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Packet 01-21-03
DESCRIPTION: ILLUMINATED D/F MONUMENT SIGN AND FLAT CUT OUT ALUMINUM LETTERS. ~ lfJ~t~~~/Ql 'JAN 10 2003 DOCS COLORS: APPLE FACE: BY OTHERS FACES: CLEAR APPLE BORDER/CHANNEL NEON: 13mm CLEAR RED STEM/CABINET BORDER NEON: 12mm COATED EMERALD GREEN APPLE RETURN/RETAINER: GLOSS BLACK INNER BORDER STRIPE/CHANNEL INTERIOR: EGGSHELL WHITE CHANNEL RETURNS: GLOSS BLACK BORDER CHANNEL: GLOSS BLACK CABINET: PMS 553 TRIM CAP: BLACK REVEAL: BLACK FCO ALUMINUM: PMS 553 WITH 1/8" EGGSHELL WHITE BORDER C? ill rl rl <:t '<t 5'-93/4" 8'-10 " PRELIMINARY DRAWING NOT FOR CONSTRUCTION I have carefully reviewed and hereby accept the drawing(s) as shown. I realize that any changes to these designs made before or after production may alter the contract price. All changes must be in writing and approved by both parties prior to production. ...... (Xl o (Xl U1 Silrulture: Do'. 11-IE CUSTOM ARTWORK ce,ICTED HEREIN IS FOR PlEPRESENtATTONAL PURPoses ONLY AND MAY NOT EXACTLY MATCH THE COLORS OF Tlt: MATERIALS .-ROPOSED. ELECTRJC SIGNS PRODUCED AT TOTAL IDENTTTY GROUP CONFORM TO UL 48 STANDARDS AND DISPLAY THE UND~RS LABORATORIES LABEL. ~~ O\~ O~ g>~ -9 O\~ REVISIONS DATE DESCRIPTION IN/T. ..... '" TOTAL IDENTITY GROUP 1.\.l(lI\rls...'....._H"".II'Il"TT.Rrl. Rocl\C'1ota;~-yUb13 (7I.")t:!7.J)l151\.t.".(7'JtlJt17..,Il151 This is an original unpublished drawing created by Total Identity Group, It IS submitted for your personal use in connection with a project being prepared for you by Total Identity Group. It IS not to be shown to anyone outside your organization, nor is it to 7-21'>' 6'-10' FRONT ELEVATION SCALE 1/8" = l' NOTE: ALL PRIMARY PENETRATIONS THfU WALL SURFPCE TO BELOW ROOF FOR WALL SIGNS. ALL PRIMARY HOOK-UP BY GENERAL CONTRAClOR'S ELECTRICIAN. NOTE: OVERALL LENGTH OF NEIGHBORHOOD GRILL & BAR AS SHOWN MUST BE PLPCED SO EQUAL DISTANCE APPEARS BALANCED ABOVETHE THREE GOOSENECKS. INSTALLER MUST MEASURE PLACEMENT FIRST BEFORE SECURING 10 WALL. INSTALLER 10 VERIFY ROOFLlNE. .AMPS-----------~ :iOmL~RCWTS-----~:io~SQUARiFOO~Gi: APPLEBEE'S 9.9: ,APPLEBEE'S 1: ' APPLEBEE'S 13.80 ' NEIGHBORHOOD 3.1,' NEIGHBORHOOD 1': NGB 11.6: GRILL & BAR 1.1' : GRILL & BAR ' - -- -- -- -- - -- -- -- - ----------______1 PRELIMINARY DRAWING NOT FOR CONSTRUCTION I i . I have carefully reviewed and herety accept the drawing(s) as shown. I realize that any changes to these designs made before or after proouction may alter the contract price. All changes must be In writing and approved by both parties prior to ~ production. <0 .j:> W I\) :0 m :s: Slgnllture; Do" TliE CUSTOM ARTWORK DEPICTED HEREIN IS FOR REPRESENTATIONAL PURPOSES ONLY AND MAY NOT EXACllY MATCH THE COLORS OFTHE MMERIALS PROPOSED. ELECTRIC SIGNS PRODUCED AT TOTAL IDENTTTY GROUP CONFORM 10 Ul "8 STANDARDS AND DISPLAY THE UNDERWRITERS LABORAlORIES LABEL l>~ ~~ O~ ~l O~ -~ .j:>~ REVISIONS D41E DESCRIPnoN /NIT. 1/3 "APPLE BEES" DECREASED CT TO 1'-4" ...* '" TOTAL IDENTITY GROUP :o.&!I\lrlll',h..lknrlotlc,,"!1..R..l" "RNhM'..r, NY 1 Uol.' (716)127~.f.a>.f716)iJ7-')lJ51 This is an original unpubfishad drawtnQ created by Tala! Identity Group. It Is submitted br your personal use In connection with a project being prepared for you by Talallden1ity Grwp. It Is n01 10 be shown to anyone outsideyourorganlzation, nor is H 10 be used, reproduced, or exhibited In anyfashlon. A1.0 22'-0. !--10'-9" ---1 ~ =i T LEFT ELEVATION SCALE 3/32" = l' NOTE: ALL PRIMARY PENETRATIONS THRU WALL SURFACE TO BELOW ROOF FOR WALL SIGNS. ALL PRIMARY HOOK-UP BY GENERAL CONTRACTOR'S ELECTRICIAN. NOTE: INSTALLER MUST MEASURE PLACEMENT FIRST BEFORE SECURING TO WALL. INSTALLER TO VERIFY ROOFLlNE. ~ - - - - - - - - - - - ; : TOTAL CIRCUITS - - - - - ~ ; fOTAL SQUARE- FClOTAGE: APPLEBEE'S 5.6: ,APPLEBEE'S 1: ' APPLEBEE'S 21.5' NEIGHBORHOOD 3.1 , 'NEIGHBORHOOD 1': NGB 22.6 : _~RI~L~ ~~R__ _ _ ~.~:: GRILL & BAR : - - -- -- - - -- -- - ---- PRELIMINARY DRAWING NOT FOR CONSTRUCTION I have carefully reviewed and hereby accept the drawing(s) as shown. I realize that any changes to these designs made before or after production may atterthe conlractprice. All changes must be in writing and approved by bath parties prior to production. --'- <0 -I> VJ Signalure N Dale THE CUSTOM ARTWOFl( DEPICTED HEREIN IS FOR REPRESENTATIONAL PURPOSES ONLY AND MAY NOT EXACTLY MATCH THE COLORS OFTHE ~TERJALS PROPOSED. ElECTRIC SIGNS POODUCEO AT TOTAL IDENTITY GPiOUP CONFORM TO Ul 48 STANDARDS AND DISPLAY THE WDEFM'RlTERS LA80Ro\TOAIES lABEl. . ~; b~ r\)~ 9.~ ..." REVISIONS DATE DESCRIPTION INIT ..... '" TOTAL IDENTITY GROUP "2.~RrlSM",,_HM\.I..rI~ TT.RrI. Rochntu,.-:"'YU6%\ (711'>~7.1)l15n.f.r...(71ftl127J!lL51 This is an orfglnal unpubli&h9d drawing O"9Elbild by Total Identity Group. It Is &ubrnft!9d for your personal use in connectia'1 with a project being Pfepe.r&d for you by Totalldentily Groop. It is not to be &hown 10 anyone outsfde your organization. nor is It 10 be used, reproduc&d, or exhibited In anyfa&hlon. A2.0 0( z z ~ 0( 0 l- I I <( Ow I > tZ~ Ul _ a: ~ Q. - Ul - ~ I I l- ll: ~ z ...II!! 0 I&l~ a: "- :IE II: 0( 0 ,- I - 00( z ~ 00( Ow t..Z~ - g: ~ z~ c~ . -~!" ..II!! wi!i ~ ~ a: cC o jl I ..... ;r ~.. DESCRIPTION SPECIFICATION FEATURES McGRAW-EDISONe McGraw-Edison's Galleria combines beauty and versatility to make it an excellent choice for architects, specifiers and contractors in today's energy- and design-conscious environment. An aesthetic reveal in the formed aluminum housing gives the Galleria a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. APPLICATION A...Housing Formed aluminum housing with stamped reveal has interior-welded seams for structural integrity and is finished in premium TGIC polyester powder coat. U.L. listed and CSA certified for wet locations. D...Reflector Spun and stamped aluminum reflector in vertical lamp units, or hydroformed anodized aluminum reflector in horizontal lamp units. Rotatable optics standard. E...Door Formed aluminum door has heavy-duty hinges, captive retaining screws and is finished in premium TGIC polyester powder coat. (Spider mount unit has steel door.) B ...Ballast Tray Ballast tray is hard-mounted to housing interior for cooler operation. The Galleria achieves superior light distribution by utilizing a seamless reflector system, making it the optimum choice for almost any small, medium or large area lighting application. C...Ballast Long-life core and coil ballast. f...Lens Convex tempered glass lens or flat glass. A B C D E f DIMENSIONS Arm Mount Spicier Mount r Al .......-.......................-...................1 I ". .... J ~I .........~...__... 4-r.....................r....-..........-.......[ Le ........................... ------------------------.. FIXTURE A B C Small hn.I 91/4 1112 12718 (mm) 235 38 327 Medium (in.) 11 3112 191/4 (mm) 279 89 480 Large (in. 1 14112 41/4 25 718 (mml 368 108 657 D 15518 397 21314 552 27 686 F 31/4 337 150r 16 381 or 406 18314 or 19 314 476 or 502 E 6or9 152 or 229 60r 14 152 or 356 6or14 152 or 356 NOTE: Top cap used on GSM with l000W flat glass vertically tamped optics only. COOPER LIGHTING GSS/GSM/GSL GALLERIA SQUARE 70-1000W Metal Halide High Pressure Sodium ARCHITECTURAL AREA LUMINAIRE DARK SKY FRIENDLY In all flat glass configurations. ENERGY DATA CWA Ballast Input Watts 150W MH HPF (210 Watts) 175W MH HPF (210 Watts) 175W MH HPF (210 Watts) 250W MH HPF (295 Watts) 250W HPS HPF (JOO Watts) 400W MH HPF (455 Watts) 400W HPS HPF (465 Watts) 1000W MH HPF (1080 Watts) 1000W HPS HPF (1100 Watts) ADH012827 ...~.. r""'-1/J ~~o _ r'fl! G S S/G S M/G S LGAllERIA SQUARE PHOTOMETRies 4 4 4 4 4 "- - "\" lB~oE I I-- ~ ./ 3 3 3 3 3 2 2 2 o o o o o E 2 2 2 2 2 3 3 3 3 3 4 o 234 5 GM-4 GSM-AM-1C1OO-MH-MT-A$-FG 1000-Watt MH, Area Square 110,ooo-lumen Clear lamp 4 o 234 5 GM-5 GSM-AM-1C1OO-MH-MT-AS-SG l000-Walt MH, Area Square 110,ooo-lumen Clear lamp 4 o 2 3 4 5 GM-3 GSM-AM-1C1OO-MH-MT-3V-FG l000-Walt MH, Type III Vertical 110,OOO-lumen Clear lamp 4 o 1 3 4 5 GM-2 GSM-AM-4OCHfPS-MT-3F-FG 40o-Watt HPS, Type III 5O,OOO-lumen Clear lamp 4 o 3 4 5 GM-' GS5-AM-175-MH-MT-3F-FG 175-Watt MH, Type III 14,OOO-lumen Clear lamp Footeandle Table Footeandle Table Footeandle Table Select mounting height and read Select mounting height and read Select mounting height and read across for footcandle values of across for footcandle values of across for footcandle values of each isofootcandle line. Distance each isofootcandle line. Distance each isofootcandle line. Distance in units of mounting height. in units of mounting height. in units of mounting height. Mounllng Moun1lng Mounllng Height FootcandJe Values for Height FootcandJe Values for Height Footcanclle Values for GM-l Isofootcanclle Unes GM-2 Isofootcanclle Unes GM-3-5 Isofootcandl. Un.. A B C 0 E A B C 0 E A B C 0 E 10' 11.25 4.50 2.25 1.16 0.45 30' 2.00 1.00 0.50 0.25 0.10 30' 3.50 2.00 1.00 0.50 0.20 15' 5.00 2.00 1.00 0.50 0.25 35' 1.46 0.73 0.37 0.18 0.07 35' 2.60 0.73 0.37 0.18 0.07 20' 2.80 1.12 0.56 0.28 0.19 40' 1.12 0.56 0.28 0.14 0.06 40' 2.00 1.00 0.50 0.20 0.10 WATTAGE TABLE Fixture Size Watt_ GSS 70W-175W GSM 175W-l000w GSL 400W-l000w ORDERING INFORMATION SAMPLE NUMBER: GSM-AM-400-MH-MT-3V-SG-BK-L Product Family GSS=Galleria Square Small GSM=Galleria Square Medium GSl=Galleria Square Large Colon (add as suffiX/ must specify) .. BK=Black AP=Grey IIZ=Bronze WH=Architectural White Voltage' 120=120V 2C18=20SV 24O=240V 277~277V 480=480V MT=Multi-Tep wired 277V' TT=Triple-Tap wired 347V' Ac_.... (order separately) MA1004=14' Arm for Square Pole. 1.0 EPA MA100S=6' Arm for Square Pole. 0.5 EPA MAl_~irect Mount Kit for Square Pole MA1007=14' Arm for Round Pole. 1.0 EPA MA l00a..6' Arm for Round Pole. 0.5 EPA MA l009=Oirect Mount Kit for Round Pole MA 1010=Single-arm Tenon Adapter for 3 1/2' 0.0. Tenon MAl0l1=2@ 180'Tenon Adapterfor31/2' 0.0. Tenon MA1012..J@ 120' Tenon Adapter for 3 1/2' 0.0. Tenon MA1013-4@90'TenonAdapterfor3 1/2' 0.0. Tenon MAl014=2@9O'TenonAdapterfor31I2'O.0. Tenon MA1015=2 @ 120' Tenon Adapter for 3112' 0.0. Tenon MA101B--3@90'TenonAdapterfor3 112' 0.0. Tenon MA1017=Single-arm Tenon Adapter for 23/8' 0.0. Tenon MA1018=2@ 180' Tenon Adapter for 23/8' 0.0. Tenon MA1019--3@ 120' Tenon Adapter for 2 3/8' 0.0. Tenon MA1021:6' Arm for Square Pole. 0.5 EPA (GSS Only) MA1022=6' Arm for Round Pole. 0.5 EPA (GSS Only) MA1023=9' Arm for Square Pole. 0.5 EPA (GSS Only) MA 1024=9' Arm for Round Pole. 0.5 EPA (GSS Only) MA1029=Wall Mount Bracket with 10' Arm (Specify color) MA 1045=4 @ 90' Tenon Adapter for 2 3/8' 0.0. Tenon MA 1046=Wall Mount Bracket with 9' Arm(GSS Only, Specify color) MA1046=2@9O'TenonAdapterfor23/8'O.0. Tenon MA1049--3@90'TenonAdapterfor23/8'O.0. Tenon MA1060=House Side Shield for GSS (Field Installed) MA1061=House Side Shield for GSM lField Installed) MA 1062=House Side Shield for GSllField Installed) OA 1 0 16:Photocontrol--Multi- Tap OA 1 027=Photocontrol-460V OA 1201=Photoelectric Control, 347V NEMA Type Mounting Method AM=Arm Mount' SM1=Spider Mount (2' 0.0. Tenon) SM2=Spider Mount (2 3/8' 0.0. Tenon) SM3=Spider Mount (3 112' 0.0. Tenon)' Options (add as suffix) F--Single Fuse (120, 277 or 347V) FF=Double Fused (208, 240 or 480V) EM=Quartz Restrike with Delay (Also Strikes at Cold Start) R=NEMA Twistlock Photocontrol Receptacle O=Quartz Restrike (Hot Restrike Only) HS=House Side Shield VS~Vandal Shield (Arm Mount Only, 400W Maximum) l=lamp Included Distribution IF=Type I Formed (Horizontal)' 2F= Type II Formed (Horizontal) 3F= Type III Formed (Horizontal) FT =Forward Throw Formed (Horizontal) AR=Area Round (Vertical) AS=Area Square (Vertical)' 3V:Type III (Vertical)' RW~Rectangular Wide (Vertical)" Lamp Wattage , 70=70W l00=100W 150=150W 175=175W 250=250W 4OO=4OOW' 1 000= 1 OooW' Lans Type FG~Flat Glass. SG~Sag Glass Lamp Type MH=Metal Halide HPS=High Pressure Sodium NOTES: ' Arm not included. See accessories. I Available on GSl housing only. J Medium-base lamp for GSS housing. Mogul-base on GSM and GSL housings. . Requires reduced envelope ED-28 lamp when used with GSM housing and flat glass vertically lamped optics. . Requires reduced envelope ST-37 lamp when used with GSM housing. I Product also 8vailabkt in non-US voltages and 50Hz for international markets. Consult factory for availability and ordering information. . Multi-Tap ballast is 120/208I2.01277V wired 277V. Triple-Tap ballast is 120127713.7V wired 3.7V. I Available on GSM and GSl housings only. . RVV optic not available with flat glass. " 1000W GSl with flat glass requires 8T.37 lamp and is not available in AS. RW. 3V distributions. 11 Other finish colors available. Consult McGraw-Edison Architectural Colors brochure. NOTE: Specifications and dimensions subject to change without notice. "'" COOPER Lighting Visit our web site at www.eoopenlghting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770_486.4800 FAX 770.486.4801 ADH012827 ~PPLEBEE'S NEIGHBORHOOD GRILL & BAR PART OF BLOCK D LOCA1IIl _ UIlIAL __ W,EST CARMEL CENTER MICHIGAN ROAD & l06th STREET I CONSTRUCTI'ON PLANS I PREPARED FOR: APPLE AMERICAN, GROUP BROOKER BUILDING 10759 PEARL ROAD. SUITE 219 STRONGSVlLLE. OHIO 44136 SllE S1lE IIlE _ J.ot IS '" Wool ~ c:.at.r A-.Ied -., I'Iat '" _ "II" .. __ .. P.c. S, _ 18 ID tbe oIlIoo '" tbe __ of -- -y.-- INDEX SHEET NO. I 2 3 4 5 6 7 B NO. DESCRIPTION REVISION DATE COVER SHEET CI DEMl1l.ITION.. EXISTING CONDITIONS PlAN C2 SITE DETAIL PlAN C3 SITE GRADING PlAN C4 EROSION CONTROL PlAN C6 DETAILS" SPECIFICA TlDNS C7 LIGHTING PlAN ~~ ~ 4;p ~~~ It) ~!t@ bOC3 'VV,J Neighborhood Grill & Ba PROJECT DATA IIICHAO. S. DEER. p.[. ACREAGE: PROJECT AREA: PLANS PREPARED BY: ~ a~!I~~~g:.N~~~l~~ L ENGINEERING - SURVEYING - PLANNING + + 3315 EAST MAIN STREET. SUITE D. PLAINFIELD. IN 48166 +E PHONE:(317)839-2412 - FAX:(317)839-2437 1.814 AC.:f: 1.814 AC.:f: II[NCIlII.lRlC INF'llIlIIATlON TEllPOlWlY IlENCHIIAIlK - CAPPED IlElIAII STAIlPEO "AC:S." AT SOUTHWEST CORNER or PItOPERTY. ELEV. = 891.03' ZONING: START CONSTRUCTION: END CONSTRUCTION: B-3 MARCH 03 AUGUST 03 -,4'\'- ,:.:-.-::;//"\ \. \\ ",- X/ "\ '\\ "\ \ 'y./'>( " \ " , . , " '\ \ " \ \ \.,\ \ ' '/\ , " "X "- \\"x~\\ ,,~,\:\\\ " '\ \. \. '\)(\' \ \ '\ ' \'\, \\\ \\ \", \ \ \ , \ \ \, , \ ,\\\ \ \ \ \ \ \ \ \ \ \ ' \. ,,\. \. \. \\\ ,\\' ~'y\\\' \ \ \ \' ~ \)\ ~ 1JIIUPI' _ T:F.GEND THE UTlUT1ES SHOWN ARE AS FOUND BY PHYSlCAI. ABOVE GROUND EWIDICE AND UT1UTY COUPANY RECORDS, tHE EXACT L.OCATION IS UNKNOWN, AND MUST BE VERlRED PIllOR TO AlII COIlS11lllCTlON. o - 5/8" CAPPED REBAR SET - 5/8" CAPPED REBAR rOUND . - EXISTING STORM SEWER 8 - EXISTING SANITARY SEWER ~- - EXISTING CONTOURS .~ - EXISTING SPOT ELEVATION ..-- - EXISTING PAVEMENT .............. ~ TDlPORARY ~ - CAPPED REBAR STAIlPED "N:[" AT SOUTHWEST CORNER Of' PROPERTY. ELEV. = 811.03' IlEIiIOUTIOH NOTES - FLOW ARROWS -w- - EXISTING WATER UNE -OHE- - EXISTING OVERHEAD POWER -Q - - EXISTING GAS UNE - X - - f"ENCE UNE (I - UGHT POLE lie - FlRE HYDRANT @ SEE SITE DETAIL II: SITE CIWlINCl PWl FOR NEW STORII STRUCTURES @ SEE SITE DETAIL II: SITE CIWlINCl PWl FOR NEW STORII SEWER ROUTE: . ~ IllI 8 e> III 8 . - - WATER SPRINKLER VALVE - CURB INLET - SANITARY MANHOLE - UTIUTY MANHOLE - PHONE BOX - WATER VALVE - PIPE BOLLARD - STOP BAR '" '" l' \\.\/\ \" \ X \ , XX \ '- " '- \ \ \'"", '\'Y(\\\ ~\ \.' \ .\'\ \ , , \ \ \ \ , , \ '\ ~ \ \. \ \. \ \ \ \ \ ~.. \ l. t;;\ \, \ .' .#' ~ .;..,i'r>' ~ IIBVISION DATES ~ '" rn ~ ~ Z I 0 E ~ ~ ~ {l):3 ~ i 0 t) 'ta1~8 Cl 1&1 Cl ... u ~ Bj::l 0\1 I rn P-4g~ a ~~ p: ~ ~~ z s~ i ~ ~!il 0 i5 j::l CD CD ... CD . ~. f!-J ~~p., r:- -0 1 ;:; ~.,p.,~ ~o C ";tl Z.s~j:lroi ..... " ~ t'l I ~ P:SN ZlD ~fn~ r_' lD - N - 1&11 rn ~~!... ~t ~ ~~~~i: ZfooO Do13i! 10 ... C') C') ~~ ~ + + -... J IJftUrF _ \ , \ " " \ \. 'v , '\ \ >(\ \\.)(\ \., EIIPlO'fEE p_ SPACES PROVI)[D - 12 aJS1tIIER PMICING SPACES PACMDED . 71 _ PROVI)[D - 4 TOTAL SPACES PRO\4OED - 1$ THE U11UTlES SHOWN ARE AS FOUND BY PHYSICAL AIIOYE GROUND EVIDENCE AND unUTY COWPANY RECORDS. THt EXACT LOCATION IS UNKNOWN. AND IIUST II[ VERIFIED PRIOR TO AIl:L CONSTRUCTION. ........... ............... TEIIPOlWlY IIDlCHIWIK - CAPPED REBAR STAllPED . N:;E' AT SOUTHWEST CORNER or PROPERTY. ElEV. . 811.03' \ \\ \ \ CONSTRUCT1OIl NOTES AU. IlADll ARE TO lACK OF CURB UNlESS C11MEJlWlSE NOTED \ , @ REINFORCED CONCRETE SUB FOR DlIIiIPSTER RDlOYAL AND IlEUYERIES @ @ @ EXI$TING FLAT GRATE INlET TO II[ REPUCEO WlnI CURB INLET. sa GRADING I'UH FOR GRADING DEl'AIL I: CASTING TYPE. CORE DRIU. NEW OI'DCING FOR 12' LCoP. lITO EXISTING INlET sa GRADING I'UH FOR INYERT DEl'AIL ' SET NEW STllUCTURE OVER EXISTING 24' LCoP~ POUR IOTTOII IN PlACE CROUT IOTTOII TO IIATCH FlCJWUII[, sa GRADING Pl.AN FOR GRADING DEl'AIL I: CASTING TYPE. '" an an. CUll .. --- /=_..... ~ ~\' @ CHAIllIW:K CONCRETE CUR8, sa DETAIL SHEET FOR Sl'EClFlCATlONS. @ POURED IN PlACE S' VERTICAL CUR8, sa DETAIL SHEET FOR SPECIFICATIONS. @ sa DEl'AIL SHEET FOR _ DEl'AIL @ I'ROl'OSED TIlANSFORIIER LOCATION TO BE FIELD mlIf1ED. \ \ \/\ , ,'/','- , \ \ /"< \. \ '\.A' \ \ "~\.,,, '\ ~w\\\ \ \ \\ \. \ \ " \ " \ \ ><' ~\.\. \. \ \. \ , ~ \ \ i \ i \ \ \ \ \ \ \ T :F.GEND .... .......... .... - EXISTING STORM SEWER . - EXISTING SANITARY SEWER _ _ _ - NEW STORM SEWER . - NEW SANITARY SEWER ---r1Jl- - EXISTING CONTOURS _ - PROPOSED GRADE ---r1Jl- - PROPOSED GRADE - PROPOSED PAVEMENT - EXISTING PAVEMENT I ~ I T.e. - TOP OF' CASTING - w - - EXISTING WATER UNE - OHE - - EXISTING OVERHEAD POWER - G - - EXISTING GAS UNE -UGT- - EXISTING UNDERGROUND TELEPHONE -liGE -- - EXISTING UNDERGROUND POWER . " - EXISTING GAS VALVE ~ - EXISTING ARE HYDRANT .. t><l - EXISTING WATER SHUT-OFF VALVE x:> - EXISTING AREA UGHT . - PIPE BOLLARD o - HANDICAP SIGN III - PROPOSED ELEC. TRANSFORMER . - PROPOSED BLDG. DOWNSPOUT IIIlVISION DATBS ~ ~ : I ~ ~~~i~ ~I&I~"'O ;c ~ old u E-o~~ Z ! ~g ~ ~ ~~~lI:fa rn ~~ ~~d ~ 51 ~ aD llD ... ~ ~2S~ ~ ~9~ Z= ~I! ~~ll. z::- -0 I ;; ~. ll.,::" ~.a~Q~ S-~~~ ZGl;nfll... ~Gl I tf rn ~~!... ii=t~ ~~~~i 53~ II) ... G') G') ~ -... 02 . . ,. .!!!!PI!! !!!!I.!'!!II!!!!! 1. THt CONTRACTOII SlWL BE RESPOIlSlIl.I: FOR OBTAINING OR VERIFYING THAT AU. I'EIlIIITS AND AI'I'ROVALS ARE OBTAINED FROII THt RESPECTIVE CllY. COUNTY AND STATE AGOlClES PRIOR TO STARTING COIlSTIlUCTION. 2. IT SHALL II[ THt CCIHTlIACTOR'S RESPONSIBlUTY TO DETERlllNE THt EXACT LOCATION OF AU. EllISTIIIG UT1UTIES IN THt YICINITY OF THE COllS11lUCTJON AREA PRIOR TO STARTING ANY COIISTRUCTION. 3. IT SlWL II[ THt COIlTIIACTOR'S RESPONSIBlUTY FOR NOTIFICATION AND COORIllNATION OF AU. CONSTllUCTlON WlnI THt RESPECTIVE UT1UTY COlI- PANIES, PRIOR TO STARTING ANY CONSTIlUCTIOIl. ... AU. STORII SEWERS TO II[ PRIVATELY OWNED AND IWNTAlNED. HOLEY MOLEY SEZ .. DON'T DIG BLIND .. CAUTION LOCATION OF AU. EXlsnNG UNDERGROUND ununES SHOWN ON THIS PIAA ARE IIASED UPON NJI:NE GROUND EVIDENCE. (Includ1nv. but not limited to. manholes. I"!eta. valves, " ~"5PE~~IN1heNA~RL"~~)~ BE OTHER EX1SlT1NG UNDERGROUND UT1UITIES FOR WHICH THERE IS NO /IBCNE GROUND EVIOENC[ OR FOR WHICH NO NJI:NE GROUND EVIDENCE Wi'S OIlSERllED. THE EXACT LOCATIONS OF SAID EXlSTlNG UNDERGROUND UTIU11ES SHOULD BE VERlAEO BY THE CONTRACTOR PRIOR TO AIfY AND AlL CONSTRUCTlON. 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 F'OR CAllS OUTSIDE OF INDIANA 1JftUI'I' _ THE UTIUTlES SHOWN ARE AS F'OUND BY PltYSICAL ABOVE GROUND ,EVIDENCE AND UTIUTY COMPANY RECORDS, lME EXACT l.DCA11ON IS UNKNOWN, AND IlUST BE VERlflED PRIOR TO AIr! CONS11lUCTIOIl. .............. ........&~ 'IEIlPCIRARY BDlCHIWIIC - CAPPED RE8AR STAMPED "M;(" 'AT SOUTHWEST CORNER OF PROPEIm'. D.EV. = 891.03' \ \ \ , ' \ ' \ , 'X '\ " ' \'\,'\/, '\'\, '\" \ ' ' \\ ' " , " ''\,'\ ' \'\ . , , , ' \ CONSTRUCTION NOTES @ RDIOVE EllJ$T1NC INLET FRAIIE " GRATE, INSTALL CURB INLET. NEENAH R-~~ EQUlYAUNT), . ADJUST GRADE TO PUN. UD WAY BE REClUIilED FDR EXIST1NG FOR STRUCTURE. \IOIFY EX1STING DOIEMS1ONS. @ EllJ$T1NC CLEAIlDUl' TO BE ADJUSTED TO GRADE, A CONCRETE COUM REQUIRED FOR PROTEtnON AT GRADE (SEE DETAIL SHEEl). @ NEENAH R-3040 (DR EQUlYALDn) CAST1IlG TO BE INSTALLED. @ NEENAH R-25llD-D (DR EQUlYALDn) CASTING TO BE INSTALLED. @ NEENAH 1-30405 FlAT GRATE " FRAME (DR EOUlYALDn) CAST1IlG TO BE INSTALLED. ~ '\) '\ . ,\',\ , \ '\ , \ \ '\ '\\ \ ~\ \ '" \,'\, ' " \ \ , \ " \ ~ \ \ \ \ \ \ . \ \ \ '\" ~ \ \ \ " _t.-i'"'>' \ ~ \ \ \ .' A'; , :F.GEND ... ........ ... - EXISTING STORM SEWER .. - EXISTING SANITARY SEWER _ ~ _ - NEW STORM SEWER . - NEW SANITARY SEWER -----nll- - EXISTING CONTOURS _ - PROPOSED GRADE .. ---l:"-::' -----nll- - PROPOSED GRADE - PROPOSED PAVEMENT - EXISTING PAVEMENT I ~ I T.C. - TOP OF' CASTING - W - - EXISTING WATt:R UNE - OHE _. - EXISTING OVERHEAD POWER -""G"==- - EXISTING GAS UNE --UGT- - EXISTING UNDERGROUND Tt:LEPHONE ---UGE- - EXISTING UNDERGROUND POWER . H - EXISTING GAS VALVE ;c - EXISTING FIRE HYDRANT ow t><I - EXISTING WATt:R SHUT-OFF VALVE :::> - EXISTING AREA UGHT . - PIPE BOLLARD o - HANDICAP SIGN III - PROPOSED ELEC. TRANSFORMER . - PROPOSED BLDG. DOWNSPOUT 1lImllIOM DATBS ~II ~!'l~~~ ClIi:1li!8~ j!51i:1C1"8 9 BI::l olI ~ ~Pcg~l~ Pc ~ II: ~ <0 ~ en ~~a ~ 51 ~ II) Cl .. ~ t!!i5~ ~ -~ ~9g P.~E I p..e It!! Q~ ~I PN en.. . -N I ti I ~ca rn t!! ~ j;ti E" ~,!~~~ ~.. t!!:i~ ~tio ~f 10 .. G? G? ~~ ~ + + -... 02 . . ,. ~ !!!!'~ 1. THE CONI1IACTOll SIlAU. BE IlESPONSl8l.E FOR OBTAINING DR VEIlIFY1NC lMAT ' ALL PEJlIlITS AND M'PRaVMS ARE OBTAIMED F'RDIII THE IlESPECTlYE CITY. COUHTY AND STATE AGENCIES PIlIDR TO STAIlTING CONSTRUCTlON. 2. IT SIlAU. BE THE CONllIACTDR'S IlESPONSl8lUTY TO IIETERIIINE THE EXACT l.DCA11ON OF ALL EXISTING untmES IN THE Y1ClNITY OF THE COIlST1lUCl1OIl AREA PIlIDR TO STAIlTING ANY CONSTRIICT1ON. 3. IT SIlAU. BE lME c:oNTRACrDR'S RESPOIlSIIIII.I FOR IlOT1F1CAlION AND COOIlDINATION OF ALL CONSTRUC11ON WITH THE RESPEC11YE UTIUTY C0M- PANIES, PIlIDR TO STAIlTING ANY CONSTRUCT1ON. 4. ALL STDRII SlWERS TO BE PRlYATD.Y OWNED AND IWNTAIMED. HOLEY MOLEY SEZ n DON'T DIG BLIND . CAUTION LOCATION OF ALL EXIST1NG UNDERGROUND UT1UT1ES SHOWN ON 1MIS PlAN ARE BASED UPON AIIOVE GROUND EVIDENCE. (inctucllng, but not limited to, monhola. Inlets. wives. I: morb mode upon the Vround by oth.....) AND ARE SPECULATlIIE IN NA11JRE. lMERE WAY AlSO BE OTHER EllISI11NG UNDERGROUND unumES FOR WHICH 1HERE IS NO MJlNE GROUND EVIDENCE OR FOR WHICH NO MJlNE GROUND EVIDENCE WAS OIlSElMD. lME EXACT l.DCATlDNS OF SAID EXlST1NG UNDERGROUND UT1UT1ES SHOULD BE VERIfIED F1'f lME CONTRACTOR PRIOR TO ~ AND ALL CONS1RUCTlON. 1-800-382-5544 CAlL TOLL fREE 1-800-428-5200 FOR CAlLS OUTSIDE OF INDIANA SEEDING LEGEND lDIPORARY SEED: ANNUAL RYEGRASS AT I LB. PER 1000 SO. FT. STRAW MULCH AT 2 TONS PER ACRE PERMANENT SEED: KENTUCKY BlUEGRASS AT 40 l8S. PER ACRE CREEPING RED fESCUE AT 40 lBS. PER ACRE STRAW MULCH AT 2 TONS PER ACRE - ....... '*- ~ 01 ....... .... ......... __ _ ..... fill ..,.tcII....... ..... pIr' _ ... It. .............. __ - __ .... tlCN) ....... ..~... ten. ...... a ~1I-IH2 ....,... ,....... :" ~ .... .. .. ft. ........~a!:i ::::;. rftrde) ~ : :.=. ....... IIaJr .. ..... Vwtt .. MIl ....... ... .... .. tD . ... fill ,... .... ..... ~ ~.................. r1gM: ..... tD ... .... ,..,... ~ .......:....-.:-c:-=: ~..::...., ~'"I."';:1:.. .."'=""......... _ .._ ,aI;~ ~..~..~...._.~~~ :r....$"~ ~~_"'1:\.."::::".!ir - lHI.... ...... H ........ ..... .... rer c:.rtINI ..... '--' -..- _ _ ~~......~~~..D:t~~ _.....-----~-- - ==- - -== ---- -=-=- - - - --- ~...=~ ~~--= ....~~.....~---=- .___-_'0_ ........ d ... .,... ..... " ... ..... ..... -- . ~= :r=. =.::-- .., till ..... S ----.,- at ~......___ ......... - .-. .Jm.-.. ..IE.. --- _-.r -- - .. -..- -- - .. - -- - . -- -- - IS .... - -- PI! ... ... RIll .. -- ., III -- -- . -.n.. -- - .. - -- -.. - -- . IIHII -- -- =" II - _11m . ...- -- - .. -- - --. ~1 =:=:- ...... -- _...~ :l:f :1:2.... -- :..a:. -- 1IllIIUi:=~ .-. - -- -.. .- ~=:<_- -- -- - -... - ~ ~ .~: ...- ........-.. --.....,. SLY W.JI'"AlI fP9s-e~s...I"""'" - -.... -... -- -----.::::~-- ~~..!!!' Lewt ... ..... ap.n ,.... L Tea Fnew 311. ss-u . e. '...rncw 1S.6 s.s-e.3 .....~ sa ..~-=-= = A S5-7.s .. o 'll"JB[lIlB lBJB[lBUEII'll" lr'<O>B lBIB<O>lBlI<O>H <C<O>H'll"B<O>L HlBJAlBUBlBJlB <O>HL Y 0 . lAND H.TERAllOH WHICH SllllP 1llE lAND Of" VEGETAllOH, INCUJOING -. SlW..l. BE DONE IN A WAY ~l WLL IIlN1lIllZE EROSION. WHOlE.1IER FE'ASlIII.E, NATURAl. VEGETAllOH SIW.L BE RErAINED. PRalEC1ED AND SUl'P\.DIEN1ED. . 1llE llURAllOH Of" TIME WHICH AN MEA RElWNS EXPOSED SIW.L BE I<EPT 10 A PRACllCAL _ THE MEA SIW.L BE srAIIIUZED IS QUlCl<LY IS PRACllCAL . 1EIlf'OIWlY VEGETAllOH OR IiIULCHING SIW.L BE USED 10 PRalECT EXPOSED NIElS DURING DEVEl.OPIIENT. . PERIoWlENT AND flIW. VEGETAllOH OR SlRIJClIJlW.. EROSION CONlROl ~ SIW.L BE INSl"AUED IS SOON IS PRACllCAl UNDER 1llE ClRCUMsrANCES. . 5EIllIIENT IN RUN-oFF WATER SIW.L BE 'IIW'PED BI' THE USE Of" SUCH IIElHOOS IS DEBRIS IlASlNS AND SILT 1RN'S UHTIl. THE lllSl\/RBED MEA IS srAlllUZED. . EROSION CONTROL MEASURES SHALl BE IN COlIPt.JANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREIS. . THE CITY ENGINEER SHALl HAVE AlITHORITY 10 REQUIRE AOOmONAl EROSION CONTROL MElSURES DURING THE COURSE OF CONSTRUCTlON, SHOULO SITE CONDt11ONS SO WARRANT. n.aao ~ srA'IDIDII' , H IIX>>/IIICt fllIIf fUXII .,. ... ... ell 111I ~ IS SIII.BI' 11) ... tClU ......... am WI ,., IIINEIt UNCIEIIIMIIY . ux:mII CllIU.WIIIlII ell .. ~ R.CIIt ..... .. w. ~ .H"'~UfD lIE!I "'1IMI'fUICID_ IDE . SlIID lMD ft.CRS 8t' SICIlU CII CXIIUIn'-IWEII 1IDDI1 1ID11_ C OWEL IIR' ... ML .. lD . ~ ,. ... RaID ...-...rz .. ... faR art" OM&. _ (IWS CIIlliIID" .... 1111 ,. .at _Wl.__ EN1IWlCE \~ \ AU. OTHER DISTURBED AREAS 10 BE 1ENl'ORARll Y SEEDED IIiAIEIlIA lEI. Y AFTER CONSTRUC1lON IS COlotPLE1ED ~ '\) ~ \ \ \ \ \ \ \ \ \ IIBVISION IlATBS ~ ~ ~ ~I~ 8~ ~~ i ~ _~... 0 j:Q ""U 8 ~g ~ ~~ ~ ~~: l'I.l Q:l< ~ ~8i ~ 5i1 ~ co CO ... $ ~l!:l~ l!;9~ ~~~It -0 ,.. -CI I ;; ~. p., ':':' ~.a~~~ 1o-o4.~~1 ~Z'5 ~ ~ ~ CD fI] ~ ~ A I Li I ~~i~f fj~~~i ~af 00 ... CO) CO) ~ -... 02 n.p .... ... CVtII of. Td r.... IS A ,.7.5 -_as .. s. 'd r.... :IS. S5-U _~~-L_ZJJ______ ........... ~ ..... "~-=-=: .: -'7.5 7. ...........,...... PI .... U-7.5 ...... 1Wio> .. ,.. r.... 171... S5-U 2 I .r=~I~W'*-_~...__~~ -....,--..- ... '" .... _ .. n. Acre ___ *" -;;,;;;- Ii';;:- - e;; - c;;;; ;;;;; r __ - IIII' _ ~..._ U... =1-. =Ceww~r....,.= ...... ~ I. .. ... eo..- ... .,... ....... EROSION CONTROL NOTES .~~~ ..... IlIU - -- __ __r ~~~POSf ..... IlIU r= _r -- EUY AT/ON ~-- ~- ~._~ ~c.L. III anat PLAN EROSION CONTROL METHOD "A" ~......__..... ME ~ IfIU CIICUD ...... I'EIl _ :a-ntla' PS:s OR 5IED. ...... PllSr ...... IlIU EROSION CONTROL METHOD "B' SOlLSMAP ."!';,.-:~~.~~~.:-I:~1 I 11>.." '~~~I:-'''' - . ..~ .. '~;'.o..:: >'1 .'v ~t~':\!_ '.-.. \~'. ..".;'''::.'' lC> .,CO;.'.'1'I~~"'..'..."...-r-;;~..7 ."".'.'.....; ,,;...'.r~:--f. '~'.'J"'.' . ~" . ......... ., ~ "'" ~ .~ ..... '"\ .,'" .,~ .. -..- ".I ..' -' ..-- _~. '~~:...-: ...:,," ,.~_....... ~~ _ _,'~.' J~~"'if~~" ':,.,' I~'-~~....'...'. (.. ,...... ,L...... :~~i~".".; '... .'-'r. .... ,... .' lJ"" '~}l'" ,. ;~~'}f~,,~&~-~;f . ~(.c '~"';;1.j \,'1.'" ( ;J_~~r~ .. -..:l. .. I""'. '. ." ." ili: l~~"'( .:.~: U ../ . ...-, " ,_. , _ . ~ ....,'. / ~ ~. ~'.!.- :c.; ie' ~- ;",=-,,',~V''l~1 ,....1 ,0.;::-: _,;-._~ _ -'i' .'..;,~ c;.:.'~.. _~ -;' -'-';::~~~~i'1::lt~:~ fri' '."'"";';-..;;"('~'... ~~. h . '.....~-~..'..,...'*i I I ~'Ii~:;. ~~~iP~' ~~. '<~"'t 'fIlJf~ II.~ ....~. .~. ~ -C.i:~~" ~ ,_~~~ I ~. ~- ,-?'-:, , ~ " ~,;~" -..;._~:.;r,:- I ',' _ ...... ~... -', ,f'.) 3.t.~;"..t.c, '''"':l',1 ,,-.,," '~.. .. ~h..._""'.' ...... I ~!I"~ '. 'i) '\ ;~.' '.~tr,'.~' ..... \. -', ~ -~."":i;..{. "~~" :. ,....;1';- ',- ~ ..,...-,..,. ~"-,;,"-r~.,-~_. +.,<. .~'~'i ." ~~'?; '!i. '~."."'_ 'ii'., \' ''''' ~~I' ..;~~;;~?;'~~i\t/~~~~\.: ~ ~~.' F.L~J~;... ...", :-~l. _.' ,,,.,..:_.1t'~,'A .... .......\;l ""'-.1" , .:~ ,~~\<< ;!, ,;~ "I. ~~.. '.l.1 "DON'T DIG BLIND" 6] SCAlE: 1- . 311 1-800-382-5544 CALL BEfORE YOU DIG ), ~\ '\ \ J CUM GIWU.M MTEItIIIL . CRUSHED STDC at _ I'IMCTIID FME NZIImATt ..... TMPO .. 'WIUlD III 111 111 a. ... PER IPUS. FLEXIBLE PIPE BEDDING DETAIL (PVC S. HDPE PIPE> .. Il>OLE I1DIII .... M_ . ...... I1DIE lit . ~ rMZ 1IGIIJII:an: .... T.... .. WUCD III TDJlla...PDIPEI:s. RIGID PIPE BEDDING DETAIL (CONCRETE PIPE> .. Il>OLE Zf. POS5IIIlE IUT PIPE . INLET T'/PE . A. (IIOll1flED) (12. TO 18. PIPES) INLET DETAIL .. Il>OLE ~ ~ GUARD POST (AOll.ARO\ DETAIL ODCMIl PA__ AS HOlED SIJIll: 11''' PDt n. r CCNCRFI'F r.tJRA DFTAII. OD_ ltBVISlOll Il.l.TBS ASPlW.llC IIAS1IC OR IIlml. IlUIlIIER lEAl. BE1WEEN .ans CAS11NG FRAME AND ClMR AS SPECIfIEIl PRECAST COHalE1E AIWS1EIl RIIIGS IF NEEIlED (4 1IAlC.) SEE DtTAI. FIG. __ .,.;--'-.~"-'~,..,_." ,._, lIGIIIT'UItID SUIGiRAII: .. .. 1MICIC IN &MSS CIIMNCftD GItMU.IlR .. 1HICI: IN PAYOEJIT - ti ~ ~ ~ I CI) ~ CI) .Ill Z ~~~~ 0 e Ii;1 tlI ... 0 t.> ~ y e ~ c::a .. z o ~ 0 r&l ~o 0 ~ l1. ~~II: CI) .Ill g~ ~ ~ ~ i ~!i1 c::a Co) 1I000000lHIC aJRB '" WA/J( ODCMIl CONCRETE SIDE..,AlK DETAIL ODCMIl ruu. HEIGlfT IIAIlHCU: SIU'S AS SPmF1ED ECaN1RIC CllNE OR AEIlUCER eN' AS RElUED BY SI1E lXlNIll1IllIlS. CllNE 1lI' 10 1lA1al AD.llS11IIG _ PRCIfIL I ~ I Vi' ~ l:ASlCET ASPlW.llC IIAS1IC OR IIlml. IlUIlIIER lEAl. AT .ans tJ.IAlRBAOC ~ 0JR9 ODCMIl ~ OONCRElE aJRB ODCMIl ---..- .. - 1YPICAI. SlWEIl TRDlCll K!:Il!IIt -.. "". .....-. =r- ":.--:r. = k \ \.-:' --...... -- ., ...."'" -- J 1 .!!..!!:!- ~ - 1YPICAI. SlWEIl 1lIDlCII SECTION UNDER PA_ ~ HANOICAPPFD RAMP DnAIL ODCMIl SANITARY SEWER TRENCH DETAILS -..- --.--- } ==--..:,r ...... ..-: A -. " r......_ -tlt_ -.. POS5IIIlE IUT PIPE I A ... , .. ... 1I!:!!!!IlJ!...... :==--=:'7= ---....- -.----- -, =~ l;' PLlH~~..._ r --~~ --- PA'IEIlDlT _ AS_ ~ nEVAnON INlET T'/PE "8. (21. TO 3d' PIPES) SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN IS' DEEP) INLET DETAIL .. sr:ou: _4.~ lUISIlRFACt: 1U TSlIlII_ - IIENCH WAUS AT _ 1/r PIR RIOT SLClP[ T_ '" RE-lIARS . 12"ll.C. [AQllIAY (S1m _ _ G.12 SlI.IN.JliQ.fT. OR _ EIlUAL) I!!!!;... IIMHCU _ 10 ASnl 1:478 . lICl lICl ... lICl ... cl!5f;; ~ ~I-! ~a ~ I. -0 r- - 0 I ;; rz:I . ClI II. "'::" rz:I2 E -~ Z-= ~Iloi - - rll fE~m~~ rz:I~ I Li~ OOw ~~!... ~ t &l ~~~~i j5fo<O 3le STANDARD IIANHOlE FOR PIPE SIZES 12" thru 24- OD_ @ ~vr,.._ r.._ ~ CIINC1ID "" .... ...-.-.-.'-...,.,..,.-.....-,..'......;'.-.....--,... -~.'- -. -', -.. ,- . " ", .,. " '" , <':'.:: ;,~,;/-:>--- .,....<. <.:'; '-~ ~:~.. -.:: : PAIlEMENT SE:C1ION OD_ @ STANDARD HANOI-CAP PAINTING SCHEME II) ... CI') CI') ~~ ~ + + -... 411" .. All aIMIIUII . _ tr ." ~ - "...... ....,... -- I !I CLEANDUT DETAIL .. Il>OLE 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:" 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:" 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:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" go i:" go i:" i:" go i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" go i:" i:" f!' f!' go go i:" i:" go i:" i:" go i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" go i:" i:" f!' '@< go i:" i:" go i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" i:" go i:" f!' f!' r: r: r: f!' f!' f!' go I:" I:" I:" I:" I:" i:" I:" i:" I:" I:" I:" I:" I:" I:" i:" i:" I:" I:" i:" I:" i:" I:" f!' f!' r: f!' f!' f!' i:" I:" I:" I:" I:" I:" I:" I:" i:" It' I:" It' It' It' It' i:" i:" It' It' It' It' f!' f!' f!' r: r: r: r!' f!' f!' It' It' e- e- I:" e- e- e- r: It' r: i:" r: I:" r: It' It' It' It' It' f!' f!' f!' r' r' r!' r!' f!' r: It' It' It' It' It' It' It' i:" It' It' e- It' It' It' It' It' It' It' It' f!' f!' r: r: r: r r: r: r: f!' f!' f!' It' It' It' It' It' It' It' It' i:" i:" It' It' It' It' It' It' It' It' It' It' f!' r: It e- r: r r: r!' f!' f!' r: It' It' It' It' It' It' r: It' It' It' It' It' It' i:" It' It' It' It' It' f!' e" E:" It It I:" r: r!' f!' f!' It' It' It' It' It' It' It' i:" It' It' It' It' It' It' It' It' It' It' It' f!' e" It co It s;" r: f!' f!' f!' It' It' It' It' It' It' r r It' It' r r r r i:" r i:" r r f!' r: t" t:" It r: r: f!' f!' f!' It' It' r It' r r r It' It' i:" It' It' r: r: It' It' It' It' It' f!' r: " t:" r: r: f!' f!' r!' It' It' It' r r It' r It' It' It' It' It' It' It' It' i:" It' It' It' f!' r: " I!' r: r: r: f!' f!' f!' It' It' It' It' r It' r i:" r: It' It' r: It' It' It' It' It' It' It' f!' r: r: It r: I:" r: r: r: r!' f!' f!' f!' r: r: It' It' It' r i:" It' It' It' It' It' i:" It' It' It' It' It' f!' r: " t:" r: <~< f!' f!' f!' It' It' It' It' It' i:" r i:" It' It' It' It' r It' It' It' It' It' It' f!' r: r: t:" r: I:" r: f!' f!' f!' It' It' It' It' i:" i:" It' It' It' It' It' I:" It' It' It' It' It' It' It' f!' r: r:: I::" I:" r: f!' f!' f!' f!' It' It' i:" i:" It' It' It' It' It' It' It' i:" It' It' i:" i:" i:" i:" f!' I:" r: r:: r: r: f!' f!' f!' f!' It' It' It' It' It' i:" It' It' It' It' It' It' It' It' It' i:" It' It' f!' r: e" r: r r: f!' f!' f!' f!' i:" It' It' It' It' i:" It' It' i:" It' e- It' It' It' It' It' It' f!' f!' r' r: r rr r: r: f!' f!' f!' f!' It' It' It' It' e- It' It' It' It' It' It' It' It' i:" i:" It' f!' f!' f!' r: r r: r: f!' f!' f!' f!' f!' It' It' It' It' It' It' It' It' It' i:" It' It' It' i:" i:" i:" f!' f!' f!' r: r: r: <~< f!' f!' f!' I:" It' It' It' It' i:" It' It' It' It' It' It' i:" i:" f!' f!' f!' f!' r: r: r: r: f!' f!' f!' f!' f!' f!' f!' It' r r i:" i:" r r r r i:" It' f!' f!' f!' f!' r: r: r: f!' f!' f!' f!' f!' f!' f!' f!' r r r r i:" i:" r r It' i:" f!' f!' f!' f!' r: r: r: f!' f!' f!' f!' f!' f!' f!' f!' r r r r r It' r r It' It' f!' f!' f!' f!' r: r: r: r: r: r: r: r: f!' f!' f!' f!' f!' It' It' r r r It' r It' It' i:" f!' f!' f!' f!' r: rr r: rr rr r: r: r: r: r: f!' f!' f!' r It' r r It' r r r r It' f!' f!' f!' f!' r: r: r r: r: r: f!' f!' f!' It' It' It' r r r r It' It' f!' f!' f!' f!' f!' r' r: r: r rr r: r!' f!' f!' f!' i:" r r It' r It' r It' f!' f!' f!' f!' f!' r' r: I:" r' rr r: f!' f!' f!' f!' It' It' It' It' It' r r It' f!' f!' f!' f!' r: r' r: r: r rr r: f!' f!' f!' f!' f!' It' r i:" It' It' It' It' f!' f!' f!' f!' r: r: r: r rr r: r: r!' f!' f!' f!' It' It' It' It' r It' f!' f!' f!' f!' f!' r: r: e" e" r: rr r: r: f!' f!' f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: r: r: I:" I:" r: r rr r: f!' f!' f!' f!' f!' r: r: It' r: It' f!' f!' f!' f!' r: r: r: t:' ~ rr r: r: f!' f!' f!' r!' It' It' It' It' It' f!' f!' f!' f!' r: r: r: t:' r: r: r: f!' f!' f!' f!' It' It' r It' It' f!' f!' f!' f!' r: rr e" It r r: r: f!' f!' f!' f!' It' It' It' It' i:" f!' f!' f!' f!' r: rr e" E:" r rr r: f!' f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: rr It' E:" E:" I:" r: r rr r: f!' f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: rr I:" " e" r: r rr r: f!' f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: rr I:" " <~. r: r: f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: C" i:" " e" rr r: r: f!' f!' f!' f!' i:" It' It' It' f!' f!' f!' f!' r: C" i:" E:" t:' C" r: r: f!' f!' f!' f!' It' It' It' It' f!' f!' f!' f!' r: rr i:" E:" t:' rr r: r: f!' f!' f!' I:" It' It' It' It' f!' f!' f!' f!' r: C" i:" " It e' rr r: r: f!' f!' f!' f!' It' It' It' It' f!' f!' f!' f!' r: rr i:" E:" It e' r: rr r: r: f!' f!' f!' It' It' It' e- It' f!' f!' f!' f!' r: rr i:" It e' ~. f!' f!' f!' f!' It' It' It' It' f!' f!' f!' f!' r: rr e' It e" C" r: r: f!' f!' f!' It' It' It' It' It' f!' f!' f!' f!' r: r: r e' It i:" r' r: f!' f!' f!' It' It' It' It' It' f!' f!' f!' r: r: rr r' e' It r r: f!' f!' f!' It' It' It' It' It' f!' f!' f!' r: r: rr r' e' It r r: f!' f!' f!' It' It' It' i:" i:" f!' f!' f!' r: r: rr r C' E:" r' C" r: r: f!' f!' f!' f!' It' C' C' It' f!' f!' f!' r: r: rr r C' " r:: r rr r: r: f!' f!' f!' It' C' It' It' It' f!' f!' f!' r: C" C" r: It t" C" r: f!' f!' f!' f!' It' It' It' It' It' f!' f!' f!' r: r: r r: " r:: r: r: f!' f!' f!' f!' It' It' It' r: r: f!' f!' f!' r: r: C" r: " r: r: r: f!' f!' f!' f!' It' It' r: It' It' f!' f!' f!' f!' r: C" r E:" s;" r: r: f!' f!' f!' f!' It' It' It' It' It' It' f!' f!' f!' f!' r: rr r' t:' r: E:" I:" r: r: r' r: f!' f!' f!' f!' It' I' It' I' I' I' It' f!' f!' f!' r: r: C" It r:' Ir tf r i:" r: r: r rr r: f!' f!' f!' It' It' It' It' It' It' It' It' f!' f!' f!' f!' r: C" i:" E:" r: r: eo tr I::" s;" t:' r: r: r' rr r: r: f!' f!' f!' It' It' It' It' It' It' It' It' f!' f!' f!' f!' r: r: " " r: r: E:" " s;" r: r: r r: r: r: f!' f!' f!' f!' It' It' I' It' r: r: It' r r f!' f!' f!' r: r: r: r: r' r: i:" r: r: r: r: r: r: r: r: i:" r: r: r' r: r: r: f!' f!' f!' f!' f!' It' It' It' It' It' It' It' r It' f!' f!' f!' f!' r: r: r: C" r' r' C" r: r: r: C" C" rr rr r r rr r: r: r: f!' f!' f!' f!' f!' f!' It' r: r: r: It' r: It' g' g' f!' f!' f!' f!' f!' f!' r: r: r: r: r: r: r: f!' f!' r: r: r: r: r: r: r: r: f!' f!' f!' f!' f!' f!' It' g' It' It' It' It' It' It' g' g' g' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' It' It' g' It' g' g' g' g' r g' g' g' It' It' It' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' f!' It' f!' f!' f!' f!' f!' r!' f!' f!' f!' f!' f!' It' It' It' It' It' It' It' It' It' It' r It' It' It' It' It' i:" It' I' It' It' I' I' It' It' It' It' It' It' I' It' It' It' It' It' f!' f!' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' It' I' It' It' It' It' I' It' It' It' It' it H f!il f f ! Hf g , . u~.. a c I' i Iq i I Project I APPLEBEE'S CARMEL, IN ! 1 ~ 0 J N .. ~ . \D - U1 (Xl ~ 9 1 10 - 0-:- ro II ~ W ....... o N o o N L A:J Client I NATIONAL ACCOUNTS TROY TERE'J .. i i I ! J i - - f ~ : i ~ 1" .. - I-- Iii I - 10- - 1 t . - I-- g f I-- I-- Ii I 10- - Ii 1 j I-- - S , - - S i ;} . .. N - J i t .. Xl III .. i ! i i f .. I .. ~ . ~ m .. Ii 10 E: Ii i ~ .. !: !: !: N N . l!l ~ ~ Ii J .. .. .. .. .. ;l .. .. COOPER Cooper lighting ~ .. ! i 1 ~ rt !t 1 ! f ""'"' "- ! N N ~ ~ .. III .. ,... p I: 8 ~ ! 8 t I I I p p G ~ ~ ~ ~ J I I f ~ ~ * ~ II i i N . Ii ~ i ,... ! .. p It I: ~ f I I ! ~ ~ ~ ~ ~ 0 3 ~ I .. - - Ii' ;:l ;:l I i i .. .. ;:l ;:l i i ~ t I l: . f III . !;; c , ~ ~ I ~ ~ 1 .. ~ -=-- LANDSCAPING CONFORMANCE OROlNA."iCf REQt.'JREWEHT P'RO\l'lOEO CONfOR"'A.~CE GREENBil. T EXCAVATED SOlI. OR TOPSOIl. BACKFIll SET ROOT BALL ON UNDlS11JRB€D SOIL 'CONE" AT BOTTOM Of PIT 560 UN€AR !'EfT 17 SHADE TREES 17 SHADE TREES YES 6 ORN-'WENTAl. lRE:ES 6 ORNAMENTAL TREES FOUNQA nON GENERAL NOTES: ,. CVERGREEN TREES OVER 30" "' t-lEIGHT SHMi. BE GUYED, 2. REWOVE lOP '/3 Of BURlAP ON ROOT BALL REWOVE NRE BASKET COWPU:TEL Y. J. PROWlE PtASTlC OR lIET.... FlAGS ON GUY v.lRES IN OR NEAR SlOEWAlKS. ViEROOT F1.ARE SET AT CROUNO l.EVEI. 0UCl<1ll1l. GUYING $)'STEM (OR EQU....) 3" SHREODEO "IIROWOOD BARK lIULCH WEE!) BAAAlER FAllRlC 3' HIGH TOPSOIL SAUCER FINISH GIWlE AlONG us "'21: 92" 92'.10' := 920 S.F. OnlER Silll'S: 245' 245'.5' - 1225 S.F. TOTAl _ 2145 5.F. 2'84 S.F. '!6 l' SHADE tREES YES 58 SHRUBS 11 SHAOE TRfLS YES 18 ORNAIIDIT.... TREES 159 SHRUBS 13 SHADE TREES '!6 I.. 7 ORNAlIENT.... TREES 29 SHRuBS PARKING LOT INTERIOR 95 PARKING SPACES 11 SHAOE TREES 53 SHRUBS P- LDT PERllIETER FRONT ~ SlOES: 530 llNEAR !'EfT 11 SHAOE TREES 16 ORNAlIENT.... TREES 159 SHRUBS REAR: 320 UNEAR FEET 10 SHAOE TREES 7 ORN......ENTAl 1REES 29 SHRUBS SLOPE ~ SCIIRJFY SlOES OF PIT 'MOTH Of PIT TO BE 1WO TIllES BALL OlAllETER IRRIGA nON NOTE CD TREE ',PlANllNG NO SCAlL' l.ANOSCA9E CONTRACTOR TO PIlO'I1OE AN ENTIRE lRRlGA TlON S'lSTEM \IHlCH PROVlOES lCOX COVERAGE OF ALL PlANT AND GlIASSEIl AREAS WITH HEAl) TO HEAl) SPAClNC OF SPRAY HEADS. PROWlE: ALL ITEWS NECfSSARY FOR A COIlPLETE AND OPDlATlONAl. SlSlEII TO INClUDE, BUT NOT UlIlTED TO. CON1ROl.LER, V....VES, PlPINO. HEADS. BAa<Fl.OW PIlE'lEHlER. WIRING, AND ELECTRlCAl. SUI'l'I. Y. PROWl[ AS-BU1l. T DRAWINGS UPON COllP1.LllON. PRlMOf: A IWN SENSOR IN A CONSPICUOUS lOCATION OPEN TO RAINFALL COOROlNATE ALL _ AND SLEE1IE LOCATIONS lW1H GENERAl. CONTRACTOR. SLOPE ~ SCARIfY SlOES OF PIT 'MOllt Of PIT TO BE 1WO TllIES BAll. Ol_TER EXCAVATED SOIL OR TOPSOIl. BACKFIll. SET ROOT BAll. ON UNOlSTURBED SOIL 'CONE" AT BOTTOM OF PIT ROOT FLARE Sfl AT GROUND l.EVEI. 3" SHREOOEO HARDWOOD IlI\RK lIULCH WEED BAAAlER FAllRIC 3" HlCH TOPSOIl. SAUCER FOR INDMOU.... PlANlS: NO'!!: REIIOVE IIURlAP FROII T1lP 1/3 Of ROOT BMi. OR CAREf\JU. Y REIIOVE CONTAINER. FIN1SH GRAOE @SHRUB PlANllNG NO SCAlL @NOTE: ALL GROUNDCOVER &OS SHALL BE PlANTED USING lRlANGULAR PLANTING SCHEIlE. REFER TO PLANTING SCHEDULE FOR ON-CEHTER PLANTING 0llIENSl0Il REFER TO Pl..AHS FOR FINISH GRAllE 3" SHREDDED HI\ROWOOO BARK lIULCH REMOVE OR SPUT PEAT POT ~ ~ \ \ ~ 12" PREPARED SOIL COIIPACTED SlJ8GRAOE @)GROUNDCOVER PlANllNG NO SCAlL @ NOT(, ALL PERO....... BEDS SHALL BE PLANTED USING _GULAR PLANTING SCHEME. REFER TO PLANTING SCHEDULE FOR ON-CENTER PLANTING 0llIENSl0N. PACTED SlJ8GRAOE @PERENNIAL PLANllNG NO SCAlL ~~ o ,5" 3If fJd L..M..n...-J N01E: ~ SPAIO[ EDCE so ~ '!l) WIJrIWIZf. LAACE OPEN NlEAS 1lII1lfOUT PlANT lUottR!AL F...SH GRAOE / WEED BARRIER r ABRJC ~~:::~CDVEWUlCH NClRlH SCALE: ,. - 3If-f/' @ ~~E EI)OC--------- PLANT SCHEDULE TREES APPLEBEE'S illY. SYlIBOl BOTANiCAl I COItAtON NAME $Ozr ROOT 11 GYW-O GYMNOClADVS OiOlCA 2S ~ NEIGHBORHOOD KENTUCKY COfl'!E TREE CAR-C CAAPlNUS CAROUNA 1-30- B<>B GRILL & BAR MlERICAN HORNBEAM 5 UR-T UIlIOOO<ORON TUUPlFERA 2S ~ TL'llPTREE B lIAA-A lIAACklA AlIIJRENSIS 1S Il<>B Carmel, Indiana AWR .....ACKIA '8 WAl-P lIAl.US 'PlWRlUlRE' 1.5- B&B PRAlRiEFlRE CRABAPPLE PLA-A PLATANUS X ACERifOUA 'Bl.OOOCOOO' 2.5" Il<>B IlLOODGOOD LONDON PlANETREE 29 lD.-S ZEU<OVA $ERRATA 'WJ..AGE GREEN' 2.5' B&B mu.GE GREEN ZEU<OVA SHRUBS LANDSCAPE OTT. SYlIBOL BOTANIC.... I COlIIotON NAlIE SIZE ROOT IMPROVEMENTS 17 ARC-U ARCTOSTPHYLDS UVA-URSl s- f' CONT. BE_ERRY 8D ARO-lI ARONI" MD..ANOCARPA 18- Il<>B BlACK CHOKE.B(RRy 32 llE -C !LEX CRENATA 'HETZ1r 18" Il<>B Applicant: LARGE CONVEX-lEAVED HOU.Y n .lJN-H ..uNlPERUS HORIZONTAUS 'PLUWOSA 'YTlUNGSTOWN' 15' f3 CONT. APPLEBEE'S 'VOUHGSTOWN ANDORRA ..uNlPER 71 lIAH-A .._ AQUll.FOU\IlI lB" Il<>B NEIGHBORHOOD OREGON GRAPE GRILL & BAR 16 THU-O THUJA OCClOENTALlS 'TECHNI'" .' Il<>B WlSS&ON ARIJOfMTAE PERENNIALS OTT, SYlIBOL BOTANICAl. I COlIIotON NAIl( SIZE ROOT 8 RUD-F RUllBECKIA FlJLGIlllA SPEOOSA 'GOLDSTlJRI( ClUlIP 1/2 CONT, BlACK-EYED SUSAN ORNAIotENTAL GRASSES OTY. SYlIBOL BOTANICAL. I COMMON NAIl( SIZE ROOT 12 lIl5-S lIlSCANTHUS SINENSiS PURPlJRASCENS ClUlIP 1/2 CONT. PURP\..E lIAlIlEN GRASS LANDSCAPE NOTES ,. IN CASE OF OlSCREPANCIES BET'IIEDl !HE PLAN ANO PLANT UST, THE PLAN SHALL OlCTATE. 11' PlNIT IDENl1f1CATlON BOX QUANTITY SHO'IIN ON PLAN DIFFERS F1lOlI GR......C PLANT CIRCLE COUNT, THE GRAPHlC Ci1lCLE COUNT SHALL lllCTA TE if IN QUESTION. CONTACT THE ENGINEER. 2. ALL SHRUB PI.ANTlNG AREAS TO BE COVfREO WITH 3" THICK LAYER Of SHREDOEO HIIROWOOD IlAR1< llUl.O<. ALL GROuND ClMR BEDS SHALL BE CO\IEREO 'MTH l' SHREDDED HI\ROWDOO BARK lIUI.CH. BARK lIULCH SHALL BE APPROVED BY ENGINEER AND SHALL BE UNlFORlI IN TEXT1JII[ AND COlOR AND SHALL BE OBTAINED FROIII SAMlIU. OR LUlIBERlNG OPERA TlONS. NO UTlUTY lIULCH OR PROCESSED TREE TRlMlllNGS 'Mll. BE ALLOWED. J. AN APPROVED PRE-ElIERCENT HERll1CIOt SHALL BE API'UED IN ALL PI.ANT1NC AND GRCUND ClMR BEDS AT RATES SPEClFlEO BY lIANUFACTURER FOR EACH VARIETY OF PLANT. 4. NO SUBSTITUTIONS OF PlANT lIATERl.... 'MU. lIE AlUl'IlEll. if PlANTS ARE SHOWN TO BE UNAVAlI.AlILE, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO B10 DATE IN WRITING. ALL PLANlS SHALL BE INSPECTED ANO TAGGED 'M1lt PAO.ECT IDENT1fICATlON AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO lIOIIING TO JOB SlTE. PLANTS lIAY AlSO BE INSPECTED ANO APPROVED OR RELCTED ON THE JOB SITE. 50 ALL PLANlS ARE TO lIEET OR EXCEED AlIER1CAN STANOIIROS FOR NURSERY STOCIC. 1_ EDllKlN, AS SET FDRllt BY AllERICAN IISSOClATION OF NUIlSERYIoIEN. 8. PlANlS ANO ALl OTHER 1M TERIALS TO BE STllRED ON SITE lMll. BE PLACfll WHERE THEY 'MLL NOT CONFlICT 'M1lt CONSTRUCTION OPERATIONS AND AS DIRECTED BY OMD. 7, ALL LANDSCAPE PlNITlNGS, INClUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FOllOfllNG AlIAL INSPECTION BY ENGINEER. AT THE END OF lHIS PElllDD, PLANT lIATERlAL TERlIED DEAD OR UNSATISFACTORY BY ENGINEER SHALL BE REPl.ACfll AT NO AOOlTlON.... CHAROE BY !HE LANllSCAPE CONTRACTOR. 8. 1ltE LANDSCAPE CONTRACTOR SHALL llllTAlN ANO PAY FOR ALL PERlIllS AND FEES THAT lIA Y BE REQUIRED FOR HIS PORTION Of WORK. 9. PEAT lIOSS TO BE USED ON PRo.LCT SHALL BE A DOMESTIC OR IlIl'ORTED lIATERIAl. CHOCOlATE _ IN COLOR AND COIIPOSED OF PART1Al.LY 0EC0llP0SED VEGETABLE lIA TERIAL PEAT lIOSS TO AlSO BE lIlUlL Y ACIDIC IN CHARACTER ANO SHALL lIEET _.... OF ENGINEER. 10. lANOSCAPE CONTRACTOR SHALL NOT1FY ENGINEER IN WRITING PRIOR TO lllD DATE OF ANY PLANTS THAT HE FEELS lIAY NOT 5UR'I1VE TRANSPl.ANTlNG OPDlATlONS OR IN LOCATIONS NOTED. 11, ALL OlSTURBED LA.... AREAS SHALL BE SEEDED AS NOTED. SEEDED LAWNS SHAlL BE SEED MIX .u'" fRQitI JNOlANA STATE HIGHWAY SPECIFlCATlON OR AS APPROVED By ENGlNEfR. 12. AU. LANDSCAPE PlANnNGS TO BE WAlHTAIHED fOR 90 DAYS fOLlOWJNG FINAL INSPECTION OF ENGINEER. lIAINTENANa: TO INCWOE WA TERlNO. WEEDING, CUL nVA TlNO. lIULCHING. lIOWlNO AND ALL OnlER NECESSl\RY OPERATIONS REQUlRED FOR PROPER ESTABUSHlIENT OF LAWNS AND PLANTlNGS. CONTRACTOR SHALL BE RESPONSIBLE FOR Ail WAlERtNG. 13. CONTRACTOR TO SUBW!T UNIT PRtcES ON EVERY TYPE Of WORK AS REQUESTED BY ENGlNEEJt 14. CONTRACTOR SHAll. ~RlFY THE lOCAnONS OF AlL ON-SITE uTlUTlES PRIOR TO BEGINNiNG PlANTING OPERATIONS CONTRACTOR SHAlL NOT1FY IN WRITING, PRIOR TO ~NG PlANTING OPERATIONS. THE EN~NEER IF HE BBJEVES THERE 'TO BE ANY CONFUCTS BEl'tIEEN UTUTlES AND PROPOSED PLANTING LOCATIONS. 15. REFER iO ~ER'S SPECIflCATlONS FOR Aoo.TIOHAl lANDSCAPE REOUtAatENTS AND SPEOFTCA TlONs.. IN THE ~T Of CONfl.JCT BETWEEN THESE Pt..A....-s AND 'THE OWNE.Q'S . - .--SPteiACAllONS.--lHE'.OWHER'S--SPECtfieA-'flONS-SHAU.;-OO\1ER'N.---lHE-1.:A.tIDSCAPE--- ^-QCHllEC-rS CERTlFlCATlQN DOES NOT EXTEND TO THE OWNER'S SPEClflCATlOHS- Client: LEWIS ENGINEERING & Deer Engineering, Inc. 3315 E, Main Street, Suite D Plainfield, Indiana 46168 (317) 839-2412 phone (317) 839-2437 fax Consultant: BERGMAN DESIGN, L.P, Landscape Architecture 5830 Buttonwood Drive Noblesville, Indiana 46060 (317) 770-8933 phone (311) 770-8933 fax bergmandesign@aol.com ~~~~I"S::~~lt~ :~;~~~;'1 ~~~~~ 10 t:~ i!;nTme:.'l1 ',':il..:1 Re~~.&a l~,,;g:l. LP. ~<, ,l'.hct U~ ~~;;~~~;:~.~~~~'1~;'~~X:; l~;~:~..;:~~~ I:1:'W.:li'''l'l law r4rn~ 01" wl'yri~hI: =d ~l""t$( al<= t<rel>;o; ~i'.....:ifk<l.lly l(,:~.~~; 1I,/I2JlII PIa CI1Y _ Project No. Dale ~ ~ ~ U CZl o z <:: ~ * ~ <:: lXl dd ~ ~ - ~ o o o o ::c: ~ o lXl ::c: ~ CZl 4:J ~ lXl ~ P-t P-t <:: p..; ..j :i o - CZl ~ o z <:: ~ o ~ ~ lXl 02185 11122J02 LANDSCAPE PLAN Sheel Number Ll.l' .. + NOTE ,. RrFER TO DRAWING NO. l1.1 FOR LANDSCAPE NOlES. PLmTING DETAILS. PlANT SCHEDULE. ANt) OTHER ~FORMATlON THAT ARE ,\PPUCABlE TO THIS ENt..A.QGEO lANllSCA.PE PlAN. ~~ o $' 10' fit LJ"l1"1---I APPLEBEE'S NEIGHBORHOOD GRILL & BAR Carmel, Indiana LANDSCAPE IMPROVEMENTS Applicant: APPLEBEE'S NEIGHBORHOOD GRILL & BAR ~ ~ dd ~ c::: o o o o :r= c::: o ~ C.;py;irJll :\.':.;te: l~;j~ rl:-.;ilo'in~:, !!"=:''' :I: ~~~~~' :: ~~':~~~:~~;: r~~;~:,~~~ ~ 0 ~~:;;:~~~;:-:;;7;~:~.~7'::=1=.;~~.lI ~- t:'lT'..:'l'~'nla;;iri~~"r';<>I'Yri.;ht;:!dotil':;"':$<'iII" l\q\;bY~i""-'ilk.ulyl=.':'(j. Qient: LEWIS ENGINEERING & Deer Engineering, Inc. 3315 E. Main Street, Suite D Plainfield, Indiana 46168 (317) 839-2412 phone (317) 839-2437 fax Consultant: BERGMAN DESIGN, L.P. Landscape Architecture 5830 Buttonwood Drive Noblesville, Indiana 46060 (317) 770-8933 phone (317) 770-8933 fax bergrnandesign@aol.com Revisions ""..,. FlIt art__ Project No. Date ~ s: ~ < U (/) o z < .....:l * (/) 4l ~ ~ ~ s: ~ < p,; .....:l :i o - (/) ~ o z < :;s o c::: ~ ~ IlCR1H SCAlE: l' - 1r1-f/' , , \ , , \ , , 02185 1l/22,U2 ENLARGED LANDSCAPE PLAN Sheet Number Ll.2 ~ l ~ ~-- Ir~~ -- ~.~-- i\ 1I~ - -- l~ , rID- ~r @ o---@) ~ -- r---lrl--~I-l I II ill' , I lID II lID I JI l I L___ UI---1I-J I r-'~ ~ I C~ I ~ TR~SH EI rL ~URE i I [ill I I C~ I : L_ II .~ ~"W~ ~ L ~ - ~ ![(; -00 EX1ERIIIl v..... .. I1UII W Fg ..x anm .w:DG PER InIJCTJ UN VM.L vmt 11III MLDIi 'l/-'V// 1RMH VM.L - ..x, a.DCIC ...L.....---J,.. .,. ~::O~D ~TI ~+ I~ 'l' ; ;,. ~ ~ ~ w l 34'- ~ rr =-!' ,r I II :1 II II! 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QUANTITY 1 I S 7 7 6 $- - ..b. ~ .,...... 1m @ - LEfT ~ -- ........-.._~ @~- ....... .- ,- ,....... ' - ~ J .CO e @ @ I ._u;. ~ e I.TI22I ~ J 'I ~ ~ I I I I I i !ill- ~ e @ ~ ~i i~ I I I @ I A\. I ~ ~I @$;Q ur I ~ ~~ [!Y IN1' ~ ffi- e . 2'-5' r-I!' t I~ e ~ I <D 1 ~ Hi] 7'-7&0 . r '(D e~' 1 , ~ L- l ~ .... ... @ g' l:l Z !Z a "" w CoO 4: Q( ...-- 3'-1' I'-- 2'-1 ~ _*_ J .-t' ..~ ........ .. 4'- .,- @ L-I-- 'f cD ~~_ ~~ I...... ,~ 2-A4 " - ;1 6'-tl' t-it ur ~ II f't!JY ~~ I ? ...... I I ~ _~~ ! II~~~~ ~ VAITING I ml ~ ~ IUII@ 'T~ ::. -$ " ;,. z @ .oU-M ,....... ...- NOTE' JNT[RIIR DIIlENSIIM ME TO TI€ CENTERlINE IF STUDS. DIMENSIIINS TO TI€ ENDS or VALlS ME TO TI€ rACE IF STUD. EXID!IIIIl DIMENSIIINS ARE TO TI€ rACE IF BRICK. FLOOR PLAN 1/4"=1'-0" :. NOTES . :. T.... -=~~.eS!.fIfllfB9:., ~..r_~ ~~iHc.-n:=.~~~.,.~~~ ~ yo.;!r. tr-1.&t end on the e~ <<o~t:or- t/".d ne;<~,*,t~e ~~~~~" _~I8Ihe~_~~. ..... ~~pb~ ~~:;;;; r~:~?€i~E~~=, ~..EBU'SIliTUNl'r~llit..l,Ipo:'litsreq;;est. ~lEE"S"'lr~~itoIC. @,... TLS Proto - 198 Seats 10325 N. Michigan Road Carmel. Indiana 46032 INTERPLAN PRACTICE .tr~i~/~JMip a.ScI:dIlZSf)~'J-./~ ~ m.-~!; ~ 1IO.8U-I.iJr ,. UO_J31-zm __ _ 0241 R_ ... _ 11/21/02 - A1 N o T E S 1 Pll[-rJNISID 1I[lM. eN' 2- SlIJlIDl aulSE NlD CDRJO..LEII IlIMJElC allJlSES TO IE rAa IIIICX 12. AEnIl TO you. SD:T1IINS. 3. LDfT f1lO\JRE .. AVNDIi NlD AWE PER _ S. GLASS NlD ~ STlIIIJWNr F'IWIDIG. Pll[-rDGSHEIl ~ ,-. MID Ct.EM GLASS 6. SlIJlIDl CIUlSE, ClIlIIEL.I.D IIINUJCICS. & IlIMJElC SIL.L TO IE rAa IIIICX 12. 7. IDE IJIiHlS, sa: sr_ IETA&. SHEET [-II _ ~ a GM.VNIIlED 6"lc6' IIIMlSPlIlT _ ~ _ --.an TO you. VITIl A -... IF :I ~ 9. rAa IIIICX II. .. -.T -.: lIIF u. li'IP. ... w IOOlI..D ~ 12. CAIlIJC AU. 00. .... I VINIIIIVS TO M10I DlTIIlIIJl r-.. J:I. IIIlII _ -. PMlJ r-.. J4, GM.VNIIlED SHEET IETM. ClUlTUt- ~ PMlJ. 13. I.EAIlDlIOD _ ___ ~ VAU. TO sr_ IETAIL - 16. UIlE IF __ IIEEIl _ IlASHED. 17. _-rJNISID ~ STlIIIJWNr :; .-- VITIl _-rDGSHEIl ~ IUITDII I'Ull:ED __ Ct.EM DalI.ATIIG GLASS MG.I 1& _ nIIIl 19. CIJlIDI.IIIE .. _ _ IIIiII :t I!D. _ VAU. lDlllIII. ..IIIIlY Dl rAa IIIICX - - CAIlIJC TO M10I IIIICX a _ SIL.L II. __ _ TO IE l'lIMIIJI . DlIfMJ.D IY lMIEIl _ _ l!3. CUT _ _ .... I Sl'a: _ CIL ,.... "',. 1M. _TllG__PIIIIYIIIEIIIY lMIEIl. DlIfMJ.D IY CIIlnIM:TIII. IS. EnHD GLASS ... _ . _ F .F.E. lClCl.OO FRONT ELEVATION SCALE 1/4"=1'-0" 4'-2" 14'-n' 10'-4' 10'-4' '-8" RIGHT SIDE ELEVATION SCALE 1/4"=1'-0" ~. 12 _ - sa: ILJI&, __ .. Ell1DID IIIICX lDlllIII. ..IIIIlY . _ IF ILJI&, TO lIP IF IIIICX l!9. !.ED _ LDfT ___ IF __ _ IILIIIEII _ A'WNING PATTERN ... ... ,.. NZ .... a... UIl( .c:J oli'o o 0 0 ,.. ,.. ,.. N N N '''' II- I'" az IUo'I az uc~ uc .lIt_ .lIt TREAT EJlGE YlTH BlNllING ""TERIAI.. <RUST aLlIR 1CP-i!7lI9) COLORS ARE 'COASTLINE PLUS' COLOR KEY & RIVERBOAT & TRITON GREEN ...~aA_ r.:"'\l,rr.......::.~..:...-:n .,,. .. ':".... ... J -=':::.-:.-= ---"---m =-~...~~~~ =,~lIoo~~ ~..::--=-= ..... .. ~ ::.= If-:.==.... "...... IC. _ -- ... ~ ..... .. .. ........ . ~ -............. ~-... - 1lS Proto - 198 Seats 10325 N. Michigan Road Carmel. Indlono 46032 INIERPIAN ~,~/.!-C . .. ~ -..... --,............. ~- ............. ......... _ _ 0241 R..- 1M _ 11/21/112 - A2 t. , LEFT SIDE ELEVATION SCALE 114'=1'-0' I ~ REAR ELEVATION SCALE 1/4'=1'-0' .~ ~~ :tf ~,.~ a ~ ~~ ~ ~~ (P~ /. NOTES L PlIE-flNISH[Il METM. eN' 2. SII.IIIEIl _ MID lDlIEl.LEII IllNUIlX aJUIlS[S 10 IE r_ IllIIX 12. IlEFDI 10 VIlLL SECTDlI. 3. UGIlT nxTIIlE .. MINING MID .-- PER SIH!II II. li..ASS MID M.IJlDUI ~ .-- PlIE-nNISHEII ~ .-- MID Ct.EM li..ASS 6. SII.IIIEIl -. lDlIEl.LEII IIIM.IICICS. , IllNUIlX SIU. 10 IE r_ IllIIX 12. 7. IDlE UIlHR. sa ST_ IETAIl. SlEET 1-5 CPAINr F1NISlO .. GM.VMIZD 6"d' __ _ f1IlISlO SD:lIl[ __ 10 VIlLL VITM II __ IF :I IRllCIC[lS. 9. r_ IllIIX a. IlL _T IIIIIG.[ IIllF II. IOlVII% IllZZDI IUTTlIl Il!. _GArosas-.r_ 13. IIIlII MID r-. PI\INT rDIISK M. GM.VMIZD SlEET METM. _ f1.ASHINIi, PI\INT. 15. u:AIIEIl lEAD MID _ 1-.ot ..-r VM.L TO ST_ IETAIl. - 16. LJIl[ IF IIllF IID:IC _ ~ 17. PlIE-rDIIIID ~ ~ .-- VITM PlIE-nNISHEII ~ ~ PlM%II _ Ct.EM 1IISIA.A1IE GLASI ~ IlL .. CIIl VIDE ClIllDLD IT CIIURI 19. ~ IF IIllF GAIL[ .. _ VM.L IDllIIlL ..IIIIlT r_ IllIIX - - CMJUl 10 .101 IllIIX. IS. CDUIl VM.L ~ a IUIUIDIl _ TO IE PlIIMIID , IIIITIIU.D IT _ D 11_ CIIIIYIIID II __ IF rPMT__ eo. AlllIIIlII 15. DlDGI IllIIX IDllIIlL ..IIIIlT . _ IF IUlG. TO _ IF IllIIX 16. CMJUl M.L EXT. .... , _ 10 .101 [X1[IIIIIR I1IIISIl 27. La __ UIlIlI' __ __ IF IUIUIDIl IEUIlI SII.IIIEIl CIIIlIES. A'JNING PATTERN - ;:: NZ 110.1 l1.1o.I ua: .CJ o CI\ 0 o 0 0 " " " N N N Il:l n... Il:l l1.Z lU;t l1.Z uc u=J uc .'" #ClI: .'" TREAT EDGE \11TH BINDING MATERIAL. <RUST CD..lIt 1CP-e7lm Cm.DRS ARE 'COASTLINE PLUS' COLOR KEY & RIVERBOAT & TRITON GREEN ...~aA_ - :r'lc.-'::'~':"'-=- ..,....-:-......... 1 r=-.::.--= ......... . ...... . ...... ..... ..... ~~ .......-... .__7ir_ ~;."~-::",~ .J _ ~ .,:0;'::" ~ .:4...:::.=: ~ -..... .... .. ...... ... . .... :n= ..... -= :='II.:::=..-::---- .....-.. --... .. ... .. ..... ~-"IC. .. 1lS Proto - 198 Seats 10325 N. Michigan Rood Carmel. Indiana 46032 INIERPIAN tL'.:..J,.!....C~ ..... -.... ...,..... ..... ....- ....... __... At____ __ 0241_ 1M _ 11/21 - A3