiCS .l.!t LBS. CO\IE:R saa I TO 1 '/2 C€[i' . .... ,., UI5- Jou. COVER SlED 1- D([P EROS~ON CONTROL MEASURE SlQIro( '[:NJRAM;:[ SIlT J't...x (:lI1$TtItIQ .....[1' ~cnoN m(( PAQTt:'CfOt Il:VPORART _ TE~S[[1Jlt.iC ~'Sl;;iEt)lNG E:~ CQNTRQ. 1MTIlNC; SnwrI &'U5 N..fl PflOTEtlOrli R(IolQVAl.. OF fREe PROTECIlON ROoOJ:Il.. OF SMAw 8*l.ES R[W(W'...... 01 1HlE1' FR01l:CnDH R[~ Of s..... fENCE 2sr~~ 1'1."" 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AlL ,COItSTAv:liOt 1lltT...oo$, MD w.K~ IPJS.I ~ 10 C:~H'f STNIJIloRDS RIO SPEcflcAOONSi, ~.tHE: rE~. stAtt. COUtITY, Clh Oft lClCAI. A(C4JlR(W(N1S,' ~ HAS NRIS.DI;llON... 2. lANo N,.TERA.fl:}Nrn-IOi STRIPS.,fH[ UiND'Ofi"o'(G(TAh::lft. H:llONC Fl{~ ~s: DOH( l1li A..,.,T ~ '!'U ~ (~ J. tfIS F'l.* SJoW:.L NOf 8[<COIGO(R[O A.l INClUSIYE AS M eQNTRACTOR ~ ~TNI(' N.L ..N[C;[SS.llR1' ~CAUIION$"O ,flR[\I[NT' so.. .S[tAlEH'T fRoM ~,'tH( SIT(. AIJCITlOrw. [RQ'C..tCtl .NtIJ->sctIIII(Jod iCOPiJAOt ~ !"U ~. I'ISJN..L[O IF OC(WEJJ1N(J;('SSIIII'f B'f ON-SIll ~IOH. 4, S[~,-v<<NW"TtR$.IoWJ. iE In'iRQSIOI.I ~ PFtACTJCtS..~'td:CCCC"10"III1t_1.U AfICM... 1ltI, ~ SJRE.W.:NCI'.SJORIlI .....JER SIWJ. FROII,tHE $tIl. ... . MAtD((A:..~ ~'~ AliDf; ~ ~ USTtS_NtD .'IMlIS(O, 8U1U)1:1t1G.~I(RUU:iSHillU. NOTB[ ,lU0-.:D TQ et ~~FROWANO~B'l'~T%~):tRt:~.~ ~ 5. S[DIW(N1 et~.TRAC[tI 0110 PIJel..I[: M PRlYA.q: ~ 5HAU '8( IGH1WLlE6. CI.IARINC OF. ACCUY.AAI(Q 'SroI4:N't Sl-W.l 1'tQ1'.1NtL1JOt n'l..lSHlM;. 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'w{GU.1l(>>I AHD 'S'l'RUCllIUl ~ ~ D[InC:ts $tW.L BE IWSTAt.1.tD WIiTHIiN st'IEN (7) DII'1S ~ raw.. ~ CIA AS 'SOCW -'3: POSSI8LE:. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE -DAM MAINTENAHCEREQUIREM'ENTS: 1.1I"ISfUT STfWr:MJ: 0rMIS ~ fJtOt!STCI\IIi_.Mld.....c. ~"y'~ M1 SEODIiHI 0EpagJS. ro.~' AOlaw.:t stOFW:o('.VQIJ:AI( ,FOR M ,1I[Xf' fIMt. 'I.IKN:O"tME NOJ 10 ~fMfi( lK; ~o I;'W..6- t. INSP(ct p(A1OQIIC,t,uy f()R 0CJmI0RA,1lON QII.QMMC[:.rRIail COHSTRuCTOII ACfMTI($.'ANO,REP.&lR 'BIII{CUTEU, ," - . - . J.llI1EolHl: ~ __.oa. ...s'_. Sf.o/llvtt~ IltJoOYe All S1liWIf ~ ~,SEt\lliltN1, J$tNG 'I'tIt orsTl.lR8m'~ 10 QIl:AOt.ANO $TADUrE It. S1L TFENCE' MAINTENANCE REOU1REME0s: I, DlSPECl 1HE ~f J"t*;I; '~RIOCJD,Uy.iN).w:T(A EACH SlORY (\'[NT. 2. II" f'E:1ICE F~ JENiS",SJAA'TS TO OECOMFOSL OR IH N<< -.r BtCCtCS M:FITcnwt, FtEPLt.Cl:'~tHf: N'l"t(1(O F"QffrIIQN IlAltDM"'tL,.~ .1 RE'IIOfE' C(FOSRED SlOiIIOlT ~ IT REACNa' ~ M ICOI'J Of lHE FtNCI AI ItS lOwttI fl'OOtT OR lIS CAl..II$I?IG'.'tHE: fABf'bC 'to eu..et. 4. t,l,l([, aRE, ro AWO ~ M',F:e:IIC[. tvmW(O QDIII! 0tJf. :'.::FI~~'~~"~~~,~I=..:l.NCf. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUlREMENTS' , 'J. W5P[CT JOII"CRAR't SEWIOn'TRAPs .vim tIOt Stainot [I.'[Jd ~, JlEPAR.un.(RQSJON MG;J f"PNO HOt,.'E'S-. ~ 2. ftt~ 'St00lf)(f m1r:1I II HAs IlCCUUUlATE-D ro Old -NLf H Dr::S.aI Cf.P'hI. J. RtPl.loCt ~ .Citillltl r.&(;'DIJ: .. Cloc;;r:::{O, -t. lI'ISPttt AbON. NCI'A(:"sao . -.(CESSNtt. 5. CH((X OCPTH ~'I"/TO .[PISUAE. ... IIIIGMIAI Of. I.:!." n. OEPDi F"R'QItII.1HE. ~I 01' fH(,.S[f1U:D ~ ~,NlQ-lEs:f.P()III1 OS'TI€ SPIJ.....y . F1LL.Ji<< l.DW MEASlo,.lIiMtTAIH D[SICit D.MTlOIlI. il. ~"Y 'REPuCE ...m iDISIUttO RIP .~> Dt..-. ~ TltAI I'lC S'TC"E:S tM M SPl.LWA"t ARE ABfM ~ GRtItE:. 1.Ilf1(R' H.1. crsTuRStO .-JtW..MY[ sa.. Sl'~.- Jt[IIOW( M SlRl..CltJA:i NtD 5{~. 'SIICOiH..&i[ tlSflAJI:O.IR(.a to El.(NO- IIIfH 1b..onN;.aR(a$. MIO SJ..aux. ~ROF;ION CONTR()I P.iIANI<FT (SLJRFACF. APPI 'Fa) MAINTFNAN~ RFO,-!IREMF'NTS: 1, ~ ~ ESTA8u:!HiIEWI, dC$P((1' Af"TtR: STORW r.am FOR /ftH( [AOSlOtI BElGW 1M( 0lAIIKET. Z. IF ,AN"!'.' MEA SHOiIIS -EROSION. P\RJ.. BlOC: TKId.PORTION' OF IH( ~E"I OMbtCO II; i.OO'SOI..., ItE-S[(O''bE oUtEA. MCl 1t[-t.CTMD.STIIPU tM( 1II.NOCtf. 1M"TEil:'V[C[tA-tw[.mABl.JSloKHT. CkeCJC. 1-tC:'~'tED ~ PEAtOOICALL'(, TEMPORARY GRAVFI CONSmlJCTION ENTRANr.:F.MAtNTFNANCF R~UI~MFt(fS' 1, Do!S"'EC'.(NTlWItt P,I(l AND ~ iQl'SPtISIll .AR'(A. 'lQ)Cl.T" NrI:I MI{R' SIORII MolS 00 ~ uK. ~. IilE'5HaP'[ P;IQ AS fI[[[J[Q FDA 0RAIfIlI,C( AND RlJNOf't toNrRoL .1 TCP' DRt'SS. 'MIH CI.EHt STOIC. AS MttoE D. - .. 4. ....((~my Flt1IO'tt :wo RCO SDJlII€fd 1Rl'ICKtD 011 ~ ONTO Pu8llt At)t.Q$ 8t.SRl/SHU'IC ORSWE[P!NC.. nl.JSMt,C 'SHQU.D (N.I' BE US[D . TH[ IQtER IS ~D .UO "- -s(OIU[Nf"TIUP CiA fIASII(. s. ~ MY ~ ~ ~ ~"U,:r. EROSION AND SEDIMENT CONTROL PLAN SUMMARY ANO "RULE 5" DATA PROJE:-c.T: CODCIAAO $CttO()L M1\JftEN'CiD~~~ ESnIUlUJ STAIII~ 5PIlD<<i 200.) I[STIItlltttJ C'OId'l(1lON ~ '5lTE IX\'O.CPW(HJ: f.lll 200' fl,..IX.lOS'I,. rtOlJO'l:fAf rRl:rc;($, _ fl.DIl(;Iw",-rs: NOT '""-CAEU flaSru:;. ~, hf'{5 II OE-sclIIPOOH oC"ROS6'I' SW"r l.-OW: 1Xt:P, ~1' ~., ~ ~ YWII SCI..'r lON.l: CUP, m.L (MWIl[D SOlI. R(C(MNG MJ(R"S: DHT[ iRIVtR. PQTDn'W.. MCAS 'llNf:RI '$I~1tII W4't ~ ~~ NOMt ICNQIlN (mflNC W{WAhCH: JH( SO( IS~" o:;r.ot(~ WITH sa:wn GRASS($. CON1'...ct PERSON:: .QII PE"CJ( CM.. DtSllCN$, uP 24" ~CJQRS AQ'II. Si.VTt [ ~...~4t;2., ()liJ 1"-1968 IoOJ>CEffIl.ANtIlIS(, I<OIlTH - ca.ao~oo.o. $OUTH ~ .000000fiUlll E.tSt-~ WI.$I - etJIoIW(AI';.... SIT( 5P(r;n: S(OU(NC;:( AHO ~ NOTES: tHE ~RM;TE1! SIU f'tNCtS $HOUU) DE ~ ~AIf~~~~t.&RLcJ:i,;r..c~.:f(,.~NT~~ TM[ SiIE. POSIDII CONTRC\, MD IR[T II'R(iIECTIOI4 SKIIU. 8( -.s11UW II.IIIt(MTtLt AfttR IHSlollll.lA11OII OF 'S101lQi1 SCv'ERS. c r-- ~ 0 N ~ U~t<"l ~ , .~""""'" !~ ~~N l:/.) Vl.~ Z ... ~r-- 0 0 QUJ.... 0 III'" .....:l UJ::r: - "" O~O r./'; t. r-- . o z OVlVl ~ OJ. z~ _0 0 .. z z:;::~ ~- ~~~ . - ~ .. . OJ> D 0.. f-' ..:l - z. >- <i1'J CI) r.IlO ;.;:. . <r: iii U 1--4 ...~ U 1'1. <0 1'1111 .... 0:<) In ","'Io"'SII~f.'''''I''".; l~ ~t,'li~;;~ (':"~ #o::{"/~~~ ~..;....~1. :"" """<= :"f: ': 1,!: SIAI'EOF .:01::- ~~~;.<to, ",~~<+i:: f """.It:':;/~~;.:(.~~'Io"'''''''' I.IIUIII"'" DATE: .....:l o o u.l <( ~~3 U~o lZl IlJ 25 Q~J ~~1lJ <r:::;E ~ Q::;E P:: Q8c5 o d ifJ ~ - ~ ~ Q H o ~ E--- Z o u z o - Vi o 0::: ~ OWN BY: AOH CHKD. BY: ~ MP SCALE: NONE DATE: 11-29-02 PROJECT NUMBER 02-123 DESIGN PHASE . 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BY: .J M P SCALE: 1"=20' DATE: 1 2-20-2002 PROJECT NUMBER 02.123 DESIGN PHASE CONSTRUCf10N PLAN NUMBER C6.0 SHEET OF DATE: ~ o O~< 0:: 2: ~ U 0::..... cn~@ ~U"" p::;P=:....r ~.~~ ~~P=: a86 o d SECiION A-A ~'-o" 4',....(l- MlNtMU\I AT PAVE~ENT CP.ADE: E:lEV....T1QN ~EW 6'-{}~ A -\1- ~ ........ .,~~ ..q.....-q". _'"-<1 '. -<<.''1 ..<l. ,q.,-<;J_" </'-. 'q.,_~:.-<>',:~ ;a...'..<i ~~:!~'t~~~;:~1':0~~;;'~Xlr; n~~~J:/'~ "",~ c' .'l' -' -.... l,i'p'~IIJC.'BUr.liP(R "\II A r;.t.lCR(T( cu~e I~~E:O 00Wt4 TO GAAOE AT RAM-P HANDICAP,~AMP DETAIL@ Ntll 10 sou: . , IF ~ B0111l10 ~p JS LESS ~ 480- T1iE:~ SlOE ~lAAES WSl' HAVE A 1:12 WAX. SLOPe: S. r---:----! PAlNrro SPlI1'-FACf.rJ 6L.-QC1< WHIT[ W('r1. PRI\-'ACY fENCE. GATE REBAR ~(rNrORCE:ME..H1 TYPCIAL SECTION 12'-0" o , ~ -'lHTEOo SPLIT-FACE!) Rl:OCI< TAASH (NClJJ$UR[ CN.lE BOlT HOLE Wfi , '" CROSS SfCl'10N TRASH ENCLOSURE DETAIL @ NOI 10 SCloU . .. , '- c ;1, ill,', ",: ;,.'.:'" ," ~rr I COMBINED CURB &, W!'J..K DETAIL@ NOt to 5.CALE . TOOU:D EDGE .~:~ <! p_."" -<:I -'\....:(! .f~' " .',,~ , ~.~' '"~ '{~: .< - '.~: <t. -i .p'- ~ -l!:. :"'-Q~ 0ClWEEt.l l~RSE J'QINT'S .... ,~:, OOWiF..-clED STONE I, "" RESERVED PARKING . VAN. ACCESSIBLE HANDICAP PARKING 10 SIGN DETAIL N aT ra SCAlf WHITE' PAlNl 131..u( P.-.!NT CR[D'" - 1Ll.IJWllN.I.TIOO lAP'C: (LETTERS) BluE - IlL\JY!NATIItC lJoPf: ~S"J'LHIOt. BLOCI<) 11[ - ILLUWu.l,l,llNC TAPe: (fJ,ACt<<;ROUN()j 20" " J" GREEN - Illl,JW:ll'UIlIIiG TAP( CARROW) [[N - IlUJIoI.NillTlNG '.-fIE C80ROCFl) " "yNJ. ACc::tSSI61[" 10 'BE NOIED roR 'T'J.C(s O€51GNAT[{I FOR 11-1...1 IJSE. H01(: .lU. STRIPES IO e( ... ~ ?MtT[D wHlT( PAINTED HANDICAP ", SYMBOL DETAIL HOT TO SCAl..E c c I ====+ I. NO, lIe SUR:F'",CE --.-l1" NO. 9 :EltNQ[R -+ 2W NO. :5J SlONE C~' ~ ." NO. 2 STONE ~V0y'50Y)ty~~VJfM . I ~"-.; ,.",,!-..;\.. ~12~ 'SUBGRAD[ COlolP.&C1ED TO . '9s.~ or Ii STN'iMRD PROCTOR LIGHT DUTY ASPHALT PAVEMEN, T'SECTION@ t+:)T ro<SC&.L:e' -J'. NO 110 su'<rAC( J-" NO. g BtNOE:R- ~ - NO. ~J STONE 4" "'0 :2 STOf>l'E ~~(;<7:Z0:~~o/;P@~~ " , ""/'0/\" I '2- SlJOOR>IoOE COf,(P'.a.cTE:D TO HEAVY DUTY ASPHALT ." OF . ST..o.RQ PROClQ" PAYEMENTSECTION 02 :IotOTt<OSCAl;_E C , 53- STONE INDIANA DOT ASPHALT OJ PAVEMENT SECTION I't::'Il It:1 s.uu: r CONCRDE PAVEM(NT 1.\ _.4ji/i-i-:-:5A;8~ S, ~o." CO",,"'<<O STONC~;.W'O"" ~ (~ ' 2- suee-RAO( CQMP,i,CU:D TO J ' . . . . . .. 951: OF A STA.nl)JIR()' PROCTOR " /;>>>2>->>>.;j0~~->>>~ CONCRETE PAVEMENT SECTION 04 NOI 1'0 SCAlE .. IS. '. .OQ~ l:! COMBINED. CONCRETE CURB'S. GU, TIER (TYPE III)@ NOr 'to $-GM,E - STRAIGHT C0N(;RETE CURB DETAIL@ prof 1(1 SCAl[ . I I r-- O-t 0 N r.Ll ....:l Ut:<"'1 ~ t ~;:) ;::j ~ ~ ....:I (I) r') r:/) ~"- ."T Z w_ "E-< 0 w" O~..... CJ >-rl "...r ~ :r: :i',o I--l m" OE-< O. r:/) "~ ~z d [J'J (I) ~ 0< z:::> a "'0 Z....~ mZ a- ~~~ o . ....:l >-., u- "," A..! E-< ,....l ....... .0 >- -.. i/.) (I) 0 0< lIl' ~~u ....... < U ;0 0 M'! .,..., r') Vl ,'\~IIUfll,., :"\,,,,-.~s M.pr#;, $"~ ~.~~r;,"iE~~~C:"~ S">,."" '-.1'-: : .: PE:l10337 ~"'-= :. -. STAt.e: DF.: = ~-G'.. . ." 9:~ ~ ~Of.>,;.-?r?}~"~'t."$~~ "",-#~S'DNr..'-1'-~"I"" ;'.llIn~I'\ [)AT~: ~ o O~~ ::r: 2: ~ up::...... Cl)Qp r.LlZ Ou.... .......et:...s I-L-t ~ r.Ll ~~::E O~~ o8u o d :3 ....... ~ ~ Cl ~ ....... CI) DWN BY~ ACH CHKD. BY: ..IMP SCALE: NONE DATE: 12-20-2002 PROJECT NUMBER 02-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C7.0 SHEET OF 4~ rlR[ PP;OT[CTQ.I UHE DIM:EI1S1ONS IN'CHfS; A . C (~X.) (1.0.) {ltiilN.) 1B ;48 25 ~1 l...a ie :i.4 4S " 27 '130 "... .XI 1150 .3a 33 60 .1 ~ 060 .u 42 ~ SO e.~ tOPSOIl e- PREWJ FtEOVC-E:.R en NOTES: .. CUSIOl.l[R SHALL COi'iSTRLJCT wETfA' VAULT NON-SHR1f'iK CRout PLAN 2. COI'I'STfnJCTlON ......TEfrw.'S: CONCFfO'E:. 8~..e~1L' fi. CONCRUE BLOCKS ANO IlIORTAA: ~_ PRECAST 3. IN'SlOC OIlo1fNSIQNS Pt:R IJRAWlNGNOTES. y,t,lJtT TO" BE 'SEt LfriGTrf'tIrISE WITH SEFMCE:. 4. Tel' .or VNJI. r TO EIE .COHG'ETE. AT lEAST <I~ THICK wtTH REINFORCING. WHE.N .....II.lJLT IS CON- $AlJCtEo IN p^~[).~, .pA.'J('lI(NT IS 10 at LEvEl WI1H leY- Of 'iAULt. o\NO ttiC toP RUN- F'ORc-EO> ~FiEOUIRED TO SUPPOOl TRAFFIC LO.'J)S. IIII1iEN' ....f.lJ1,1 IS CONStRUCTED IN ~SSP1.DT, ToP Of' VAUlt SI-W..l CORRE.sPoNO WTlH 'FlNI'SHm GIiAO:( LCvtL Of' S\lRR(jUN~ I\RrA. . s. aOTTOIlI or 'w'NJlT TO 9E: ,I,tUHlWN OF s.a Of C~Et) STONE.WlTt<l ~INIWIiI C:~ or 12. SilOw 80"0\1 (rll' nRE/SOM(:( \JNE CURB MANHOLE@ NQT TO SCAL( C . ~>. :; (, , " . . fooWoIJ-O.E $'r(PS RECIJlREOo IF' DEP:fH [l(CITDS .'-0" (~T 16~ WAX_ ON CENlERS) PIl m>E I'OST ~OlD.lOO ",- CCI,(FW:'TED ISJ S-10l'C( ACCESS HATOi ~ INCRESS 4" EGRESS LJOOER j, FilEBI,R 6~ O.C t,.u:H W}..Y (XISTlNG GlU.OC 6. ClISTOI.t(A Sl-W.lFURNrSH 2. 8M.1.. w.t.V($ ON whEt 'S'oe: 0( iHE i.~ loIEtER SETTING. 1. C\lS1QW(R ~ Fl,JRNl$H OOV6U:: tlUeCfij~ CMECIC: YN..VE "S N"P'Fil(N(O Err tH( lNOlANA v(pAiRn,IDH or EHlJ1RONM[tjT..... MNiAC[f.l;E-It1, wITH fIT-PASS M[1:[F!: ......0' ~Slt.1(Nl 'SJ;.II.. <>41( 'i,lL'<!'E ON OVTLET SlOE OF CHECK VAl... VE. . .. .e, C::VsfOlolER SHIlt. ru~ 'I,iUll. FIU.Mt J.t.jO U!) TO BE 'LN'iTAi..lEO .... TOP Of 'IAIJlT 8"f CUSTOWEfI (SIleO .XI-~.:UO- .....UIrollNuY POI: 9. W,l,.J(~ CQloIP........ WIlL. Im"iJ. OOlESn.: SDMCE: IN TQ tH( W(TE;.R V;l,l.J1. T ANO !NST.ll,:r.. 'loIE:n:RS. 10-. ClIsr'OMER' StW.l lNS'H.J.. fA ~R M PIT FOR IN.IjRESS,l,N() [C;R~s.. SECTION "A-A" LEGEND 2. .STEEL PIPE. FroUIW OR SOUARE. SEf IN: CONCRETE SToP' $JCIol lIiSTAl.l.EO 1M: VoNO'SC'PE AR~ HIIlHO-lCAP. NO P.I.R!.CINC SfCN ll'tSTAlLEO IN P"MKlNG loT_ IoUoWOH;.i.P l.OC"fIOoNS ::;: -S'IOED WHE:FlE sr.-u.s FADM(; NOT lESS TI-WoI D.5 " LAI'1HG LE.NGrH @ g.o fVJiC[C B=E:N:D @ ".EC!oWnCAL JC4N1 c-.n: VAi..~ .& eox c]I 8AU. ".....\1[ WI Fi.fJ'tCEO EriD (i) TAP"P1NG SLEM w/ TAPPiNC y,f,t VI: . aoJli @ FlEDuCiI'fCi Fv.Nc( Ql lQt:.-FM @ DOUBLE. DrTECrOR CHECK: YALVE ,IOSOl:8lY @ lUReU'lE WEIER - rt.>>IGm A.1' 8m"" ENOS (En" UTIl)IY} - .- WE1E:A: <tJ F'i..ANCED os: I: Y"IN..Vl @ CWE.O<: ....Al'l'E <D Fl-R:E UN[ @ IlNICEO TEE @ 00t.Irsnc. Sl'fMCE C!t tx'IUeu:: C l1[Ck VAlVE .. 3~g ~ Q...... .' ~~ MASTER WATER METER PIT DETAIL NO sou: PA'l/EWENT NOT LESS TH.Q.I 0.75_ lA"I1HC LDlGTH .c" ~ COIofCIiEU rOOTING "C TRAFFIC SIGMAGE@ HOT Ta SCAlE . lJI'IOl:S1\JRBf:D fARm -CO 0UI'S1De: r,i,C( MUI :/oIOT LE:SS TI-W.I ....AlUES eNOl IN t.-.eu:: FOA 90? AND 4~"? BeN.DS OUTSd){ fACE AAE.4. NOT \,[55 nw.I V~UES. GIVEN tH T.-.aLE FOO n 1/Z AND 11 1/". BO(1)S ~ .WltI. .... t.IIN Sl..0CK1N': F-oR FllJCS N.I:Q DOS EtOC..:.1HG FOR Pl..1JCS ,IJolt) SENDS PIPE OUI'SlOE FN:;( <<I'!. (S.O. FT.) SlZ~ CJf' SIZE: Of OIJI'SlOE 'F'A(E" SIZE PLoG 9IT ... :U liT Ii Ijr RUN BllmCH ~(so.,n.) ,0- " 2> ,. 7 , ~O- W ., \." " ,. OA 12" , , - . 12:~ , . ..- O. ., lO- ll" 7 .," ". 0 .- "" .. , .- LESS ." ," ." 0',000 LB. loaN. OOI<<:I<ETE '2,000 LB. 11111>1. CONClitEft ~.~v,:~ .\%;--<<0:~~ " ."\.'',,~ VNDlSTlJR8[D EAR'H OIJfSID'E FACf: ,t.Rt.A, NOT U:S-S ~ VAlU.ES Gh'EN :IN TA8t.E FUR :Pt.UCiS. PiPE 0.0 2.000 -l6. IIllN. CQfoICfi(T( OOTSlOE rICE: AFI'f.A N01 lESS fM..iirI VAl.UE:5 CflfEIoI tH TAStE.. SECTION "C_cw SECTION "O-D" WATER MAIN - CONCRETE BLOCKING 0' NOI to 5CAlE . 1 c c " WIN sEE uT1uTT ~ fOR INVEA.1S rLE:XI6L( PlP! SlEEVE CLEANOUT DETAil 0' NOT TO 'SCALE ~~ " E)(T(NOtN(; ZO"FRO'-' $lORM 'INL~S OR iMHHOlE WliER[ 'StiOWH OH THE U'rllllY a-' GRAOlNG P1.>>l .; z_ 'PIP( ~f(RIAl PER INO~ DEPT_ OF lR.J.HSPORTATIOH ~CS, Noll."~ 6.02 o .' '-t ~ '8 w.&SHCD SoTON( ~.~ ()W,l(KF/ PEflf'QAA1EO HICH' OfHSfT'I' Pol'f[THLENE PIPE: 'WITH ~HIGHW"'( SOCK rUE"" ,. ''IN: ." """. 4" PIPE UNDER DRAIN .2 UNDERPAVEMENT NQt to 5Q1.( [OC{ or PA'J(t.t(NT. CURB) CUTlER. OR SIMIlAR SffiIJCIlJRt IN THE PUEVC R'lCHT -Of ~1iI/";'l' OISTAHC( OEFlN[1J I3"t 0.0.1. RE.OUlREloC[NT . . .:oN:,. 6" JOPSOlt.. /' TCJ..[tfSIJR( CRASS GOOW1tt If J'fOT I . l,INO'[Fil'PA'O("'(NT ~/ "'''''-<'''.' ..... :;/ ~, "-/ .>?: ~,. If WITHIN ~. Of EOG( OF ~W(N'..IJS[ .B~ B~~"" OR' €OU"'_ GPAliUlNF IrUIT[Rw... COMPACTEO TO gS'" ST/IoNDARD PROCTOR DENSIlY rOR ENTIRE lRENCH BACkfU jOO rr tloT WItHIN S' Of' tCXi( Of" P'.lVE"(Nl~ lIS( tJ~ aoRRCM tOlolF',i.cTED TO' 90: srAN'DARD PRO(;fOR m;wSI'rt to;> 1/6 OF PIPE Ow.LETER AMJ RECliLAA BACKf"li TO ToP 0'- 1004CH O[PTH Of BED~NC. :l.I\TERIAL BELOW ~ 16 SlON( OR .&PPRMO (OJrvAUNJ BmOiHC I.t'.~RW. l-WCI TIWPE.D OR: WN..KED- INTO Pv.c.E. W<J!ll 00 - OUTSIDE OP.NE"[ER 10 - IHSWE .O\NAE'T'EfI -d II DEPit1 Cif efOOlNG ....~ mow' PIP( " 27"" !I s.wuJ:R >>~ to I$O~ G'" !I ~[R ~ I. M.L INmI.l. BACKF'llL S/oW.1. B[ INSloIl.lED IN 6" TO 12~ EW,AHCEO' IJFTS.. 2. ,., MIi'tIr.ttJ1;t ," OF Cl..f.hO.AHCE $HALl oc PI({M(1ED ON [ACH . SlOE. Of l1-I~ 1H51.1lLED PLPl:.. . (..., J. ,- ,- REINFORCED CONCRETE PIPE (RCP1@ BEDDINGrrRENCH DETAIL . HOT TO SCA.LE 0I1.1E NSIJNS INCHES . . C (..cuj (I.(J_) Cl.l1H) 16 413 25- 21 <4.8 28. 2... -41! .31 2, 60 )4 :J(J oc :l8 -'3 6(l ., JO oc .. "':2 ~ so ..4""'.""="- {~. ~-().RI'NGS s" P"RECAST REOUCE.R CAP 2'-0. lh ;y~ _____ ....----:--NOl'I-SI1RINi'i ______ GROU"- a 'C 94M:El- SECilON .'Sl~ C-4'e. ClASS A R(lNf"OR:(;(O CI)NCR'ffi PIP( 4000 PSI ,. R(BJ>A 6~ o.c. [.loCH W"'''' .. WJiHOt..-E STEPS REOilIFC[D If ~PTH tx.c:e:EDS4,':"O. (AT 16- w.x. QN t"EH:TERS) STORM MANHOLE~ ,NOT 10'SCAlE ~ r- ~ 0 N ~ U~<'i ~ , ~SM G;c . < ~~<'i C/) IL , "v Z w~ ~f-< 0 w:'i Q~- Cj 1-,", ~~~ :;'" i--4 00" o E-< O. (/) -~ ~ ~ . den en D~ z';:l Cl 0:0 Z-~ ~z .- o _ u:l ~;::J ......:1' e. ~J ~ f-<.....:i i--4 ,,0 :-> - . UJ~O Q~ "'Z ~~u i--4 < U ;0 0 ,,::: ,..., (<) or; "IUIII"II ............\'~~.~.... .o:r:~~;" ~.. ~~"i-C.1sT~ic..(1 -;. =-::J"''<'~ ...."'1--;, ;;: ~: PE9100.37 :... = : :. ST.A.Tl::Of': ~ %. ~~~...:II.DIAtt~..#tj f "~..rol~C"S.f~~~t~,-..,.""''' 'I.IIIU'.'\\ DATE: ~ o o ~ < ct";l ~~~ ~ up:;.... ~ UJ Cl Cl ("' Q~~ ~ ~fi]cl Q ~:::E~ ~ Q ::E P:; ~ ........O<t: _ 1---\ U U C/) o d DWN BY: CHKD. BY: SCALE: DATE: ACH JMP NONE 12-20-2002 PROJECT NUMBER 02- I 23 DESIGN PHASE CONS'J'RUCrrON PLAN NUMBER C7.1 SHEET OF /' ~' 1\ \ \ \ \ \ " \ \ \ " " \ NMJt CUT lD<<R. lHl'I lP '9..!G or ~"'I:."'t.:,'l"'m Sn2 ,I,JtlCH CU't 'lItlR:( il.NO HOSE MOVf. :FIt$1 ~ 51.-( TR((S; \.II'CCIVt J- C'4. USE IIIIOOD Sl.w.;ES ) P(8 tR[( 0 .20" CUY TRa:5 yo Cil, .-: I"ARCO usE ~...- fi:LtlKtS 0RlV(IrII. etLOw ~. (J STAIIC($ 1:20' N>Nrr) TOP C.f' ROO'I eAOwM '..... A.SOW ~ r;iRA(E CUIN..L_MtI~~~ ". IfUlCH LUE:A-, AS SPCJr€:[) ... (JlI. I .- 'SIOCffI: AItOuNQI PlAfrITV+C: ".. t'lClv.oT(tl ",re.':h"'P..i2' . US[A5~ ~~mJ6..'l8's STAK[ 1.0 BE IS" BELOW M ... ~~ uJd:ltST\..IRSEDS\.I8GRAtl(~ (' I il 'I I \! \ II :d I II I I I. 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