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HomeMy WebLinkAboutPi REVISED WALK JULY 26, 1996 AGENCY COMMENTS O W Q 0 BUILDING SIZE O W NEWARK O 0 (PB. 11 ct PG. 7 -9) O D � Q O w� z J W CD Z Q ri o- 0 U 0 i U 61r� COFFMAN'S RE -SUB (PB. 2, PG. 85) AUMAN'S ADDITION (PB. 138, PG. 273) N89.55'00 "E o� 109.72' 0 6' WOOD PRIV. FENCE T O ❑ 0 — TELE Q OVERHEAD UTILITY LINES TREE ROW B0"� N89.55'00''E 313.70 r OH — T T T — U.G. TELE. _ 6' WOOD PRIV. FENCE — - 30' BUFFER ZONE — — — — — — — — — — — — — — �1 D. U. & S. E. — -- 43' :. — - 1 I DI NABEL TEL C s :': o. SM T. BK 25 , P . 56' :. A. 16 c� I :....:: . :.. ..: '� ... .. 17 ...... L z S. E. g FZ :...:........ ' :......:.....:...... ...........' ::.. : : :......' �� ; TYP.' :: : :. :: E ' ............................ M NA B' ................ E A ............... ........... z I . ' .................. ' °• ......... '°''•'•''N . ..............G.." ...............' ........ ....2'.5'..� . ...... A �8' . . .8' 8 ,S- .'.'.'.'.' .'.'.'. °.'.'.'.'. .'. A E c .... .. °.:.: - .... .............' ::::: .:. °.: . .. .. ... .'..'. h 15 O IL . 04 LO ''' 2 0 28 .. j :... t _ r I ............ oo EL w z '.6'.'' . CONC. �'';a;;O ( WALK A ;.. ^ 5' CO NC. Q � rl X : WALK ry I- W CD cn O... • •........ .............. . F Q ................... 0 I I i z m p FZ ' I z2 . . .:� ... I 0 137.2' V) w x p of W 0 vo CD Cn r2 U (.0 - QD M N X ::) Y ° m 0 24.... I N , W . .. .. ................ w .. .. . . ::: : : ❑ — - — — — 52'R I ,j9 I o6 0 00 s. I ° I 2'x2' CONCRETE PAVERS 0 K � N89.55'00 "E 364.00' PRIVACY �EN I 0 H S89 55 00 o IDENT FI AkIbN SI 60.00 ' ❑ ASPHALT Lj • �S; I ° °° \� �O •Q. a .. .: ,. , 0.,. o I I D INGRESS – EGRESS ESM'T FOR I I EXECUTIVE DR. (INSTR. #85- 10515) I I N I 1 ° ° 6' STAND. /2' WIDE B F�F{G POLE \ °° ❑O °° 0), �h II o° o °° ONRETE PAVERS a CURB (TYPICAL) J ❑ P PROPOSED Q).� BUILDING o� Ln \ � I •7' G - �� // ► 17983 S.F. °c II Ln I , � I � I II ( III I I • 4 5 d0 C. WALK tl ° e - - - - -- 136.9 o ' I I II ;p 12.5' a o 0 5' CONC. WALK I: II — — --- - -. - -� 20 D. U. &S.E. 0 L TREE ROW II z II. -- — - --� G. GAS LIN G G -- G GA 64 0 A Q VALVE — — VALVE II IL I r- -I i -I I -7 1 I 1 1 1 1 1 I 1 I 1 I { f i I i I I i i II Q Il.. II II I ASOHAL'I PARKIN LOT (I I TRASH I CONC. II I II AREA I I I I 1 I i I 1 I 1 I I I I I I I i I I i I I I 1 I I i I I I I 1 I i I I I J I I I I I i I I 1 I I I I I I I I i I ----- - - -r_- ' I I I i 1 I , I I I I I I I AREA LI HT I II -- - - - - -- I II EXECUTIVE COMMONS, INC. II I Ir-- - - - - -- (DB. 350, PG. 319 -320) - - -- - - -- -- - - - - -- I I I > r it I II L— _- - - - -.1 QD II zo I II ASPHALT --- - - - - -� I BENCH MARK& I) I II - - -- - -� L- - - -- VOLEY ruler- _j -------- A CONC. DON'T � w DIG I x w ASPHALT BLIND 1- 800 - 382 -5544 CALL TOLL TREE I 1� ((��: I WI z 0 NI Lil M l TB M 1: NORTH HEX NUT ON FIRE HYDRANT AT NORTH SIDE OF CARMEL DRIVE 200 FEET EAST FROM INTERSECTION OF EXECUTIVE WITH CAEMEL DRIVE !ELEVATION = 843.02 TBM2: CUT "❑" IN CONCRETE AREA LIGHT BASE AT THE EAST SIDE OF EXECUTIVE DRIVE 71 FEET t SOUTH OF THE SOUTHWEST CORNER Or" SUBJECT TRACT ELEVATION = 845.61 ►� 0 Li 10 Lo I P 0 10 0 X 0 0 = 00 N z W � J 0 0 U7 �- � 00 z m /\ 'M yj NORTH Fj SCALE: 1"=30' 0 30 60 LAND DESCRIPTION PART OF THE SOUTHWEST QUARTER AND NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 18, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: LOTS 5 AND 6 IN CARMEL CENTERPOINTE, SECTION TWO, THE PLAT OF WHICH IS RECORDED AS INSTR. #94 -36327 IN P.C. 1, SLIDE 455 IN THE HAMILTON COUNTY RECORDERS OFFICE. CONTAINING 3.168 ACRES, MORE OR LESS, NBBJ Architecture Design Planning 55 Nationwide Blvd. Columbus, Ohio 43215 Telephone No. (6141224-7145 Fax No. (614) 224 -0218 LANTZ JONES & NEBRASKA INC. STRUCTURAL ENGINEER 4670 Larwell Drive Columbus, OH. 43220 Telephone No. (614) 459 -5950 Fax No. (614)- 459 -0394 7140 Waldemar Drive Indianapolis, IN 46268 TEL: 317.299.7500 FAX: 317.291.5805 WOOIYERT LEGEND SYMBOL: DESCRIPTION: AO CURB & GUTTER TYPE III O CURB & GUTTER TYPE II 0 INTEGRAL WALK AND CURB O 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. OE 4" PAINTED WHITE PAVEMENT STRIPE a OF HANDICAP SIGN 0 V 6" CONCRETE O HANDICAP RAMP 0 0 UJ STOP SIGN OK 24" WHITE PAINTED STOP BAR © 6' BRICK SIGN COLUMNS OM TRASH DUMPSTER ENCLOSURE (SEE DETAIL SHEET) ON LOWER CURB TO FLUSH WITH PAVEMENT AT PAVERS & HANDICAP PAVEMENT SYMBOL A DOOR / CURB TRANSITION NUMBER OF PARKING SPACES PROPOSED CONCRETE 0 F 7 z PROPOSED CONCRETE PAVERS WITH CONCRETE BAND PROPOSED ASPHALT PAVEMENT pyf� 8-#53 STONE+ 2" #9 BINDER 1" #11 SURFACE PARKINS DATA STANDARD PARKING SPACES 36 HANDICAP PARKING SPACES 2 TOTAL PARKING SPACES = 38 NOTE& 1.) ALL DIMENSIONS SHALL BE BACK TO BACK OF CURB UNLESS NOTED OTHERWISE. 2.) ALL RADII SHALL BE 4.5' UNLESS NOTED OTHERWISE. 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY.' 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS THESE AREAS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 8.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 6.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED, 7.) HANDICAP RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 8.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 9.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 11.) ALL EXISTING TREES TO REMAIN 12.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. NOTE: EXISTING UTILITY, BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY PREPARED BY SCHNEIDER ENGINEERING CORPORATION. NO WARRANTY IS MADE TO THIS INFORMATION. Z REVISED WALK JULY 26, 1996 AGENCY COMMENTS JULY 24, 1996 W BUILDING SIZE JUNE 28,1996 CO I REVISIONS No. .1 ' 20572 q STATE OF m �� IDRAWN BY: PROJ. ARCH: PROJ. NO: DATE: 10 -10 -96 DWG. NO. C 2