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Carmel Drive Streetscape Renovation CIT Y OF Car Drive Streetscape el Proje%.A Honorable James Brainard, Mayor Carmel, Indiana a Mike Hollibaugh, Di rector of Long Range Planning Kate Boyle-Weese, City Engineer 'City of Carmel �? t R E FE REN CE MAP o S. x 3 4 A Nava r t 4 r _ SITE CLAY TOWNSHIP, HAMILTON COUNTY " VICINITY MAP LOCATION MAPk ti , SURVEY---___ DATA - _ -- OPERATING AUTHORITIES CITY COUNCIL - Weer liecir�c CITY OF CARMEL PSI ENERGY MEMBERS:— -- . .r r 130 1ST AVE. SW 1441 S. GUILFORD ROBERT BATTREALL - - - CARMEL, IN. 46032 CARMEL. IN. 46032 RONALD CARTER 571-2648 839-9611 KEVIN KIRBY Sewers JOHN KOVEN <<' . CITY OF CARMEL Coble Television NORMAN RUNDLE CONSULTANTS 130 1ST AVE. SW TIME WARNER CABLE LUCI SNYDER CARMEL, IN. 46032 516 E. CARMEL DR. WAYNE WILSON , .� 571-2648 CARMEL, INDIANA 46032 972-9700 Gas Teephone INDIANA GAS CO.. INC. AT&T 1630 N. MERIDIAN ST. 410 GRADLE DRIVE i r - INDIANAPOLIS, IN. 46202-1496 CARMEL, INDIANA +6032 800-777-2060 Telephone AMERITECH _ 5858 N. COLLEr'.E: AVE. INDIANA.°;L;s, IN. 46220 2.52-5005 Aww ;z . � I171•� m"> <`w;;,�a it-. -.; , ��r L ` i' m n ar f I r ':pZ . ........... 5 A c'�Ikec ° Engineers&n —, ions _Fir:dnct r, . ,. I-� C103 DEMOLITION 0103 DEMO 0104 DEMOLITION LA yoLJ T ' C106 LAYOUT C10�DE�VI ON 0106 1 0107 LAYO GRADING' I 0109 GRADING , 10,�-LAY0109 0 ING OIGNAGE 0112 PLA I C11 GRAD)IfIG 0112 PLMT!�q I NT1NG 0113 PLANTING ON AFFIC �" 1 0113 PLANT!NG p�� V15 TR C115 TRAFFIC -I- SIGNAGE C116 TRAFFI C102 DEMOL M � L I C -t- SI NAGE I ITION prc 1 R1CA 01 16 TRAFFI -f-c� 2 p 'C 102 w w E102 ELECTRICAL I E103 ELEC SIGNAGE 0105 LAYOUT LA`� � E I , . . TRICA L 1 p1NG E103 ELEC ICAL •..: trt1M.R r u.. •�in�V x.5r.alto-w Bow 0108 GRADING ,. I , -- I I I TRA M 0114 FIC 1N G+ SIGNAGE , E1. ► _ ___ _ � E E101 1 w/ ELECTRICAL 4 Ii nl.R.wwR f �rtw.rt .ry T u.w Inc. u r k M , q.. w un ew.. / orEr+ yp,p•S .A..N x BnZiS I I g 1 PLAN D I I _ PLAN 0 I P N E ( PLAN F = I _ � I BO/' PLAN A I � P1.-p` � 17'! CL INDEX CARMEL DRIVE KEY PLAN C100 COVER SHEET C101 KEY PLAN --- SCALE: 1 "=100' ,.., C102 DEMOLITION PLAN (PLANS "A & B") C103 DEMOLITION PLAN (PLANS "C & D") 7-1 C104 DEMOLITION PLAN (PLANS "E & F") .� C105 LAYOUT PLAN (PLANS "A & B") ' -- C106 LAYOUT PLAN (PLANS "C & D") C107 LAYOUT PLAN (PLANS "E & F") ' C108 GRADING & DRAINAGE PLAN (PLANS "A & B" C109 GRADING & DRAINAGE PLAN P ) C110 GRADING & DRAINAGE p (PLANS "C & D") - LAN (PLANS "E & F") C111 PLANTING PLAN (PLANS A & B) C112 PLANTING PLAN (PLANS C & D) C113 PLANTING PLAN (PLANS E & F) C114 TRAFFIC & SIGNAGE PLAN (PLANS "A & B C115 TRAFFIC & SIGNAGE PLAN (PLANS "C & Do' '= C11 TRAFFIC & SIGNAGE PLAN (PLANS "E & F") C117 7 SITE CONSTRUCTION DETAILS C118 SITE CONSTRUCTION DETAILS C119 SITE CONSTRUCTION DETAILS C120 MAINTENANCE OF TRAFFIC PLAN A C121 MAINTENANCE OF TRAFFIC PLAN B C122 MAINTENANCE OF TRAFFIC PLAN C C123 MAINTENANCE OF TRAFFIC PLAN D C124 MAINTENANCE OF TRAFFIC PLAN E C125 GATEWAY PIER AND FENCE DETAILS fi <i ay C126 PARCEL OWNERS (FOR INFORMATION ONLY) C127 ALTERNATE BID KEY PLAN (FOR INFORMATION ONLY) E101 ELECTRICAL PLAN (PLAN to A+ B") E102 ELECTRICAL PLAN (PLAN"C+ D") E103 ELECTRICAL PLAN (PLAN"E+ F") E104 POLE & FIXTURE SCHEDULE. T10F2 TRAFFIC SIGNAL MODERNIZATION, CARMEL DRIVE & RAN T20F2 TRAFFIC SIGNAL MODERNIZATION, CARMEL DRIVE & GEL ROAD 1OF1 TOPOGRAPHIC SURVEY AAA WAY Y 20F2 TOPOGRAPHIC SURVEY 30F3 TOPOGRAPHIC SURVEY 0F4 TOPOGRAPHIC SURVEY I u *DON T DIG [3 _iP, Aim •.IT -ri cr . - . I A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR . ` I I TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNT II I i I OR LOCAL PERMITS FOR ANY AND ALL WORK UNLESS OTHERWISE NOTED, THE CONTRACTOR OR TRACTORS ARE RESPONSIBLE TO PAY FOR ALL RE,� QED II ( I LESS PERMITS T BY RWISE NOTED LINAGENCIES THE ICONTRACITO OR SPECiFI- N 1 ►J I I CATIONS. 'I W B EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS. I z ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINA_; I PIPES, AND STRUCTURES, FENCES, LAWNS. TREES,PIZZA HUT HUNTER'S QU EST E'_ISHES. MAILBOXES, SIGNS, POWER POLES ETC , TO REMAIN 4r4D II ; BUSINESS CENTER HUNTER'S QUEST = I DAMAGES DURINDGFCONSTTRUCTIONBSHALL BENRESTOREC ANY CSOkch itects ALTERNATE 'r ; BUSINESS CENTER U RECONSTRUCTED OR REPLACED BY THE CONTRACT, AT Engineers&Interiors HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED _R I REPLACED TO AT LEAST THEIR ORIGINAL CONDITION K AS []I D # REQUIRED OR DICTATED BY FEDERAL, STATE, COUNT? L7 I I OR LOCAL AGENCIES. I, I _ A TERNATE / I I THE UTILITIES INDICATED ON THESE PLANS AND ON THE ty V 4. SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALi_ I 2 I EXISTING UTILITIES PRESENT ON AND AROUND THIS _I T E 9 THE LOCATION AND SIZE OF THESE UTILITIES MAYBE BI 4 / _ ALTERNATE j _0 APPROXIMATE. THIS INFORMATION WAS GATHERED +JR % � � C)� � � 4 � SUPPLIED BY OTHERS AND USED BY THE A/E AND MA', Ar�Idectur7 / BID 4 t' ) CONCRETE PARKING BUMPERS NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIARL E-rigineering ..�� ',q.-76 ( OP OF ALONG EDGE OF ENISTING PARKING LOT-, FOR ANY INCORRECT OR MISLEADING UTILITY INFORM n� _IN L_ata Pl.annrrg / Dp. `-� RETAINING WALL - �\2� , INDICATED, IMPLIED OR NOT INDICATED ON THESE P,_, .S L8 - ( rIC Architecture //�\�� -_ ndacal�e Archltectrue -- r 4�� -T INV 841.93 RCP WHEEL STOPS ��=� Interior E)es+gn ------- ---.------- �,' / i 7"i,�G WHEEL �,OPS� _, � -- ) �-..., I�!t 'JPace ct / I ArrDSCAPE APEA) I D. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIF„ A' n r 7L- Ei �M1P - // -� / AISCAPE A EA) (� �) ► / 1 ® THE UTILITY----- � _ OP E'A wN_ wALL I" � (LANDSCAPE AREA) }.�-:� U IL COMPANIES AND DEPARTMENTS 72 H(DtiPQ; w �` - - - - - - - - - -�� _Orr. APRnN -��- - -, _ /- -- --�-^ // 1 5"!*6R.E FRCP - e\ C= _ - - - - - - -f- -�- - - - - - - - _ - - - - - - - - - -F- - - --� - -__ - - �/' I 2, I BEFORE CONSTRUCTION IS TO START TO VERIFY ANt i \y �- - - - ysr - - - ---Y �� / �/ UTILITIES THAT MAY BE PRESENT ON SITE. ALL VER r - -�� I. C7-- - - - -_ - _ � ( � \ ^ CATIONS. LOCATIONS, SIZE AND DEPTHS SHALL BE K4Ar F ONCREiE SIDEWALr - 1 O _ __-,-_ , --- - -__- _ ( �� - t --- - - - - - - -(-- -- - �� A F'r ALT \ - - - - - - - - - - ..- GRASS - - - - - - - - - - - - - - - - - - - - -- - 'C l " I Tea_r .' t 1 ( Z Cc - - - - - - - - - - - BY THE APPROPRIATE UTILITY COMPANIES OR DEPAR j -'- - �— �� COw'pETE WALK f-T WHEN EXCAVATING AROUND OR OVER EXISTING UTILI ,E_ v { SOTTOM__ �- - - - , - _ - 1- _ _ - _ _ _ - _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE CONTRACTOR MUST NOTIFY THE UTILITY COMPAN, Scope a 1 =, RETAINING WALL CHAIRB ^K \ ( t - Drawlrkl., j �11_ �UPB 2' CHA;RBACM. c_�e / 1\ 2' CHAfRBACCURe A REPRESENTATIVE OF THE OTILITY CAN BE PRESErJT D RINI,• - INV- E 841.25 ✓ t ) _� BvTTOM THE EXCAVATION TO INSTRUCT AND OBSERVE DURIN; '�I L' ( � i �� CONCRETE WgLK- ( `� � j �2�X4' OPEN DRAIN /� ( q q 4 3 RETANING WALL }O EXCAVATION. V �� 1 � I�V 84 _J� V / �' UNDER WALK + RCP HD E �C3 ) �? I E. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVA I ALTS NATE Sr I CONTRACTOR OR CONTRACTORS MUST TAKE PARTICUL - - - - - - - - - - - - - - AR WHEN EXCAVATING IN AND AROUND EXISTING ?'" -- - - - d - - - -- --"'-'- - +4�r - - - - - ( TH E EXISTING UTILITIES CARE TH CONTRACTORS RESF ti,r Revlelory LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS F AL._ E E S E �� IBILTY AND MUST BE LOCATED EITHER BY THE REPRE: E, "'✓E ` J\ OF THE UTILITY COMPANY OR BY A PRIVATE UNDER F J t,r UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR (1 Q) (� ( 3� 0 AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIE_ 4 ) N P 2 96 19 1 9 (1� ( HAS JURISDICTION SO NOT TO CAUSE DAMAGE. ND 2 CHAIR- INV_ 840.64 E _ iV 844 91 F. IT SHA THE RESPONSIBILITY OF THE CONTRACTOR - T ( 8 2 1 1 , r- � -7 BA! CURB —ED�;F nF P��ENL_ — Ems- - — aT r1;'� NTEF�t_T � ,�Re cJr OJ � � � � - - � - �-� ♦ -�21�P— i 2 pV` _-_ I I MODIFY ALL UTILITIES, PRIVATE OR PUBLIC. OR OTHE `h ' _ `_ I LL BE E To BARE ALL EXPENSES TO REMOVE, RELOCATE AND ! R CONC A IRON � � �-� - - - - - - - - - PASS - - - - - - - - - - q �0, �� - LcJ� ( IT FURTHER SHALL BE THE RESPONSIBILITY OF THE - - �1<'RCP TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND °P �-- - -V\ 12'�PVC /� " � Dete Draw^, By '-�.he<ked By CON,-PETE WALK �� j - AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELnC.•'E, -75�— — — — _ONCRETE WALK ' I }-- ' '-� ASPHALT I �G _ _ _ _ _ _ - - - - - - - - - - _ - - - - - - - - - - - - - � AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED g/g,;)/pp KM BO 1 _ SEND CURB IT FURTHER SHALL BE THE CONTRACTORS RESPON_,IBILi', cJ ` �M GRASS I �l I I TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED c AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OTHER END II OWNER AS TO THEIR FUTURE RESPONSIBILITIES. NOT ASVISIBLE II G THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALTERNATE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN OERNATE (1 ) TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE. r ,� ( BID #4 ; , , ( , I 3I I _, �� I U COUNTY, CITY OR LOCAL AGENCIES. ALTERNATE I �� H. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO /I EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND L_ sE. B 1 D /! 2 MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN Z, Z 1 u FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC I OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK , �> DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE: 'HE VEF AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION `4 I � � PONDEROSA FIFTH THIRD BANK SCHEDULE. WATER MAY BE USED As A REDUCER. I. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CRFI+TE r� 'r PUMPING AND GENERAL DETERIORATION OF THE SHALLO.+IE° _ I PRECAUTIONARY STEPS MUSTY BER TAKEN RDURIING THEOF PROPER ✓' ? ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH _ s , DAMAGE. ,^ , 1 J ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL - 'DON'T DIG BLIND• - REQUIREMENTS, WHICHEVER HAS JURISDICTION - -'- " " 'IT'5 THE LAW' K REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED SN CARMEL DRIVE PLAN A a„ ,�,,,,� , „. r THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER IALS AREAS TO BE REMOVED SHALL BE SAW CUT CLFArj SCALE:1"=I WO' NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING -! SCALE: 1 ~=20' OF THE EXISTING PAVEMENT OCCURS. REMOVE ALL NON- ORGANIC MATERIAL THAT WOULD INTERFERE WITH PROPOSED ^- PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED L ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEME"ITS ARE DAMAGED DURING CONSTRICTION FROM HEAVY F'-,)iI" MENT, FULL OIL, OIL, GASOLINE ETC., BY THE GENLk CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL !_ RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR S'HAL'` 1 I OR DURING THE SCHEDULED PAVING. OJE`"7 CONSTRUCTION M. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NC T';1- ' ' I ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LF :AL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. UNLESS OTHERWISE NrTEi Z BY THE CITY OF CARMEL. t ' I N ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO 7HE z __j CURB SHALL B N;;- z p BANK I ACDCORDANCE WITH THE THE RAMPS REQUIREMENTS. SEE SIEEBSI�iiE ^--^- OOZE ON PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE ( �� DETAILS FOR SPECIFICATIONS. r. OLES i � I 0. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTES '�■ �= J ON THE PLANS. MATERIALS SHALL BE REMOVED FROM iHF f I SITE BY THE GENERAL CONTRACTOR OR SUBCONTRACT:)R 1 , , �. 7 Ti,R T / C - __� l 8 ( 8„RCP " i _ NcRES oE_AL� - DER 4 D AifV `D ` 8 _ _ _ _ / ] _ _ � GR :O NCR 5 Un Srp�R�� ( 7 ) ✓' <tiJ wv ! GR S ar r L 9_ �. f _ -w �, / 5 .L __ - pEwA1r- �.3 �� 3g 1ti 83 Sg _ s�oF rq= --- r 7\ ;N� 39 836 E 8=s8 �� w 3e _�-� _ y ,•-- -. J gab 34� I S b L 'S 3 _ _ l I , SI�EWALk �� T r N D I I1 -- - `. GRA , 31 �" --- 1 a ,J Lij 5 SToG i — I — ✓ ASPHALT � 22 ' Certified By A / rC 83gg -A T ----- N�- ,33 4 1 I E 4a b i COOT ENKE) ER/p/AN — - WHEELER qC l GROUP E RIC qRK I 1 HARDS eU/L p/NG I "er±died L?y 1 Sheet No CARMEL DRIVE PLAN T KEYPLAN - C102 SCALE: 1 "=20' SC,�:1'�1000' 3 >r. _ 9764:. I I 1 I l A h + , ' J A r N r n NOTES �C . � � - QF �� K �� -� � 1 �� J� � � IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CGN- V TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITE E OR LOCAL PERMITS FOR ANY AND ALL WORK REQU REC AI& B� '� G(.EN UNLESS OTHERWISE NOTED. THE CONTRA T. R R - OSED App PROP RO I '_ �� R E E , CONDO�/�� TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED uMs PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- ( W 40' 1 EC U �'t , LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- 0 E.�S 11 N R/W i l ( 1 11 1/ Ll CATIONS. - � iNSTR a Q ��-?M�✓1� (71 1�> 1 !� -I _ { - } ---- _ `/ _ ? �` J5 1 INC B. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, - 1 -�`----- ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE _ �� , __ - - - - -- - - -- -I- �-- /7 PIPES, AND STRUCTURES. FENCE LAWNS THE BUSHES. / - - S, ES. -_ --- --- � � �'�--" ( �' � `-� MAILBOXES. SIGNS, POWER POLES ETC., 70 REMAIN AND U / } BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY Lj_j �1 / _ DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, `�' _ ® _ \' - _ RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT L HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR ' C SOAc � REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS tects REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY CITr pp E I neers&Inte riors 0 R LOCAL A GE N C I ES QEXI S7?N ��` ,\L/ 1 _ - / �• J,I - = 1 - 1_, C. THE UTILITIES INDICATED ON THESE PLANS AND ON THE �J aJf t P _ O i _ �_ _ �i' g43 n p+ 1 1 _ - � , >C o 1 --�_ __ SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE � 1 }.- � '- - - �,b�---_- -----_ � EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE 3 ~ h N � _ _ _ THE LOCATION AND SIZE OF THESE UTILITIES MAYBE a, ' - , _ _ _ _ - c✓ o - -+ - - - --t __ _--_ - - - ------_ --- + APPROXIMATE THIS INFORMATION WAS GATHERED OR O — -- ---- _ — N SUPPLIED BY OTHERS AND USED BY THE A E AND MAY pR . — M — � F------ 'l1 pE -C' __-- - _ ` - - - - _ LI R NOT IN I A NOT BE ACTUAL. HE A E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION Architecture r --a I i / - - - _ INDICATED IMP ED 0 D C TED ON THESE PLANS Engineering Land Planning Historic Architecture _ Landscape Architecture ( O Interior Design IT IS THE CONTRACTORS RESPONSIBILITY r0 NOTIFY ALL DEPARTMENTS 72 HOURS Space Planning N '� _ N THE UTILITY COMPANIES AND DEPAR S a _'---+ _ CARMEL DR• BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE - $ BY THE 31 E — �+ WHEN EXCAVATING AAROUND OR OVER NIEXIS�NGDUTAUTIESNT 7 NOTIFY SO A REPRESENTATIVE OF THEUI UTILITY CAN I BE PRESENT Y DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE Scope - - -� -_ _--- _ _ _� _ - "R - i _ - �� ✓� EXCAVATION wrW C.L.L. ---�__ 5 -' _ E. ALL CONTRACTORS BUT NOT- LIMITED TO THE EXCAVATING r L. ��,� _ CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR APP. 40' EX1 T l y - - - r CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY SING R/Hr �' -- �� 137- - _ - LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL -- _ --- '' - �� - ._._ = IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- Re�arons OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND ' ^ I} III►►r - _ '--- 1 ` - UTILITY LOCATION COMPANY PRIOR TO THE START OF G) EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR --- AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT /� - 4) ^ - -= HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 1 4 APR 40- NG _• 11 �W F IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR II �� R ��`�'�• _ TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR C• MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. L•L IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON-- /� TRACTOR TO VERIFY WITH EACH UTtLfTY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, C =-i AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED Date Drawn Bp Chewed By _ CARMEL M ( � IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY I ANKLE (- oO T = TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED 6/3Q/QQ KM ®o -J ANKLE / & � AND HOW IT MAY EFFECT THIS PROJECT AND IT'S CEN TER J C�R A I EI J � �� t OWNER AS TO THEIR FUTURE RESPONSIBILITIES. [_ I A 1 { > 1�/� (� OF F/CE COURT I� !�_ ATEH S EXPENSE SHALL BE AUTOMOBILE RESPONSIBLE AND PEDESTRIAN O !DE _ TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, . I ( 4 ) Q COUNTY, CITY OR LOCAL AGENCIES. ILL r H. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT \ L EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE (� -�U RT I . p C-) AS 21 MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN L 0 f �� ET �' FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC N S OR PRIVATE STREETS OR ROADS. DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP c.�� TERpR��E ,�ATI�� DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE - N '_TR. X� I N 1 P/A R( SCHEDULE.DUWATER DURING MAY BE USED RASCAAN REDUCER. N ~ /� j - ! J`-L1 b 0-9 r'1 S S I. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE CI " ,` C•L PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER EN TE SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER CARMEL DRIVE PLAN *C� PRECAUTIONARY STEPS MUST BE TAKEN DURING THE � � `� -- ' ---i �. ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. SCAL: 1 =20' J ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS �u ^✓ OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL Q REQUIREMENTS, WHICHEVER HAS JURISDICTION. SCALE:1 X91 X00' r _ .- K REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON rL THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- �- ��- - �-I IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, r- \ A LT E r\J AT J NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING �J OF THE EXISTING PAVEMENT OCCURS. REMOVE ALL NON- r CC ( 1 f �� ORGANIC MATERIAL THAT WOULD INTERFERE WITH PROPOSED I u 1 D 1 ( ``, ( PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE _ (,'•[,,L, PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL APP. 40' EXISTING R/W - —` HUNTER'S GLEN CONDOMINIUMS -' ' 22 26 U APP. 40- EXISTING R/W L ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS �/ _ ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- �► MENT FUEL IL OIL GASOLINE ET GENERAL ' - - - I E BY THE 1 _ __ - - 1♦ } -- - _ - - ------ _ - ` - - _ CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALLBE - \� 1 _ '-- RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR - .------- t- __ ___ //1 , - I 1 - ----------- - ---- -- ----- ----- _ _ DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL / q - b i--_- RECONSTRUCTION AND OR REPAIR SHALL - -- - - - - `� - i -- PROJECT CONSTRUCTION THIS �" TAKE PLACE AT THE END OF THE PR r - _ OR DURING THE SCHEDULED PAVING. - - - - -- - -- - - - - - - - T M. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL ('7'�, MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR 00 -- LOCAL LAWS AND ORDINANCE, UNLESS OTHERWISE NOTED S p o 3 BY THE CITY OF CARMEL. co CN CARMEL DR . ?, O LINE OCO - + o+ i i � N ALL HANDICAP RAMPS THAT ARE PERPENDICULAR 70 THE _ T _ ___ _ �' LINE �C' CARMEL D R �l CURB SHALL NOT EXCEED A SLOPE OF t" IN 12" LONG- ___ _ � + -` S 8931�19� E --+-- -- — + TUDINALLY HANDICAP RAMPS AND SIGNS SHALL BE IN Z - � - ACCORDANCE WITH THE ADA REQUIREMENTS SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE -� - - - `5 ; DETAILS FOR SPECIFICATIONS. I ��- ) 0. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS MATERIALS SHALL BE REMOVED FROM THE r1' - _ _ - - - - --- --- - - -- -- -f - - - - -- - - _ - - =-_ - - =- = - -- -' (. SITE B THE GENERAL CONTRACTOR OR SUBCONTRACTOR. Fm , -- -- - — -- - — — r - - - - - - - — — - - - - �.� (2_>, _..,I t 17 7 f`3 � 4 � 1 C.LL. ` C.L.L • t 3t- 40' EXISTING Ii --- ----- I / - - -- - - - - - - LLI I __-_ ------- _ - -� APP W 4 -II -C.L.L. L - - - - - - 1 - - - - - - - - - - - - - APP. 40' EXISTING R/W " PROPOSED 48' 1/2 ROW - - Z ( K A H N S =' -c•L � — - DBAOLMON KEY NOTES, IN \ Y APP. 40' EXISTING R/W �� _ ✓i,� } PROPOSED 48' 1/2 ROW Llj > C�L.L. z _ ctL I — of C4 Zo , PLANNER & BUCHANAN , MORTUARY U ' I -� -- w - -Q - ULTIMATE FAZOLIS AF 50' E ISTlNG R I , _ �Y� 1 !_ `i CAR WASH z C.L.L. — PARCE � �' 3 PARCEL 24 - II TH0MA`� L. DUh E U . S . RESTAURANT PROPERT „ I I ' PROPOSED 32' 1/2 ROW ( N �T R . # � ��9 � � � � � � ', • • fJ S T R . # 8700090 Certified By Certified By 'DON'T DIG BLIND' -- - --- - ,r Sheet No, CARMEL DRIVE PLAN "D� -IT'5 THE LAW' SCALE: 1 "=20' KEYPLAN C103 SCALE:1'=1000' 4 -A 38 Sheets Fie No 97642 I C" I CC J i HIV! L" Ct I V H i V D H!V h ---! DEICLmON CENERAL,. NOTED ' MARSH MARSH - A S HOPPING CENTER SHOPPING CENTER ' TRW 1, T AA - , \' PROPOSED 48' 1/2 ROW PROPOSED 48' 1/2 ROW "L� — 1 r C.L.L. - I - A kAN` PMr k ,A ANL a ; h A .� ;J h r - c ,l � r T ' y I PROPOSED 48' 1/2 ROW C.L r MF .A No) C.L.L. I I -C.LL N p �?7) I If� — —� II— _ ► r` c` �� 9 E , � �� M� A�,r. :�r kF �'� rch9teets — t) ._____ ___— __- .. — ___ I,Tt.. P[ A, jt. 4 C" r=A; TOP AT --- !) n- - _ _ _.. _.. - -- - -- -- - -- - - - I ► - - -- - -- _ - - -- - -- - 1 �, SE ALL ��,M��F "A��_ �� .. - 101 S _ — r E veersWrIte � t � ► ii � �� .- ! ..AST ,. . / 5 �► -- — - -- / - ---- - -.. -- _ ! - - __ _ T G A 1 - — -- - -- 1 - nu A "'1 ( rt - p,)! -� N 'ATE D 6 1 41 E A ,? _ s "J i RE '.(-Mi [ EN 4 r f rt I h'•i-- FAi '. �� r. _iT�. ; _ (1 Q �1 ( 1 j ) Hr_ a- N P',rJO �I:- . OF 1E THIS ' ,E r- E PGL F r r 'HERS ANU,r _ E ` .;3'r ,ic �[; MA,r Architecture I A Engineer T t?E r� IA' TF,L AE <,r w,� tit i _ B L ng g PnP ANr rJi'i;rRECT Mr",L r r TI_'T ��f?MrT„�ry Land Planning -'-� -- NICATEL, IMPLIED OR NVT IIN .I AiF_, ,_Jr "E: FLAN 1 I ' AND ICV Historic Arc h itecture an �a� c Itect ure nterior D�°eN�C A R M E L D R. Space C A R M E LD R. THE JT A! T(- �r T st .T, Tr iC M-A I E � ��I R 5 E [F-JRE ;NSTRI�,_ Ir,!N Ti' :TART 7i- .�F"P,F A±I r 1 T ITIc', THAT MAY BE P RFS Jr N T- L ':FR Fl 1 ZF AND c P`H S"AL., FE MALL -!-iE AF FR%1FRIATE IJI LI 4 h rN E (( AVAT taf, — L C�iry RA_T R Scope M) S +E I MrA y t ' 1 3 4 {:J) A n EPRE,ENTA N E OF E U u - _ < AN �3r_ EN n.r;�� rawrfgs >E r THE EX 4vA-Ti,'�r T-, IFlIZTRLI�_T AND .R_ kVF t'IPa,, T tE 2 4 10) `1 ( - i �4� _4 � N RACT k_ RUT NUT _1TF D T�` AVA�TING�� ' � ( � 4 '1TRA R ( R ccNTPArr)R M ;�S T TAN E ARTcjAR _ ' APE 'WHEN EXCAVATING .N A,iD A'O r Q +IS IN1l U I lie�isior?s ` A E EVEN= ARE H� FIIE.TRAi1_Aa : rR'r_:O� A�L '•� ! \ Ml` i ATF ._R „ THE _ / - --- - -- - _.__._ - - -- -- -- - �_ - BE ._ D 9 � - - - ------ -- - - - r - - - 'r - - = i 3 7 , ' � \ r f- 1 r { cJ r� F jMPA k 4 E tit �a h r �, i� ► —1 r —1 -- — -- — — -- -- - — — -- _ - -- - - - -- _ - 1MPA a u rR THF. a '. F. i Qr „t _ _ b ! �/ -- - - -- -- - - - _— - -___ _.— ail N RiF' 411 11iM ER °� r:TSr �J �- , - - - - - s� THE 'T LIT ' C)NTRAC H -- `/ - - - -- - -- - - -- _ -- - - PROPOSED 48' 1 2 ROW I _— — // R — -- -- - / � � -- - � � r— — � � c.LL- — _ ' �j'> NOV 2D�0 w j1_ \ R H Fti sR r a r A�� A Ma,_E N_ ED 4 , , � r„til e _ _ 1� \ I RECEIVED �- — — . � r (� E CITY v' � - - -C.LL �)\ C.LL r 11 �__ . - r ' 1 ( 5�1 ��"� I E T RF;P�,�L�EII -,F rJrRAC ,R �' ENGINEER °� C.LL / �� 1 ( y _`I , T , v TE ANDS P � '� .. ! �,�� F.-DR a.. t �NSEJ r �F I �1 �, l I } �� , - .. � I iES. RR V'. IC �R , N hJJ �$° \ ( I PROPOSED 48 1�2 ROW ,k-+ALL BE Hr R _. NSI TAE r - 11 � �� Date Chec i ed By r, I C.LL (1 � T < F P,F( WITF{ F,r H XI`-1T1�7 PFi �ir�-A�r r �� A, ( T,-) WHO PESP h,.+� v r RF Mi F REI ' L-Li �� I -t27) III Ir.�rHt ,NA h( "F _ N nA'._ t ;:,k N'_,1,7�� . Z l I � �� 06/30,✓00 �� „r,r ��, .RE _, Ic _ APE ., NE A ,[, ,,:rW iT MAY F�� CT TH AS TO THF.R i vTIJRE RESPC B t 11 z I Q BOSTON MARKET E U I Q kAFcl, r R�,r( L H�LLc�E'<Ut AF' b E c )ER LV�Ta"E � aT � �� J�E AFL 1TL M ,H ,E =� �� PEJF 'R!AN Q i Q KEY BANK BURGER KINGrJT' P 4L �r�� L . I ACH DA"." AND REMCVE AL� �. UJRI r Ma ERIA r RESG W 0 L� �F HE NTRa� �R T E"�T ,PAvFL_ AID �E 1 T P 7 RAC k En. UM HF A r P t l E1 4R , rJD E3L JvN � rR�;M HE SITE 'NTQ 7HF_R >I 'L; RIGHT ,F WAr ;-1.r-rE'- )R RI"ATE PEETS ,K I DS. iPI E.NA, , TAROS .)R SIDEWALKS THE CCINTRACTOR M!_:5' CLEAN UR F"CK U° r 7,. i _" TPA Tr1R ;MALL REDUf-_E -HE =a I JAiL>' IF NECESSARY �il � �! J _ _ A,RFGRNE DUST C>iJRI THE ENT,RE CCN�TRtJCTIGN Fl:%ULE WATER VA`! BE U ;FD AS HEAVY CUNSTRUCTICN AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETFPI,";RATI,GN C'F THE SHALLCiWEP (� Il_S IF ExCES �'_'RFALE vs'ATER S PRESFrJT �r� RECAJTIC>NARY rr_P MUST EF TAKEN DURING THE TIRE C')NSTRUCT'vN S,-HEDULE T' ALLIE 'AIE SUI=H r_7 j ALL CON TRU! rIGN ME H, ` ANE MATER AL ''UST NFOAM TO CURRENT TANLAREr AND cl''r IFI(;ATI!)NS F THE r I ElEPAL ETA,E ! UUNT ti k '-A. L r RE ,-IIRFMENT� W ii,_tiF' ER HAS EMG`✓AL F EXIST,Nt. A Fr-ALT P.A':EMEr NLI:'.ATED ON _ !I ! THE PLAtaS' SHALL IN I_< fE ALL AGt kE_;ATE --)ASE MATER- CARMEL DRIVE PLAN E =— jEA AREAS T,� 0 ,�IE ci) L) FALL tF >(, BP ,_LEA�j NEAT AND TRUE TO � � E `_+7 NO -:'t ? NG ��R BREAk,NG " t "?F T iE EY!ST NC; PAVEMENT „CC ''r'> REMGVE ALL N';,N- SCALE: 1 =20 KEYPLAN ��A� ;RCANIC MATERIAL ',4AT A'OULD IhT�RFERE WITH PR 1P(};QED �.� E- SCALE: PLANT MATERIAL. REFI_A,'E ALL E{ .AVATED AREAS T J FIE r � G;aNTED WITH A MlNJt JM OF 5 irJr h1E v,F APPROVED T,�P`,'�I:_ � r 1 R F-La l ( A' L AREAS WHERE THE EXIST NG P> EVENT `?R GAVE VENTS APF DAMAGED D'!R!NG CONSTRI CTIr N FR�JM EAR c'7C 1P- MEzJT, FUEL OIL, OIL �ASOL NE ET, BY THE GENE AL NTRAf;TOR, ' UBCGN,RAi T0P, �1R ,i_,PF'UEP S, SHALL BF f� �FCONSTPUCTED TQ ITS URIC, NAL R AS 1 CP LO OR CTATED BY FEDERAL _.TAT OUN'� C17 R LGCA AGENC`ES THIS RE, ,'N;TRU T.( N AND OR G?�41R HALL TAKE r LACE AT THE ND GF THE PP JECT OR DURING THE a, rtDI.1LED ?avwG W Q M REMOVAL OF THE F�;STIN, MF'ROVEMENTS ARE N JT C `j ),N THE PLANS. THE MArEk ALS REMGVED FP,:,M THE z FIRST AMERICAN BANK StTF SHALL BE DISPOSE,) QFFSITE 'N A PROPER AND LEGAL MANNER PER FEDERAL. 5'TA'- CO'�NTY :'J f AND OR LOCAL_ LAWS AND ORDINANCE, llLES �IIHERW!S-L NOTE�J U O BY THE CIT'r OF CARMEL ALL HANDICAP RAMPS T;TAT ARE rRPEND L-�P E. z Q i � aCDORvANCE WND TAP ADA "'EA JIPFKAE HAItFBF cJ URE ��HAI-L NOT Ex FrU A SLOPE% , r 1 vPj PROPOSED 48` 1/'2 ROW _ I FLAN tOR i_r�C.AT l", IF F=AMPS �+`JD S!!.;PJS AND TD �. r i McDONALD'S �-c.L.L a- {77 DETAILS FOR SPF_r - FOU STORY , aEM(, AL _iF THE E�I TING MF�� ME" TS �F K ��E . ..... PROPOSED ROW C.LL PROPOSED 48 1/2 ROW T c �-- -� -s! �"'� � � 1 ✓�" TE THE EN _RAL CO iTRAF-T� R OFFIC BUILDING ff THE LA JS A LS ',,,HALL .sE Kr�+ - r-- a i LJ > i' 4 I lk t LL 4 -� _ 14) :7; DEMOUTK�! KEY NOTES � ) i (� ( 4 I �1 (�') 4 ) y --.t a3 s--v C.LL t4 ` t .� CARMEL b -- ! _ _-- -_ —_— -- __-- ►____-- _ _____ - - - — - - -- - -- --- - - -- --- --- _� _ - - - - - - - - - - - - - Lli _ --- - - - �;: { (14) ' (4 ) �) �) ( 4 CARMEL DR Li �P 1 4 ) (2 5 (� C.L.L. PROPOSED 48' 1/2 ROW 4} (1 2) I I l (22� II 4 (24) II _ _ --1i , �) PROPOSED 48' 1/2 ROW �I _ ti t 11 ��4 - C.LL PROPOSED 48' /2 ROW ,�— — �} I i PIER 1 IMPORTS Cerhfled By a C.LL -C.LL I , Q STEAK w EINSTEIN HOT SHOTS 'z BROS. 'N' ° BAGELS SHAKE 'DON'T DIG BLIND" 'IT'S THE LAW' Certified By Sheet No C.104 5 uA 37 Sheets Tw F3e No. fix CARMEL DRVE PLAN SCALE: 1 "=20' KEYPLM 9764.2= SCALE:1 000' i I C30Architects � � w PARCEL .� Engineers&Interiors n I � r- T C �Y PAR C E L 9100 Keystone : ossing z LA�,IDw1�,F� K EVE�Of ti� c� i � � �� P�� LANDMARK DEVELOPMENT COMPANY 200 ,� ��, ; L T �� 1PAS �� BOOS 5 , PAGE 8 B00K 245 , PAGE 243 w - Indianapolis, Ind�ono 46240 z 317 848.7800 - Z n /-1 �� -•,( l , C (� FAx 317.574 0957 Q a ! � � ' . ,r _ � HUNTER'S QUEST c - A- PIZZA HUT HUNTERS QUEST = BUSINESS CENTER Architecture BUSINESS CENTER U Engineering Landscape l Architecture Historic Architecture ALTERNATE I ~ Q Interior Design "{..L.L. � space Planning BID #2 0 C.L.L. A TERNATE (16 ALTERNATE 4 1 f� ; , r �;,� �� _ Scope T BID ` v - Drawings 4 10 4 � I � �� I ( 3 .' �) _\ � f ) (_11 C.LL (FACE OF C} �� _ 1 BID �) (F NEW CURB) L (FACE CURB) 1 - NEW _ — — — C.L.L. L_ -I C iR— -_-_ -_ — — — B 1 —- — — — —T Revisions - - -- - 62�10 - - -- - - _ . . - -- - - - - - - -- - -- - C.LL (FACE CURB) C.LL (FACE de - (2, 1 I {� O BACK EX"TG CURB) t 1 11 { 2 Q N n O,T p / 5 - o EAST CARMEL D b - CARMEL �6 ALTE ATE : ; � - +, _ _ _ _ _ - --- - - - - - - - �he�k 7 50Y 7 7' i --+ — — - — — Date Drawn By ed BY 6/30/00 KM BO TA 9+,8.51 .,, -.0 - - (�_�} � �' ��ii7 -. _ - --- . . _ - i 1� �� t 0 1 .� ) �� 100 ? a, .,,. =/ t4 111) i i L C.L.L (FACE CURB) - 1 _ a - t�,) - --- — -- --- -- t- 1 — -- -- T- 1 — — — ---------- - — 7 2 7 21' C.LL (FACE CURB) ,/i -- 2' 1 , 4 C.LL (BACK CURB) � — `i C L � ( - - - (1 � J �) -' ALTERNATE A L T S F� N AT E C.LL (EDGE r'�ArmNC) w TIP ALTERNATE # �: �� f� `. /� BID #4 BID BI #4 ALTERNATE J Q T, BID #2 ;Tq g+tg 3) � J7 ERI w i PONDEROSA FIFTH THIRD BANK m � � < I__/ dD �v1HR �� DEvEL�� i ME A _ Q DRIVE PLAN `A* LAN CARMEL S -_ 0000 A - - SCALE: 1 "=20' LAYOUT KEY NOTE 0 4" CONIC, SIDEWALK. SEE DETAILS O 1/C 117 & 02/C 117. 2 TRANSITION FROM EXISTING CURB TO NEW CURB AS DIRECTED I PzjP ��{�� 30 6" CONC. DRIVEWAY. SEE DETAIL 3/C117. I STRAIGHT CURB. SEE DETAIL 9/C1 17. -) O CURB & GUTTER. SEE DETAIL 8/C 117_ Lj-j { 1� '� /� ', , _ �� , �� ,- J , © BRICK PAVER DRIVEWAY, SEE DETAIL 25/C117, J BRICK HC. S �� RAMP DETAIL 28/C1 17 BANK I� 5 SEE r > r\ T ONE TER �� (D8 ASPHALT PAVEMENT W//IN R.O.W. SEE DETAIL 17/C 1 17. 0� �/ 90 CONTROL JOINT TYPICAL. SEE DETAIL O1/C 117 TOO�E'S 10 EXPANSION JOINT. SEE DETAIL 4/C117. �-,� r; �'--- — - _K 1 O � CREATIVE CONCRETE PAVING. SEE DETAIL 24/C 117. c� - 12 COLD MILL I" ASPHALT AND REPLACE WITH I- MIN. ASPHALT 7V - C'LCU BACK 5 `° i + SURFACE COURSE, WEDGE AS REQUIRED TO SLOPE Tn naglN �J OF �B) 13 NEW CURB TO MATCH ADJACENT EXISTING CURB. 14 MINIMUM 1" ASPHALT SURFACE COURSE. WEDGE WITH ASPHALT y r BINDER COURSE OR COURSES AS REQUIRED TO PROVIDE ' ELEVATIONS INDICATED ON GRADING AND DRAINAGE PLANS J 15 ASPHALT UTILITY CUT REPAIR, SEE DETAIL 17/C 117, FOR M1 t 6 REPLACE EXISTING CURB & PAVEMENT AS REQ'D FO Ti;`R STRUCTURE & PIPE INSTALLATION. � •LL CK 8�. t 7 ASPHALT PAVEMENT OUTSIDE R.O.W. SEE DETAIL 16/C 117 2 C � 51 i pF L- BACK ; C. OF CUB) 1" _ �� t8 WEDGE EXISTING ASPHALT AS REQUIRED TO PROVIDE -_ CUFF ) LL CK __ _ ---•-- OF � � -* ) 11-P \ g5' LONGITUDINAL SLOPE ALONG CURB - _ CUFB� �4.. 19 CURB/PAVEMENT REPLACEMENT SEE DETAIL 07/C117. CREATIVE CONCRETE PAVING AT I ')6/(- 17. NTERSECTION. SEE DETAIL STATIONS ARE TO THE CENTER OF THE R - CURB AND ADDRESS MONUMENT, MONUMENT. CENTER MONUMENT BETWEEN BACK OF i FRONT EDGE OF SIDE WALK. SEE DETAIL 08/Ct25. 2 CONCRETE BANDING AND PAVER ROAD SURFACE. SEE DETAIL 24/C117 -a -- � °o — -___ -- -- 5 CONCRETE CURB 3c GUTTER. SEE DETAIL 1 / 117. `EJ 2 � ) - N 24 MEDIAN. SEE DET C t 17. �o _ 3 _ AIL / � �. � �� CONCRETE t � 1" HEIGHT CO _ ,� �) ( 5 ) `,�' o _�----- � � CENTER CURB END TAPER_ SEE DETAIL 14/C 1 17. 1 -� `� _ � --- © MEDIAN STRIPING, SEE TRAFFIC AND SIGNAGE PLANS. - _ \/ ryp � � ) 27 CONCRETE PAVERS AT STREET CROSSING SEE DETAIL 2E/(� 7 ' P J ) (10 CROSSWALK STRIPING, SEE TRAFFIC AND SIC PLANS NEW FENCE, SEE ELEVATION 7/C125. -- F NEW FENCE, SEE DETAIL 6/C 125. L.L _ F K f >t t -- CUB J j — - -- �� ) I T U EASEMENT OR NEW ROW 1 rY r -- __- _ _—_ Q CREATIVE PAVING l - 1 i / Certified By C L L (�K CURB ,' _-- — COOTS - -. ` _ L — — _ CONCRETE PAVERS � r T HENKE C.LL J WHEELER ASPHALT PAVEMENT C.L L. (BACK )F URB) � - �� OF CURB) ��R�� CONCRETE WALK ERA p/q N MORTGAGE ._ __ COOTS, � � 8 �/ � -aR�-, � _ GROUP R LA' `DM 7 H�I� A HALT SURFACE OUP RIC ARK �'A��`�� 9�� KE � Ini� 1 COLD MILL do SP vV KAISER , HARPS L O��GU __ �, PAG EELER - � BUILDINL98 INC E 495 f i^ '� n n\� CLL --' EASEMENT LIMIT LINE/TEMPORARY Certified By D � �( � Q � P '� �� ——— — EXISTING RIGHT OF WAY � E �� — -- — PROPOSED RIGHT OF WAY Sheet No. - - — PROPERTY LINE C105 6 of 38 �5t,eeFa ,. , I Fie No "'DON'T DIG BLIND „ 'IT'S T11E LAW' 97642 CARMEL DRIVE PLAN Ty 000 SCALE: 1 "=20' pR OF'ESSj id BUSINESS OVAL CEN TER LAYOUT 00931A. NarM App. 60, `x,S7 NG R/w A IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY �� OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED- THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FCR ALL REQUIRED OF C-LL (BACK 1 HUN TEF� PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- CURB) f'�� V LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIF!- - E� r EN CONDO � CATIONS. CONDOMINIUMS B. THE UTILITIES INDICATED ON THESE PLANS AND ON THE PROPpgEp Rpw qpp 40, Ekl �- v_ SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND .AROUND THIS SITE. SANG RiW �� STR C(�MMO N THE LOCATION AND SIZE OF THESE UTILITIES MAY BE �� C•LL— 1.0) � � � � � APPROXIMATE. THIS INFORMATION WAS GATHERED OR _ — _ _ -_- 1 5 � 5 SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY — / NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE - - F 5• " FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION CSOArchitects / INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. `�rrP-- � C. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL Engineers&Interiors ( g------- -- _� P (:1- ------_ El THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS _ -- _ _ ----- —-- - — - n e C s CONSTRUCTION I N IS 0 START TO VERIFY ANY AP_` UTILITIES THAT MAY BE PRESENT ON SITE ALL VERIFI 9�00 key�'� . r� ��n - j O 40 `X1$ CATIONS. LOCATIONS, SIZE AND DEPTHS SHALL BE MADE Su'.e 200 BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. n l:anJpnlis. Ind ono 4h>40 �� j '-� E CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO LAx 11 tip �8C0 0; ) -� ~_ �.L AHREPRESENTATNE OF THE ORL TYECANXIBEINPRESENITIES, 317 u 7 574 095 o Ofi p -�_ DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE _ -- ------- - -_- It C"I EXCAVATION, Architecture N °_- - Engineering p D ALL CONSTRUCTION METHODS AND MATERIALS MUST + (5 ) Land Planning RENT ST AN D RDS AN D SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL Historic Arc ecture _ UNE •C. i N (� R EQUIREMENTS WH I CHEVER HAS JU RI SDIC TI ON Landscape Architecture _ Interior Design - E- THE CONTRACTOR SHALL VERIFY A LL DIMENSIONS AND Space Planning - gig ) - a ELEVATIONS IN THE FIELD PRIOR TO THE START OF C E N- �,_ ^ --- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE __ (2 1) �'=- w FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE y - i - _ r--- ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES O j 4 ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE _, 11 N 1 1 - _ --- _ ) _, \\ '-` TAP i----.DUNE ' N _.. -_- PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR j H 1 1 �� SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- _ (1(� U S . Scope - $�'�1 ANGLES ARE FOUND ON THE SURVEY PLAN OR ACTUAL FIELD © E CONDITIONS TH CONTRA TOR ALL CONTACT THE E Drawings / - _ E C SHALL H A IMMEDIATELY FOR INSTRUCTIONS, F. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS (� ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL ' \ - CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE C.LL , RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REO'D Revisions 1 I J _ t` -�" f APP 4 L f LL OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL ,t _i4 3 A N I THI R ..� 7 _� 0 ExI ST1NC R! GE C ES. S ECONSTRUCT ON AND OR REPAIR SHALL OR URING THE SC EDULED PAVING.PROJECT CONSTRUCTION TAKE PLACE AT THE END OF THE PRO 8.63' -` - G ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO O �.) EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON / X1S71NG C.LL, 1 ' - APP. 40- E PLANS r ) R _ C•LL, '_. H. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL (:D -� JOINTS AND NOT TO EXCEED 10*-0" MAXIMUM EXPAN- SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM CON- �\ TY'P TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER Date Drawn By Checked By 1 J THE CURBS ARE PLACED. LIJ _2 z (13 6/30/00 KM m J 9 TYP, I, ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED z CARMEL FOOT ��; 3 ANKLj� �Q/� "` J. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO E CENTER CARMEL �-� THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES , l� UNLESS OTHERWISE NOTED v ER OFF-ICE CO 8 6 LTLU "' "`�- -__I � K. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. ' } L. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS ( � CJj F_�-(lam (j 31 r TO EXISTING AREAS AS NECESSARY. EL M ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT ( �'r ) : 1r j 7) �� MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT �� /_� � E T EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH S n, (� R`/ A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS ' TER p � E' v T��) NSTALLED C•LL INS R� ES, -tNC N PA N A R. # 9 7 R C E ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE 3 CURB SHALL NOT EXCEED A 2 . 09 S S E T TUDIN LLY. HANDICAP RAMPS SLOPE ESIOGNSI SHALL 2BELONG- W O C,LL / ACCORDANCE E DA REQUIREMENTS SEE SITE r\ ER r PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE �--i _ r DETAILS FOR SPECIFICATIONS. �Y CARMEL DR,wVE PLAN C ) - _ J TR 0 SEE DWG FOR SCHEDULE OF NEW LIGHT POLES, FIXTURES, Q 'Ya r,P POLE BASES S AND NOTES. C, r SCALE: 1 ~=2O' P. LIGHT POLES (SHOWN AS 'A', 'B', OR 'C') ARE TO BE LOCATED �--� 2'-1 ROM FACE OF CURB TO CENTER OF POLE UNLESS !.il OTHERWISE DIMENSIONED. :I l O' Q SEE PLANTING PLANS FOR LOCATION OF SEEDED LAWN AREAS Q R. SEE TRAFFIC & SIGNAGE PLANS FOR PAVEMENT MARKING DIMENSIONS w S. ALL CURB CUTS SHALL HAVE A 15' RADIUS TO FACE OF CURB, �1 - _ �' UNLESS OTHERWISE NOTED ON THE LAYOUT PLANS, r ; N 14 1, j N (� _ I r �< FE T. SEE SHEET C 1 17 FOR CARMEL DRIVE STREET SECTIONS w U ALL NEW WALK INDICATED BY NOTE #1 SHALL HAVE AN ALTERNATE I _ C.LL BID FOR PAVER WALK PER DETAIL 29/C 1 17. _ .__ - APP. 40' EXIST'NG R/W `.� , - IUNTER'S GLEN CONDOMI Sf;� !,P APP. 40' EXISTING R/W C.LL . C.LL LAYOUT KEY NOTES , i r _ — (10 TYP 1 1} am W_ 00 m+ + 4) _ ---- - NE 'C' $ + CN `h� LINE 'C' S 89131"19* E - ,- - - - - - ----- - - - - - r� - - iY 3 � rrP ,Ir,a /mac - -- - 7b – 1 ' 1 1 ti 9 TYP (10 (10 �= D J n t - - - C.LL W -C.L.L. - — — f - - — - — — — — — — APP. 40' EXISTING R W - r,c PROPOSED 48 1/2 ROW 1 Ji �� -- —Z 892' Z J — — — _ -- L � —� C.LL — �)rYP (1 0 TyP 0 C.LL KAHNS { 5 j APP. 40' EXISTING R/W I C 3\ PROPOSED 48' 1/2 ROW W f FLANNER & BUCHANAN I-- I1 MORTUARY _ _ _ I ULTIMATE µ �- - I FAZOLIS EASEMENT OR NEW ROW APP. 50' E STING R/W CAR WASH _ �E�0 Cl ` 3 `- PARCEL 24 CREATIVE PAVING C.L.L. PARCEL_ -13 _ , certified By _ _ U . S . RESTAURANT PROPERTIES CONCRETE PAVERS I t j — THOMAS L. DUKE NROPOSED 32' ,/2 ROW Q n n I N S T R . # 9709712126 __..._ ..__ INSTR . # 5 7 0 0 0 9 0 ASPHALT PAVEMENT C .---- - --- CONCRETE WALK ' 1* COLD MILL & ASPHALT SURFACE CLL _ ( I� CONSTRNTTION LIMIT LINE/TEMPORARY EASE T -- - - — EXISTING RIGHT OF WAY Certified By i — — — PROPOSED RIGHT OF WAY PROPERTY LINE Sheet No, I C.LL _'`. C106 7 of 38 S)eeta ° �. CARMEL DR.R./E.— - ' � No.Mn' -� !�E,� w�,K �I^,+ Exl �v�; waLK PLAN DON'T DIG BLIND' ;� 000' 'IT'5 T h E LAW' 97642 SCALE: 1 "=20' I k ?h M , a t _ f f f f y..yy 3 y 1 4 } { , { r t � f i s v - y , k 4 } , S s t s s f i : 4 f 1 f } t y xr° a �E��._. �� a "�.�.�Svc .,;yurm'.,' - ..3. —� ._ .: .a; ^,,. .. ,_. s „. •- _,x x. ,.' ,Lwx4.as*�. ,?'~i;�.�:�s`:.1.,?�..* °.,,, �u"9k�4.. :v "u:•�'"S'r..."'�"a„ ^.+i;.'�"' s.' � �;F.as-^. ...:,..,.,. ., _ . ... e.. �. .. ,.� - „-,x A x• it TOW i\J �46 . _ . F X27 28 293 _ g, � r , s , H N Z CV m�< r m m X o YE 4 - ye �� !•- �r�e .�A�:rSr ,x .R t�r�¢�R°.m�•'�`,.w,:, ' ..x,�.pia.::',.� •,;' �. 3«:k>; a�„ .. .. .. ,,. -,:, ,.. , _.- ;� ,; x 's <'`s R. �.. -�"p'w s. .a:.. .:..4,.,.w:.a'i`.{'�' k..,,r,t u'a-°.PS OAK:.,:w «�to-.. ”.�t......,.,}'.i`,ea .,a :::;.t+,�e..�.`�'"#aY''«'. .�:.:: ',*,.a?eY.�4:�: -.:.-...-',:'.+>y'�°..- �h k.. ,' .- ,�. �� la.. y±l x!'34:.... ,.•u......a.. «, .� a " _ I L.LOUT .. _Ai- NOTES: Tr E 1tJ'� aN'') '.N THE vE MA, rJ(jT EF C)Mr ,E'E r •�NT Rv FIRST AMERICAN BANK --- F T TIES E •ErJ r� ArJf A vuNU T},I `TE �, L�� N A' ) E :F +EEE " ITIF MAv PE_ k, .IMATF i_ i,cr ,MA'N AA CA F' RLii I-;.: MARSH MARSH FIF A E A-" D r f ' A L " " A Na�L N FsE rl_G +F i_r SHOPPING CENTER SHOPPING CENTER RGE:T M rJ.+:RM, ' �- _. Mr I F� NHL_>E F Ujwkchitects r , 4 ' Q N A- =r �� r ' F Engineers&interiors rPAr- M r� .,, , — ---- ---- — — - --- ,. PROPOSED 48 1/2 ROW N F f EP ( 8 ) PROPOSED 48' 1/2 Row / f ',c _ A ,n rJ_ r- A DF - EE �f�r,E 3lilte �f��tor',e ��smg ' _ i _; 7 4 _ E �r A r ; C.LL", _ I - � .;TAT.' z Pt- FAX �+ r�` II c ; I )TYP �- '-- -- — — PROPOSE 1/2 _ —_------ r � -IP C.LL t 11 l U � -C.L.I. � rl�r� D 48' ROW LL 4 . , L_ _ — — L- -� — - _ - -- z. Na r,� M , ; M. Architecture r-_ -- -- -- -- �T .1f t39 - --- - - -- — -- � [ � - r. ` r C I, Engineering --- —� 25' MAST ARM T - F S`^TF c ,+ '�r, r ,�R ,•� ;, Viand Planning -' - - - - - -__._ _.__ ._-•___ __ _ ___ .______ MFNTCA wr{k r+EvER _ F -D" IC;r Historic Architecture i F,+ Landscape Architecture _ _ _ --- ._ -- -- - -------------- - -- - - -- - -- - - I U 1 , 1 / - - E rr , ~M ' Int erior De Design A: R 'HALL F' C 4 R Space Planning T1 N ___ ___ -------- " E NTR A; R R �lNS � EI _TI c Iv 28 A � _-_ - AL;_ � r NSI AND ,_ DU 'rJl THE 7 _�- ) r \ 1 c, ^1) :7► D G E N [FAI v�l :RE E. ` M J 7 ( 5 P. , - :..- o. 8 - (1 0 (1 n) (1 0) 'P ` �) ` 1 c� `, r, ) TA 3g�4r :rJ e N; ni,,N CHtL LE Arrr .I AL _. , - _ - AI F F r T _ AF an P 8 _ - - _. - _r_ --- -- - ^` ( �� AN FR!�M A_ 'vAL FIELD C•_+NDiPCN'�, THFR ��''NTRAI TUR - > �`� %NTAC rl THE AJFTHE L,IATELY IF ANY D ,I:R._F'- n N iS ARE AND RVE� PLAN SCR ACTUAL FIELD 35' MAST ARM t C,� R ` Drawings - 1 NGI7IJNS THE A;�,T( R SHALL t..ONTA�_T THE A/F Scope _ - - O O _. ��aE�r F�1R 1^,; I_ii�T ,NS .MME Q g (1 4) (�� 0 �+ + U+ + O + ��) CARMEL DR. F ELI__ _ WHERE THE EX I,T�Ni F��E:MEN �R F A EMENTS O ?- AMA R, �N�TR'JCTi(•N FROM HEA4Y ` CARMEL DR. _ -- - _- --_-- - -__-- - - — - - - - — -_—� - - - -� k� NTRAI TE PC��i1LUD KILN GASOLINE T�� BY IEP ,'.EVER L IN ( T E CNT . ^, 1R, OR LPPL F ? SHALL BE -- 114 R DICTA E BY FEDERAL, S'A'E N TICNcOR AS RE.- C Revisions r-- a kE P Ar E THIS AT REDEONDTGF "THEJ FRwErR -0)N5 R S AL 1 10/31/00 HALL C ° ` LL T OR DURINt, THE S( HEC`ULEG FA`✓ING - - 45 ST ARM { ALL �A� MAXIMUM i F ' .,PE PER ri OT :NTRi>L 1 1) ( LL 4 ETE PAVEMENTS uR SIDEWA r.S ARE N_�l T (�8) „ .� 2 6) �_� �EED � pia �-L(, PE - • - - - x Kati ',-HALL NOT EXCEED 10 _ - � ��_rE�x:4M�MF::'.r.MAxIMI_;M, __ �-, -- ,_ _...-TYP "—V i—. _ - T - TYP TvP �j _ rYP rrP „ rYP �. rvP T ° rYP ,1 1 rYP { ;rJ CENTt wN ESS,HAHERW�IELNOTED (JP INDI',_A,E 0'J (1 0 ( 9 TYP (10 TYP 1 (1 0) �� (1 1j) 9 1TrP { 0)rYa (1 U) (� { 3 1 �0) ( 9 ) � t�';� rYP 5) 1 0 ��'� 0 ( ) \ (� � � 9 } - F'LarJ� J 8 N r t 1 YP 1 I. 11 9 -- r- --' ------ TrP { \- { ..........: .... . ... ._ H A ;.��a(N�iNi�T:','R ;S ,NALi. BE T ?LED r ,R � .,NTRi)L. 28 . ... n _ _........a_..._._... ...._.z... .......... . T;� ExC 0 -1) MAX.M.JM. EXPAN �, `: _ _- _ { z - .-___ _.__-- -- -_ --- -_ --- _._ _.__ _ _ �,rJ .'OrtJTS �HAZI_ PJi�T Ex+_i=F_� -10'-O" •b4,.xIMZM. `'UN-- �, f, $ ° - - - -- - _...------ - - --- -- -- - - -- ---'----- - - - - - _ _ _ - ._ -4_ - » - _� � I T WITHIN 4 HOURS AFTER ' ---- - -- -- $ - - --- -- ----- --- - - - - =�__-_._ ----_ -- - - - -- ----- - -- - - TR l_ I_,INTS MAi r E SAN -J - -O S Date Drawn Checked B -- ---- ------11, .. - - _. - B APE PLACED BY Y , X00 y�� BD �� I .i ; ISM CO- _ AL D'MENSILPiS PA`JE1.',Fr TS ARE TQ SHE EDGE OF - - -- T 8 9' � � 8 1 � JF r3 UNLESS OTHERWISE NOTED PROPOSED 48' 1/2 ROW - d 9' 8 9' PAVEMENT :�;R FA,.E x C.LL- 06 30 � 10.8' s• Z5 MAST - - 1 TYP I ! ALL D19ENSIi rJS ARE PARALLEL AND PERPENDICULAR 7 0 -�- ( �' 1 E BASE L''r'CS, FR',PERTI' NES AND 0 Bl'iLD'.NG LINES C.LL - - _ J -C.LL 7� �- �- �6 ) ` �1 � T P , J_ES oTHERwi';E N_TED , ) _ (� l' — i 4� 1 _ 1 ) �� —� — -C.LL ) 4 7 �. �) 1 1) _ ALL RADII INDICATED SHALL BE FORMED AS (.IRCULAR APC;107 1 3 1 3 7) I •' PROPOSED 48' 1/2 ROW Ey'STING AREAS AS rJE' _`GARY L_ PROV DF A aMOOTH -,ANSITION FPI-M NEWLY PAVED AREA; W C.LL � � C.LL- I Z � M ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE E',(ISTING PAVEMENT THE EXISTING PAVEMENT �- EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACk COAT MATERIAL BEFORE THE NEW ASPHALT iS i•-.� (1 3) I INSTALLED. �-� U Q BOSTON MARKET Q N ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONG- > BURGER KING IT!-IDINALL•Y HANDICAP RAMPS AND SIGNS SHALL BE IN W KEY BANK Ai-COPDANCE WITH THE ADA REOUIREMENTS SEE SITE 0 (� V PLAN FOR LOCATi,N OF RAMPS AND S'GNS AND THE f- DETAILS FOR SPECIFICATIONS. f 0 SEE DWG E104 FOR SCHEDULE OF NEW LIGHT POLES, FIXTrRES, W P,)LE BASES AND r�OTES P IG'HT POLES (SHOWN AS A 'B'. OR C'% ARE C, BE ��ATED -6 t ROM FACE OF CURB TO CENTER OF POLE UNLESS r'► � I-_1 k --AERVEE SEE PLANTIP G PLANS F'CR LO(_ATI+DN OF SEEDED LAWN Akre,- w U CARMEL DRVE PLAN E R EE TRAFFIC & SIGNAI,E PLANS FCR PA`,EMENT VARkIN+= DIME-NSI, r1� s nIE:i-= 000' F..LI moommommm� 31 SCALE: 1 =20 S ALL CURB CUTS SHALL HAVE A 15' RADIUS TO FACE OF CURB, r-JLESS OTHER'&H N�J_ITED ON THE 1-AY( PLANS EE `:,HEFT + 1 1" FOR ;ARVE!_ DRIVE BEET SECT IONS 11L] AIL NEW WA 'iL+CA ED Po NO1-E #1 SHALL HA'✓E AN A'LTERriATE RIP FC•P PA,'F'- WAi.F PEP DE-AIL 2910 1 17 LAYOUT KEY NOTES a) Z Q LL] < J FIRST AMERICAN BANK z o <t r f� PROPOSED 4a' 1/2 ROW I w O / Y McDONALD S C L ( 4 ) — -- — -- -- F 0 U STORY PROPOSED ROW , 1 C.LL i 1 2) ( 7 } PROPOSED 48' 1/2 ROW 7 OFFI E BUILDING i �, -rt ' ?,r — (,1 ° r , ,,1 1� \ 1 ' `. 7 y { ---- ----- ---- 11 7 -C.LL _ -C.LL ---- ----- - '� -- --- _ — --- — -- — -- — — — �- — — — — C.LL -• 1 1 �( .•"'•."'.•awn l r. _....... ___•._... .....«.-. .......... .......... ...._.. ....,.... _ _ _�:'.,. r _ _ ^ ter;• � �� :,J - 1 -W �r ` ..` - -72 13, --- -``3 , 5 ' ST 4�+9 � � 5 5 � l ? r rt►- 0 �.) t 8 _ T. - - --- - - _ � sa o7' (10 1 1 �,G - - _ -- ---- - - C.LL J -- -_ - - �'Y °o 2 3 0 2 3 O' 37 56' $ 12' 6' 19 9' 20 4' 6' 3 8''. 28.00' + 20 24'- 4 27.- 1`3 91� _ 3 75' � 27 � - ��_- d 4�5.( C 1� g x ,. 20 U CARMEL DR _ _ -- r _ y =9, - - v 3 75 - -�r �-�---� --- -^-- - - e A�j :- �� _:,. - (2 5) �2 (2 5l �:r (._S) - _ STA. 4s+30.75 2 0 54 29 _ 40.0 _- '. �) �' rt 1 _.. .__ r ---- ---- V... ,; a. c-s .a .L.:�..- k r- 3 "` 1 co Y 30 v - - _ Ld --.. ___. -- _. / 3 t11 (3 �' : Ty 10 0 10 0 11 J -~ 25 CARMEL DR. 3 (2 3) 3 T 25 ( 8 , . . , . 8 U STk 44+W f- Li ,� - - -hisns..r:auzasuu rassrzrzrscr s r-rFxrrszszsnarsrrrz. .. F- _ — 5' 17 6' / 17.6' 7 R NEW ROW �s — -- — --- - �— ,.x 1 -C.LL EASEMENT 0 l 12.3 I t s .L - " - (1 1 ( rrP 1 1 ) �J 10212a" _ - -� 5 ;1 �- 101 ( 1 _ ,J �1 0 + --.. E Q / P C PROPOSED 48 1/2 ROWc- 0 �) O / 07 i 9 10) �' 9 — ,- 01 T',F, TYP. '`t-- `�J �rrP � � CREATIVE PAVING �J 1 7 / °6 T� PROPOSED 48' 1/2 ROW certified By PROPOSED 48 1/2 ROWS — — PIER 1 IMPORTS R TS ,- � � �.,� ; � \I �`,.� �� CONCRETE PAVERS -C.LL C.LL- -C.LL r\ Q ASPHALT PAVEMENT ( 2 , a STEAK W CONCRETE WALK EINSTEIN OT SHOTS i z BROS. O N' 0 i 1" COLD MILL & ASPHALT SURFACE BAGELS SHAKE A — • 1 CLL CONSTRUCTION LIMIT LINE/TEMPORARY 64 74' _ __- _ _ � � EASEMENT certified By EXISTING RIGHT OF 'NAY PROPOSED RIGHT Cl- WAY — --- -- PROPERTY LINE Sheet No. C107 1 - 8 of 37 sheets CARMEL DRIVE PLAN T" 1 SCALE: 1 "=20' �-- s .1 ' 000' 'DON"T DIG BLIND" F No' 'IT'S TtIE LAW' 0,7642 Lj Z V) Wk P A�R G 1 II W - - r J LA1\JDMAFK DEVEL ) PMEr� T C � MPAI\]Y 7 Q GRADM AND DFLAAAGE GENEFW- NOTED 5< 4 LP Lj Lo 13 0 0 K 145 , PAIiJ E A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED ry HUNTER'S QUEST UNLESS OTHERWISE NOTED, THE CONTRACTOR OR CON- PIZZA HUT __j TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- BUSINESS CENTER HUNTER'S QUEST 7-- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- L CATIO BUSINESS CENTER NS ATERNATE _,TR #2 B. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, C**Architects E31 D # 2 0 -C.L.L. 0,RB INLE' I iPE 1 < ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE Engineers&lnteriors T? #1 RIM ELEV 1847 00 PIPES, AND STRUCTURES, FENCES. LAWNS, TREES, BUSHES, C.L.L. TEF, !INV. S 844 50 :2 MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND F 1 MP L �T Lj -1 BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY 9100 Kevst,Dne Cr,DSS1rq ALTERNATE 4 1 S L P E 18 LF 12" RCP DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, Suite 200 CmP MEND RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT Indioncipolis, 1rjicn,D 46240 / (4 - HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR 317 843 730 BID # 4 ALTERNATL_ MID 6h7' S[Cj7IF CONDITION OR AS 0 -57 f STR #12 REPLACED TO AT LEAST THEIR ORIGINAL FAX 31757409 STA. STATE, COUNTY, CITY CURB INLET TYPE I REQUIRED OR DICTATED BY FEDERAL, STA 31 D 4, 4 RIM ELEV 845A7 44,1 OR LOCAL AGENCIES. C.LL (FACE CURB) '1 4` O�/' -A C.LL (FACE OF C.LL (FACE OF INV. S. 842.80 Architecture N 12+84 83 ',b/ ' - 4, t a- '411 41 451T LINE"C" Ni5i CURB) NEW CURB) Engineering 7 APP. 40' EXISTING C THE UTILITIES INDICATED ON THESE PLANS AND ON THE Land Planning APP. 40' EXISPING R/W C.L.L. - - - - - - - _�Lj FF-4- -- - - - - - - - - - - -- - SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE Historic Architecture EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. z Landscape Architecture 68 ETA, 12+88.1510 THE LOCATION AND SIZE OF THESE UTILITIES MAYBE Interior Design =4, 24,20 LT LINE"C" APPROXIMATE. THIS INFORMATION WAS GATHERED OR Space Planning - SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY 44.10 NOT BE ACTUAL. THE A/MISLEAD E SHALL NOT BE HELD LIABLE - 1- - - - - - - FOR ANY INCORRECT OR ING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. - - - - - - - - - - -- 'V C.LL (FACE CURB) C'�LL kE STR #3 845 1 Scope STR.#13 D. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL C.L.L. BACK 0-rG CURB) 4// CURB INLET TYPE 2 MANHOLE THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS PIM ELEV 845 50 RIM ELEV. 844 00 BEFORE CONSTRUCTION IS TO START TO VERIFY ANY DrawTVs UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- C)U RCP 1 4" '_COPE CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE 0 EASt CAI DR. 4�9 1,� BDR. 843 20 INV. N. 841.40 A LT E'- ATE + + I W 84�, 30 INV. 841 15 BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. I W 843 30 CAR DR. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, 3 THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE Revisions: A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING STR #6 '-JL� #5 EXCAVATION. CURB INLET TYPE 1 MANHOLE 4) RIM ELEV. 84 3.40 7 < ��!M ELEV 845.90 Nv E. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING _�I_BDR 841 06, _P 0 0 _b)PE C4 IF5 LF 1�" 0% '-) I I I V'j %V N 541 1110 !NV S 84090 CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR NV E 841 70 CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - T THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS CA-L (FACE CURB) 8 LF 12" RCP 0 0 6% SLOPE + 8 IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE 8 LF 1 RCP �4 1 "jt)PE 152 LF 18" RCP 0' 8% SLOPE 84 1 OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF A. 12+38.tO % EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS C.LL (FACE CURB) 25 9'RT LINE"(-" BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 846__ 0_5 4�4 ' AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT• APP, 40' EXISTING R/W t 7 44 APP. 4C EIS NG HAS JURISDICTION SO NOT TO CAUSE DAMAGE Date Drawn By Checked By C.LL (BACK CURB) T R y4 - - - - - - F THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 6/30/00 KM BD 7 - - - - - - - C.L.L. RIM ELEV 845 _'0 [8:4=3 6=5 AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN STATE. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, 7- INV. ')UBDR 842 20 COUNTY, CITY OR LOCAL AGENCIES. _TR #7 L INV. N. 842 00 C.LL (EDGE PLAN-nNG) S - - - - - - -ERNATE MANHOLE G IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT i3 D # 4 INV S 841 '�2 RIM ELEV. 344 30 EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE 3 # 4 -7 r__ N A 7 F �NV N 840,85 MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC INV W, 858.70 OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR INV E 838 60 SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP 31 "D SARY, THE CONTRACTOR SHALL REDUCE THE DAILY IF NIECES AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION E SCHEDULE. WATER MAY BE USED AS A REDUCER. H. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER PONDEROSA FIFTH THIRD BANK SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 3 I I 1 I, ALL CONSTRUCTION METHODS AND MATERIALS MUST > CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS Cr 7� OF THE FEDERAL. STATE, COUNTY, CITY OR LOCAL _7 -' E L 4 + 12', F I J. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND � IAJE L. P . P REQUIREMENTS, WHICHEVER HAS JURISDICTION, I �n_ -1 E L N �� (a" x Cr ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- Lj CARMEL DRIVE PLAN "A" STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE wo, ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES SCALE: 1 =20 ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. K. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND � i1 g1 MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE E-1 P IF NECESSARY. TR # 28 NEW - L ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF C) L URB INSET PE PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 840,90 r S. M, TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW J A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. �Sc I- T 84104 z J BANK iNV. E 8,37 N TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- N .44 763 PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL DOOLEy ONE W 837,36 SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS O'TOOL AND SPECIFICATIONS FOR THE APPROVED MATERIALS 4< E S f r; 0 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER z FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- 7 SCAPE PLAN FOR DIRECTION AND VERIFICATION, IF R(IP LF 1- C-LL &CK RAP SLOPE - I P ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS 13 Sl,�PE OF CU ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- AF)P Nit 40' C)(IS77)iiiiG MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL , Q CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE 41 RECONSTRUCTED TO ITS ORIGINAL OR AS REQUIRED OR cl� OR LOCAL L I DICTATED BY FEDERAL, STATE. COUNTY. CITY 4002 AGENCIES, THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION # If 4 f OR DURING THE SCHEDULED PAVING L IiA4 t 21=1--k- 44 84() Q� PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS 4�' - I e,'17� V I "s- 1 4 . - TO EXISTING AREAS AS NECESSARY V L E V, & �cp wV k4 (RA 4 R. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE C-LL tL OF CU4a4 OF CU C-LL -,CK S TA J,3, 24 7� OF CU �AL2, CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONG 44 j ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN IF 71� L� 't-1 -5' LT N ----1 7 4 ; ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE t,, D 3 -11 PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE r. - 24 '0 4 0 S'A DETAILS FOR SPECIFICATIONS. X Lf�E a- 2 4 1-�Tq 1\+ + z K6 C EX Fly Q) 0 S. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN > r 9ANHOLE TC PURPOSES ONLY AND THE CONTRACTOR SHALL BE N _5l 4 TP �2 7 \ 1 t ) + RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. # __7 1 Rip ELEV PC- UP8 'N ER RIA4 EL PE vV 8 95 T SEE SHEET C118 FOR GRADING AND DRAINAGE DETAILS. /NV A�1,0 _�404 L x Q? 4 ()88 I /Nv 837 70 NV W, V, r-1 /NLE, rgPE /t 7,) , 1 6 78 V N� )0 93Fj,98 i iZ 841 V V 00 TY lt,I �4 6 78 j W 8 8�,O 7 I , ;1,�,,�-(-) Rfm at 5,39 3 A;t ,:4 i , -, �4 V 5 EL V�v, # 0 E 0 1 Re INLET KEY NOTM 10 EL + -4 C) T�PE 0 EL 0 R'm 38 NI/ V 83 NV A Sli CID AC N V 4 44 > + L 10 )VI, C-LL 4,a4CK OF C(J - - - - - - - - - - - - - - 38 4 4 t D NV IN Qjm E, 836 89 L 9 '0 < ------ 40 C LL (a4CK cuft 14 V F C,5 S '5 j :2 35 75 5 F,1!kj - COOTS EL 9,3 99 0 840 ,50 N - 9 HENKE 6 C-LL iN�, ' 6 55 765 1 vv (aACK OF CUR C-LL (aACK 0 W 8 5 3is I EROAN F CURS) �NV 'AV 8 6 40 WHEELER Certified By ELE�l 194") 0,3 PAR --, M OR TGA Wlj E ARC EL GROUp c'IA4 ELF" 34, 5 1 5 IV ,Rno !NV LANDMARK P4RCEL 77 COOTS E 8-'j 4.1 IP'A F-�) E L SO(D N[�E J ---� I t R/CHARDS CA R�4 EL _ K/4 �� 'UET 326, PAS WHEELER 4,1 A7 U GE 495 BOLDING cOOK 3 1 'C)9 7404 10 PAGE 70 7 Certified By I I 1 ( I ( I Sheet No. k C108 9 Of M Sheets CARMEL DRIVE PLAN "B" NI -_ SCALE: 1 =20 'DON'T DIG BLIND Fie No. 3 7=0 STR # �b-��0 �H ALT E ji CAR 8 S 7 Lj "IT'S THE LAW* 97642 i I B ' �, ��i�NA US/NESS L �T CEN TER t APP, 130' Ek15nNG R/W r - __ �^ A E Lli �= , - ,� � > �' OF C BACK �� S L �� JL F_ _ URB� G�EN ,M ELE11 v " r rpF I PARCEL 8 CONDOM/N/ 4Q 80 U — �(� MS PR �U ( ' I ` / STRd{� APP 4Q• `� " T V /� EXISTING R�H, E l �� f - � r, 34�'SQ�� 4� �s C.L�.— NSTR. �" MMON� , nJ �wDyy� AM DwMA �1 34Q 6p �� 4Q CO - -- -- r - j--,_ ,- :_� .� --. _- �'ti + �. - R4Q.ZO - __ A IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- (t CON- TA a� -- Arc ects aR� ,a..- r :, _ .___-- _"" __ .� �o _ �- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY o ' r \ - --"" v A, ,q+z DSO?- • t . _�� OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED En g n ee rs&I me ri o rs -_____ _� _�r---_�i` UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED X - - - - - - - _ - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 0� I I- Suite 20,c'stcne Crossing PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- 9100 Kev � � `* _ _ _ , APP 4 LESS OTHERWISE NOTED N THE CONTRACT OR SPE:�IF S i _-.- - Tr '� Tc aq- 339339 b5 -. - - _ - EXI$11NG R CATIONS. Indianapo s, Inh,cna 4640 N� z,�� ec s_ — — _ _ — _ W-__�. C.�•L— 317,848.7800 B. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, FAX 31 7 574 0957 ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE p ' - - PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, # 3? + f'TR f/ 34 _ - _ - _ - MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND SEW `n NEW BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY Architecture RR -7--- - _ - g RIM URB rNLET TYpE -, iA �6+5 t n - DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, Engineering _ ----- - tLE� 338 4� �T - - RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT Land Planning o --- 8�y h a ------ + 4' --- n9 - NV LINF - Historic Architecture BC'R _ ��'BOR C HIS EXPENSE, ALL DAMAGES SHALL BE RESTORED OR v o� `" UNE — - _ I — — ,lecture '�'V r - • • 'NV 8 R3 REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS Landscape Arch ", r-._ C EX TG - - r Interior Design z f;}5 �� - _ REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY r- RM J1R- �{ 33 J - OR LOCAL AGENCIES. Space Planning M �v 84 ,, L _ NEW ,,use , - `� N� N 1',3 �� -/- v,�� RIM ELEV NLET TYPE I — N =' / — — — — — — — — — — — — — — — — — — Q!;° INV 3 �-, N q RM C. THE UTILITIES INDICATED ON THESE PLANS AND ON THE o N 3 O I W a NV �5 80 E SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE �BOR S rt " Er'j„ OUT 1� RIVF S EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE &5 3.35 1'13 -�UIrE +`.. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE -�--� S E- _ %8 C 83 APPROXIMATE THIS INFORMATION WAS GATHERED OR Scope 'P � �, �`-�,_3S �'��+ _ SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY Drawings 'LOPE - E_ �_ N NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE - ti BC 8 3 90 INFORMATION� ANY INCORRECT OR MISLEADING 1 83 - 40 INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4 ------- V \� �8as�. D. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL 1 4 " _-, - _ I �_ • - -` THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS Revisions L 313 so - - � ;' ` „ y • ,tea J _- BEFORE CONSTRUCTION IS TO START 70 VERIFY ANY _--, • C 839 l Q !� . PP 4Q. j =I . - - UTILITIES THAT MAY BE PRESENT ON SITE. ALL vERIFI- • XIS�NG 038 50 838 60 r - - CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE R�yy UTILITY COMPANIES 0 DEPARTMENTS 'C 839 Q, � � - BY THE APPROPRIATE T R G 8313 S / - - WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, 2 a� 33'-54 I SS THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO Via. J - ( A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING y THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE U8 20 EXCAVATION. / Yv C•LL I f �� i. '¢�`"1�NG R/w -`+•L E CONTRACTOR OR CONTRACTORS OMIMUDSTTOTAKEEPARTICULARO J ` ' 35 LF I T,�. �' CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY ,F+yER h l r L _ C. LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL !0� SLOPE LL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- Date Drawn By Checked By ' IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE I OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND 6/30/00 KM BD W ra=r" 6 4 I STOP # 37 UTILITY LOCATION COMPANY PRIOR TO THE START OF N EXCAVATING, VERIFY MINIMUM COVER REQUIREMENTS CARMEL NEW (INTER INLET BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 41 �L RIM ELEV. 836 APE AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT i N FOOT K � � ��_� � � 'NV IN 83� 78 S5 U HAS JURISDICTION SO NOT TO CAUSE DAMAGE Z LE CENTER CARMEL OAF �_� �I ;rA I,w. IN , UT 83� 4 r1� 'C rR a4 g 6f F THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE U r? �;- E COQ N S 89 5 R' L- N-E - AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN I,- R PI�W T7�R LET _ '3 3�j TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, J N `� `3 55 ' �- \ A <h+� COUNTY, CITY OR LOCAL AGENCIES. Q l _ IV I l SU6DR 835 Q r E 'J j IN'% UG C R I-` � u G- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT NS ��? � t UAL I E) �9 j4 EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC C E�CV- 7 ��1� OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR Oki) �� IO I SIDEWALKS.IIF NECESSARY NTTHETOCONTR CONTRACTOR OR PICK EDUCEPTH C.L. Zqu ,• � L E • , �'�1 ,'I (1 PA AIRBORNE E.DUST DURING H USED CONSTRUCTION 1 T �,� E)- 4� -� w C.L, L H. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE L EN TI SPUMPING IF EXCESS SURFACE DETERIORATION IS PRESENT. SHALLOWER N, PRECAUTIONARY STEPS MUST BE TAKEN DURING THE - ' l CARMEL DRIVE PLAN "C" IN T ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH I-1 DAMAGE. ALL CONSTRUCTION H �MUST T SCALE: 1 "=20' :1'= OW" I CONFORM TO CURRENT TSTADNDARDS ANDRSPECIFICATIONS �; w OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. J. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND U HE ELEVATIONS IN THE FIELD PRIOR TO THE START OF CO I C ! FOR ALL FIELDHDIMEONSIO DIMENSIONS ELEVATIONS DURING RESPONSIBLE Z _ V v _ ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES -, ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE W r `� PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR i-+--i C.LG- I-+--a � � � SHALL CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD N APP. 40' EXISTING R/W - 8j3 „__1 APP 40' EXISTING / CONDITIONS THE CONTRACTOR SHALL CONTACT THE E C.LL— _ F_ MF ,� �L!APP -- �� 0 INSTRUCTIONS. v+r c ED A EL "''f F \ IMMEDIATELY T Y F R C.L.L. I R W H A A N r - ---- --_� - - -- K. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- __ T �}- -------- -- --- - - - OUT PONDING WATER THE PAVING CONTRACTOR SHALL z_/ TEST ALL PAVED FLOODING THE ENTIRE SPAVO O EMETAREAHON WIT CONDITIONS WATER AND D MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION )3 LF t�" RCP ® 5.00% SLOPE OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. , - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --�'=- - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - _ _ - L ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF V c - ' PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. ' ;TOP 41 M. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW r � 4=-� NEw CURB INLET TYPE i \ A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. � BC 7 0o O o O RIM ELEV. 831.74 STA 33+60.7 N TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- o O CARMEL DR. +CY) O O PJV SUBDR 820 30 24• LT LINE - $ PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL `� r0> UNE 'C• ,� N UNE •C• "�V PTA RM E Les R + SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS - - - - - - ----- - _-.- - +; - -- - -- - ------ - -- - - M AND SPECIFICATIONS FOR THE APPROVED MATERIALS V•�� t S $931'1 S' E ° , n TR 9 I 0 ALL EXCAVATED AREAS TO BE SEEDED R SODDED AFTER 2 NEW CUPS INLET Ti PE t FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- 7- SCAPE PLAN FOR D!RECTION AND VERIFICATION Q ^' � M ELF .,32 ;- 1 A ; N� K P. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS - --� `� r 2,. Pl_F32'j w 83` �'0 ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL. OIL, GASOLINE ETC., BY THE GENERAL - - - - - - - - - - - - - -_- - - - - - - - - - - _ - -- - - .- - __ __ - - - - - - -- - - - - - - - - - - - - - - - -- - I CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR - _T_ __` __- i v T _ _ Y I % -_ 1 ' - - _ - - - - - r Z13-1_.90-] DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL _ ^ o _L F_ �-� 332 85 -- -- _ 33 t a0 J T 831 ?O AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL , `�� - - - - - _ U `- \ � BC 830.70 TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION • . .' _ -� • `,T'J�Nt !_LEd�tl T `x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OR DURING THE SCHEDULED PAVING. 0 PER � 'AtL 1t3 � �_ •I _ • - ` 831 �� 33t -jam 1830.85 I Q PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS � - ` E - <0 • AP� 4 XISTING • .� TO EXISTING AREAS AS NECESSARY. - - --= ; -. �-. - - n+� ,_r b PJI_ LOF i X333 R/W U ,' 0 E � n0 83 50 , 3� 33 0_' 83G 90 �y 33 9� ✓ 831.35 R ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE _ CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12' LONG- - —C.LL PROPOSED 48' t - - 831 - 831 40 ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ' APP 40' EX',S�,NG R /W { G=5 /2 ROW i I 4� ?'- _ -- V ACCORDANCE WITH THE ADA REQUIREMENTS SEE SITE -C,L� , PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE a u -C.LL DETAILS FOR SPECIFICATIONS. 1p` Z K A H N S ' 17 loll S PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY AND THE CONTRACTOR SHALL BE �j APP. 40� EXISTING R/W RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. PROPOSED 48' 1/2 ROW W T SEE SHEET C 1 18 FOR GRADING AND DRAINAGE DETAILS. 'S+ ct Cq9�� Q W , �LL ry KEY NOTE& FLANNER & BUCHANAN U ' I MORTUARY r Llj _ L_ a.1 ULTIMATE - FAZOLI S APP. 50' E (STING R/W CAR WASH - , PAR�� EL 24 A � E � - :� U . S . RESTAURANT PROPER- T H ��_ M,4 ::) L. D L.J K E � ` _- PROPOSED 32 1/2 ROW I f`J S I R . 8 7 0 -110 0 T R . # 9709712126 - — 8�y CARMEL DRIVE PLAN "D" SCALE: 1 " 20 :1�= 000' sheet No. C.L.L. C109 - 10 Of 38 Sheets 'DON'T DIG BLIND" Fie No. -- 'IT'5 ThE LAW" 97642 F111 FIRST AMERICAN BANK ,ADM AM DRANAGrz ce*31AL NOTED 'Amok A _P 4 7'. C- I T, ALI- FEEE"AL. STAIF, -)R -ED MARSH I,;I At< ALL P "EPm!T�S F( )NLF "_ �_,THEPWISE T-4F I'()-.�TPAI'_T(_R I_,P _'Af POP Al L QESP(- -PAlTOV1'_) ARE _)tJ`J6LL 'Y MARSH SHOPPING CENTER p F�' MiTS f3l' ANY OR -'E,,,(;ES MEND NED ALL AG NTR :_!7HEP'NISF NIJE�� '�,4 �j 4,1 R C*;OArchitects SHOPPING CENTER PROPOSED 4,8' 1/2 ROW TIC Pl"'A A, Engineers&ln enors T %�,FVEI`1T R ENA S :1 �:)ADS. F ',,OEZ� 71 T "PAN'St CRME' - -2 7P J, T U R E _"I( LAWS - -,,WEP PEVA,I`� A1,4D r,)s PROPOSED 48' 1/2 ROW S. F`� 'N� c-CN7PAC "R T T HE 3E FPCIM -AM 41l240 -4 - " , - ,(-N�,7�, (� -, ,�,,j ��,-,I L E-E PROPOSED 48' 1/2ROW -A M,%,,i 1- 31 8 0 (DR T, FAX 74 ()957 L PEI', E P' A, V D ,� HIS D - - �HAII L BE RE" QE_ .'P PE N ALL f AmAGE AT 'HE:R 'ji; "InA,_ L ST `q -r -aj SYAI_ Y -ED 8=3 C-) 1=13 - 0,P 1L1,;C'TA1 E a=(D -W 4_7z E N C I E -AL 60 E8 -4 7j Architecture K A j(_ Engineering 830 00 3 0=0 Q 829,7C) 83rD 50 • .... .. - - - - - - - - - - - - - 8=0_(25 Land Planning — -[5:2=7 5 - - - - - - - - - - - - - - - _AIED ANS _J1 Historic Architecture 8 2 9_9 0 531 4 INDIO` E S F INV- -,;F �,I_L HE —------ 0 - - - - - - - - - - - 3 Landscape Architecture THE ;TIL; FIE A .)MPLETE r P, t , IF Interior Design - - - - - - T, 3 1�_3095 -1 i RVE I MA, N()T jNj; N,,, TIES Ch AN-) AP(J Space Planning - - - - - - eC�13 j �,I L IT MA'T BE -__5 THE, E tlTl 1E`D - - - - - --- [�(4733( HE LO.�ATi,,)N AND SIZE OF T(: T' L! TION WAS "'AT-EPED :,Dq 1829-85 . B 'E 37 RIM ')5 APPROXIMATE THIS AND USED B'1 AND MAY L819P TC 8,— lzlt!PPLIED B� OTHERS 20 :8 2=9 5=6 ABLE NQT B 829 55 BC 8 9 87 ti-T R ACT THEA,/E -,HALL _F I-,E L C; F I- I E -PRECT '-)P MI_ 11-17" INF�RMATI,-,N' R ANI AI-EADING j"; 11 50 t I C,I T�7 N-T INDICATE:? -_t4 IMPLIED '_,P I, Scope ESE PLANS- MEL DR . )MPAI`�IES- AND E Drawings DE PAR, EI-', �,� I `,- �Dr ' �& E -,N:TRUCTION T 10 IQ O 'STAR c_JE ENT i)N R!P TIliAT MAY BE P R �,17E AND �)EPTHS '�HaL, �ZE MADE HP 830.10 L -; �-4 P L`�,,: -C:MPANIE� ("P B',' THE APr,-P()PRIATE UTIL;Pi WHEN E,(CAVATING AR(_IJND OR OVER ExiST,NG J 71-ill!E'-z- CARMEL DR. L!TIL�T_,' '1141 ('�-,i,,j�PAO_T1)R MUST NOTIFY THE -E N T P;N(_1 OF TH;: II CAN BE Revision$: PEPRESEIJATIvE I EXCAVATION T,) INSTRUCT AND kji3SLR�e� THE 1 10131100 -AVATION A STR #44 STR_7EW INLET ; 4 NEW I ,, THE E31JT �4I`T _,Mj7ED T _AVATI'il, T F�� ;",_F E STR #45 RIM ID 829 75 P 7 -------I _I 1 1 PA(_ TC)RS V(jST TA�F PARTICULAR T,_ I 4(_ �j _")I`47RAi_,TCR iDP -1 T T. P E 2 �O �4 T RAi, T L'-- WHEN F K,__'AVAT',NG IN ANC AP(1_ INCI E ISTI� 8-) /N7 _0/ A 'A' 71:_J,'_ OF ALL I, TC Tc-, FIELD NEW INV IN 12" RCP S 826.1 1�,X, I aC �,1�30 70 V 26.1 Qs,�O 40 -CNTRA,'TlJR'S RFSPI�,) 4 /.Q> - - - - - - -to UTLITIE TY r,NC ST BE_T�N( ATED EITHER 9- ��_iE PEPRESEN '8 -; 4PE -X'TC, J�' RCP At!D �(�1-11PUENT 2952 INV. - - - - - - - - - - - - - - - - - - - - - - - - DI'l� _A TH E Q9 10 _4_6_3_11�� 13�18 - - - - - - - - - - 4" CMP 825 00 INV E x'TG 2 E jT OR B'7 A PRIVATE --- - - - - - - - - - - - 1,-)R To THE PR � mi�m :CvIR TOO.I- NY rS jTI�T STA. 34+30 3 - - - - - - - - —16 --E' A,AT!N(-, -P-Y MINI PT LINE 331 Or. 4, EIc ER T�4E J'1��T) C`NTRA�7C)R NTPA(-T,:IRS P A,-P�`IES -"AT�MPAN Of I j TO LIE 0 55 �YHI� HE E Date Drawn By Checked By N -E "AWA-E D OPP �819 � - H AS -I A 1.05 F��2 10 J 06/30/00 KM BD D 8 3�214 1 — E3:�9�95 8 10 P ONS E3 q3V T 2 ROW v ► 831 �o E -,HALL BE Q E'� ' E THE C -,�ITRA(.T,-�P, P tE 3T—,94 6 ANU STPIAN PT — TC of 7 PENSE 411 L 4uTC)V,)PILE 2 2 3 T ,J�) EV E S P E OU 1 R ED B i F F�' E PAL. I A?E _�4 4 RT 1_11 I L) PRA vl "O\ ec PROPOSED 48' 1/2 ROW -,,P )i-AL •v,�ENCIES (:(�NTp4(-T P T(-) J T 1,, T I-iE RISPON,,18ILITY jF THE LAI-H [,A'Y AND REV(�,,E ALL MUD, DIRT,, GRAVEL L(--,'SL -)R odit�[) SPILLED MATERIAL- DUMPED,_STA 5+�4 20 54.4 RT LINrIlf- TPAI:i<ED -I jTHEP ES, -HT -F AAIQ RUM 7. F I- � SIT P,�:,j4-F S'REE-, c�jR �;CADS, AIVENA' pl�_K illp THE �-(-,N TPA,-IT,`,R Mkj`7_1 THE % REDO 11 7I-IE CC)NTRACT:'1P SHA-L EINc Ev,-, � LEA"A",AIL IF NE( ESSAk� ��,jc ENTIRE CDNSTRijCT!0N Li STR #4' RORNE DO_jPiN6 THE ENT! NEW CURB INLET TYPE 1 BOSTON MARKET BR H E[�!,'L_E `IiI MAY BE USED 41-, A REDL;O,ER RIM ELEV. 828 90 BA( H HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY t-PEATE INV SUBDR 826,70 PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER EIi INV. OUT 12" RCP W 8-6.46 KING �OILS IF EXCESS 51,!R"ACE WATER IS PRESENT PROPER um BURGER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE CTI TO ALLEVIATE SUCH > 38 LF. 12" RCP ENTIRE CC;NSTRI_l ON SCHEDULE @ 0 40% SLOPE KEY BANK DAMAGE > CONS METHODS AND MATERIALS MUST + I i I ALL DTRUCT�ON STANDARDS AND SPE"IFICATIONS STR #43 CONFORM TO CURRENT C)17" THE FEDERAL. STATE, COUNTY, CITY OR Ll'),-AL NEW CURB INLET TYPE I PECUIREVENTS, AHK-HEVER HAS JURISDICTION. W RIM ELEV 828 95 `HALL- VERIFY ALL DIMENSIONS-AND INV SUBOR 826 75 THE CONTRACTOR 10 THE START OF CON- F�_LVAPONS IN THE FIELD PRIOR S�ALL BE RESPONSIBLE -TiC)N THE [),,RING THE INV, IN 12' RCP E. 826 30 _Tp�-,- CONTRACTOR INV OUT 12" RCP N. 8266.27 �CR ALL FIELD DIMENSIONS AND ELEVATIONS - -IF -NTIPE CONSTRUCTION SCHEDULE, IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR `;HALL CONTACT- THE A/E IMMEDIATELY. IF ANY DISCPE'P- S ANCiES FOUND DN THE SURVEY PLAN OR ACTUAL FIELD CNDtTiCNs THE CONTRACTOR SHALL CONTACT THE A/E PLAN "El NIZTRUCTIONS. CARMEL DRNE =20' MVED�ATELY FOR - PAVED AREAS 1,NITH- SCALE: 1 PROVIDE POSITIVE DRAINAGE IN ALL CONTRACTOR 'SHALL CiI PO ,,'DING WATER THE PAVING TEST A-L PAVED AREAS FOR BIRD BATH CONDIT'Cl',S 9"' Fi THE ENTIRE PAVEMENT AREA WITH WATER AND R TO THE NSTALLATION VAR, THE PONDFD AREAS PRIC 7,,E TOPPING CO�JPSE �ORRP� TIONS SHALL BF MADE ELEVATIONS ARE THE FINAL TOP OF L ALL ;-P`F(I 'SPOT ELEV I R FINAL GRADE l FLEVATiol\l. PAVEMENT TOP ()F CURB 0 REQUIRED BELOW V TO DETERMINE THE SUBGRADE ELEVATION pp,)QC-tD FINAL ELEVATION, SEE APPP,"PR!ATE DETAIL N FOR ALL UTILITIES SHALL BE BACk�_ILI_ED CCM- WITH APPROVED ENGINEERED ,;PANULAR MATERIAL SIJITAPLE TO -HE A/E SEE THE APPROPRIATE (DETAILS AND SPECIFICATIONS FCP THE APPROVED MATERIALS.AFTER ALL EXCAVATED AREAS BE SEEDED ')R SO'r["FD LAND- UNLESS OTHERWISE NOTED SEE FINAL GRADING <;-APE PLAN FOR DiPF,-TIGN AND vElRiF,CATION. P ALL AREAS WHERE THE FxISTING PAVEMENT OR PAVEMENTS Li ARE DAMAGED DURING :ONSTRU(:TICN FRIOM HEAVY (� FIRST AMERICAN BANK vFNT, �_iJEL OIL, 011L, _,ASOLNE ETC.. By THE GENERAL E SHALL 6 OR SUPPUER'S. 0 RE&�INSTRTED TO IT'S ORIGINAL OR AS REt�UIRED (DR '-,�CTATED CC)UNTf, CITY -,R LOCAL BY FEDERAL, STARE C;R REPAIR c E'N IFS TH;S RE,- ZTR1jC_TICN AND SHALL JS CONSTRUCTION -Ak E AT "'E: END -)F THE PROJECT EDULED PAVING R D,JR,INC, THE 'S�Jrl McDONALD S Q A `SikDC-1-H -�PANSiTION FROM NEWILf PA��ED AREAS '}" NECESSARY AREAS AS NECES' PROPOSED 443' 1/2 ROW PROPOSED 48' 11/2 ROW R A 1 HANDICAP RAMPS THAT ARE PEPPE�,IDlCij�_AP Tk1) THE 7-5 PROPOSED ROW SLOPE IDIF 1 . IN I "" LONG— �-iALL NOT E,C�E-D A 7'>- 830 STORY I - N IL P QAvpc AND SIGNS SF BE QIC4 SITE E8�3:0:3�C OFFICE BUILDING WI114 TH,�E A'�A 2-6 D0 -�F I�,,mPS AND SIC'hS ND _`HE PII-AN FOR LC Car DR S 'E'IF:,'ATIUNS 0 4 F" > r THS INDICATED ARE F(DP HYDRAULIC DES;GN PIPE LENC p(I.-ES CNL BE F830140 j 7 AND THE CONTRACTOR SHALL ES;�,-INSIBLE FCI THS PEou,RED TO P ALTIJAL LENC -,WPLETIE THE !N L(.,AT" N AS SHOWN4 3 T 7,EE SHEET 1,9 FOR GRADING AND DRAINAGE DETAILS - - - - - - - - - - [52 9=1 5 1' - - - - - - - - - - - - - - - - - - - - 8 0 (DO TC BCLt,2 U I STR #47 TC T 817 6 TC 11 tN L_�t_ / 181,a 70 IBC B L SCI826 1) 830 30 j T(: 829,80 NEW INLET 8'),) 45 TIC + TC 830.16 829.58 8 Li RIM ELEV 28 BC 82_340 TO- 8' 00 1 STR #46 F= 'W 827 00 INLET TYPE 6 C,1 82 7 4 �8�,�72 5 15 T �C F _�2�7 7 INV IN 12 BC IC�4 - NEW CUFB + 5 BC I b'�' 4 > • RIM ELEV 829 66 :; --, '>,I INV, OUT 12" NE 826 9 3 INV SUBDRAIN 827,40 40 LF, 12" RCP 0 0.50% SLOPE CA DR . -V7 < 2�7 � 27 �8 ROY NE 82 Ln 17 �O 16 TC O�, 7 85 NV. OUT 8- _-�715 '- TC Q) PC 1_�32 KEY NOTESI U., Tc'cQ7� -7 4- 4 L DR. L8 ME EI,1� T 5 E T( 1 _4 C R 0 8^^<6 7 3=6 77- D 1 �4 LJ 8,9 TC T,- --K LF 12" PCF STI)Rm (9 0 3 5 P E 9.86 00 Z 0 BC 829.36 .74 TIC + 828 61) 828 48 8C 82 6 TO FIC!826 -- - - - - - - - .�4 BC 828 15 B- 8 9 90 824-770 - - - - - - - r047 82 54 7 - -TP.#51 7L �-:,77:3:�37_,�� 7 4=4 828,74 7 CerWled By 43� 4 1 NEW CURB NILET T`YPE I �9 63 U0 171 1 ------= RT _V .83 1/2 ROW 48 -' ," 1 8'6 RIM ELEV. 826 7 47 NEW INLET PROPO 48 INV IN SUBDPAIN 8/24 90 64 D 1/2 ROW 830 06 5 C RIM ELEV 828 20 FL 8=2=6 1)=8 OUT I )" W. 824.70 PROPOSE 83 .0 C p 16 LF, 12"(y INVS. IN 12" RCP S 826 12 STR #52 50 9 3 STR J49 TC 8 1.. — ® 0,50% SLOPE PIER 1 IMPORTS BC 3 4 NEW CURB INLET TYPE I INV. Ex'TC; 15" CMP 826.04 NEW STORM MANHOLE 700 4`001�1 RIM ELEV. 826.78 01 BC 829 829.95 54 LF. 12* RCP RIM ELEV 828-12 INV. IN EX'TG NW 824.46 PROPOSED 48' 1/2 ROW 831..96 TW ZSTR,#48 @ 0.35% SLOPE INV. IN 12" RCP W 826.22 INV. IN 12" E 824,42 NEW CURB INLET TYPE I INV. OUT 12" RCP N 826.20 INV. OUT EX'TG 824.40 RIM ELEV. 828.18 (D INV. OUT 12" RCP E 826 41 STEAK EINSTEIN HOT SHOTS CeriAied By "N' BROS. SHAKE BAGELS SheiiA 1I C11 0 of 37 Sheets •11 2� 7 7 0 E8 23 7-8:_,�L 5 0 P E�2 �� Fie No. I KEY TON'T DIG BLIND' :1 -1000, 976542 PLAN T" -IT'5 TME LAW'CARMEL DRIVE SCALE: 1 =20 i i U r t 3 I 0 z V ~ , I W N; I X! A I W � d I Q Lij PIZZA HUT HUNTERS QUEST — ALTERNATE BUSINESS CENTER HUNTER'S QUEST = I CWArchitects # BUSINESS CENTER U I Engineers&Interiors B 1 D 2 _ o -C.L.L. C•L•L• (n 9100 kevstone Crossing PLANTM 00131& NOTM I Suite 200 A L�TERNATE A IN CASE OF DISCREPANCIES BETWEEN THE PLAN Indion..3polis, Indiana 46240 317 843.7800 I AND THE PLANT UST, THE PLAN SHALL DICTATE FAX 317 574.0957 BID #4 ' \ A[ TI_ B ALL SHRUB PLANTING AREAS TO BE COVERED W/ / B J I 3' LAYER OF SHREDDED HARDWOOD BARK MULCH Architecture IA C.LL (FACE CURB) Engineering 5 PA C.LL FACE OF ) 6 JC 5 PA 6 JC 16 SN C.LL FACE OF 6 JC MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT Land Planning - -- - ---- 5) JC ) NEW CURB) 5 JC ) ) ) ) ( ) 5) PA 6) JC I AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND Historic Architecture / APP. 40' EXISTING R W — _- ' / C.L.L. -� _ r NEW CURB) I -_-_-- -_--"`F -�_ - -- -- --- - ----- -- - ---J_ -.- ---. ---- — --•- - -- --- -- — SAWMILL _---4 -- _— - — WMI LL OR LUMBERING Landscape A rc hitecture APP. 4V EXISTING R/W OPERATION NO UT UTY MULCH PROCESSED TREE Interior Design Space Planning LA TRIMMINGS WI LL BE ALLO W ED - -- -- -- — -- — SOD _ �- ♦ - - +- - -- -- C PRE-EMERGENT - --- -- + t lf�y' _ - ♦ - __ --____-_ __ + SEC BY MANU ACTU ER FOR EACH PLANT ♦ --+ --'S D LAWN BE APPLIED IN ALL PLANTINGBEDSB TIDA RATE C.L.L. C.LL (FACE CURB) C.LL (FACE dt ----- --- _ VARIETY Sc BACK 'TG CURB) D. FINAL PLACEMENT OF PLANT MATERIALS. ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE ALTE NATE EAST CARMEL DR. PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD 2) GTS ) CTS /� I STAKE INDICATING VARIETY AND SIZE OF TREE. BID CARMEL D R. I ALL GROUND COVER AND PLANTING BED LINES Revisions SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFER- ENCE. ALL STAKES SHALL BE REMOVED FOLLOWING 5) GTS I PLANTING OPERATIONS, LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE E ALLOWED. MATERIALS W BE IF PLANTS ARE NOTAVAILA6 E THE C.LL (FACE CURB) -------- — - :OD - - CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT LAWPJ PRIOR TO BID IN WRITING,. ALL PLANTS SHALL BE ' + - ♦ + ♦ + ', INSPECTED AND TAGGED WITH PROJECT LD AT C.LL (FACE CURB) /-�" NURSERY OR CONTRACTORS OPERATIONS PRIOR / U I (.LD TO MOVING TO JOB SITE. PLANTS MAY BE Date Drawn By Checked By I 1 - - -- -- — - - - - INSPECTED AND APPROVED OR REJECTED ON THE O APP. 40' EXISTING R/W -7- JOB SITE BY LANDSCAPE ARCHITECT 6/30/00 IMP BD C.LL (BACK CURB) / l � — _ — — o �-----SEED LAWN-�--� � APP. 40' E ISTING R/W O - C.L.L. r -7- F STANDARDS OR NURSERY OR EXCEED A E EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. OERNATE L_ ' r- r\ti A T�__ I C.LL (EDGE PLANTING) � � BAD � 4 - - - - �1 a #4 -- � I G. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT ALT` V CONFLICT W/ CONSTRUCTION OPERATIONS AND AS BID # 2 I DIRECTED BY LANDSCAPE ARCHITECT H. ALL LANDSCAPE PLANTINGS SHALL BE I GUARANTEED FOR A PERIOD OF ONE YEAR C VE FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT, AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED PONDEROSA N D E R O S A DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT Q I FIFTH THIRD BANK SHALL BE REPLACED AT NO ADDITIONAL CHARGE I I BY THE LANDSCAPE CONTRACTOR. w 3 I LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, O FINAL GRADING, FERTIUZING, AND RAKING. NN 0 LAWNS TO BE SEEDED W/ MECHANICAL SPREADER ^w w I AT A RATE OF 8 LBS./ 1000 S.F. APPLY SEED CARMEL DRIVE-` PLAN "A" 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO ' THE FIRST. LIGHTLY RAKE , ROLL W/ 200 LBS ROLLER PLANTING SCHEDULE "- � ( • na , I AND APPLY HYDROMULCH NO STRAW MULCH) AF I SCALE: 1 —2O .� 000 ( S ULC ) TER SEEDING kEr BU?Alv'h:4L NAME _iMMLN `v ME 50't� J THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND --- PAY FOR ALL PERMITS AND FEES THAT MAY BE �y REOUIRED FOR HIS PORTION OF WORK. P TI K, LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY I _, -� --------------—— — .--- — -- --— __ _ _. -- __—__ -_- - --_- ---------__ PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS w NOTED ON PLANS. W - — --- ------- ---------------. .._--------- ------- ____.1.-_ -_._-_- -__--.__---.---- L. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY R� TYPE OF WORK AS REOUIRED BY LANDSCAPE ARCHITECT M. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4'-6' APPROVED TOPSOIL PRIOR TO -- -- - +--- - - - --- - --- - SEEDING OPERATIONS ------ ---.- --- -- ---- - ---- FOR PLANTING DETAILS LIJ SEE SHEET C118 I 0 REFERENCE ONL ON ADDRESS MARKERS J z1 U DOOLE\ BANK ON I O TOGLE' E J Q S i Z 5) PA 6) JC 3) JC C• SEED LAWN I OF CU j�K j' 1 1) SN App. 40' EXIS7ING w� 5) SN 5) PA �� APP am LA /SEED - ' C L.L. 4 gACTS NG R/W 5) SN 6) � 7) SN 6) TW C•L / wN _-- – + - .�, v 11 a ti OF CU e) K OF (BACK a OF CURS(RACK ' Fn , - - - - �` AWN �_. T al �."�a� _ -_ -. `I 1 J — F LAWV t avJN ♦ oo _ 4) AP RME� DR ' ♦ y or Cq9 1 7 Fc CARMCL DR. 6) F - _ • 2 AP PLANTING LEGEND 3) AP —_ -- C, L, SEED L q Lij -- --- BUD l-AWN + _ ) SN OF CU( K ) JC . --- - 9 �C 4 z 5) PA � I - 5 ' -•—.. --__ APP. 40' EXISTING R/W - _ _ _ -- a � � \ ) JC --- - ---- - - U I � Certified By — -- I-- __ - -------- --- - -- o ,—SEED LAWN ----- ---- ---- ------ Ir COOTS � I _ HENKE ' c.c.s -- _ �— -- - - - - (BACK OF i C,L� , PEROAN CURB -MpR TG ) — 1 �QACK of CURB WHEELER r t ��4. f AGE -s. 15) JC ) I GRp�P LANDMARK I 000 -- R�CHARps I CJOO ��-�-LJ �E� � �,- � Vi c��,�F�� _�,�,_ �S l BU/LD/NG Cerrt� I By I I I I I I I Sheet No, CARMEL DRIVE PLAN *B� == � I I . � i SCALE: 1 "=20' :1'= 000' 12 ''� sr,eete "DON'T DIG BLIND Fie N. "IT'5 THE LAW' 97642 I I PROFESSIO ANAL BUSINESS >J ' CEN TER APP. fip' EXISTING R/W I C.LL (%CK HUNTER'S _ GLEN CONp (=Architects� OF CURB) OMIN/UMS � Engineers&Interiors PROPOSED APP, � { ROW 40 EXISTING L KN "�_� 9100 Keystone Crossing Suite 200 f C.LL- Indianapolis, Ind,ana 4f,240 ' 317.848.7800 r� 1, FAX 317 574.0957 Architecture Engiineering AWN ♦ Land Planning--- X - D CA NN%� - `- APP•4 XI ecture Historic Architecture ��M Landscape Archit (� i �- - __ _ -• _ SAD+LA W�,� E S11N Interior Design _ -R .LL- A IN CASE OF DISCREPANCIES BETWEEN THE PLAN Space Planning --- -� 1 AND THE PLANT LIST, THE PLAN SHALL DICTATE B. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 8) FC _ + 2) FC ♦ 3' LAYER OF SHREDDED HARDWOOD BARK MULCH. - - MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT - ♦ AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND Scope SHALL BE OBTAINED FROM SAWMILL OR LUMBERING Drawngs OPERATION NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. CAR 9) FC _ ICARMEL C. N APPROVED PRE-EMERGENT HERBICIDE SHALL DR. BE APPLIED IN ALL PLANTING BEDS AT A RATE Revisions 2 AP 2) FC + ♦ + SPECIFIED BY MANUFACTURER FOR EACH PLANT+ =" VARIETY. - )01) LAWN' - + - ♦ f -- -_ D. FINAL PLACEMENT OF PLANT MATERIALS, ETC SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE - -- - - - D 000 ___ _ - PLANTING OPERATIONS ARE TO PROCEED ALL _ - - LQ wnJ- 1 --- --- -, __ -_' ----`__- _ - --._ STAKE INDICATING C rSVARIETY END SIZE OFH TREE. � C LL ' \ i C,LL _ _ ALL GROUND COVER AND PLANTING BED LINES �_ -�- SHALL BE MARKED W HIGHLY VISIBLE PAINT -- �- APP. _ _ -- + --__ LINES W/ OCCASIONAL WOOD STAKES FOR REFER- �J - 40' EXISTING R/W ! ♦ ENCE. ALL STAKES SHALL BE REMOVED FOLLOWING XD LA ' PLANTING OPERATIONS LANDSCAPE ARCHITECT RESERVES Date Drawn By Checked By THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. g/�/� =! MP BD i _ _ I �\ / f— _ • i So, E NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE .__` ; _ ✓ 7) T1N • - ALLOWED IF PLANTS ARE NOT AVAILABLE, THE • - CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT C• DEED LAW,v APP' 40' EXISTING PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE L`" � LAW R/W 7) TW_C•LL,. INSPECTED AND TAGGED WITH PROJECT ID. AT 1 I 7) PA 3 S� I C,LL NURSERY OR CONTRACTORS OJOB SITE PLANTSMA OPERATIONS BE PRIOR INSPECTED AND APPROVED OR REJECTED ON THE Lij J JOB SITE BY LANDSCAPE ARCHITECT. IF. ALL PLANTS SHALL MEET OR EXCEED AMERICAN Z i CARMEL V STANDARDS FOR NURSERY STOCK, 1996 EDITION, ANKLE AS SET FORTH BY AMERICAN ASSOCIATION OF O OO T ARM � NURSERYMEN. ~ o Q E = CENTER EL OFFS CE v � Il.�oUR T I / _— ' G. PLANTS AND ALL OTHER MATERIALS TO BE STORED J ON w/ CONSTRUCTION OPERATONSILNDOAS W Q I U / DIRECTED BY LANDSCAPE ARCHITECT > H. ALL LANDSCAPE PLANTINGS SHALL BE �, w I GUARANTEED FOR A PERIOD OF ONE YEAR ' FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT, w I AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED PLANTING SCHEDULE , _ C.LL I I I I I I DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT KE'f BLTANICAL NAME �_QMMON rrAME j i�E ! NOTE SHALL BE REPLACED AT NO ADDITIONAL CHARGE n BY THE LANDSCAPE CONTRACTOR I LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING -- - --- --- - - rt - CARMEL DRIVE PLAN "C" I I I LAWNS TO BE SEEDED w/ MECHANICAL SPREADER _ ---_ --- ' - - AT A RATE OF 8 LBS/ 1000 S F. APPLY SEED ---- - -- -------- - - --- ---- - — - ------ - r S 1�= 000 l� t . 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO t SCALE: � =2O THE FIRST. LIGHTLY RAKE , ROLL W/ 200 LBS. ROLLER r - ---- --- ---- ------ AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. 1 --- ---------- J. niE LANDSCAPE CONTRACTOR SHALL OBTALN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. -- ---- —� K LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY ------ -- —- 1——--- I i . --------- -- - ------- - ---- - ------------- -- ,� ( PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS -- — - ----- --- ---—+-- --- ------- _ -- -- - - — -- ----- -- ----- / NOTED ON PLANS. — — — -- -- --- —- !-- ----- - --- - -- 7 - — '— - — —— ---- - -- — L CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REOUIRED BY LANDSCAPE ARCHITECT. M. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4'-6" APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS. I IN SEE SHEET C118 FOR PLANTING DETAILS I � r,1 Z M - 0. REFERENCE ONLY ON ADDRESS MARKERS O I APP. 40' EXISTING R/W HUNTERS GLEN CONDOMINIUMS - ' Y APP. 40 EXISTING R/W C.LL- I C.LL I o cu I~ — — -- — -- -- -- — - - -- -- -- --- --- -- ---- -- -- — --- L — L - ,� • __ _ _ _ _ �---SEED LAWN-----*- ' E E D L A WN--_. _ --- -- -- - --- ------ - _ - --- -- -- -- ------ --------- --- — — - 7~ - I � � I ♦ 4- ♦ _ + So4LAWN - - U _AWYN 5) FC I CARMEL DR. „ °i _ CARMEL DR. 3) FC 4) pl c,q� ( i G ( I 3) QI .y o i I PLANTING LE<EM I + — + + SOD LAW1V 7) TV + + + + -��'G LAWN -- SOr-74LA WN - -- AWN-- - SOD L - >f --- --- -- -- -- — — APP. 40' EXISTING R/W _ . ` C.LL � �-- -- --- ----- -- _- --- -- ----_ - - — - -- --- — __._ -- — --� T — — — — .EEEE D LAWN ---� — — — — — — — — — --- — — _ _ 7� PA -C.LL PROPOSED 48' 1/2 ROW — - Z r _- S -� — + -- _ - - + 11) SN 7) T1PP. 40 EXISTING R/W -C.LL � KAHNS = 1 I J SEED LAWN App. 40' EXISTING R/W I J _ I I� PROPOSED 48' 1/2 ROW LiJ I �� Q I i _ ? _E > C LL z o I z 000 - f_POSED 'k /EP:_r�: I 000 I —j FLANNER & BUCHANAN Q QI I ! MORTUARY — I — � ( � ��'kt�� !v?C . _''MINT I i w ULTIMATE F ZO I S i Certfed By PP s0' - ,s NG R/w CAR WASH fA Sheet No. CARMEL DRIVE PLAN wDA LAN S C112 CALE: 1 "=20' '1 0001 13 or 38 sheets 'DON'T DIG BLIND Fie No. 'IT'S THE LAW' 97642 I . I i i f PLANNING GENERAL NOTES 4 �N 'A' F K T W 17 1,,1 L L Ll I N ,j F r �,LA 1� FIRST AMERICAN BANK rl ALL �-Ii P 'ri AA N T 1 N At�E A MARSH MARSH z _A,,EP OF �-AKW,',(`D BAPF, _'AN I SHOPPING CENTER SHOPPING CENTER < :)L1At_ �ED T' �F A�,t.� R AN�j CSOArchitects 4ATIPN Ni, sir. I,!,, E F - - 1 , 1 , Engineers&lntenors LANDSCAPE EASEMENT PROPOSED 48' 1/2 ROW LANDSCAPE EASEMENT 7) PA PROPOSED 48' 1/2 ROW q v y 1 6 H� At, VE 9100 i<eystDne Crossin-� • '-EFD 5) TW (9) SN LANDS(5%�ET)NASEMFNV PA TW 8) SN 5) TW 2) SN 5) TW ndicnap"'I's, Indifinc) 4�2410 EMG L 317 843 780C, 8) X • PROPOSED 48- 1/2 ROW ""EED LAWN----� f LANDSCAPE EASEMENT 3) 1'N Air-P L 1 E LE) N A l( N T!N B E FAX 7 5 7 4,09 57 LAWN--�— MAN JA::T�JREP LAN j 0000(>1 1�f OCXD-- LANDSCAPE EASEMENT 0000C�v��OOCOO' Architecture )01 Engineering 'NAL PLACFMF PLANT VAT;P!A1,`) E' Land Planning _NT ,)F j:, I�F Historic Architecture C .=_ )(Dod) H�'l�LI E 4PPP(�)vED BY LANIL)SCAPF. '-D LAWN LAWN,-----*- L-ardscape Architecture LAWN PLANTING OPEPAi:C)INS APE TC� D Interior Design � HALL �RF VAF4' 41T�i A W k_'i C Ft� Space F lann PH L0( A7iCN'_) L) -TAIKE INDICATING VARIETY AND SIZE F TREE 7) FC 5) AR ALL I.,RIJIJND wER AND PLANTING =F LD L.-NFS SHALL 9 E MARKED W/ HIGHLY VlC, FAINT F4; T -A NAL WOOC TAn F" (1P F F ENI-E ALL _TAKE-' SHALL BE 1EMOVFL), Scope I _. - Drawings _X'JING CPERATI,')NS. LAND�CAPE AF� H!TVCT RE EP'�ES CARMEL DR. :7 HE PICHT To A[)jUST PLANT LPCATk')NS f_N THE ( IE CARMEL DR. -IJKTITI11ION'_- III PLANT MAIEP',41- ; WILL. 11 41-k-'WED ]� �ILANS ARE N(-)T AVAILABLE, -,HF. Revisions: I 'ONTPACTCP `,HAIL NO'iF\, LANDSCAPE AP 10131/00 PRIOR TO BiD IN WRITING ALL PLANT'- 'HI BE ) :�' L -El WITH P10HI-1 1 AT N'PE'T" IS�j AND TA 7) SN 7) TW NURSERY _)P 1'i_',NTRACTORS OPERATIONS P 1( ,' 6) TW 6) SN 7) TW 2) AR Te) VC)VN(" TU JOB SITE. PLANTS MAY BE 1) FIC INSPE�'_TED AND APPROVED OR REJECTED -1 tHE 1 AR 4) TW 4) TW 4) TW 3) AR I-N T JOB SSE B'T LANDSCAPE ARCHITECT VFFT (IR ALL SHALL E x CE E D A V E R N LAWN,----� - ---')C)D LAM _;,N T ,-�COD LAWN -T 1,�96 EIDJ! �N, i)1AN *DQ_ NUPSERY STOCK, Datc Drawn By Checked By 0030000 AS '-,IT F(-',PTH BY AMERICAN ASSI)CIATIC)N (-)F Y E N 06/30/00 MP BD PROPOSED ROW N U�': --:)EED LAWN` OF, N1. — — — — — — PLANTS AND ALL OTHER MATERIALS To BE F I \1 —"r <�,JE 'WHERE THE" 1111 11, LANDSCAPE EASEMENT T N WILL DE PLAT V, LANDSCAP EASEMENT _T N/ CONSTRI CTIC�N OPERATIONS AND A. T LANDSCAPE EASEMENT 3) JC 7) TW 7) TW LANDSCAPE EASEMENT 1) AR C')NFLii_ I , I - SEED AWN PROPOSED 48- 1/2 ROW DIRECTED BY _ANDSCAPE AR(_H!TECT 3) JC SEED LAWN LANDSCAPE EASEMENT DIPEC - ALL LANCSCAPE PLANTINGS SHALL BE -D FOR A PERIOP F ONE YEAR z fUARANTEE I O - F(',LLOWIN(-, FINAL INSPECTION BY LANDSCAPE ARCHITECT AT THE LEND 0'F THIS PERIOD, PLANT VATEPIX. TERMED 0 E `FAD, 0 P L,N SAT16FACTORY BY LANDS�CAPE AR(-HITE(-T < BOSTON MARKEf '-,HALL BE REPLACED AT NO ADDITI(__)NAL CHAR.(-F < 114 B)' THE LANDSCAPE CONTRACTOR, < KEY BANK BURGER KING L) < 0 11 LAWNS ;HALL BE SEEDED FCLLOWINC, SCARIFYING > I i I FINAL ,RADING, �ERTILIZING, AND RA1,ING, LAWNS TO BE SEEDED W/ MECHANICAL SPREADER AT A RATE OF 8 ILBSJ 1000 S FF APPLY SEED CARMEL DRIVE PLAN "E" IK"UN S :1*- wo, 112 ONE DIRECTION AND 1112 PERPENDICI-ILAR, TO SCALE: 1 "=20' THE FIRST LIGHTLY R4E , POLL W/ 2,00 LBS. ROLLER T AND APP-Li �'I[P(JVULCH (NO STRAW MULCH) AFTER SEEDING.PLANTING SCHEDULE U. KEY BOTANICAL NAME T COMMON NAME SIZE NOTES J THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND F PAY FOR Al'L PERMITS AND FEES THAT MAY BE FOR HIS PORTION OF WOPk REOUIRED + K LANDSCAPE CONTRACTOR SHALL NOTIF'Y LANDS."_APE L ARCHITECT IN NRITiNC PRIOR TO BID DATE OF .ANY w PLANTS HE/cHE FEEL.-) MAY NOT SURVIVE 'N LOCATIONS NOTED CN 'PIANS ('CINTRAI-T,,-�P 70 �,BVIT UI�J PRIC -S )N % T RE�UIPED BY , ANYCAPE AP('-jjTE`T fPE (')F ACPK WITH M, ALL LAWN AREAS I IN LAWN UMIT LiNES Ti PEC'EIVE 1"-6" APPROVED TOPSOIL -P!�]R 71 SEEDING OPERATIONS N SEE 3HEET C118 F1,1P F LANTiNG DETAILS 0 REFERENCE ONLY IN ADDRESS MAP1111S FIRST AMERICAN BANK I �1 Li� I Z Z 0 < 7) TO V) 4 VC >_ / ct3 Li PROPOSED 49 1/2 ROW 7�J Zn-- 3) JH , V McDONALD'S 4) SN 3) FOUR STORY PROPOSED ROW PROPOSED 48' 1/2 ROW "'-"`-I SEED LA I WN- OFFICE BUILDING LANDSCAPE EA ENT 76 L��SCAPF_EA�VENT , > SEED LA My 3) JC 6) SN 5) JC 6) SN 5) JC f_.,___SEED LAWN 3) JH LAWN 0� U� PLANTING LEGEND CA 2) AR 5) CTS - CARMEL R. 0 CARMEL DR. 4) GTS V) 1) AR LAJ 1000m Certified By SEED LAWN V, SEtD-1A PROPOSED 445' �/Z ROW 000 2) JH `1� 6) SN 5) JC 6) SN 5) JC SEED LAWN-1 5) TO PROPOSED 48- 1/2 ROW PROPOSED 4e 1/2 ROW PIER 1 IMPORTS El SEED LAWN LANDSCI EASEMENT 5) VC 5) J H Al STEAK EINSTEIN H HOTS z I I Certified By BROS. N 0 BAGELS SHAKE Sheet No. All C113 CARMEL DRIVE PLAN T" A cm 37 sheete S 1 000, Fie No. L 01. cv- e,-r SCOALE: 1 "=20' 'DON'T DIG BLIND 'ITS PIE LAW' 97642 '11 I IY Li 31 j W z � PARCEL 2 -� X PAR 1 PARCEL Li PARCEL 3 w i I I �� BARNES INVESTMENT COMPANY BOOK 2 9 5 , PAGE 2 8 LANDMARK DEVELOPMENT COMPANY TRA�C AND sKNAC�E KEY NOTE A TERNATE d� ! Q n -� I ��! STR . 9502502 BOOK 245 PAGE 243 LJ BID 4 �?�- - ;� # # � ,, PIZZA HUT HUNTERS QUEST z - - ALTERNATE BUSINESS CENTER HUNTER'S QUEST z C WArchitects BID #2 f o -C.L.L. BUSINESS CENTER U Engineers&Interiors C.L.L. ALTERNATE �' !� I S ite of st� nd anJ 46240 Suite 200 FAX 48 78 4. 957 l 1 � � , � 317 848 7806 BID #4 A RNATE C.LL (FACE CURB) E cgr eecrture Land Plain NEW FACE OF C.LL (FACE OF Historic Architecture — — -- — — ---- --_._ NEW CURB) / APP. 40' EXISTING R/W C.L.L. / — J ecture 40' EXISTING R/W Interior D sign N URB chit Space Planning i L_ --- - -- - -1-- --- �4 TYP -- --- -- .LL FACE CURB C.L.L (FACE dt - Scope C.L.L. (� I BACK EX'TG CURB) Drawings U ALTS ATE g r� EAST CARMEL DR. o = s pin s UNE .�. N a .r CARMEL DR. ' ° e„�,a S d�31'1�' E + — — - UNE 'C R I EQUATION: o — — — — — — — — — — — 10+00.00 UNE 'C' S X31'1�' E 10+00.00 UNE 'R' W 10I �.� A 10I C.LL (FACE CURB) — _ — --- ----- - C.L.L (FACE CURB) 1 f �� TI'S :. Date Drawn y Checked By B 4 APP. 40' EXISTING R/W 7— — 830 00 MDP BO 1 C.LL (BACK CURB) / l APP. 40' E ISTING R/W • Q - C.L.L. - - - -` - - - - - - - - - - - - - - -i- - - - - � - - - - i ALTERNATE ALTERNATE � B I #4 � ( �? ' _ / BID #4 C.LL (EDGE PLANTING} -- — — - - ALTERNATE - sPEEO uMrr Rz-, 3o S P E E D ( ) BID #2 24- X 30- LIMIT I o � - 4TERNATE EF t 7 BID #4 PONDEROSA FIFTH THIRD BANK J PAR E L_ 1 3 W C� 3 �i , LA�� DMARK DEVELOP ��1EiJT COMP/A I ; CARMEL DRIVE PLAN A �_ I ' I . I SCALE: 1 —20 •� o0o TRAMC + SKM �g A. SEE DWG. E104 FOR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, Q POLE BASES AND NOTES W B. LIGHT F'OLES (SHOWN AS W, 'B', OR 'C') ARE TO BE LOCATED 2'-6" FROM C!IpP TO CENTERUNL �_`! FSS DIMENSIONED OTHERWISE. C— '.f 2 I - R Q z _ � HANh� (� i Z ES T E ER - i �� i Z � � �x; C� 4 � � , ��PqN� B 891 ,3 0 U � 4 ; D 00 7� '�NK � �E l' p T ONE OOLE S �1 CO �'• w APP OF CU4B)CK I. EXISnNG 1 � EXISnNG R/W 7� - - [ 0 Cn -- APP 40, 1 U � xls n C.LL -. - E, NC R/W C• L _------ - L OF CU�Ba4CK --- C•LL, OF CU4,a4CK -' OF CUB CK - - - - — 10 uNE 1 — Gay 9, 1 • o 0 MEL N — (J IT, p 1 UNE C' - - — ( 5 _ - - ---- - - - — -- — Z LLJ - L BAC C —._ APP. 40' EXISTIN:, P 'W -------- -- — — U - - •�L (BACK CURB` ___ f cercnied By _ Q TS C-L-L (B4CK _ EKE ERI DI q N -_ -- C•LL WH ' OF CL,RB) (BACK OF CU EELS MOR TC - -- _- � RB) R q�E CE ROUP �- _ P -� PAR L PaR� LANDMAR ARC EL C��T 8 � JEi R K S, /CHARD -AR�IIEL g00K HENkE & ��Ai�E_.� EVIL S CLU RAC O(�'E- 326 wHE N S T DING �� PAC EL ER Certified B �' � x-95 y I I i I Sheet No C11 4 CARMEL DRIVE PLAN "B" - = 15 Of 38 sheets KEY" SCALE: 1 =20 S 'i _ °0° 'DON'T DIG BLIND• File No 'IT'S THE LAW' 97642 I TRAFRIC AND sK?INAGE KEY NOTE PROFESSIONAL _ _ APP. EXISTING Rte- C.LL- BUSINESS CENTER C.LL (BACK -- � . OF CURB) C.LL- APP. 60 EXISTING R/W APP. 40' EXISTING R/W - 0 o) -- CZOArchitects J g Engineers&Interiors w PROPOSED ROW �- �' - °a + _ , _ UNE -C• � CARMEL DR. UNE Co i ! o -- _ -- --- - ---- - - Suite 200 9100 Keystone Crossing In _ _._.-_- -- -- - -- - S 89451'1 9 E �__.._------ Ind�onppolis. Indiono 46?40 cv _�-_-- 5'� 31 7 848.'800 - : FAX 31 7.574 0)5 w - - - , Architect�e (10) -� 04 Engineer - N __� �•S an Planning r , Historic Architecture Landscape Architecture _ / ` Interior Design Li i �' - (--� Space Planning W 9 ) 9 .� 1� . — R APP. 40' EXISTING R/W w Draw*gs , J � � i \ (7) 4 ) U—R1-1 k C.LL 30 X WE � Revisions �+ Q APP. 40' EXISTING R/W ~ 0 • \ Q / Date Drawn By checked By CARMEL OFFICE COURT U 6/30/00 MDP BD — I o C.LL TRAFV90 + SIONAQE ORAL NOrTO I A. SEE DWG. E104 FOR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, CARMEL FOOT & I POLE BASES AND NOTES. \ \ ANKLE CENTER C.LL - ( � B. LIGHT POLES (SHOWN AS 'A', 'B', OR 'C') ARE TO BE LOCATED 2'-6" FROM CURB TO CENTERLINE UNLESS DIMENSIONED OTHERWISE. • � � O W J D > o 4— w Q CARMEL DRIVE PLAN 'C' KEYPUU4 —� w SCALE: 1 "=20' SCALE'I 1 000' EL E—� W APP. 40' EXISTING R/W HUNTERS GLEN CONDOMINIUMS APP. 40' EXISTING R/W / C.LL- �1 C`LL - CQ rn -C)) (I 0 t 4 10 QO 0 V (J U N CARMEL DR. 5 � + g ` �� U $ _ c�' UNE 'C' < M N 1 $ Q� C' + J 5 NE -C- CARMEL DR. 1 + G �-� ro S 8931'19' E -� � � , � , �� - - - --- � o / r- � � 5 > i» 0) _ 10 � _. -- -- --- ----- --- -- - ------ _.. ----------- - - -- - -- --- - - __ ___ ---------- - - -- -- -- - APP 40- R EXISTING /W --- -- - -— — — ---- -- — -- - _ Cq9� �f -- -C.LL , PROPOSED 48' 1/2 ROW —Z -1 -J APP. 40' EXISTING R/W - — — � — 1— • i C.LL C.LL I - STOP 1 I _ = KAHNS II ..� I —Rl-1 I � APP. 40' EXISTING R/W 30 X 30' Q PROPOSED 48 1/2 ROW w w z 1 CJLL ry - U Q I FLANNER & BUCHANAN - i ; MORTUARY w I Certified By U LTI M ATE FAZOLI S APP. 50' El ISTING R/W I CAR WASH I I- C.LL PROPOSED 32' 1/2 ROW i I it Certified By ' I 3heet►�. C115 16 of 38 sheets CARMEL DRIVE PLAN *D" KEYPUN 'DON'T DIG BLIND Fie No. SCALE: 1 =20' C.L . SCALF-1-31000' 'IT'S THE LAW" 97642 i PARS E L `9 W B A R N ES i N`✓E D T M E N T S z TRAFRC AND 3KMGE KEY NOTED IN JTR . # 85 l 3708 FIRST AMERICAN BANK R4WLVE J M ARSH MARSH PARCEL___ 10 � U SHOPPING CENTER MUST SHOPPING CENTER MASTER COMPAW , INC . F— CSOArchitec s TUM F� R3-7(R) Q Engineers&Interiors - - - - - - - - - - - - - - L- - - INSTR . # 9538697 30" X30" R3-7(R) -- � I PROPOSED 48' 1/2 ROW i Keystone Crossing PROPOSED 48' 1/2 ROW 30" X 30" ( b ) r Indianapolis, r. � Indiana 466 240 ( I 317 848 7800 FAx 3 t 7.574.0957 PROPOSED 48' 1/2 ROW _ _ _ \ I / — — — — — — — — — — C.LL -C.LL � r � �-C.LL � Engineering J) APP. 40' EXISTING R/W ( Arngine ring -- - -1 — Land Planning Historic Architecture PP. 40' X 11 A- L Architecture Interior Design Space Planning - --- --- - -, ,� ( 5 ( 47 ( 6 ) _ - 14) ) t {, 8 11 '� Scope I ^ N « Drawings : S CARMEL RMEL DR. 0 + 5 } A R M E L D R. Re�ai«,a < <I ( 5 ) f - _ - „ c - - � C -- 1- -- - - _ 4) - -- i-0 0 0 @0 1 r I �} 4 {� -- /� -- ------ ,. -._ -- - - �- -- - -- ---- - -- - -- ----�--- - ---- -- — - - - ----- T Date Drawn By Checked By - - � 63000 BD ( 4 ) -7- -- -- -- --- —' — -- PROPOSED 48' 1/2 ROW -_-- I— — C.LL- APP. 40' EXISTING R/W ( � ) — � 6)� C.L.L. ! C L L --- _� i i _�� ( 5� �- � �'. � APP. 40' EXISTING R/W -C.LL I \ / �, I PROPOSED 48' 1/2 ROW LLJ + Z Q L_ONLY \� J R3-98 LL E E'' 4) 24" X 38" BOSTON MARKET ( � BURGER KING PARCEL 28 LIL > O Q `� KEY BANK _ BC REAL ESTATE INVESTMENTS , �— w IN "-DTP . # 9547336 I CARMEL DRIVE PLAN wEI KEYPUN :1"�1�, P w w CD SCALE: 1 "=20' <T, TRAEM ♦ BKM E GRABIAL ROM Z A. SEE DWG. E104 FOR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, f1 POLE BASES AND NOTES Q B. LIGHT POLES (SHOWN AS 'A', '8', OR 'C') ARE TO BE LOCATED 2'-6" I IF FROM CURB TO CENTERLINE UNLESS DIMENSIONED OTHERWISE. am APP. 50' EXISTING R/W / F4 LAN < MUST Z W � PAR �, EL 2 z T AMERICAN BANK G r '` i � I _ _ — FIRS _ � c�S PR( ) PEP71 IE`� INC R3-7(R) EP : E �� SPEED 30" X30" L Z L N _TR . # � 80geh9429 I PARCEL EASE E?D "��_L�1�r_ , A _rNAi T T� ) ` � � . LIMIT H h- � ± I� I Q ! N ;Ti_' 5 69 -' STOP G,, > 0 R2-1(30) ` - r LANE �--� P R1-1 - 1 Y - 24" x30" � X �" �' M c D 0 N A L D' S r."MUST PROPOSED 48' 1/2 ROW � C.L.L. — — — — — — L — FOUR STORY OFFICE BUILDING � � — — PROPOSED 48' 1/2 ROW R3,7(R) " +y APP. 40' EXISTING R/W - PROPOSED ROW a(�) I C.LL I ��G —■ 30 X 30 -. I R3-98 f ° U ► — — �e 24w X 36 ONLY _ — \ -C.LL 1/- -- ------� APP. 4( EXISTING -- - 1_ > � C.LL � -- 1 } • 'I 110) 4) � � �1 (_1 Vii ) 0 r� $ .LL ( r - -ALTERNATE o t� ( 6 �,1 �} + S of A `� CARMEL DR. f I < — C f � I � ( 1 ♦ �+� 4 43.93 G! � < BID #5 - I I , , _ - ---J �-- - a _ - — _ - -- �--- . - - - STA. 46+305 g _ LJ --- — s � ) 13; CARMEL DR. e C ---► �- �) I �) (� 3) ► } - (� _ I LiJ (1 4 — r -- -- — (1 4 f ► — C.LL PROPOSED 48 1/2 ROW � n 5 APP. 40' EXISTING R/W PROPOSED 46.5' 1/2 ROW � Certified By APP. 40' EXISTING R/W � � � � !i � F�FR LMT MUST PROPOSED 48' 1/2 ROW / PIER 1 IMPORTS TURN � STOP PARCEL 32 -C.LL C.LL- � STEAK I �' -C.LL i , ,,- r- R3-7(R) ,N, —R1-1 MELLON/ PIER PROPERTIES WIN 30 X 30 SHAKE INSTR . # 8806763 w \. EINSTEIN HOT SHOTS PARCEL 31 z _ `' P RCEL 3C) p MUST f BROS. PARCEL 29 ��> NSOLIDATED MIATHES FAMIL''f' LIMITED PA RT�JER � HIP , F� s�� BAGELS �JRW CORPORATIO- f ,] pR(� �� I ��TS , i �j BOOS/ 34 .x , PAGE 42 � R3-7(R) \ �i �) n��, Z APP, 50' EXI�IG R/W 30" X 30• Certified By I S . # B Z) PEA,'_ E 4j SCALE:1 a 1000' Sheet No. CARMEL DRIVE PLAN A " -4 S C116 CALE: 1 "=20' { r1 of sa Sheets 'DON'T DIG BLIND• Fie No. 'IT'5 THE LAW' 97642 - 4" x S" X 3 1,/8" PAVERS SEE PLAN 10' FIBROUS REINFORCED COt,,CRETE FACE OF CURB FOR PATTERN. PAVEMENT W/BROOM FINISH TACK COAT DIMENSION PER TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE �- 1° SAND PAVER ErTING BED FINISH GRADE SITE LAYOUT PLAN 1/8" WIDE, MIN. 1 " PAVEMENT W/BROOM FINISH & CONTROL KEYWAY CONSTPUCTION JOINT (NUT I " SURFACE COURSE (# 1 2 INDCT) DEPTH JTS. @ 10'-0" 0 C. MAX. & EXP. 1 i DEPTH J iNT >EALANT nN RE'J'D ADJACENT TO ASPHALT) 6" 6" 18" JTS. @ 40'-0" 0 C. MAX. 5'-n' TYP 1; THE E,:PAN;I ;N ,OIr,T MATERIAL_ v BINDER .,OURSE (#9 NDOT) -- -_ NEW �B IT'JMINouS SURFAr E � COMPOUND -- r _1 _ T I S PALLING SEE DETAIL 6 F � AH WF�BR�?us 1 0 CREATIVE CONCRETE PAVING , MIN. COMPOUND l n�IRSE 1 1 B) 6' STOJE BAS # 3 NDI ) „P SLOPE 1/4"/FOOT RE'NF�RI,ING EXI STING PAVE MENT SURFACE W/FIBROUS REINFORCING ASPHALT P VMT 3" 04 MIN. TOPSOIL R N Co 1-1 — COMPACTED & WELL NOTE: CONTROL JTS. & DRAINED SUBSOIL ;_ .u 1 ri DIMENSIONS s � .� EXPANSION JTS SPACING I MAY VARY H 1 { FILL WITH CONCRETE's:= + -'_• ?;A, f )f L _2r'wEEPHOLES � 1F' o � � *� ABOVE RE MAXIMUM. SEE CONCRETE FILL AS REO D PLANS FOR AN VA ASPHALT SURFAI,E � �iMPA'T ^1 `'RA F�iR DRIVE CONSTRUCTION �. x � « -�, `qtr�;, q4 ."E�:�l,i ::•.., ,: ., nl. ,., �; ry p °.Ypa r,<J —f ' s b r_p , A^ , ASPHALT PAVEMENT TYPE 'A 15 APPROVED BACKFILL '' l ED JB DE G E �= �. T f,. ' � � ti "� x `to�x �, '' °-�.> Y VARIATIONS 4' MIN COMPACTED AG,RELATE BASE PAVEMENT SUBDRAIN 't ? :.t t, 1a¢ *f y r 7 " y raid #°q R I C f"' r / EITHER INDICATED OR IMPLIED. x (PARKIN(, L'�T AREAS) / 24' 4" COMPACTED AGGREGATE BASE PAVER WALK Q@' DRIVEWAYS 27 r 4" CONCRETE SLAB DETAIL - 1 CSOArchitects COMPACTED SUBGRADE Engineers&lnterlorS i� 117 �_,_&-)MPACTED 7' COMPACTED AGGREGATE BASE r—TALK CiJAT '' C 1 1 7 SUBGRADE 1 " SURFACE COURSE (# 12 ND(DT) FIBROUS REINFORCED CONCRETE - CREATIVE CONCRETE STREET - BINDER BOURSE (#9 '�]DI�T) CONCRETE CURB & GUTTER °° Keystone °ss'ng °yr;s * �` 08 Indianapolis, Indiana 46240 ° r z Cl 1 7 EXPANSION JT. SEE CONTR JT. EE 317848 7800 CROSSING PAVEMENT _ 4 STONE BASE (#v� IPJDnT, _ _ �4DETAIL DETAIL FAx 317 574 0957 a 1/2 DEPTH JOINT r a, q� D 04 01 -t1�LANT J 4" X X 2 1%4' PAV SEE PLAN 4 CONCRETE WAL-� %2" 1 t 7 �� ST(=1NE BASE t li'JDOT --' SEE DETAIL 01 !C i 1 ? THK ExPArJS'�G1� J�,INT MATERIAL FOR PA E AVER � #- ) C 1 1 4� C 1 1 4,' RN 1 �� Architecture 1 /4" R APPLIED ANTI- SAND R ,ET?INS ��En 6" CONCRETE SLAB w 'FIBROUS - REINFORCING COMPACTED &_ WELL � Engineering TOOLED EDGE — SPALLING COMPOUND Land Flaming b SLOPE 1 " ,F�, r 4" x 8" x 3 1/4" PAVERS SEE PLAN DRAINED SUBSOIL Historic Architecture / DO, (MAk,) - SEE DETAIL 25/C 1 t T Architecture FOR PATTERN / � 1 1 / RADIUS h TOOLED Landscape Arc 3/4" ROLLED BITUMINI US SETTIrJG BED » » / Interior Design FIN. GRADE ROUND EDGE BRUSH FINISH ACROSS Space Planning a 'J' TC ► NEOPRENE MODIFIED ASPHALT ADHESIVE ASPHALT PAVEMENT TYPE B 16 3;t; 1� MEET EXISTING PAVEMENT ELEV ✓ VM TED RAVEL ON Na D) - r . � _• Y ",� , , � (PRIVATE DRIVES T WISE �. -• . , .�. � ,, -- - � _ _ z OTHER 4 MIN COMPACTED AG,RELATE BASE � 17 STEEL TROWEL FINISH COMPACTED SUBGRADE _ -- __ • . , COMPACTED r � d• q�;�` J T ACK� GAT - scope Dra�RAMP LLNf TH PER PLA"J ,UB-aADE 4 3 STONE BASE #53 ND"IT) 1 -URFACE LOURS E # 1 I BIN J I BINDER COURSE (#�� NDOT) _f ., -�, 90' UNLESS PAVER RAMP/TACTILE WARNING DETAIL tom- � �� 4" STONE BASE (#2 INDICT) OTHERWISE INDICATED ,_ 7 ; , �_ _ -' ' 4" BASE LOUR SE (#5 IND�:)T) o _ D �µ_I7 - •- Revisions 117 --- OMPACTED & WELL k ,J 8y 4" STONE BASE (#53 INDCT) SIDEWALK PLAN DETAIL DRAINED SUBSOIL ;` d�.,��': ,:_� r"= 02 ,rt,1�'�- STONE BASE (#2 iNDOT) C 1 17 PAVER PAVEMENT ADJACENT TO ------- _. r__ y 6' FIBROUS REINFORCED CONCRETE 4.. X 8'. X 2 1 EXISTING ASPHALT PAVEMENT DPAiN D S & WELL 4 °'�ER� `_EE �'aN DRAINED S�BS��IL 6 CONC . CURB DETAIL F��R PATTERN �5 09 , SAND .qVE -,ETTIlv-1 QED, 0117 � TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE ASPHALT PAVEMENT TYPE "C " 17 Cl 17 1/8" WIDE, MIN. PAVEMENT W BROOM FINISH 1 - 1 8" DEPTH CONTROL JTS. 12'-0" O.C. MAX. � 4' x8' X3 1 /8 'PAVERS. SEE PLAN Fc�R PATTERN _ (-- 1 1 7 / & EXP. JTS. � 40'--0" O.C. MAX. NEOPRENE MODIFIED ASPHALT ADHESIVE (CARMEL DRIVE) APPLIED ANTI SPALLING 4 1/2" COMPOUND SEE DETAIL 04 r wEEPH?_ES Date Drawn By Checked By t6 � P � • -z '4 ROLLED BITUMIN� >iJ SETTING BED FINISH GRADE •.� - NO GUTTER IN CURB, 10' FIBRU(.JS REINF()PCED CONCRETE T- �`° °'`-° PAVEMENT W '" R� ( M FINISH C'1 17 KM BD - d • � t3 J � � � SLOPE AWAY FROM ` TOP So CURB NOTE: CONTROL JTS. & 6/�/� KEYWAr CONSTRUCTION JOINT (NOT H,TT ASPHALT suRFAcE r12 IrJDOT) ASPHALT . . EXPANSION JTS. SPACING ^nNCRETE W ER;,; 'S �E!NF PCIN; -c REO�D ADJACEN I TO ASPHALT) PVMT. MAY VARY. THE DIMENSIONS �( MPACTED AG ,RELATE BASE `>3 INDOT 2' - wCUT --- a N- > 1 ARIES 2' jA , ��;�= ?,� .x +�+ -��-4�� ABOVE ARE MAXIMUM. SEE nMPACTED Sue RASE . , - 10' CREATIVE CONCRETE PAVING _ E W/FIBROUS REINFORCING - �-rAcK COAT (° P FOR AN RI TI N LANs R Y VE A 0 S -" r °� °� EITHER INDICATED OR IMPLIED. 5 -G TYP �' T �`F W WA H 1 a �� X'T ASPHALT ' ,ET �P °,E L B-,VE I E G 4' COMPACTED AGGREGATE BASE PAVEMENT 6 4 0 ) LAWN ` L o� SLOPE , 4"/FOOT Tt�P'�cjlL AND -DIED LAWN NEW CuRB GUTTER .� a a -� r � ¢� 6 " CONCRETE SLAB DETAIL / i �o A HALT B sE `: _ COMPACTE 03 MIN - - - _ ° _ - C:�M TED s s � . - Ac '�+ _ ?:•-, .?' Y :. g; ._ r. : .: r,f. ....15� r ;f` •y �n, ..�, 74 ill --- t 1 / .38- I HrT ;P A r P � D SUBSOIL 3' STONE BAS - - EINFO ED -_;._� , �• • .. _ r: 8 tea . 3 NDO PRIME " `Ar ' s•.' B KF.LL - CONCRETE l#5 T)E , . :r ,,� •_. , �. ,• •�;,�, I F I B R _ , , r• it .C`!1y 1 y NONE BASE :OMPACTED �•i :.°'.. �' COMPACTED GRANULAR BACKFILL IN ,T STONE •��.. r �----- (#2 D� ) #53 S J E 'r' ROLL CONC . CURB DETAIL 10 .�''*••�"•'• •• . . �- SELF LEVELING —� J C 1 1 7 SEALANT �•'-� PAVER WALKC� PLANT BEDS 29 � r _ - � 1 /2 PREFORMED COMPACTED ED SUBGRADE CUT PAVEMENT REPAIR 18 EXPANSION JT, ill EXTEND JT. MATERIAL CREATIVE CONCRETE STREET C117 a TO BOTTOM OF PVMT Q CONC. PVMT. _ I, CROSSING PAVEMENT 26 6" CONC, CURB Cl 17 , W; RUBBED FINISH 2'-0 w w 4G' HALF R/W LINE � CURB ,- 1 " #1 2 ASPHALT SURFACE 48' PROPOSED U HALF R/W LINE 88' PROPOSED R j'W / • EXPANSION JOINT DETAIL 04 u � ASURVE'T CARMEL DRIB r 1 50 VARIES LIr ") z 75' 2.75' 31 75' 2 00' 5.00' _ • Cl 17 O / SLOPE VARIES / - 1 j8"/FT MIN. --� KEYWAY �\ \ PER DETAIL O1 /C ' 1 7 / APPLIED ANTI SPALLING 1• 6" FIBROUS REINFORCED CONCRETE Q �YISTING PAVEMENT T, REMAIN, PREPARE CONCRETE CENTER CURB JVELL C�MPACTED PAVEMENT W/BROOM FINISH \ - �� - 4" CREATIVE CONC. PAVING ON < COMPOUND ANC' TA��k. C�:1AT \ 4" COMPACTED AG''R SAT � _�BGRAD� E� E (#53) A T NEW ASPHALT PAVEMENT � i'0'�D MILL ASPHALT & WEDS F AS RE'O D I,J ALLOW y CURB PER DETAIL 08/C 1 1 , ` 1 NEW SUPFA(_E ?1- MEET E' TG 'JuTTER PER DETAIL 1 -; C 1 1 7 CURB END TAPER DETAIL SUBDRAIN PER DETAIL 03/C 1 18 NOTE: JOINT TYPES & LOCATIONS C 1 1 7. •� • VARY PER PLAN CARMEL DRIVE C (STA. — - ^ : r . . 0 cir,ROSS SECTION 45 + 26 . 9'7 STA. 46 + 30 . '76 END PROJECT • ' _i . _ _tF � C 1 17 rJEw 1" ASPHALT SURFACE (t 2) SLOPE 1/4" AWAY FROM CURB A_ 4r' EYISIIN�:; HALF R/W LINE ' ASPHALT SUPFAC E 48' PROPOSED / ! FIBER REINFORCED CONCRETE W/BROOM IN SH & CONTROL JOINTS 0 5' 0 C. � � HALF R/W !-iNE 88' PR�POSED R jW _ _ MP AGGREGATE VARIES PER PLAN 6' g• 53 COMPACTED ED B SE �^� v-; S O _ �J . � ,� -�- - _ - - - `-- COMPACTED SUBGRADEC T A 5 IJ n� z R✓E r �Jr 3 5' 9 50' 4.50' 1 'S 5 ;i0 d MP TURN LANE � � -- SLOPE VARIE ON JOINT CONSTRUCTI 0 DETAIL �\� ��SDEWALK ATi`vE " :;��C F'AVIPJG / DETAIL J �_ , . 7 Cl 7 � \ FER D I �' L_CONCRETE FILL AS REO'D �- 4" THK. CREATIVE CONCRETE-TI �� '1 CONCRETE CENTER C,l 'RB \ 1 � t �-E , ��I �uLvEM�t1 T aEMAIPi, RREPARE D �R �- 4' REATIVE CONC. PAVING ON PAVEMENT N 4 LMPACTEL> �� AND TArL _OAT FOR CURB CONSTRUCTION W/FIBROUS REINFORCING ATE #53i NEW ASPHALT PAVEMENT -� \ 4" COMPACTED AUG,-�EGATE (#53) T - - I' —EXISTING PAVEMENT SURFACE 4" COMPACTED AGGREGATE BASE (#53) _ #9 ASPHA� BINDER IVFD� NG AND LEVELING BOURSE PER DETAIL 1 7/C 1 1 7 —CURB PER DETAIL 08/C 1 1 7 COMPACTED SUBGRADE 7. WHERE I�DILATED B'r _SOT ELE✓hTICNS 6" 1 1/2' RADIUS, RUBBED FINISH f� SUBDRAIN PER DETAIL 03/C t 1 8 3" MIN. TOPSOIL � ROUGHENED SURFACE FOR CURB ADHESION � ,--�0 CARMEL DRIVE CROSS SECTION (STA. 43 + 12 .01 — STA. 44+ 69 .42 LINE "C ") -o CENTER CURB DETAIL , 2 -- / 4 BAR STIRRUPS ® 24" OC 0 1 1 7 0 1 1 7 APPLIED ANTI SPALLING c0 .. COMPOUND . f+ 48' PP �P�-''='ED - 1 " # 1 ASPHALT SI�PFACE 48' PROPOSED - - F P; JV 'LIME % HALF R �W LINE _ -- -' 6" FIBROUS REINFORCED CONCRETE / '96' PP(�PVSED R/VV r � PAVEMENT W BROOM FINISH J i ` �-NSW t" ASPHALT SURFACE (12) � � / J 0�0' 5 00' 5.00' 1 .50' (T'fP ) FIBER REINFORCED CONCRETE W/BROOM FINISH & CONTROL JOINTS ® 5' O.C. _ CIO CARMEL URINE SLOPE VARIES _ SET CREATIVE CONC. 1/4" HIGH r j � /H"/FT MIN - - - TO ALLOW FOR SETTLEMENTn� �Y� �, p (SURVE LINE 1 ��Y ,� � NOTE: JOINT TYPES THROUGH CURB of vAq C _-1-—_ -. - - TO MATCH PAVEMENT, SIDEWALK 2• � \, _ `-PER DETAIL O 1 /C 1 17 1 3'----- \ E'� 'STIr4`G FAVEMENT T(-; REMAIN, PREPARE ` \ #53 COMPACTED AGGREGATE BASE A� JD T,(_K COAT � t \_ �_. COMP GREENSTRIP _•. ACTED SUBGRADE �►+ co �_( - CURB DETAIL #9 ASPHALT BIP�uER SPOT F1E EVAT� NSELIEXTE(EXTENTS: � �JB RB PER DETAIL 08/C1 i 7 � WHERE INP!f_-. TED BY CARMEL DRIVE CROSS SECTION STA 34+ �0 STA. 40+40) DRAIN PER DETAIL 03/C 1 18 - APPROX. __ - - --__ _ . .�._ �. _ .�: �- • Cl 17 _ FOR CURB CONSTRUCTION 4' THK CREATIVE CONCRETE i ION (STA. 34 + 76 .42 — STA. 40 + 40 . 78 LINE "C ") 21 CONCRETE FILL AS REO'D BETE PAVEMENT 0 1 1 7 L EXISTING PAVEMENT SURFACE W/FIBROUS REINFORCING 4C E x IS T`"C, HALF R/W L!NE - t " #� 12 A S P H A L T SURFACE 48' PROPOSED COMPACTED SUBGRADE-1 4" COMPACTED AGGREGATE BASE (#53) 88' PROPOSED R/W HALF Rj W LINE 4 t.� _ 5 00 _ 6 00 Zoo' ; 22.50 34.50 2.00' 500' 500' 1 .5o' (TYP > 1 " MEDIAN PAVEMENT DELINEATION 13 " 6" 1 1/2" RADIUS, RUBBED FINISH MIN. TOPSOIL SLOPE VARIES `Cl 171, 1" ASPHALT SURFACE COURSE CAR��IEL DRIVE 1 /8"/FT MIN. k• MEET EXISTING PAVEMENT (SURVE'r LINE "C") SIDEWALK Certified BY PER DETAIL 01/Cl 1 7 FILL w/CONCRETE AS REO'D `-EXISTING PAVEMENT TO REMAIN, PREPARE AND TACK COAT �� GREENSTRIP FOR CURB CONSTRUCTION Y #9 ASPHALT BINDER WEDGING AND LEVELING COURSE CURB PER DETAIL 08/C 1 1 7 WHERE INDICATED BY SPOT ELEVATIONS SUBDRAIN PER DETAIL 03/C 1 18 CARMEL DRIVE CROSS SECTION (STA. 32 + 55. 16 — STA. 33 + 74. 50 LINE "C ") 22 APPROVED BACKFILL 6" x 18" FIBROUS REINFORCED CONCRETE Cl 7 1 COMPACTED SUBGRADE START 48' PROPOSED HALF CURB PAVEMENT REPAIR ( 07 R/W LINE (STA. 29+32.40) � F SLOPE 1"/FOOT Cl 17,1 TS 4C•' E? ISTING HALF R/W LINE -- 1 " # 12 ASPHALT SURFACE 40' EXISTING HALF R/W LINE �, c�..: TRANSITION TO MATCH CURB PROFILE~ 80 R/W 4 50' " r 0 6 00 J0' 50 T';P 10.00 5.00 .50 MIN c 22.50' , � �. � f << X00 0 _ - - - -• - - - _ _ 1 � /13 , (VARIES) (VARIES) (VARIES AT EXECUTIVE DRIVE TAPER 1 8" FT MIN. �- � - TE PAVING !_. `I SIM. C1 17i I _ SLOPE VARIES _ - E / / CREATIVE E PANS ION JOINT ; o Sheet No. -- - -_ (SURVEY LINE "C - � SIDEWALK - .. • r �- I --I EXISTING PAVEMENT TO REMAIN, PREPARE PER DETAIL O 1/C 1 1 7 �. \\ AND TACK COAT '--GREENSTRIP #9 ASPHALT BINDER WEDGING AND LEVELING COURSE \ 18 of 38 Sheets -CURB PER DETAIL 08/C 1 17 WHERE INDiCATED BY SPOT ELEVATIONS (EXTENTS = APPROX. BETWEEN STA. 12+50 TO STA 30+40) `-SUBDRAIN PER DETAIL 03/C118 CENTER CURB END TAPE Fi.No. _ „ R 14 'DON'T DIG BLIND CARMEL DRIVE CROSS SECTION (STA. 13 + 24 . 81 — STA. 31 + 50 . 03 LINE C ) 23 0117 -IT'S THE LAW' 97642 0117 < ,<•� .T .�< NEENAH P3040 CURB EDGE OF PVMT, CURB, GUTTER, INLET W/TYPE V GRATE OR STRUCTURE IN PUBLIC R/W CONC. CURB & 1 " RADIUS CURB PVMT. MIN. OF 6" TOP SOIL TO BOX OR EQUAL OR SIMILAR 5' OR LESS PVMT. STRUCTURE IN ENSURE GRASS GROWTH GRADE R PUBLIC THE W CURB INLET �,, / ' DEPTH OF BEDDING --D+ 6" (MIN)MATER. BELOW BELOW PIPE --- - � - - - � x_25 Bc+-1'2� "IRE DIA. d ("MIN )I I -I P F t °�° #4 REBAR (9 MJP1 27' & SMALLER 3 ---SET GRATE 1/4" BELOW 12" O.C. 30 To 60• _ 4 SURFACE OF CONCRETE. WV LACE FILTER FABRIC BOTH WAYS __ .__ _ -LARGER rch tests - � A >s 6 ! Engineers&Interiors r 1 -O` _ . -- -- - - - BENEATH SAND BA�;S �� x j w REGULAR BACKFILL UNLESS UNDER PAVEMENT, 9100 Keystone Crossing i 4 BC „B" L. BORROW OR UIV. Suite 200 EQ 2 1 2 Indianapolis, Indiana 46240 GRANULAR MATER' / -- - / 317 848.7800 COMPACTED TO 95% GRATE DEPTH FAX 317 c74,0957 F� GAPS BETWEEN BAGS ! STD. PROCTOR DENSITY '- 1/2" - - ( HIGH SLUMP -- --- - D - 1/� MESH CALV. HARD- I � Architecture ACTS AS SPILLWAY 24" So . WARE CLOTH VARMENT EQ, Bc EQ. CONCRETE ALL PAVED AREA INLETS SHALROUGH Engineering r-- - + +- Land Planning ring L BE PROTECTED STOP SUBDRAIN SHAPE Historic Architecture , WITH SANDBAGS UNTIL VEGETATION IS SECURE _36 S0 FILL W/ CONC. & WITHIN 5 OF EDGE OF PVMT. 3' MIN, TRENCH Landscape Architecture WARP TO MEET INVERT Design INLET PROTECTION DETAIL NOTE: 1 ALL INTITAL BACKFILL SHALL BE PLA�JED IN 6" AT SPRINGLIKE -- Space Planning AFTER PAVEMENT PLACEMENT ;3 NOTE: CONTRACTOR'S OPTION: PRECAST W/ COMPACTED LIFTS. SAME REINFORCING. (INDOT TYPE "M") �. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED SLOTTED CMP DRAIN C 1 18 W/ B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1 '-0" O1 CURB INLET TYPE 2 DETAIL 0-9 ABOVE PIPE. •,;`S C1 18,i scope _ • C 18 ; 3. A MIN, 9" OF CLEARANCE SHALL BE PROVIDED ON Drawings . - _ EACH SIDE OF THE INSTALLED PIPE, RCP PIPE BEDDING & BACKFILL DETAIL 05 Revisions: C 1 18 —_ 1 1 /2"X 1 1 /2"X 24 " LONG 12" PIPE �— WOOD LATH TO SECURE TO - STAKES �- 36" WIDE NON-WOVEN /--NEENAH R3246 C+FRB POLYPROPYLENE GE! INLET W/TYPE V GRATE i DTEXTILE & 1 " RADIUS CURB 7GALVAZED FABRIC (4.5 O L/S O '!ARD) CONC. CURB BOX OR E�DUAL PVMT. GRADE y� MAINTAIN BY REMOVIN,; �� PVMT.DC!'vVN SL(:PE Q �UMULATED SILT> 6 #4 REBAR q M N. OF 6" TOP SOIL TO Date Drawn By Checked By L �!T �_ONTINUCU� TRENCH, � GREATER 12 O-C EN�U, E GRASS GROWTH T(� 8" DEEP & rJSEPT LOSE _ R 6/30/00 KM Bp --- END OF FABRII BACKFILL BOTH WAYS THAN 5' / 1 / Wi" EXCAVATED MATERIAL & w Q __-_- COMpACT DEPTH OF BEDDING 6 24" 6" > MATER BELOW PIPE ] .25 B� PIPE DIA. d (MIN ) -• - - 2' -� 2"X 36�� LONG HARDWOOD �n` - � - - _-- -- _-- EDGE OF PVMT., MIN, 27' & SMALLER 3 STAKES W; ONE END - - 1 j2" MESH CALV. HARD- CURB, GUTTER 3o Ta 6o a PLAN SHARPENED & SPACED 5'-0" 0.C. � OR SIMILAR � �. : . 66' S LARGER 6 36" X 24' WARE CLOTH VARMENT - -- ��. STOP 0 SUBDRAIN STRUCTURE IN • SILT FENCE DETAIL 48" X 36° ` THE PUBLIC R/W REGULAR, BACKFILL 0 REINFORCED 1 4 - - �� FILL W/ CONC.N C. & �---------- ---- _- - - 0118 WARP TO MEET INVERT "B" BORROW OR ECUIV EDGE - - 2 1/2 1/6 Bc - GRANULAR MATER'L ��P' NOTE: CONTRACTOR'S OPTION: PRECAST W/ d COMPACTED TO 95% SAME REINFORCING. (INDOT TYPE "J' ) , - - STD. PROCTOR DENSITY Bc ( / W C) CURB INLET TYPE 1 DETAIL 10 r GREATER THAN 5' FROM EDGE OF PVMT. - W NOTE C 1 18 C� -- --- TOE PLATE Q START BLANr ET AT TOP OF SWALE AND NOTE: 1 ALL INTITAL BACKFILL SHALL BE PLACED IN 6" r-_ _ - - -- EXTENSION ROLL IN THE DIRE„TI��N OF THE WATER FLOW COMPACTED LIFTS. END ELEVATION CROSS SECTION � W IN THE SWALE. REFER TO MANLIFACTUREP'S 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED RECOMMENDATIr-1NS FJf? NArJNEL PLACEMENT W/ "B” BORROW TO BOTTOM OF BASE, ALL OTHER AND STAPLE PATTERNS AREAS SHALL HAVE "B" BORROW BACKFILL TO 1 '-0" CO VARIES GRADE ABOVE PIPE. ' ' (NEW OR EXISTING) 3 A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON CMP END SECTION 02 3.25' 3 5' EACH SIDE OF THE INSTALLED PIPE C118 , W NEENAH INLET RCP PIPE W BUTTER INLET / =;UAL BF_ DDING & BACKFILL DETAIL 5 PVMT - 'MT --� �, � Jr_EGED D � �,RAG�- E AN- E T STRAW ,�U Lk-H �� '� C1 1G MAX E 3 1 SLOP 4 PEBA.R I. •YT�. AMERI� �+N � #4 OC ?EE': Cl;- E'.'_AL BOTH WAYS EROSION CONTROL MATTING DETAIL FOR TYPICAL SWALE - o - 6 X '4'' � 1 /2" MESH CALV. HARD- 3 TOP OF SUBGRADE FOR - \ WARE CLOTH VARMENT STOP SUBDRAIN TPOWELED FINISH PVMT. AGGREGATE 48" X. 36" CONC. v % — FINISH GRADE FILTER FABRIC, —a i WARP TO MEET INVERT LAP 6" & STAPLE � D ' / " c NEENAH R-19'6 INSPEI TION Z My 75 COO') AP ''LAt�TING IT �l� J��T�� COdTRACI -'�R'� i�PT10N: PRECAST W/ FRAME w; BOLTED LID 2 -3 OF 'LAY OP;OIL AME REINFC`R�!NG i INDOT TYPE "A„) OR EQUAL. R'J 'R T,j MULI_HII�J�; z `�o — 6” DIA. CORRUGATED � - d R Q Q PERFORATED PLASTiC PIPE CLEANOUT W �, 3A - �� . LArL�? : HEDDED GUTTER INLET DETAIL (n _ / _D MULCH 1 . - -�,TL H Hf T ,.,,� AR� Vv �(', M — CONC ENCASEMENT � Fxl INS G aD ti" Jt. C118 z #8 COARSE AGGREGATE �• - � Q nl � 7 A NETELS ER's -- �'� . — IZF R J r4 p, T 0 ^PIr E5 t �� IN:' A' - ? CAST IRON PIpE WELL COMPACTED SUBSOIL O �-. EA "�, SA ^EP v ,♦ - . � a" 14" � 12" — CAST IRON �E� XE � / �� -`' TFf NN PAVEMENT SUBDRAIN DETAIL 03- o S� �� F. T �E °� 1 i IT J A EP' ELE. TC 3GIL ACk \ M� - _ _ _ _ _ - U '-At. 'EC C RF N- � �- 2x , W,),L _ -,KE _ - � C 1 18 STRAW -3AL ,ET Et E- R I� I� �- RACE ---- SEWER MATERIAL & SLOPE AFT�_R ,E' V B III. - - �� , ,�A Ep r-A�,� �,, L ��W _ C0 --_� �� BEND AS SHOWN ON PLAN �! ► III --- STORM C : T �L P .lA NT j NCB DE';, _k1 L_ _ _ F , •. �� SEWER CLEANOUT DETAIL 07 GREATER MIN. OF 6" TOP SOIL � _ t o t A ' =—j j II - - - _ TO ENSURE GRASS C 1 , 8 THAN 5 GROWTH Oti ACTLJt ° I�B 'AIL STORM INLET STF'JCTUpE --- - 01 EDGE OF PVMT , i .25 Bc+-1.2'. _ - A iF F c_ TL. : E �TPAW BEL S _ a RT KE GUTTER MIN : Apr. SRI 4 - - R _T� OR SIMILAR Br,r i ` r� KE� A R �rJD IL LALL ��I_JN[,��ON IRE -> E I A - � � N STRUCTURE IN '• e - THE PUBLIC R W - 1 � � �t J0� N _ u �TH� / s' y • 12" MIN, T N N REGULAR BACKFILL ' T; , " I( L0 US TNT ='LA _ SECTION A PLAN P . _ D ,J L *JD :_ATM_ — ,-- NEEt. P- 72 -A EV -OH INLET SEDIMENT FILTER DETAIL 12 E- - .. '�V I �� r:, _ri ;R f'�._�E -�, W/ � r P� B _11D L OR EQUAL. �i - R TAB r TS C 1 18 PVMT_ UNLESS SHOWN 8" CRUSHED STONE OR - --- - �R >IKES __ OTHERWISE APPROVED EQUIV, CLASS 4 _--__ 1 BEDDING MATERIAL �^-- HAND TAMPED OR WALKED r Bc I AIJLISTMENT RING �� INTO PLACE --• - Certified By F( CENTRIC CONE ,P CC,)NCENTRIC / DONE *o GREATER THAN 5' FROM EDGE OF PVMT. - POL'i PROPYLENE CI NOTE: 1 . ALL INITIAL BACKFILL SHALL BE PLACED IN 6" c IING 'C I PLASTIC STEPS W o r , S L = KFILL "J BE SL \ z z TO 12" COMPACTED LIFTS. D SAC. L! T� C & ' )7. BA, FILL Y + U-, a 48" DIA. PRECAST )ED "0 REVENI CONC MANHOLE �='° - 2. UNDER PVMT, AREAS, TRENCH TO BE BACKFILLED 48 ? <v ° _ W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER M L r TT'._EM; NT STORM PIPE W O > w AREAS SHALL HAVE "B" BORROW BACKFILL TO 1 '-0" I Un ABOVE PIPE. 6'X 6'X 8" C6X6 + QD 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON FOOTING VII/ 6X6 �� w 10/10 W.W.F. W/ -_ �� - Q EACH SIDE OF THE INSTALLED PIPE. #4 REBAR 12" �' (r?L B 'LANTING DETAIL O.0 BOTH WAYS, PIPE (PVC & HDPE 1 1 OP "RECAST--m-�__ __ Certified By MAX - BEDDING & BACKFILL DETAI 04 D' 00 C118 ' - FILL W/ CONC & WARP TO MEET INVERT Sheet No. MANHOLE DETAIL ,g C 1 1 8; -4 , 18 19 of 38 sheets 'DON'T DIG BLIND File No. 'IT'S THE LAW' 97642 t r r" : - -' —__ i i r SPEED'! LANE RIGHT ,ANA STOP! LIMIT i•; MUST , f f N RIGH I _:. ------- - ------ —.__ , r CSOArchitects E n gl s eriors f .r _,' ✓ F A`�;Fc �. JL I ,�r r. ri a��: i F A E WALE _.� � 4r a t... .N::: :,.... "8(110 5, Architecture Engineering Historic - - EN,- r rE _ I�' ? - -z��_ -_� Architecture k Landscape Ar Interior De81¢1 E E D E TAIL t?P C 1.7. --- �`' `- -- _ -.. Space Planning Scope ' r.—�.+ .r�M : .. r,r. J. wry,,, •., ,,,, ,,, — .. .. Drawings " T Tr T ( r11h.Ti1 \_I .1 J L� 1 1r.1 Revisions: U 10/31/00 CD ; _4- C-►- =-..1 w.�THl =ElrJ( r -t ��I J It---- - - fig'-{�' � 3• ,. .. -i � -r - --- _ P Date Drawn By Checked By 4 E_ !E`t'AIL s /30/00 KIRT BD PLAN ` I , ' + iN P T r i`✓ "TF EL 6OLLAPD ',;�L_h J HE DETAIL O2, t_.11. ..SI T".... c7. _li-, E r _ �► T 7 -- 7 77 _ .a.. - . . . r.i.may Q . .;.... ... Yew+ ... } } a � _ W 0 0, q it J1, -.. ,.. i RP[0 SLPPDRT PIER, % / I 'l 1 BE[-Ow AT T'rP __y :,� � � • I � - F' R ��POSED 48 ' 1 /2 POW \ � ;r: SECTION -- MIJ -� _ _- Z ry GATEWAY AY LAY OUT .PLAN t - r lI _ - r p -- Cq el _ a� - r � f ; F1 4 F ry , ?4 � 4 �5 EA NAY t •, � r ,+ r 't h l+ �y _ • 5 F f I I r I r C - I _ , V fJ v �fi��F J s ar�� a�t _> � E - LA"1T11%,(1 4I'EA z � fir' � _ 0125 -EE= PI 14'T'r`, P! a'J -' i � � h _ r-) � - - - i �� J011'J �� )1F) v Certffied By 012-5 4,-4' OA C LJ_�,, , d �'!EP F _� �� , F 4 _ z _ - (�IiY - - - �f -A[ - - - _ -C 2- 1 � a n i Certfred By I I � it I Sheet No -7 P u C119 - _ 1 j ` 1 (l , �� 1 r.�� , ' 1 1 '; 1�/ r l-' \.l 20 of 32 sheets [[� 1 j } T T Y f 3 � � . ' - • ��. , , .� � , ''�r�; 'T Fie No - Zfl L �!� DiCa E �IND' "IT S Try LA"VV- 9 642 i mommommomm 02 M �<< IarZkE r a' 4 Z LANDSCAPE PLANTING AREA ! -- -- - - J 13 a , _ !� C�OArch�tects SEE PLAN �IN�, PLAN, ' _. : -'�- u r =� CENTER r $PEED�I LANE (RIGHT LANE] /4,.t ` i LIMIT MUST I' -9 BRICK SUPPORT PIER _ �sTOP' z �y iI Engineers&In ri r BELOW SEAT, TYP r . . _ . - to o S 8 t _ 3 0 � !TURN RIGHT.' 1 3�8t 7 -6"y �, 6„� - L —� s _ �LY L 100 Keystone Crossing - BRICK PIER TYP. - - 70 1 3/8,.� 7'- ,8�. "-9 1 /4” a 9 t a� 1 3 f t ,_ SEE DETAILS 01 /C125, o +1 ' Suite 200 rr aNn `BaFF C Indianapolis, Indiana 46240 02/C125 AND 03/C125 I 00 t . o 317.848.7800 _ _ aG z u� A_ "" E3� JJi` FAX 3 t 7 574.0957 rj 0. o ' ,4 T a ,A a, Y I 1 _ Q _`A _- co co 1 I o % 2�-0 CONCRETE BAND q,. M, `1, DI_1�ik Architecture FE+K G F F Engineering T �� _ F Land Planning \ 85 9 ? " A` Historic Architecture Landscape Architecture l I jInterior Design D � i Space Planning BOLLARD, SEE SPECS t 2' CURB AND GUTTER, _ • % SEE DETAIL 08/C1 1 7 � Y -- / Scope - Drawings 7 6, CREATIVE CONCRETE PAVING ► a SEE DETAIL 24iC117 TIP. a - CONCRETE PAVER WALK SEE DETAIL, 29/ C117 / Revisions: C'J -, 2' ��ONCPETF STREET SIGNAGE DETAILS 01 BAND ( T�P � r► ..�.. / C119 ■�. . �, ,,, .,r„� � 0 Q 4,-0, L'-0 1 2' -0" 2'-0 2,-0. Date Drawn By Checked By r 13'_;; ' LINE 6/30/00 KM BO 1' CONCRETE BAND (TYP ) � - CREATIVE CONCRETE PAVING FOOTING SCHEDULE SEE DETAIL 24/C117 f FDN. MARK SIZE REINF. F4.5 4'-6"X 4'-6"X 14" 4 #5 EA. WAY Ida O F6.0 6'-0"x6'-0"x 16" 6 #5 EA. WAY Q Q' D �/ I DRIVE F7.Ox10.0 7'-0'x10'-0'x18" 8 KSx 9'-6" LG. WAY CAR "� E ` 1 1#5X 6'-6" SHORT WAY w LANDSCAPE PLANTING AREA F8.0 8'-0"x8'-0"x18" 9#5 EA. WAY ,> O F4S SEE PLANTING PLAN, C113 _ � w CONCRETE PAVER WALK SEE DETAIL, 29/C117 7 T vP w BOLLARD. SEE SPEC' I;PB Ar,ily, t.IITTER, SEE DETAIL / ' K +~ L 0 11i - ------- T � DRIVE APRON - --- -- o 04 i 119 O u� . F7 0x10 0 r 4 h C, _ i F 1 - z 1 t_A�T `TONE COPING U�EaT 7 ,---•� ()IiWEL � AID ',;NII+,A PAr-K REi10!PFD F- r c=AST STr�NE SIJPPL!ER— - FACE BP.!Ck. - RO`,� I OCR; COURSE ,+ 6• 6 . , i R STYLE � LADDE Y LE HC RIZ. MASONRY REINF _ 1 8" O.C- MAX VERT CD GATEWAY LAYOUT PLAN `=EINF B�f i L!ER Cl) REINF __- _ AIR- ENTRAINED _ONC. , 6w ± -DRIP R. EASED EDGGE GATEWAY FOOTING PLAN 02 - ' DRIP- ALTERNATE BID # 5 THIc�,NESS TBD BY SUPPLIER ; - c119 r ALTERNATE BID # 5 #4 CONT_ BAR (4) BEND - FACE BR;,k, EA SIDE +��F WALL; - 1 HOOK EMBEDMENT G NSTALL 6-� '!CK Wf 2F !NF PRIOR PLA��EME"JT ( )F ��NC CORE TRIMMED BRICk AS REh1UIRFD o i ' C125 BRICK SUPPORT PIER - 6" C FROM 1 COURSE BELOW GRADE co GRADE - a PAVER SIDEWALK ASSEMBLY' W/ 112" EXPANDABLE JOINT FILLER Cq,9� _ 2 a` =OLD JOINT— #4 CONT- Di::}WELS ns 12" O.C. W/ 0125 - + 0 #4 � 12" u C CONT. - AS SHOWN �' 6• 1'-0• 1'-6" - ' CONCRETE FOOTING, TOP TO 3 3 a MATCH ADJACENT PIER FOOTINGS C125 4'-4• C125 _ - - - 3 #5 CONT - ANCHOR INTO AD�J PIER FOOTINGS (TYP.) -- - 3'_0• o CIIY - OF - CARMI_ ° - co 1 2'-2* 2'-0 COMPACTED SUBGRADE TYP 2'-2" t - 8 - -- 8. CENTERED WHERE NO CAST STONE SEAT IS PRESENT - I - - - - - - - - - - Certified By - — NOTES: 1 . ALL CMU SHALL BE RUNNING BOND COURSING. 2'-6 +Y- 5'-0• EOUAL EOUAL EOUAL 3 6• 2'-6" FOR NOTES NOT OTHERWISE SHOWN SEE 1 /C125. - BRICK SUPPORT PIERS GATEWAY ELEVATION SEATWALL DETAIL 04 i 03 � ALTERNATE BID C1 1g , ,. 1119 # 5 ALTERNATE BID # 5 Cert�edey Sheet No. —— e 20 of 38 Sheet8 "DON'T DIG BLIND Fie No. 'IT'S THE LAW' 97642 i i i { Ask ROAD EIS AHEAD INDOT # XG20-2 60' X 24' INDOT # XW20-1 48' X 48' C WArc h itects PARCEL EXECUTIVE COMMONS, INC. Engineers&Interiors INSTR. / 8510515 9100 Keystone Crossing ALTERNATE Suite 200 BID /, Indionopolls, Indiana 46240 PARCEL 7 _ _ 317.848.7800 g' EXECUTIVE COMMONS, INC INSTR / 8510515 FAX ,317.5 4.0957 Architecture Q . '. T-- - -- ,-= -- _ - - Y- _T---- Engineering Land Planning Historic Archit ecture e �ure Landscape Archit ecture ure PARCEL 6 J INDPLS. Interior Design BANK ONE, INSTR / 891 8051 Space Planning i f PARCEL 5 LANDMARK DEVELOPMENT COMPANY - BOOK 245. PAGE 243 _r! r PARCEL 2 PARCEL 3 - I �.r.i/ ALTERNATE --- Drawings PARCEL 1 LANDMARK DEVELOPMENT COMPANY _ ASSET LCONSERVATION AS BARNES INVESTMENT t_CMPAN7 LANDMARK DEVELOPMENT CrJMPANY PARCEL 4 _ I Scope BOOK 295, PAGE 28 FIRST NATIONAL BANK ' 0 M1 PARCELS 20 WSTRRPRIZES, INC. EN WSTR / 9502502 BOOK 45. PAGE 243 OF MADISON CO INSTR N 8813193 CARMEL OFFICE COURT LP / 9132609 N_ INSTR / 8902203 --- ALTERNATE - ALTERNATE BID /2 810 /t % PARCEL 19 y ` ALTERNATE MILLER ENTERPRIZES, L L C - Revisions: BID /4 ALTERNATE ALTERNATE - �� INSTR / 9709744225 -- v BID /4 810 #1 --- ; 50' o c 4Q_ f r I r, AL TE — _ „ PARCEL 18 TM COOTS. HENKE do WHEELER CD BOOK 326. PAGE 495 AHEAD r ,- - INDOT # XG20-2 PARC L 1 1 • — , CARMEL RACQUET , >-- CLUB INC �C - INDOT 2 —1 • • ALTFRNAT�(1c IPDIt1ATEARR'I AI IE PLACEMENT EMENT WITH - - -- _ - 16 PAGE o Date Drawn Checked y BOOK 3 2. ALTERNAT�` PARCEL 7 7 _ 4LrCRNArE - ALTERNATE KAISER By B BIO /4 ALTERNAT14 WOP�,_ �I`�DirATED ON DPAWIP�I, (� 1 �2 BID /I BID N1 INSTR / 9 709 7404 1 0 g/�/� E)O BD BID /2 ,... .., PARCEL 15 0, - CARMEL FINANCIAL CORPORATION, INC FAR EL t� NSTR p 8925258 INIXTT- )EE DRAWII`Jl; Rt. � + @HAPEL1 OF TRA�r �, I JIRUCTIIJN 39RFASTt�ARMEL DRIVE AS�=�oCIATE LP OF � ®�ra ii I t1� SF it )� INSTR / 89t99oe ! ®�� CLGSED _ !1 .��1,a�� 1 it ll TYPE IIIB BARRICADE O i y,y .yam KEYPLAN z `� SCALE:1-�1000' W Q Q � J � w INDOT # XW20-1 .� 48' X 48' U � � Um W W Q LL PARCEL 9 PARCEL E BARNES INVESTMENTS PARCEL 11 GS PROPERTIES. INC INSTR / 8513708 °t�`' `�� '" � � GS PROPERTIES. INC ' i � INSTR PARCEL 8 ALTERNATE PARCEL ,0 I _ . PARCEL 0 INSTR. / 9538597 INSTR ( 9809869429 MASTER COMPANY INC / 980986949 !NSTR XEC / St5 MASTER COMPANY, INC EXECUTIVE COMMONS, INC gip /, / 9538697 I 8510. PARCEL 8 EXECUTIVE COMMONS. INC AL TER NA TE INSTR / 8510515 810 1111 - - ALTERNATE ; Um _- i, 4 --(Q - - - - -`�) 50' O.C. L 4 - -0 - - 50' O.C. 50' 0 C ►i II _ BID 9 u�Y — •a •wnr a - ', 1�1 Q - _ U 6 n1 . O , ALTERNATE __ -- _�—_ ALTERNATE _ BID /t - - 30� � , �� , -� a. — - — PARCEL 32 — -- -- ---— — (j� r PARCEL 3'i F / 8806763 ! !!!!!! 1 2 ALTERNATE MELLON PIER PROPERTIES R1 , a BID /t INSTR ^�I ,...: RCEL 30 ROAD T PARCEL ct • PARCEL 28 PARCEL 29 NSOL ATED MATHES FAMILY LIMITED PARTNERSHIP 1� 11 j C PARCEL 2t ASSET CONSERVATION ASSET CONSERVATION �. �--' BC REAL ESTATE INVESTMENTS, INC. NRW CORPORATION ODUC INC. BOOK 343, PAGE 42 ! 1111!!! ENTERPRIZES. INC ENTERPRIZES. INC INSTR, / 9547336 INSTR. / 8605556 OK 30. 114 4 GE a I INSTR N 9132603 INSTR / 9132609 PARCEL 22 PARCEL 26 PLANNER 8c BUC HANAN !NC -' THE AMERICAN NATIONAL BANK BOOK 326. PACE 152 PARCEL 24 P RCEL 2 BOOK 330, PAGE 605 PARCEL 27 — ' PARCEL 23 U S RESTAURANT PROPERTIES OPERATING L P N MAR LLC PATSY M KUNz c� TYPE IIIB BARRICADE Z E� THOMAS L DUKE INSTR / 9709712126 TR N 709749656 INSTR / 9809831407 t INSTR / 8700090 i IN 60' X 2420-2 � Q o U INDOT # XW20-1 t J 48' X 48' ROAD AHEAD � I CAq� I INDOT # XW20-1 48' X 48' 42� co END TRXTIQ� ;,-..v CtiSTRUCT � _ `- - -,- , AHEAD ROAD �--, END 60' X 24' y d INDOT # XW20-1 INDOT # XG20-2 AHEAD KEYPLM _ 48 X 48 60' X 24' ' INDOT # XW20-1 SCALE.1 1000 48' X 48' MAINTENANCE OF TRAFF'�C L� MANTENANCE OF TRAFFIC KEY NOTES MANnENAWE OF Tf�AFRC GINEi�AL NOITE� 1. TEMPORARY PAVEMENT MARKING, I, WHITE, 4" 1. EAST AND WESTBOUND TRAFFIC SHALL BE MAINTAINED ON WORK AREA 2. TEMPORARY PAVEMENT MARKING, I, YELLOW, 4" CARMEL DRIVE AT ALL TIMES. 3. TEMPORARY PAVEMENT MARKING, II, WHITE, 4" 2. PROPOSED EASTBOUND LANES TO BE CONSTRUCTED TO BINDER COURSE Certfled By DIRECTION OF TRAFFIC 4. TEMPORARY PAVEMENT MARKING, II, YELLOW, 4" DURING PHASE 1. CARMEL DRIVE PHASE 1 + - TRAFFIC SIGN WITH FLASHER 5. STANDARD DRUM 3. CONTRACTOR SHALL MAINTAIN ACCESS TO 6. TYPE 1116 BARRICADE ALL RESIDENCES AND BUSINESSES AT ALL TIMES. SCALE: 1 =60 � STANDARD DRUM 4. HALF OF EACH NEW ENTRANCE DRIVE SHALL BE REMOVED, CONSTRUCTED, AND COMPLETED BEFORE COMMENCING WORK ON THE SECOND HALF. 5. COORDINATE MAINTENANCE OF TRAFFIC & CONSTRUCTION OF PHASE 1A & PHASE 16 INTERSECTION OF CARMEL DRIVE & RANGELINE ROAD WITH WORK THIS DRAWING. 6. PRIOR TO COMPLETING NEW WORK VERIFY THAT ALL UTILITIES HAVE BEEN RELOCATED. I f—EXISTING STREET CENTERLINE (LINE -C' cert By WORK AREA 10' MIN. 10' MIN. sheet No. _. TRAVEL TRAVEL LANE LANE C120 _ s — -- - 21 Of 38 sheets t o O O O 'DON'T DIG BLIND' File No. 'IT'S THE LAW' 97642 SECTION A-A I . ROAD AHEAD INDOT # XG20-2 INDOT # XW20-1 60' X 24' 48' X 48' LATER M v� (WArchitects PARCEL 8 EXECUTIVE COMMONS, INC Engineers&Interiors INSTR. / 8510515 BDERNATE 9100 Keystone Crossing / PARCEL 7 - Suite ZOO EXECUTIVE COMMONS, INC Indianapolis, Indiana 46240 INSTR / 8510515 - 317.848.7800 FAX 31 7.574.0957 30, Architecture R 11-2 Engineering Land PARCEL 6 -- --- - -- --— -- ---- -- Historic lanir"Architecture ROAD BANK ONE. INDPLS. I - -. �I j 1 INSTR / 8918051 — — Landscape Architecture !.�►'®��r®® (,LOBED . . � : -..._.,�� _ - _ __ --- ------___ -- ��__ _-_ Interior Design -_ _ -__- Space Planning or I � PARCEL 5 ' it ! LANDMARK DEVELOPMENT COMPANY �y TYPE IIIB BARRICADE BOOK 245, PAGE 243 PARCEL 1 PARCEL 2 LANDMARK DEVELOPMENT COMPANY PARCEL 3 - - - BARNES INVESTMENT COMPANY -_ 4p0 INSTR / 9502502 BOOK 295, PAGE 28 LANDMARK DEVELOPMENT COMPANY PARCEL 4 H —' BOOK 245, PAGE 243 FIRST NATIONAL BANK _ - - TE aati,EL AS J OF MADISON CO ..- -_ 8D . No #2 ALTERNATE C(DOPD!NATE BARRICADE PLACEMENT WITH - INSTR / Sb13193 N Drawings I 1 PARCEL 21 pq Scope " i SET CONSERVATION AS' PARCEL 20 PRIZES, INC. CARMEL OFFICE COURT L P INSTR / 9132609 INN - ARK INDICATED ON DRAWING C 1 23 � ALTERNATE INSTR BID 1 ' END ��w►1E � , . � /4 � / / 8902203 WT ALTO B DE/HATE INDOT # XG20-2 __ , MILLER L ENTERPRIZES, L L C i 60' X 24' = _ _ INSTR / 9709744225 -- � , - --�-- -----._ .- Revisions IC7._ ALTDd1A7t 6 ! Ty P. - -- r� - • n / PARCEL 18 ROAD - --� - - COOTS, HENKE ec WHEELER - _ _ _ _ _t_, ------ -- --- --- --- -� g BOOK 326. PAGE 995 .�_-. _ --._ _. -- , --- - - -- — CARMEL RACQUET INDOT # XG20— �i MEAD TRI�TIl1 K e� ALTFlfN7E BOO o7 H ALTERNATE PARCEL 16 INDOT # XW20-1 BID #1 ALTERNATE - KAISER AHEAD W a 81D /1 INSTR / 9709740410 48 X 48 Date Drawn By Checked By PARCEL 15 6/30/00 BO BD INDOT # XW20-1 PARCEL 13 CARMEL FINANCIAL CORPORATION, INC. LANDMARK DEVELOPMENT C')MPANY INSTR / 3925258 48' X 48' BOOK 245. PAGE 243 PARCEL 14 SEE DRAWING (_ 123 FOR MAINTENANi_E OF 99 EAST CARMEL DRIVE ASSOCIATE LP NSTR_ / 8919908 INDOT TRAFFIC REQ�!IRED FOR THE CONSTRUCTION OF THIS INTEFSECTiON 60' O I� O KEYPLAN Z 0 SCALE-10-10009 w INDOT # XW20-1 48' X 48' W um w UL PARCEL 9 BARNES INVESTMENTS PARCEL a ._ INSTR / 8513708 ExECI'TIVE COMMONS. INC iV GS PROPERTIES. INC. NSTR / 8510515 PARCEL 12 PAC EL 8 MASTER COMPANY INC MASTER COMPANY, INC INSTR PARCEL 11 GS PROPERTIES, INC. Er _LTIVE _MM NS. �N� ALTERNATE BD ALTERNATE _ / 9809869429 � � INSTR NSTR. / 9538697 NSTR N 35 ;517 BIO /1 - INSTR / 9538697 / 9809869929 -- - �_ - - r � - - Um BID ALTERNATE , ...�.� -- -• —-- . . _..►� , , O ._ 50' O.C. —a► 1 �, ,us Y` w r T — — --- _-- v r s 4 W ALTERNATE - - BID /1 � 1r _. .. \ l.- .. .. ALTERNATE _ 1✓—^ ALTERNATE MY. BID / ti _ 1 PARCEL 21 PARCEL 21 e BID /1 PARCEL 32 --._---___- 30' a ASSET CONSERVATION 4SSET CONSERVATION * PARCEL 28 V PARCEL 29 _ _ ,�a,� LON�PIER PROPERTIES - '` - INSTR. 8806763 R11-2 PARCEL 30 PARCEL 31 � P CONSOLIDATED MATHES FAMILY LIMITED PARTNERSW{P ROAD ENTERFRIZES, INC ENTERPRIZES, INC r � NRW CORPORATION 1 � INSTR. / 9132609 NS?R / 91}2B09 BC REAL ESTATE INVESTMENTS, INC - PRODUCTS, INC BOOK 343, PAGE 42 �� I� I COURT L_P PARCEL �? 1 203 FLANNER BU(_NANAN INS_ PARCEL 26 INSTR / 9547336 INSTR / 8605556 BOOK 343, 1llllll® II CLOSED ; PAGE 42 ` -- ^d BOOK 326. PA�;E 152 THE AMERICAN NATIONAL BANK "- �A Ill!®�1 1 W PARCEL 23 PARCEL 24 PARCEL 25 BOOK 330. PAGE 605 PARCEL 27 �, C� i1 �+ THOMAS L CUKE U S RESTAURANT PROPERTIES OPERATING L P. BEN MAR LLC ✓, - I �T II `�� C�0--. - - � INSTR / 8700090 INSTR / 9709712126 INSTR PATSY MKUNZ l J / 9709799656 INSTR / 9809831407 N ROAD TYPE IIIB BARRICADE 0 Ln I Z 5 NDOT # XG20-2 AHEAD ROAD 7 60' X 24' cd INDOT # XW20-1 IT # XG20-2 AHEAD 48' X 48'cl 0' X24' -- - INDOT # XW20-1 48' X 48' Cq9� ROAD D END . TRIJCT�! cO�s�RUCTi � AHEAD INDOT # XG20-2 -- .� 60' X 24' END ROAD 1 INDOT # XW20-1 48' X 48' INDOT # XG20-2 '�D 60' X 24' KEYPLAN � - 1 INDOT # XW20-1 SCALE:1 '1000' 48' X 48' MINNTENAWE OF TR ' ' LEQB�D 1 TEMPORARY PAVEMENT MARKING, I, WHITE, 4" 1 EAST AND WESTBOUND TRAFFIC SHALL BE MAINTAINED ON WORK AREA 2. TEMPORARY PAVEMENT MARKING, I, YELLOW, 4" CARMEL DRIVE AT ALL TIMES. 3. TEMPORARY PAVEMENT MARKING, II, WHITE, 4" 2 PROPOSED EASTBOUND LANES TO BE CONSTRUCTED TO BINDER COURSE CARMEL DRIVE PHASE 2 - DIRECTION OF TRAFFIC 4. TEMPORARY PAVEMENT MARKING, II, YELLOW, 4" DURING TRAFFIC SIGN WITH FLASHER 5 STANDARD DRUM vURING PHASE 1. 6. TYPE IIIB BARRICADE 3. CONTRACTOR SHALL MAINTAIN ACCESS TO By SCALE: 1 ~=6O' • STANDARD DRUM ALL RESIDENCES AND BUSINESSES AT ALL TIMES. 4. HALF OF EACH NEW ENTRANCE DRIVE SHALL BE REMOVED, CONSTRUCTED, AND COMPLETED BEFORE COMMENCING WORK ON THE SECOND HALF, 5. COORDINATE MAINTENANCE OF TRAFFIC & CONSTRUCTION OF PHASE 2A & PHASE 2B INTERSECTION OF CARMEL DRIVE & RANGELINE ROAD WITH WORK THIS DRAWING. 6. PRIOR TO COMPLETING NEW WORK VERIFY THAT ALL UTILITIES HAVE BEEN RELOCATED. (f--EXISTING STREET CENTERLINE (LINE V) Certified By WORK AREA 10' MIN. 10' MIN. Sheet No. TRAVEL TRAVEL - LANE LANE Cl 21 1' 0 o O O 22 a 38 sheets 'DON'T DIG BLIND Fie No. SECTION A-A IT'S THE LAW' 97642 . ROAD ROAD END X W 20-] *AHEAD F TRUCTI�1 X W 20-1 CO CTRUC rc....T.W.TIIN 48 X 48 48 X 48 AHEAD XG20-2 XG20-2 60' X 24' 60' X 24' 0 0 ti (=Architects Engineers&Interiors 9100 Keystone Crossing RIGHT Suite 200 XW9-1 Indianapolis, Indiana 46240 30' X 30' ENDS - _ _ -- -- __ - - 31 848.800o9s7 Architecture oEngineering N Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning XW9-1 XW9-I LEFT 30' X 30' LANE 30' X 30' ENDS W Q 0 Scope ; Drawings o o Revisions: 0 O ru 0 N 2 O �- O3 d U XWI-4(R) XWI-4(R) , a 30' X 30' Date Drawn By Checked By 30 X 30 W 6/30/00 ®O BD O O' O O O O O 'OQ q W a- Q o o a LO , N U R11-2 Q - N W 0 PQAD O XG20-2 d ' �d®®��® 'I CLOSED 11 11 PI= � o q � WT �--� 60' X 24' �� ®��► 11 - il" "11 L, W rn TYPE IIIB BARRICADE tn' a END XG20-2 O a O ' � a ' ', N�} C0IVSTRt1CTI0�! 60' X 24' END '. +Q ' CONSTRUCTIM 0 } _ U E o - - - _ O __--- - ---- ---------- 0 LL LL 03 05 25' — -- 375' 213' 112' TAPER D.C. l <?YP � 200' 200' _ 100' _ 125' 75' TAPER PONDUKU O F 2 :AHEAD �-- ----_ ------ 30---_- - -_-- ----_ , ROAD R IGHT a R11-2 a �d ddddddd ROAD _r CQISTRUCTIIIV LANE 1 II t CLOSED; ll� jl ENDS LL AHEAD Q Lr) X W 20-1 � ddd�dd� XW9-1 XW4 2(L) XWI-4(L) 48' X 48' TYPE IIIB BARRICADE X W 20-1 30' X 30' 36' X 36' 30' X 30' 48' X 48' CL Wd Z V� rQ Q o F w LAJ O N Q Lj cv ��•_• N XWI-4(R) o XWI-4(L) � I 30' X 30' in a 30' X 30' �~ o � (U o co i ��y of Cq 9� O G _ W ��b►� co Q v � r O LEFT LANE XW9-1 ^ XW4-2(L) — - --� ENDS 30' X 30' 36' X 36' I o MANTENANCE OF TRAEM LEGEIWD MAW ENANCE OF TRAFFIC KEY NOTES MANGE OF TRAFFIC GENER& NOTE8 Certified By 1 TEMPORARY PAVEMENT MARKING, I, WHITE, 4'. 1 EAST AND WESTBOUND TRAFFIC SHALL BE MAINTAINED ON wORh AREA 2 TEMPORARY PAVEMENT MARKING, I, YELLOW, 4" CARMEL DRIVE AT ALL TIMES 3 TEMPORARY PAVEMENT MARKING, II, WHITE, 4" 2. NORTH AND SOUTHBOUND TRAFFIC SHALL BE MAINTAINED ON DIRECTION OF TRAFFIC 4 TEMPORARY PAVEMENT MARKING, II, YELLOW, 4" RANGELINE ROAD AT ALL TIMES. TRAFFIC SIGN WITH FLASHER 5- STANDARD DRUM 6 TYPE IIIB BARRIC ADE 3, CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES 7 MARKING REMOVAL AND BUSINESSES AT ALL TIMES- RIGHT I � S?ANDARD DRI M ', XW9-1 4 COORDINATE MAINTENANCE OF TRAFFIC & CONSTRUCTION OF LANE 30' X 30' PHASE 1 OF CARMEL DRIVE WITH WORK INDICATED ON THIS ENDS °o DRAWING. � I 5. PRIOR TO COMPLETING NEW WORK VERIFY THAT ALL UTILITIES HAVE BEEN RELOCATED, 6. SEE DRAWING C124 FOR PHASE 3 MAINTENANCE OF TRAFFIC Certified By AND LIMITS OF COLD MILLING FOR TEMPORARY PAVEMENT MARKING INDICATED ON THIS DRAWING I i Oo Sheet No. (U CARMEL DRIVE/RANGELINE ROAD INTERSECTION PHASE 1 - s. 23 of 38 sheets (AL' ATE BD #3) ROAD SCALE: 1 "=60' 'DON'T DIG BLIND, Fie No. XG20-2 � �T�TKN, XW20-1 XG20-2 END M�TRUCTIOH XW20-1 'IT'S THE LAW' 97642 48' X 48' 60 X 24 CUCTRICTI�I 48 X 48 60 X 24 AHEAD / AHEAD i I I ROAD ROAD X W 20-1 CWTRUC CONS ETRUUCTI�I X W 20-1 CONS 48 X 48 AHEAD END j 48 X 48 AHEAD XG20-2 XG20-2 60' X 24' 60' X24' 0 0 N I C90Architects Engineers&Interiors 9100 Keystone Crossing RIGHT Indianapolis, Indiana 46240 XW9-1 LANE 30' X 30 - ENDS - -_ - -- --- - --- Indianapolis,1 7 848,78 FAX 317.574.0957 o Architecture o Engineering (U Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning XW9-1 XW9-1 LEFT 30' X 30 30' X 30' LANE ENDS Li d o' Scope Drawings to 0 Revisions: 0 N f i 0 ° N 0 0 XWI-4(L) XWI-4(R) 30' X 30' 30' X 30' Date Drawn By Checked By � 6/30/00 BO BD < > o Q — , _ O F- ' O jn °I 7 0 0 Li fy- d O Q O o ire = Q t- N 30 -2 ^ N R11 O Q - ni _ � - O w II 110AC XG20-2 � ' CLOSED i X05 H I� II II END TYPE IIIB BARRICADE f WTRUCTI�I 60' X 24' Q 0 0 N:>_ J w w � 0 0 MTRUUCTIQ! �— o Ix - -- - -- _ - �- w e7 - - -- -- 7 U LL �D U 25' C. O 50' O.C. �fl <TYP) �— (TYP) 437' _ 150' TAPER 113' 200' 200' 150' TAPER 113' i - 30' R1 -- --1 2 ROAD io LEFT i CONSTRUCTION ROAD LANE �'J �}��®� ®�� ROAD ! o CEMTRUCTIQr ENDS i ��' �,� ®�� CLOSED II AHEAD U' AHEAD T p XWI-4(R) r 0 TYPE IIIB BARRICADE XW20-1 30' x 30' XW9-1 XWI-4(R) 48' X 48' 48'WX 048' 30' X 30' W �a 30' X 30' r c, Li J Q LL f-- Q W d ��. o a - o N Q U) U C o N Z 0 7� Q 'pC U t XWI-4(R) I XWI-4(L) F� 30' X 30' in a 30' X 30' U — 4� —.4 0 N N o i CD N 1 y w W O d ; z Q 4 z O U7 t LEFT LANE XW9-1 XW4-2(L) -- ''30 X 30 ENDS 36' X 36' i I NCertified By MAMENANCE OF TRAMP LEQEIVD MAIIYTE:NANCE OF TRAFFIC KEY NOTES MANTENANO OF TRAFM TRAP " QENUIAL NOTES r 1. EAST AND WESTBOUND TRAFFIC SHALL BE MAINTAINED ON i WORK AREA 1 TEMPORARY PAVEMENT MARKING, I, WHITE, 4" CARMEL DRIVE AT ALL TIMES 2. TEMPORARY PAVEMENT MARKING, I, YELLOW, 4" 3. TEMPORARY PAVEMENT MARKING, II, WHITE, 4" 2 NORTH AND SOUTHBOUND TRAFFIC SHALL BE MAINTAINED ON DIRECTION OF TRAFFIC 4 TEMPORARY PAV EMENT MARK I NG, II, YELLOW, 4 RANGELINE ROAD AT ALL T IMES. � it 5 STANDARD DRUM .; TRAFFIC SIGN WITH FLASHER 6 RIGHT TYPE IIIB BARRICADE 3 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES XW9-1 • STANDARD DRUM 7 MARKING REMOVAL AND BUSINESSES AT ALL TIMES. LANE 4. COORDINATE MAINTENANCE OF TRAFFIC & CONSTRUCTION OF ENDS 30' X 30' PHASE 2 OF CARMEL DRIVE WITH WORK INDICATED ON THIS I DRAWING, I 5. PRIOR TO COMPLETING NEW WORK VERIFY THAT ALL UTILITIES HAVE BEEN RELOCATED. Certified By 6, SEE DRAWING C124 FOR PHASE 3 MAINTENANCE OF TRAFFIC AND LIMITS OF COLD MILLING FOR TEMPORARY PAVEMENT MARKING INDICATED ON THIS DRAWING. I I N Sheet No. i I CARMEL DRIVE/RANGELINE ROAD INTERSECTION PHASE 2 C123 24 of 38 Sheets xG2o-2 (ALTB�IVATE 8D # 3) ROAD SCALE: 1 "=60' 60' x 24' 'DON'T DIG BLIND- File No XG20-2 END CMIRtXIIM XW?0-1 D ROAD 60' x 24' CONSTUTI[1i 1CONSTRUCT EN ia C�TRUCTI� X w 20-1 "ITS THE LAW" 97642 • � 4$' AHEAD 48' X 48' AHEAD lg w Z .I- Q f Z*z W z d' f f' W f— F— o Q m Z N 250,00' F— W 250.00' Q m / N. M/a ONLLSIX3 ,SV 'ddd _ M/d ONLLSIX3 S� ddd CSOArchitects Engineers&Interiors -- 4 _ - ---- - ------ -- ----_----�------ - -----._ _ - - - -- one Crossing O 9100 Keyst o5 9 n Indianapolis, Indiana 46240 1J — -- — -- -- 317.848.7800 ( 7) D3 �\ J FAX 317.574.0957 l �1 r��/l Architecture Engineering r , Q , �..t_ Land Planning —! Historic Architecture Landscape Architecture W_ 7 Interior Design LLJ Space Planning J ~ 4 _j — O - O (:6) (3. C6 Q °D - ----------- . Scope r Drawings 1 _ ---- - - - - --- - - - - — Revisions M/21 ONLISIX3 ,St, 'ddb' M/8 ONLISIX3 ,S* 'ddd Ld F_ 07 Z N W Z*z W W F Z1 Q J W � z 1q- - - _ _ _ - — _1_ J _ _ — � _ - - - - - - - - - - - - - - - - - - - - - - Date Drawn B Checked B Q m I (J 1 ` �— , — Y Y J M 6/30/00 KAM BD t_ SOUTH RANGELINE ROAD PHASE 3 REYPLAN SCALE: 1 "=20' Sc&E:1'=1000' O MANVTENANCE OF TR�1 " G LEC�EI� � i _ w > -- _ _ - NEW ASPHALT SURFACE > _O � I � -- - - -- — - - M/2i ONtiSIX3 .St, 'ddd M/d ONLLSIX3 ,94 'ddd W Q ,� MANTENANCE OF TRAFFIC NOTES W W Z N W 1. EAST AND WESTBOUND TRAFFIC SHALL BE MAINTAINED ON CL 7 CARMEL DRIVE AT ALL TIMES. Z �' Q 2. NORTH AND SOUTHBOUND TRAFFIC SHALL BE MAINTAINED ON m 0 j 1 z RANGELINE ROAD AT ALL TIMES. U Q - -I - ._ LLi1 3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES LL W - - - - - - - - - - - - - - - - - - - - - Q m I - AND BUSINESSES AT ALL TIMES. U Q m 4 COORDINATE MAIi,i I-NANCE OF TRAI i lC S( CONSTRUC1 k__j'; OF �-- OF CARMEL DRIVE WITH WORK INDICAIED ON THIS DRAWIfiv (-4 � I MANTEN � ANCE OF TRAFRC KEY NOTES O lO HATCH AREA INDICATES EXISTING ASPHALT PAVEMENT TO BE COLD MILLED FOR TEMPORARY PAVEMENT MARKINGS AS INDICATED ON DRAWINGS C122 AND 0123. PRIOR TO MILLING, DOCUMENT EXISTING PAVEMENT MARKING LOCATIONS W I j FOR REPLACEMENT AS NOTED ON NEW 1" ASPHALT SURFACE. n2 c� O 4" WIDE THERMOPLASTIC PAVEMENT MARKING, SOLID YELLOW � zl 0 4" WIDE THERMOPLASTIC PAVEMENT MARKING, SOLID WHITE Z x I I J 4" WIDTH SKIP WHITE THERMOPLASTIC PAVEMENT MARKING, WHITE BROKEN w j 0 THERMOPLASTIC DIRECTIONAL ARROW. (WHITE) PER DETAIL /C11 I 0 THERMOPLASTIC 'ONLY' (WHITE) PER DETAIL /C 11 z j I 7 24" WIDE THERMOPLASTIC STOP BAR (WHITE)./ . I o W -� 5R g � u Lj I a Im I : y' \gyp I I I I I I I I I I II Certified By I I 021 I I I Certified By Sheet No. C124 25 Of sheets WEST CARMEL DRIVE PHASE 3 KEYPLM SCALE: 1 "=20' scALE:1 _1 OW 'DON'T DIG BLIND• Fie No. (ALTERNATE BID 11113) "IT:S THE LAW 97642 f I Ask THEORETICAL DIAGONAL CENTERLINE OF INTERSECTION NOTE: FOR NOTES OR DIMENSIONS JOT � 5 OTHERWISE SHOWN, SEE DETAIL 7/C1 25 3 ,/2• c125 t'_8• 3 1/2" SIMILAR - i^' 6 5/a /e 5/a 4'-6 5/a" 1 1/4 -`-- GRADE LINE MAY VARY; INSTALL BOTTOM EDGE OF LOWER ROWLOCK COURSE ON LEVEL � ,� � NOTE: CURVED METAL FENCE PANELS WITH THE HIGHEST POINT ALONG THE LENGTH OF THE SOUTHEAST `J�'ALL ONLY; INSTALL SHOWN FLAT FOR CLARITY; TRUE C:SOAfChlteCtS �� - NORMAL FLEMI�,H BOND C��IJRSES BELOW THIS DATiJM LINE AS REQUIRED; ALL CAST - DIMENSIONS TAKEN ALONG CIRCUMFERENCE EnglneerS&InterlOrS STONE CAPS SHALL BE LEVEL WITHIN RUN OF EACH SEPARATE FENCE 9100 Keystone Crossing Suite 200 Indianopohs, Indiana 46240 S E C U R E 317.848.7800 1 1 �4" x 1 1 /4" x 1 /8" GALVANIZED TUBE STEEL, TYPICAL; FAx 31 7 574 0957 TO BRICK PIERS AS REQUIRED-, PROVIDE CENTER P,"JST ATTACHMENT 1 Architecture f TO RETAINING WALL, ONLY IF REQUIRED DUE TO E CESSI�r'E SPAN NOTE: FOR NOTES OR DIMENSIONS NOT Engineering Y _ . Land Planning OTHERWISE SHOWN , SEE DETAIL 6/C125 Historic Landscape Architecture 10'-0' _ - -_ .- -4" 3 j ;ALVAfJ1ZED BAR STEEL, TYPICAL; EQUAL SPACING LESS THAN 4" Space s U , Interior Design � Space Planning 17 3' TOP OF EXISTING RETAINI�JG WALL; DIMENSION ABOVE GRADE VARIES OF GRADE LINE — VARIES ENCE ELEVATION AT SOUTHEAST CORNER Scope �' ALIPHATIC POLYURETHANE COATING; TYPICAL AT ALL Drawings 6 RANGELINE RD. & C ARMEL DRIVE INTERSECTION EXPOSED METAL SURFACES C,125 SCALE 1i2� = ALTERNATE BID # 2 5 0125 BRICK (FLEMISH BOND) AND CAST STONE PIER ?-8' THEORETICAL DIAGONAL CENTERLINE OF INTERSECTION Revisions: r Date Drawn By Checked By W, { 6/30/00 AAG AAO l T HIDDEN END OF EXISTING RETAINING WALL r G ( !� �( RFT` RE i . 4, -; WALL- T(_' - -- 1 4" EXTEND E.�I`�TIIJ� _ _ _ _ � _ A CH �,x,��.T!�J(� =SIZE �,N� ? FIP`J(�� 1 4' I, 4. 1'-4' FACE OF PIER, M - 10'-p' 1 -4 5 - 5 - 7 EOUAL CLEAR FENCE PANEL SPACES - VERIFY IN FIELD - APPROXIMATELY 10-6" PER EACH PANEL -NORTHWEST CORNER OF ` FENCE ELEVATION AT N DRIVE INTERSECTION RANGELINE RD. & CARMEL . 2- ._ � = ALTERNATE BID # 2 w C 0125 SCALE �� } ALTERNA THIC :NESS: 3 COURSES EQUALS 8" Q r 4' SIMILAR N 0 TE 3._0. F(iR �JOTE� nl' WI"jE 9" - - .- -, , �;�`T r1�R � 9' 9" 9" 7 5:a '�HuwrJ , SEE DETAIL 1 , 01 L5 - - NOTES: „ F- - STAINLESS STEEL (.018 ) DEFORMED _- SPECIAL ROWLOCK 1 ALL CONCRETE BLO(_ HALL FACE BRI(_;k SOLDIER -- - THROUGH-WALL FLASHING, PER SMACNA 2 _a- 1= BE RUNNING BOND CO IRSIN(,. W ' ")URSE - TRIMMED �= - 4 SHAPE NO. 1 PLATES 53 AND 54; EXTEND TO WITHIN � W ;� � •e. I � LADDER STYLE HORIZONTAL ' �" MAX. F WALL; INCLUDE ALE BRICK - Fl_EM�SH BOND 3 � 0 �' C125 SCALE t/2" _ -o° I 1 / 2 AX OF FACE BID # 5 ��ASONRY RE!NF AT 6 O.C. ; ACRYLIC LATEX ADDITIVE T( MORTAR [� I� T�;� � r =,T ,IL x`414= : 4' ALTER NAT �(,� . . CL� DINT BET ST ST _ - T( . i 0, �T �L �' ' F (1R r,' I(J J� WELf�J CA �)NE AND 4 LASHING ONLY. �- F ;r� AMF LE _ H - EL`_VATII- r, � �� _�_'_ - E BF:I(� r � I-1I!RE - AST S TONE =AP 1 _ 1 N t E ��F r_� r _ ",1MED ` �'EC A'_ _�� FE No. 1 E%' W'` L� A� RE(�I_�IRE B r - -- 3'-0' �_ A( � BRI'�K. CAST NONE SI JPPL ER - IM"1E i PA( A REQI Ii - , ,r - J A T S O U E ° - 1 ONE i _ I P :J �� Q � AT (-) < �v III _ fill- _E!_LS F' ;�L , FOR NOTES NOT OT ERWISE T ( ' � I L AR EA i f 1 r ` - B T - - - SHOWN , SEE DETAIL 1 %C12.� DRIP \ P �A� i COURSE i o �� 7z , PEL(_;W FADE _ - �H FACE BRICK ,OLDI,ER ,. _ �T ( ELEVATIONS 90 DEGREE STANDARD HOOK RE i E F (_ I. J FRONT AND BACK SIDE ELEVATIONS !^JTO B(_>ND BEAM FOR VERTICAL REINFORCEMENT -Y ELEVATIONS -- MONUMENT 1 -1. - ADD � 8' BOND BEAM WITH ONE #5 - - E ,IaLF 112 - � o ---- - (CONTINUOUS BAR US � �� g - � � �'-r � BARS AT CORNS > V-4' T - �� - - L F ;F ,� RI ry � l� � �, .. � FACE BRI( 'K — F E"��I,H �.c�r�J � _ I Y _-- ------- - 7 9 __ - S _ R _E i ��J ,�,�_ — - - — _ - _ -- BAR i j FACE �R!CK t��EER COU � � ! � c� 1 - -..�. Y, �- X /,' 'd ^J V1V ^� \' •� I'I f �`-:.._— — 4" N( R E T E L ) � r T T F.; ,i 4L,. /—"-- .,�r-- •... _ _ ,� _. _ �1,rw _ PETE( B L 0 C h % ; �1 'L N _ f �, ( U R' 1 E — _ _ _ _ _ _ � . ` R I K W L � _ .: _ L A , A, E B C TRIMMED SPE Jo. N T STONE v �Aq . _ ENGRAVED✓ED C S 1 �, -- — __ — ---=� - - �_ 1 E� GR � - t I A `�H P � - I L UR t - ' . ; PANEL; 4 THICK FACE BRICK RUW OCK CO T_ 1 ( F, Pi- A i l _ F _ , , 'r SPE �fAL ��H No. 1 ( EE 4/ I '1 � � APE _ r 'f E VV LI A B i - R � I D - ON P BLOCK F oo - - - A _ 2" - FACE � WL _ _ ��?LI C - - - - - F i� ! I FA' E B � _ _ � � - - (')I KTRIMMED� - a JR`'E �• - 1 _ _ _ - - BUMP- OUT r� - ( Ir,; , 6 4- 3 �� ( >fJC BLO(_ AT WALL B J `,E �, V'i ��1.L __ I I 1 �-- .� _, - 5-1 ' .:. PECIA �HAPE N�. 1 _ - - ,� P �� 1P_- FACE BRICK SOLDIER COI_ SE oo I r _ > ,I IR - �a _. - = A _ E -3R I P WL Ci ;.i J _ _ 4 �. � - I- r; ,' R AT EACH !-(-)RNE � PEA GRAVEL ` FACE PR Ck, ROWLOCK — — < _ ;R _E TRIMMED T BA 1 _ "RI ItiL y - L ( IN LARGE z' 6' THROUGH WALL FLASHING — (_ - , C. r x r - (�F PIER ( AND 1 � J 1 ?' C01'1CRETE BLOCK IN -g" � �E �U D (�F LS PLACE � � W M _ _ - - -� r, _$- ; . _,�� - R'_ E 3L __ , :_,: �. _ _ - I( G OW _ - - WEE S @ 24" AO C I ! P R) � r . �- J R( T E i r✓ L E 1 R F A R (�,��F�� 1N TO BOND B A AS _ H �_ --�--�—� l o - - - - - ( J -E 13" BAR`S A5 REQJIRED - _... -_ _. 0O • E X T N G ( )r 1 P E Certified By J ., _ LL Z � GROUT F LL RE T AININt; WA ✓ER!� r _ r - T ' { I , WITHIN PIER' 0 t `�^ ( W TI,1_' F C( �NC I ,r ` * I ( (IMPACTED FILL CONDITION IN FIELD �. rJ � „ fit �� TWO WYTHES OF 8' �l ! , i TSIDE GRADE ALL :, - ALL MATS JUG II - it it . � �'ON�'RETE BLOCK, r�i��J i _D c_ L F �. ELLS U L INTO -- -- --- � - ALL FULLY SRO J . `NC. GROUTED � #5 X 0 DOWEL'--) A"�JC IN 1 - _ _ �F (- N R � ;E FOOTING WITH HILTI HIT NY 150 OR EQUAL ( I FULL ', �F'(�I ; TES J - _ -- - I : T l - � I BELOW GRADE F __ ltrIF _ N SEE PLAN AND SCHEDULE ' RF (�R(�I G, BELOW ��RAD�. I' TI��I� -?E �AIN' 'J( Wf._L FOOTI�J( - - ? � Fr �f ,;)IT! �N IN THE CONCRETE FOOTING, SEE PLAN AND SCHEDULE o A iN: . U EXISTING SLAB CONDITION WITH -1E _D. �: � '!F A ?CH rE T !ELD TWO WYTHES OF CONCRETE BLOCK (8" AND 10")? EXPANDABLE JOINT FILLER; �(� JC TII '� �IA !Ec, FR(=tM THIS DETAIL _ ALL CELLS FULLY GROUTED BELOW GRADE certified By CAREFULLY SAWCU T �,r�D P ATC H '.. TE R T(� �IN _, �A�_� PIE —: � _ PAVER / SLAB CONDITION WITH EXPANDABLE JOINT FILLER; AS REQUIRED I �, SEE SIDEWALK DETAI��_5 EL E`W".`�t - — _ F '�R '\JOTES 'J(.:�T OTHERWISE SEE DETAILS ELSEWHERE IN SE Sheet C125 E( ^J _ -F �'�', - �Ht�WN , SEE DETAIL 1 /C125 LARGE PIER SECTION MEDIUM PIER SECTION `-- � 26 Sheets 5 SMALL PIER SECTION 0125 SCALE 112" = ALTERNATE BID # 5 FENCE PIER SECTION ALTERNATE BID # 5 'DON"T DIG BLIND Fie No. ALTERNATE BID # 5 � , �5 SCALE. ''� - ' -° SCALE ,�" _ -I ' ALTERNATE BID # 2 ALE , ,2. = , 'IT'S Tf-tF LAW' s7s42 I CSOArchitects PARCEL 8 EXECUTIVE Engineers&InteEXECUTIVE COMMONS. INC INSTR. / 8510515 ALTERNATE 9100 Keystone Crossinq PARCEL 7 BID rl Indianapolis, Indiana 46240 g ExECUTNE COMMONS, INC 317848.7800 INSTR M 8510515 FAX 317 574.0957 CAF EL 0R.- -- - - -�-- - Architecture Engineering Land Planning Historic Architecture PARCEL 6 Landscape Architecture �J BANK ONE, Interior Design 1 . O - -- _ ,,....._.� _...... -� _. _. INSTR. � 8918051 18051 Space Planning ISAW ONE ! PARCEL 5 - LANDMARK DEVELOPMENT COMPANY BOOK 245. PAGE 243 ALTERNATE PARCEL 21 PA Drawl PARCEL 2 PARCEL 3 r" BID pt CARMEL O"%Z COURT ASSET CONSERVATION AS' X98 PARCEL 1 LANDMARK DEVELOPMENT COMPANY PARCEL 4 �,�.�'"'� :--- ENTERPRIZES. INC. EN BARNES INVESTMENT COMPANv 80OK 295, PAGE 28 LANDMARK DEVELOPMENT COMPANY FIRST NATIONAL BANK,...• PARCEL 20 INSTR 9132609 S, INC. INS INSTR t�502502 BOOK 245. PAGE 243 OF MADISON CO - - �( Wd(TM CLIPST INSTR M 8813t93 ��--"'"� w CARMEL OFFICE COURT L P ALTERNATE 4L(TEJ! ALTERNATE 1�/ INSTR / 8902203 CARMEL FOOT a 910 J2 ANKLE CENTER BIO #1 ALTERNATE &d _. 91D #4 ALTERNATE ALTERNATE _ J "! PARCEL 19 BID #4 BID /1 MILLER ENTERPRIZES, L L C Revisions '� j' INSTR. 111 9709744225 I 000'1 - - - - - AL TE - EAV CARMEL OR CAIirEL DR CARMEL OR BID VM CARMEL DR. -- _~-- _� PARCEL 18 -- - - i COOTS, WHEELER PAGE 95 g PARCEL 17 -— CARMEL RA OUET BMW CLUB. INC R104AROB BOOK 312. ALTERNATE O ALTERNATE PARCEL 16 PAGE 707 BID #4 BID /4 A�TEA'NgrE ALTERNATE KAISER Date Drawn By Checked By ALTERNATE BID /1 BID #1 INSTR / 9709740410 BID /2 6/30/00 JK BD MERIDIAN MORT'OAQ PARCEL 15 PONCEROM 1TH TTM SAW apt" CARMEL FINANCIAL CORPORATION, INC PARCEL 13 NSTR N 8925258 LANDMARK DES"ELnPMENi ..:MPANr BOOK 245. PAGE _'43 PARCEL 14 99 EAST CARMEL DRIVE ASSOCIATE L P INSTR / 891908 O w o KEYPLAN 'Z w CARMEL DRIV"EPARCEL OWNERS LAN - SCALE:1-_1000' 1 O Q � W EST END (FOR INFORMATION ONLY) _ SCALE: 1 "=60' J W Q � � U U � W W o LL PAR,,EL 9 BARNES INVESTMENTS MRST AMEIS AN BANK PARCEL 1 F�IT171�alJi Oa00MlMl� INsra PARCEL 8 MARlI N 8513708 /rlMT �� l�A1M( PARCEL 8 COMMONS. INC >MIOF#M10 GiQ(TEJt PARCEL E MARSH PARCEL 10 PARCEL 10 ';5 PROPERTES INC GS PROPERTIES. INC ALTERNATE *IOFPMp CENTER MASTER COMPANY INC MASTER COMPANY, INC NSTR P 9809869429 INSTR # 9809869429 INSTR 111 8510515 PARCEL BID fI INSTR # 9538697 I INSTR 111 9538697 EXECU'!VE COMMONS. INC AL*EPI ATL r�rMr r�.ur r�.ur INSTR 8510515 BID 0 OLMt f10lY 0"110E SU LDMIO r.r rte u r HLINTM —_ --aD'1 r�IUr Cp�OYrilA1! ALTERNATE F LL I CARMEL (fit. CARMEL EL OR �1 k CARL EL OR - — —_ -- CARMEL OR r -- -ALTERNATE iw&i DCARMEL DR j1 slave 6=1 r' --- ^ --- -- ---- --- ._.-___ --- - 0t M � J ��IMr 1 ALTERNATE KAHNS BID N I 'rr.Mw ALTERNATE i rr.ur r�.ur STEAK BID Al PARCEL 1 3ti2ge" ALTERNATE t ! BID #1 X MELLON/PIER PROPERTIES MHK!A INSTR 111 8806763 FLANNER ! BUCHANAN PTO YMK[T � HOT *l" PARCEL 30 PARCEL 31 PARCEL 21 PARCEL 21 YOIRNARY KEY SANK BUFA t KING PARCEL 28 tl1AOs PARCEL 29 CONSOLIDATED MATHES FAMILY LIMITED PARTNERSHIP ASSET CONSERVATION ASSET CONSERVATION BC REAL ESTATE INVESTMENTS, INC NRW CORPORATION PRODUCTS, INC BOOK 343, PAGE 42 ENTERPRIZES. INC ENTERPRIZES, INC INSTR. 111 8605556 WSTR #'9132609 INSTR / 9132609 PARCEL 22 LLTMAT! INSTR. / 9547336 BOOK 343, rAB= PARCEL 26 GE 4 PLANNER A( BUCHANAN INC CAR 04E1 THE AMERICAN NATIONAL BANK BOOK 326. PAGE 152 PAR-EL 23 PARCEL 24 PARCEL 25 BOOK 330. PAGE 605 PARCEL 27 ° o JS RESTAURANT PROPERTIES OPEPATiN6 LP B N MAR LLC PATSY M KUNZ <`+ L't"I � `'�L'K INSTR. � 9709712126 I STR N 709749656 INSTR V � .NSTR M 8?00090 111 9809831407 fJ �, J V \�y oF Cq9 CLG CARMEL DRIVE PARCEL OWNERS PLAN KEYPLAN EAST END (FOR IN MATRON ONLY) SCALE:1 a1000' SCALE: 1 *=60' L Certified By certified By Sheet No. C126 27 of 38 Sheets 'DON'T DIG BLIND' Re NO 'IT'S THE LAW' 97642 I ALTERNATE BID /3 CSOArchitects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Ind�ano 46240 317 848.7800 FAX 317 574.0957 Architecture Engineering Land Planning Historic Architecture I Landscape Architecture ALTERNATE Interior Design BID #I Space Planning Scope Drawings Revisions ALTERNATE BID 01 TE ALTERNATE #4 ALTERMATE ALTERNATE Date Drawn By Checked By ALTERNATE END #3 I m /7 4 --- 6/30/00 JK BD KTEM"TEO ALTERNATE N ALTERNATE AVERNM BIO /, ALTERNATE m 12 BID 01 0 w � > o � w Q � Z � w ALTERNATE BID DRAWING J LIS T CL AL ►TE eo W. DEscitoN I�e�c a�►wt�s w w 1 ADD PAVER WALKS C105, C106, C107, & C1 17 >= 2 ADD BRICK PIERS & FENCE C102, C105, & C120 W L 11 3 ADD PAVING TO INTERSECTION C102, C105, C114, C 1 17, C122, C123, & C124 She 4 ADD NEW TRAFFIC SIGNALS AT INTERSECTION C102. C105, E101, & T1OF2 5 ADD GATEWAY AND CONNECTING PAVING C104, C107, C113, & C125M� W { �ALTERNATE CARMEL DRIVE ALTERNATE BID PLAN Q J 11 WEST END (FOR INFORMATION ONLY) .� SCALE:1 1000 Z Q SCALE: 1 "=60' 7� I a � { A-TEPNATE ALT. .•.,-E BID #I "R GC1 Bic / �LNJ fALTERNATE BID III ..- �ALTlRWE ' N ALTERNATE ALTERNATE BIp /1 BID /1 z Certified By i' 1 C3 I g i I Certified By Sheet No. -- a C127 CARMEL DRIVE ALTERNATE BID PLAN - - Sheets EAST END (FOR INFORMATION ONLY) 'DON'T DIG BLIND Fie No 'IT'S THE LAW' 97642 SCALE: 1 "=60' SCALE:1 1000' FW I I i i I PAS< <_ LL PARCEL 1 LANDMAR �� DE`✓ELOPMEf�JT CCMPAf��Y PARCEL 3 BAE� ��1E� INVESTME[�JT CGMPAN '� B0— 0� ,, 295 , PAGE 28 LANDMARK DEVELOPMENT COMPANY' ALTERLIATE �B BAD n JT` 9 02 5C2 BOCK 24 ' , PAGE 243 B PROVIDE A WEATHERTIGHT CAST ALUMINUM BOX r � As MANUFACTURED BY TRI-NE rlcs, OR APPROVED CSOA CC h i t e C t S A T R �J AT - C_ / EOUAL AT +8" WITH 3P-100 AMP •SE" RATED MA,N BREAKER AND 3P-130 AMP MECHANICALLY HELD E n I n e e C sj��n to C I 0 i , g B —) � �� CINERCyTFOR NEAREST�POWEIRSPEDECTALINAALL WIRING LT / SHALL BE 2-#4, 1-#8 GND IN 1-C 9100 Keystone Crossing 0 Indianapolis, Ind iano 4640 BID - # �- �_, A qI �� f�j�aT� 31? 848-7800 FAX 317 574 0957 7 Architechre TkAAST , EnoieerlrV WetoricchNecture t_ar,decape Architecture Interior Deal�n apace Plem�1 C, ®Copyright ,998 scope �a�STA. 14+8 c.,..» .,�.".ARM – II T«+ a a.^.*-t 0-w i—io E3 D d.oA rgiM tJ p.NmMO.aN ovWa M h qp.- ',TA 1 ?+26 g C Date Drawn By Checked By -- -- -------- .1w� ---- - --- 6/30/00 iwB — � r�L T ER ��J�, A:TE F M`—,T E MAST ARM B! D # I ( I J __ # o ' r- � Q - L_T� Rf SATE -41 D i TYPICAL ` r� A L T-r< A E 4 B ! vi 4 1 w � P A R�., E L ' .� �LANGMAR �\ DEVELOPMENT COMPANY o CARMEL DRIVE PLAN "A' KEYPLAN SCALE: I "=20' SCALE:1 =1000' W W PLAN NOTES—ELECTRICAL E..., O EXISTING LIGHT POLE TO BE REMOVED W BY CINERGY. COORDINATE WITH W PAT GASTON AT 317-776-5362. Cf GENERAL NOTES—ELECTRICAL � 0 MP � Q A. SEE DWG. E104 FOR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, POLE BASES AND NOTES. �� RC 8- LIGHT POLES (SHOWN AS 'B', OR 'C') ARE TO BE �� LOCATED 2'-6" FROM CURB TO CENTERLINE 0 D � � /� �� CENTERLINE UNLESS DIMENSIONED OTHERWISE. T N RL r 1 N _ ELECTRICAL SYMBOLS c� LIGHT POLE TYPE 'A' SEE Q� A & F DWG. FOR ADDTIONAL .J ctS • ' INFORMATION. ® LIGHT POLE TYPE 'B' J j STA. 21+46 W > > [ LIGHT POLE TYPE 'C' _ ---- ---- — — -- –- -- G TA 17-+-7C �UW - S A 19+58 i CertMed By \\\��tllirrrrii It PqR ARC EL _ 860555 /1 7 � STATE IF � \ C �J - I 4/`ER� h A r�R�V E�L �� E `- E N � w 9 EE ,Cartilled ,/lo r,N1 A1L T C �1DB 1 TR 0031 GE 5 ER By OCARMEL DRIVE PLAN '"B� KEYPLAN SCALE 1 "=20' SCALE:1 =1000' sheet NO. E101 Ot 38 sheds "DON T DIG ELIND' Fk No, "IT' S T�I E L a W' 97642 Gau 1-&_ice-382-95aa 2 wortna D��s q / PARCEL EC U T/VE C�� INSTR• / �m�vjoNS 8 �N 5 r 10 75 L7 CSOArchitects STA 25+ 12 � ng1neers&1nter1c1rs 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 1 "- 317.848 7800 FAX 317.574.0957 Archltecttre i Land t `, z �__ and r A J Hletork Archltechre T 1 ArcNtecture ' Interior Space P� occv"h1 1998 STA 27+4 scope DraWngs Wrr MM.M.aM N 1yp d�b' v.a.�.rcMv- cd MKYkA�.Ily y.�.Yq�dp M 10 hI VM c-*x t O.aw wp b-r d a eev•o., .a �I L l P&vWkxw i I i i I� t Date Drawn By Checked By if 8/30/00 TWB JWG if PgRCEL (�) 1 O E r = '� S FFj � AR�� E� =' �� J R T _ET 1 f ENT � ONSERV 1 PRPR/_ES VA T1 r�,�� T R. �� 9 /NC PA' O � 32h0g AsC EN 1 PLAN NOTES-ELECTRICAL /NSn ER 1 '� O 1 0 EXISTING LIGHT POLE TO BE REMOVED j BY CINERGY, COORDINATE WITH PAT GASTON AT 317-776-5362. w Q GENERAL NOTES-ELECTRICAL W W � A SEE DWG. E104 FCR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, POLE BASES AND NOTES v B LIGHT POLES (SHOWN AS 'B', OR 'C') ARE TO BE (f' LOCATED 2'-6" FROM CURB TO CENTERLINE CARMEL DRIVE PLAN nC CENTERLINE UNLESS DIMENSIONED OTHERWISE, W KEYPLAN 6 F-Z 'QLE: 1 ' _?0� SCALE:1 "=1000' D CIL. J J -- — U STA 32+84 `� u STA- -0+84 j. 1 I � I PAF\ EL AS)S !ET L (_> i' �' `� � R 'A ' I '� J ENJTERJRI E INSTR . # 9 -i � 2f 0 � E Cerftd&j j FL,4" NER BUCHANAN , I IN PAGE 15 ---- PARCEL 24 _ IS PARCEL 23 2 3 � e - U . S . RESTAURANT PROPER No, TH0 ��1AS L . DUKE _; 860555 INSTR . � 8700090 INSTR . 9709712126 0� STATE OF �I0 NAB i 'v0 I AN0. ��tli11i11\\\ CwVod By I Sheet No. I E102 of U _haste CARMEL DRIVE PLAN nD" KEYPLAN 'DON'T DIG BLIND-SCALE: 1000 T�!E ��• == .: "- ' 'ITS LA _GALE: 1 ' 20' SCA L W' 97642 Gall 1-800-382-5544 2 Workng Gaye R'for. r", r" f-- i -Z 7 08 PARCEL_ I MASTER CCIMPAI\]Y , INC . CSOArchitects NS-71R . # 9538697 Eng1ne-ers&1nter10t-`3 9100 Keystone Crossing Suite 200 Indianapolis. Indiana 46240 317.848.7800 FAX 317 574 0957 VAST ARM Archttectwe G Ervheerhg C' =ecture 0 —---------- Lambe"Arcttecture InterlorpD space J= STA. 39+27 OCopyrghl 1998 MAST ARM SC*PO f'.- Dra*W ft 'd w a.",ft—Jv a*—- pw— w—0�0 4•.1 U.U.b t On 0.b—a 0.yMd "CAIW. A- Z RevW" v_- T IRV 3-+33 F' JI r Date Draw By Chocked By 6/30/00 TWB JwG J"I MA 7 ARM Li c . < C) TPI-N E T, T 4-:�," NJTr4 p 1 AMP E" PATED MAIN F3P�A�FP Ar.!D 5P-1�)O -VP M-Elf-'HANICkL1 HELD N TA( 'P)R #'�17 Est (--()(jPr-1N,4TE MT-H 14EARF'-'-7 PEDE-J'Ai- A L WRING HALL BE 2-#4. !-#8 N IN Ci P A R EL_ 2"S w O i-F INVESTMENTS , I BC READ ESTATE I I S T R 9 4,11 33l-D CARMEL DRIVE PLAN "E� I LL � � KEYPLAN ALE 1 "= 20' SCALE: 1 1000' w E----4 PLAN NOTES-ELECTRICAL z (DEXISTING LIGHT POLE TO BE REMOVED BY CINERGY. COORDINATE WITH PAT GASTON AT 317-776-5362. PA P(7- E L I RELOCATE EXISTING LIGHT POLE OWNED BY Z- STEAK AND SHAKE. EXTEND EXISTING CIRCUIT AND RECONNECT AT NEW LOCATION. PROPERTS , G PAP( E COORDINATE LIGHT CIRCUIT AND/OR ANY L BUILDING POWER DOWNTIME AND SCHEDULE '9 8 9 42•N ) 8 (5 4 f' ') 9 WITH STEAK AND SHAKE OWNER REQUIREMENTS. RELOCATION TO INCLUDE NEW POLE BASE AND S- 4� GROUND ROD AT EACH LOCATION. CONTRACTOR 0 u TO INCLUDE ALL COST IN BID WITH NO FUTURE COST TO THE CITY OF CARMEL. GENERAL NOTES-ELECTRICAL A. SEE DWG. E101 FOR SCHEDULE OF NEW LIGHT POLES AND FIXTURES, POLE BASES AND NOTES. - ---------------- w B, LIGHT POLES (SHOWN AS 'A', 'B', OR 'C') ARE TO -7r ® ,f)B1 E LOCATED 2'-6" FROM CURB TO CENTERLINE CENTERLINE UNLESS DIMENSIONED OTHERWISE �_ _ _ � > N _)TA 42,1)5 C STA 44+80 T —A -k- 2 Cw0ed By PARCEL 52 MELLCIN/PIER PROPERTIES N�\ S \w' G t 1111 I S T Eq INSTR . # 8806763 P F F PARCEL 31 N o. C) M T —C 860555 Li -7 L— D PARTNERSHIP STATE OF PARCEL_ L L HE`� F/AMIL",1' LIMITED C 'p D --z 4 5 , PA G E NR'vV \- NAL F��`�\ 1-: 7 --z N Cwiftd ey CARMEL DRIVE PLAN "'F"' KEYPLAN SCALE. 1 "=-20 SCALE. 1 1000' Shoot No. E103 of 38 Sheets "DON'T DIG 51-ND' THE LAW" 97642 CiN 1-800-382-5544 2 Working Days Before roe Pig, CSOArchitects Eng 1 nee rs&I nterIc)[---, 9100 Keystone Crossing Suite 200 LE Indionap,)Ihs, Indiona 46240 E POLE E 3117 848.7300 FAX 317 5740957 HAt4DIF'OLE S LAYOUT H, IF HANDI-ICLE I'v1OUNTIN(, BOLT' AND PER 60 "4D j T A',D LA'T21UT PER -)LT", At�- PER r R, -C)VF-P VIFGR TEMPLATE'.IF P 'EYPIL-ATE �AF(-, TEkIPLATE BASE E ESA E E;-� BASE (--,CVER Archftechre -- r E,ASE WITH (-HAh IFER Ervineering BA'-�F- AITH 1 " EASE VVITH 1 " H,.^,VFER Land PWV*V Hi(--,H 01-)ALiT't PROVIDE VERY -VCH QUA) !T-f F-Worlc Archillectwe PR WIDE VE R'� PROVIDE VERY I-AnclecApe Architecture (-ITH FINISH FINi--H :)M(j-C)T]-j F!NiiSH --j "FTh GROUT BASE interior D"M -,P(-)IjND N4PE TT-I I #6 4WG CIR(DUND 'AIRE � iT -Af 46 AW(� WIRE space Pkwrkv RACE N S,H FI%ISH GRADE cD FiNI-H �-PADE *Copyrqht 1998 Scope -44 ry DravAnge wcwc4 We— &.-w 4. c., ka w— a 0.C. 0. < IM- LLJ L-j Pwwom L-i w__j j A V. 0 C) -FOIJIND P(-,D - PPf # DEPT BAPS PROVIDE #6 VERT BARS I Yv I E #3 TIES AT 3" PPOV'DE I T E'-- PPC ri E -!E'-, AT 3" tj IT j,I T- D E P -5 1 0 C AT TOP, ��MAINL Cf'� D AT T-,P. AT 11-�P oats Dram 13�y Cheaed By Ai T, A 12" T�L` AT 2" 6/30/00 TWB 1fwG— 1-- — --- —-- - F-'� "4'' DIA F,--.P P�-;L: E RE T 8 DiA FOR POLE T- PE P* < D POLE BASE DETAIL TYPE ' C ' FIXTURE POLE BASE DETAIL TYPE ' A ' FIXTURE POLE BASE DETAIL TYPE ' B ' FIXTURE SCALE E No SCALE f- CAI E L w > > C n W CAMERA VAST I , , I II 1 I , '17 V,%'�� - L I' T - Y, N T 1 TRAFFIC SiC.NAL CD , Lj Y- PE y MAST ARM Y� -A a V J 7kN LIGHT 1 A k.1 A PV I BRAT K ET EYEBOLT LL L E AT M L H�, I- �-EPTAt- LE T 9 'A EC M Ij 7 E A'"',P F 1 '41 ATE E N Al' , A,- T < J� VA -'rT i POLE t-fE BC�LTS k�A E DTAC E Li RE( AT A:, V1 C4 tS V� L - - VAi', 71'-L� - V�- 7AL C 61DEP P -4. E �1� 1 2 Q� - V I LIGHT POLE TYPE ' A ' TYPICAL INTERSECTION MAST ACCESSORY MOUNTING �f �P X �)E '�'r 'P, N -,V ARM ORIENTATION PLAN 7 j I.' I L HEIGHT DETAIL- I tiEATH; ?Pplri F, -ACS; 6 EEC N NEF TT NO SCALE O 'SCALE )P,- �E N N' P . iAAT T� E L V, Ta ,'E E� N P:vl�j C T 21 4, E rN AN aA LE. VITH A D,'A NT C) SA -P, V V T( L RE V 71)�D 0" ELC J LE AND I EE, fi k- URL--SAPM SHALL RuN PF '01: AR 1-Tk 'I F AD.-4'F N T )Ar Certhed®y GENERAL NOTES A. ALL EXISTING STREET LIGHTS WITHIN PROJECT LIMITS TO BE REMOVED COMPLETELY INCLUDING BASE TRANSPORT POLES, LIGHT FIXTURES AND ALL ACCESSORIES TO ST 11 0 STORAGE LOCATION AS DIRECTED BY THE CITY OF CARMEL. DISCONNECT ELECTRICAL CIRCUITS AT SOURCE AND REMOVE WIRING TO SOURCE. REMOVE CONDUIT WHERE N o. % EXPOSED OR DISTURBED AND ABANDON REMAINING CONDUIT IN PLACE. c� 8 6 0 5 15 70 Z7 D B IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING 0 STATE OF %FSS "0 1 p,tk CONDITIONS INCLUDING UNDERGROUND UTILITIES AND OBSTACLES. WHERE POSSIBLE DO NOT DISTURB EARTH EXISTING UNDERGROUND UTILITIES. PROTECT UTILITIES WHEN '0 N A� WORKING IN CLOSE PROXIMITY. DON'T DIG BLIND, CALL 1--800-382-5544 PRIOR TO ANY WORK. Cw%od EIIII, Shoot No. E104 01 M qh"% A., 'DON'T DIG BLIND' Fm No- "IT ' 5 T�Iif LA-W' 97642 W> kng Dayt. F- r«, r),g, --'`---------- ------- ----` ------- ------ PHASE DIAGRAM To F4 RANGELINE ROAD IS PREFERENTIAL., CARMEL DR . � ' \ -- / \ H/\NCEL]K�E MUAU FLASHES AMBER �� CARMEL, INDIANA CARMEL DRIVE FLASHES RED so RANGELINE RD . S . RANGELINE ROAD NEW COMBINATTON POLE, 40 S16NAL AND 30' CAMERA MAST ARMS ON FXISTING FOUNDAT ON AND 35 CAMERA Ms',,S- .4RVS 7C '14 2 -5C114 LL ov REVISIONS 01ARMEL DR , SNS 3C/ 14 IV LEGEND AN TT N 12- GREEN) SIGNAL. INDICAT ION / vvr+/ u ScC/ �um � ncu 12 mwocn 2 unccn 'Z '`~~E'` ARROW,`~ 12 ~'`^~` ARROW)^^ SIGNAL^ ^'`~^~` ^^~'` ` Clk LXlb|lN6 CUM|MULLLR UNU 8UUU IN LXlS! 1Nb "P1" CABINET ON EXISTING "P--l" FOUNDATION SIGNAL CANTILEVER STRUCTURE AND MAST ARM 0 STEEL STRAIN POLE FOUNDATT N EXISTING ION LLJ 18" PEDESTRIAN INDICATION WITH INTERNATIONAL SYMBOLS, PUSH BU710N, AND SIGN RIO-4b OVERHEAD STREE, NAME SIGN, DOUBLE MOUNT HANDHOLE EXISTING HANDHOLE V) DETECTION CAMERA AND MAST ARM CAMERA DETECTION ZONE C COAXIAL CABLE 2" GALVANIZED STEEL CONDUIT A&F ENGINEERING CO. , IM , EXISTING CONDUIT CONSU THIS INTERSECTION BID AS ALTERNATE 4. EXISTING UTILITY POLE 5172 E, 65th St. EXISTING FIRE HYDRANT INDIANAPOLIS, IN 46220 EXISTING LIGHT POLE STOP LINE PHONK (317) 842-0864 FAX: (317) 849-6816 " ¢��°,+LS WAlA�•. �: .?..:.. .W. :',..y.,4 >•e8pks .4kRU' 'va.Yt ..p' '�, M WI ""Am, ifNlY#S'�TSJ•d'xMYFxY' tr,-•.YMEk',an s+aT"'«n'E^,,�nr,YM�,,.* _ � ` .,. - ., _. ... ! 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S. 836 ✓� n 1 I 4•. - --- __ 839 I I , t m COO Ts' MAR N E3�r� EVER o' LCi��IC J i 1 0 F of 1 E x, I i : l I TT i 1 _ _- 1 ; , MEDICAL DR. 71A ilk I i l r t !r ct-r lot i � 1 I l I /" - i I N FT Cc ti 1 / - I I _ , I n I �L - i i , It (I� y I i I 1 i A nzo l f ' i r 1, - I z Cy _a A � o n t r 1 i rT1 •I i rr E � y C � � x IG — —_ -- r �� ,.� s �� i r _ 1 CD T I T; r t � _ ,ry LD cc I r _ r I �Y r f nI ! �, �1 -ID CA g'Ti to Z 1 j Cb lT ! t r CO CYJ co 00( , Gi f I •- N N N N C..I I � i - 7 _ _ _ � (..,' ("i RBI O�J Ol 6>O _ N�ENV C) Ur� I I -J '� W � 24"RCPI �CP MF ' 1 Y ., 00 I r 1 _ I I (n m Z C� t 1 ' 1 OD CIS a} 9 .., I ")NN CC)cc ' (fly 1 I _ I w I n <<o z r '' � f _--�-----------� _ �. 0000 7-11 -- NNCA - - * 1 I 1 I i - - -- ---------- --- -------- - I y� co LA n'k i 1 00/ AAA WAY TI z <� W j ----------------- �� \ _ ---- j � I e,o vo CARMEL ST T PROJECT No: No. DATE REVISION BEET CAPE PROJECT Vf`00LPEP l P 55349.0 HAMILTOK COUNTY DATE 0211' _ _ 7n CARMEL., 'NDIANA r "1 � SCALE F268 -< i 92 99. 750 DES. --- 0 TOPOGRAPHIC SURVEY W00UMT ��x: J .29 .E DR = -- CKD. Y wT * _ j j— F1 S T d i I I i i I I r< T C _F�26 rn G R 2 4 ?� 824.7 ; i i i ...VAVA 1-Y , C ..tee _ .___.. _. —. ---- -.- - ..- _ .•..• a..-- - _- °'- i � ',. _.._ --.___ -___-_____ ..__ ... .. v 826.93 ` q i a,. CARMEL DR. W E-• z 38 39 L'NE „6rr _ �� 41 42 Q \ l S 89•S1`9" = O 1 Z i 1' W 2, 2 3 _ pF� 82 — - --_ -a _ U <I ; O �- _.._• ._.-_ .. ..moo . .., - _ - ... I i,i , co a iiiaiiiiii a o co O D U I - `1i I r I I I 1 i — '1 1 v i n) 1 I j 1 / I i T— 1 ) u" P1tIHK W i FINS f EIi\V (� r') EROS. HO SHOTS S EA.K NOTE : �k N Ll-- 5 H A K E_. � (J 1 I I I I I x I ; SYMBOL LEGEND 10 PK NAZI_ SET T GAS UTILITY MARKER IRON PIN W CAP SET GAS VALVE FOUND Ph: NAIL TRAFFIC SIGNAL POLE FOUND :RGN PI W�CAP TRAFFIC SENSOR SIGN DEPARTMENT OF TRANSPORTATION MANHOLE uj 1 / / TREE MISCELLANEOUS TRAFFIC SIGNAL ,,FIP 4 _ - -�9's / FINE TREE TELEPHONE PEDESTAL W — �'` �' `_ _ - - - -- — _ -- -- : -- — ------- --- ---- SHRUB TELEVISION RISER Q BOLLARD TELEPHONE RISER WZZ } - FLAG POLE 717- TELEPHONE UTILITY MARKER , RANSFORMER TELEPHONE MANHOLE 00 jo � r i 00 ;iGHT POLE CABLE RISER i 45 45+4t.9 Z �„ FLOOD LIGHT CABLE PEDESTAL T - - POLE ELECTRIC PEDESTAL. wow - - W c/) MAILBOX POWER POLE J 2 C` Ar?Mr i_ )R. STORM S> RUCTURE NUMBER GUY WIRE II STORY SEWER ELECTRIC MANHOLE Q 0 Q CATCH BASIN SPOT ELEVATION •� � ••. uj — _ w N Tom. Zo CURB LE I -- --- --- CONTOUR ELEVATION STO RM SEWER MANHOLE WATER LINE — \ LLJ SANITARY SFWER MANHOLE GAS LINE SANITARY STRUCTURE NUMBER UNDERGROUND ELECTRIC LINE s ` WATER METER PIT UNDERGROUND TELEPHONE LINE 1 . . Q — - �_ a,k , „ . WATER MANHOLE FIBER OPTIC LINE FIRE HYDRANT UNDERGROUND CABLE LINE r f ( I WELL BRICK AND WROUGHT IRON FENCE I J , -_ - C/� WAFTER ✓ALVE - w HANDICAP RAMP I A ti.'r?: " NOTE : , F l_ J L E ,. 0 20 40 Fj SCAT E: i r 3 011 4 { 4 4 3 t e !� P 4 e 5i t f i t i t i i f . f 1 1 i . 1 D Z G� (mil - Z �L7 Q 1 r ' / Y k - i 1t4 I i r i I � II I i - L � Ebk 1 I z 7-, s ' PROJECT No: No. DATE REVISION CARMEL STREETSCAPE PROJECT ■ MILTON COUNTY DACE HAMILTON :� scAL E . CARMEL., INDIANA DES W001PERT _ _ rya. TOPOGRAPHIC S