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HomeMy WebLinkAbout04110021.1i E CL Ln to I rn 0 0 N �t N z° 0 ai N E W 0 m 0 a Q 3 v m to Q 0 L) L� M 0 cD cn 0 Z d It 0 710.01' f 41 S OD'25'34' E 4;).00' -� N ___________________ ------------------------------- -- ----------- - - - - -- 131ST STREET - Ti0f�T1�L�NE 1 ------------------ --- - - - - -- S4 HT E 131 ST S4HT N 88 2'47" E 895.02' S_84.01 V 17 r-7-7-rt ==1 7-7- - M (6 1 1 1 1 1 1 1 1 1 1 -- } O `- TINT OF BEGINNING - A PROPOSED RAMP J t L - - RIGHT -OF -WAY PROPERTY LINE 15' PROPOSED Q O , N 200'R Q Y RAMP SETBACK - - - J ` 1 y. n TYP - - Z a T I f K -- - - I O N 1 ' #' 28 - 28 2 1 9 ..A � 5 A A ♦ m � - L_ iL 1 l 1 1 •Q- O � 4 - - - - - 0 -1- ti 'Q ....... - .::............ ..... ;x; \ FUTURE PARKING I I L _-- -.._..___... ............._...._ ...... �!p ....... t} .... .....__............._.......... O - -._._.. .._...- ........................ _....._ ............_._................ - 9s' I NOT PART OF _ I - - I - - -- - _ _ R ♦ - - I - THIS APPROVAL) I T J / TYP I t t - - f� 1 � I K 6 - ...: I 7 7 Z O b 6 ' fYP - o .� K L b.. t J I j F _ _ 1 O _ E 4.9' J TYP. O J 5.2' •• -lE : _ LO 5, H A '` © - ���/ // / - - -�- - - - - -�- - - - , - - - -�- - - - - •--� � � 1 18' 19' 19' 1 19 .......... ?F.: 18 1 1 L �/ - a J / -- - - -I - -- - -I - - -I - -- -- r 13 10, TYP. 27 - - f SEE DETAIL / / _- I -- -- J RM N 10, - SHEET C2Q1 5' e TYP. K _ � I 1 � 3 _ _ O `C / FIEL� -- -- -- - - - - - -- -- / 1 B - - 4 B 20 24 - 1 � K C� \ L j >� p A 1 K 15 U \// / \ I / L o _ / / / r R - 2436,83' T L L v- O .. _ ___ , � A •� - ; � IYP. D `�' � / / �'� l '� � � I L CHD BRGB -d m O �► 15 `�a.�sf l 1 S 12'46'17" W SEE DETAIL TYP K CHD L -242 ' v e 98 3 - - 0 SHEET C201 Q .d m 18 K FIELD - �- - 1 •:::..:� : =:� :� � ,: F � t = /• � jr I 1 1 1 I [ [ ! I I I ! I I I I I 1 I 1 1 I I 1 I b t 15 'TY#',:. -� m . - > _ z _-1. I -I- I I L I I I 1_ 1 I I I i TYP. A 15' B.S.L. 15 . { 22 332.82 1 O- - - - - - - - PROPOSED BUILDING 1� PROPOSE 183,345 S.F. K GARAGE F.F.E. 869.50 �. F.F.E. 869.50 - CONCRETE E'_Y Q 4" CONCRETE SLAB ' A 30 22 ON 6" AGGREGATE 8A5 ON 4" AGGREGATE BASE \ \ ~ 3 15 - q \ \ cl K \ 4 J TYP. A / SEE DETAIL O SHEET C201 16i J TYP K O A 14 14 �: =: • � :fix \ \ \ 64. y A - i A A A `OQLi 16 A ^y0 /- -- o ti l 10 1 O'R L '� L O L 9' TYP. J TYP. L A ��• / Q .�- orn N K L 1 J TYP, ' r A Li F Ft:':•: E 00 12 f 11 5 Ati� - - -� - -- - - - - -- - - - - -- ' w moo°' : :_:: _:: s- _ E _ _ %• //% - @\ - - -�- - - - - -,- - - - - -I- ,, / �� - - -I - -- - - - - -- - - - - -- E P TYP. 331.8' E P TYP. - - 0 /, // /// / 1 - _L _ - I _ - .l _. _� '� � iO A 41 41 _ _ ------------------- R-=_ i �/ /i HAMILTON CROSSING BOULEVARD - _-_ -_ - _ _� - -- � _ 207• o; �` ._ _ � / f \ - - - - -- � � CHD \ \ ` /// --------- - - - - -- N 68'11'13" W ZV / \ CHD L- 1356.69 \_ I I 1 101 \°�' \ 4 43 �. �.� �_ �_ �- - -,- - - Col• fl s � 1 LEGEND NOTES: LEGAL DESCRIPTION 00 SYMBOL DE: CR1PT10N SYMBOL DESCRIPTION 1.) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. APART OF THE SOUTHWEST QUARTER OF SECTION 26, Q � '4- I m - Lm -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, 0 N I\ EXTR 10ED CURB OT PARKING BUMPER -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE H & ON CURBS SHALL BE 5' UNLESS NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE 710.01 INTECRAL WALK & CURB O CURB END TAPER 2) RADII P D AREAS ORT LINE S Z ® NOTED iER E FEET ALONG THE NORTH OF SAID QUARTER CTION 0 C O TYPE 111 CONCRETE CURB AND GUTTER O 4" PAINTED WHITE PAVEMENT STRIPE 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE TO THE NORTHERLY EXTENSION OF THE EASTERN RIGHT -OF -WAY LINE OF MERIDIAN CORNERS BOULEVARD; U W �p TYPE t1 CONCRETE CURB AND GUTTER AT 45' ANGLE, 2' O.C. STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE ARE FOUND IN THENCE SOUTH 00 DEGREES 25 MINUTES SECONDS w O GUARD POST FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES E EAST 40.00 FEET ALONG SAID NORTHERLY EXTENSION TO •' co" THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL THE SOUTHERN RIGHT -OF -WAY LINE OF EAST 131ST O CONCRETE WALK O GROUND MOUNTED TENANT SIGNS CONTACT A/E IMMEDIATELY. STREET AND THE POINT OF BEGINNING OF THIS Ld DESCRIPTION: THENCE NORTH 88 DEGREES 42 MINUTES 47 gj� DATA J F O CONCRETE STOOP O 6" CONCRETE DEPTH 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES SECONDS EAST 895.02 FEET ALONG SAID SOUTHERN m (D cf) o z (5'x5 UNLESS OTHERWISE NOTED) AS NECESSARY, RIGHT -OF -WAY LINE; THENCE SOUTH 84 DEGREES 01 (%) Vo- C:) O MULTPLE DISABLED RAMP ZO DISABLED RAMP 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED MINUTE 56 SECONDS EAST 284.81 FEET ALONG SAID SOUTHERN RIGHT -OF -WAY LINE TO THE WESTERN ACREAGE BUILDING S.F. 10.002 Ac. 183,345 S.F. IO g "DO NOT ENTER" SIGN DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTP.ACTORS, OR SUPPLIERS SHALL BE RESURFACED OR 145 -FOOT HALF RIGHT -OF -WAY LINE OF U.S. 31; THENCE REQUIRED PARKING SPACES 1 SPACE /300 S.F. I,._. O 7x7 TRANSFORMER PAD � RECONSTFUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER ALONG SAID WESTERN RIGHT -OF -WAY LINE SOUTHERLY U - 550 SPACES O . 4" P.;INTED WHITE PAVEMENT STRIPE CC EXPANSION JOINT CONSTRUCTION WORK IS COMPLETED. UC 243.08 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 2,436.83 FEET AND SUBTENDED BY A LONG STANDARD PARKING SPACES 334 DISABLED PAVEMENT SYMBOL (PAINTED BLUE) 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. CHORD HAVING A BEARING OF SOUTH 12 DEGREES 46 MINUTES 17 SECONDS WEST AND A LENGTH OF 242.98 HANDICAP PARKING SPACES 13 NORTH O REGU AR DUTY ASPHALT PAVEMENT 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 PARKING GARAGE STANDARD PARK114G SPACES 357 Certified LO LANDSCAPED AREA �- DISABLED PARKING SIGN PROPERn LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. SECONDS WEST 332.62 FEET; THENCE SOUTH 43 DEGREES HANDICAP PARKING SPACES 8 O 40 80 120 27 MINUTES 50 SECONDS WEST 351.72 FEET: THENCE �O tI / CURB TRANSITION 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, NORTHWESTERLY, AND WESTERLY 160.70 FEET ALONG AN TOTAL PARKING SPACES 712 3 4" PANTED BLUE PAVEMENT STRIPE 11 Sheets STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. ARC TO THE LEFT AND HAVING A RADIUS OF 207.00 FEET FUTURE PARKING SPACES 211 GRAPHIC SCALE IN FEET AT 4.' ANGLE, 2 O.C. 4 O NUMBER OF PARKING SPACES SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS, AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 68 DEGREES 11 MINUTES 13 SECONDS WEST AND A N O 4 " PANTED BLUE PAVEMENT STRIPE " 9.) ALL STRIFES ARE TO BE 4 PAINTED, WHITE, UNLESS OTHERWISE NOTED. LENGTH OF 156.59 FEET; THENCE SOUTH 89 DEGREES 34 CONCRETE MINUTES 26 SECONDS WEST 401.00 FEET; THENCE NORTH 14OLEY Molar © CONTROL JOINT 10.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE 00 DEGREES 25 MINUTES 34 SECONDS WEST 446.53 FEET ALL AUT04OBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED TO THE POINT OF BEGINNING AND CONTAINING 10.002 DONT 40� ® 6' ASPHALT WALK PER DETAIL HEAVY DUTY ASPHALT PAVEMENT BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, ACRES, MORE OR LESS, THE BEARINGS IN THIS LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. DESCRIPTION ARE BASED UPON THE NORTH LINE OF THE DI G G hz O IDENT FICATION SIGN 11.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, TRACKED ONTO ANY PUBLIC SOUTHWEST QUARTER OF SECTION 26 TOWNSHIP 18 NORTH, RANGE 3 EAST HAVING A BEARING OF NORTH 88 BLIND 6" DUMPSTER PAD WITH #3 BARS O 12" OC BOTH WAYS DIRT, GRAVEL, AND ANY OTHER MATERIALS DEGREES 42 MINUTES 47 SECONDS EAST. SUBJECT TO ALL (SEE ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) OR PRiVAi E STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN EASEMENTS, RESTRICTION, AND RIGHTS -OF -WAY OF RECORD. THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 1- 800 - 382 -5544 CALL TOLL FREE 44 Duke REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis M 46240 Phone: 317 808 -8000 i - I I'm 317 808 -6797 In 0 Fjjc 00 I E C0 N M O Ln N LU Q � '4- I m �a(N Lm D 0 N I\ X Q H �w h--•i Z 0 O 0 U W �C> t� •' co" t� Ld J Z m (D cf) o z Z Q (%) Vo- C:) a IO Z U W J p z w I,._. mQ � J U Q = 00 Certified �O tI Drowln9 Number. 0200 3 of 11 Sheets Dub Pmk .lob Nurt�b�r HAM 006000 A/E Job Number: 60316.01