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Home My WebLink AboutC200 Site PlanSHOULDER N 00`03`57" W 30` GREENBELT SETBACK ASPHALT 3 --STOR 1 9 NORTH PENNSYLVANIA STREET 580.64' OM r S 00' 10 E IMO .r.. 474,72' PROPOSED ROW POND "B" 100 YEAR ELEV. 867.95 NORMAL POOL ELEV. 864.00 POND BOTTOM ELEV. 856.00 0.73 ACRES 1, 1i II l 11 11 CONCRETE SIDEWALK T r1 L _l_ t. f- t -L J... i_1_,t..L1 -L t t' N 00'03'57" W s 00 E i., yy t 1 1 ,1 i I 1 I 1 I 1 I I 11 II t 1,, r s 11 !1 i 11� t1 1 11 11 t 4. 11 1. 1 r t 1 I! 11 11 1 1 I Ir 11 I -h- tr r 1 i r1 1 11 44 I 1 11 s ,r It 11 1 11 yI t 1 1 11 1 1 tr. rw, J t E Fi 1i 1t r li I 1 R 1 ri li 12; 1 I -la s.. i 7.. ii 1 01 4 t t 1 I t 1 01 1 1 t 1 1 1 0 r 1 1 t 1 1 1 1 1 1 1 1 t t I 1 1 0 1 I 1 t 1 1 1 I .4101A 14_ V gi.raTi a'fr i ri w rr a�"tw s .Tr r .rw�s .a*"i ,I 1 NV* _r Y" r `7t r :I T,"1" T !"•rY'R'"1' "L" T, rr.' 1 r :41 li_1_�.k =L 1 ,L JS il_ !,_i C J.. L J. 1.r �•t. ano •armosoommom NUM 4111111 SIIIMMMEN111111611 ONO OM Mb ZONING LEGEND SYMBOL C> 0 0 0 LEGAL DESCRIPTION DESCRIPTION CONCRETE CURB AND GUTTER 4" PAINTED YELLOW PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. INTEGRAL WALK CURB 4" CONCRETE SIDEWALK CONCRETE STOOP (5'X5' UNLESS OTHERWISE SPECIFIED) ACCESSIBLE RAMP TRANSFORMER PAD (CONTACT ELECTRIC CO. FOR SIZE) 4" PAINTED BLUE PAVEMENT STRIPE REGULAR DUTY ASPHALT PAVEMENT ACCESSIBLE PARKING SIGN LANDSCAPED AREA 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. 4" PAINTED WHITE PAVEMENT STRIPE 6" THICK CONCRETE PAVEMENT TRASH DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) PAINTED WHITE TURN ARROW 24" PAINTED WHITE STOP BAR PARKING BUMPER CURB END TAPER ACCESSIBLE PAVEMENT SYMBOL (PAINTED BLUE) STOP SIGN CURB TRANSITION NUMBER OF PARKING SPACES CONCRETE HEAVY DUTY ASPHALT PAVEMENT A PART OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 00 DEGREES 10 MINUTES 07 SECONDS EAST 439.67 FEET ALONG THE EAST LINE OF SAID QUARTER SECTION; THENCE SOUTH 88 DEGREES 42 MINUTES 47 SECONDS WEST 45.39 FEET, PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION, TO A POINT ON THE WESTERLY RIGHT -OF -WAY LINE OF PENNSYLVANIA STREET AS DESCRIBED IN BOOK 4, PAGES 697 THROUGH 701 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, SAID POINT BEING THE SOUTHEASTERN CORNER OF THE LAND DESCRIBED IN THE DEED TO BEVERLY ENTERPRISES INDIANA, INC., RECORDED IN INSTRUMENT NUMBER 84-12289 IN SAID RECORDER'S OFFICE: THENCE ALONG THE WESTERLY RIGHT -OF -WAY LINE OF SAID PENNSYLVANIA STREW` THE FOLLOWING THREE (3) COURSES: (1) SOUTH 05 DEGREES 43 MINUTES 38 SECONDS EAST 68.85 FEET; (2) SOUTHERLY 76.54 FEET ALONG AN ARC TO THE RIGHT AND HAVING A RADIUS OF 788.95 :CET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 02 DEGREES 56 MINUTES 52 SECONDS EAST AND A LENGTH OF 76.51 FEET; (3) SOUTH 00 DEGREES 10 MINUTES 07 SECONDS EAST 505.` 1 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 00 DEGREES 10 MUTES 07 SECONDS EAST 474.72 FEET ALONG SAID WESTERLY RIGHT -OF -WAY LINE; THENCE SOUTH 89 DEGREES 49 MINUTES 53 SECONDS WEST 546.13 FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF U.S. HIGHWAY #31; THENCE NORTH 00 DEGREES 03 MINUTES 57 SECONDS WEST 580.64 FEET ALONG SAID EASTERLY RIGHT -OF -WAY LINE; THENCE NORTH 89 DEGREES 49 MINUTES 53 SECONDS EAST 336.09 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 07 SECONDS EAST 105,92 FEET; THENCE NORTH 89 DEGREES 49 MINUTES 53 SECONDS EAST 208.99 FEET TO THE POINT OF BEGINNING AND CONTAINING 6.764 ACRES, MORE OR LESS. THE BEARINGS IN THIS DESCRIPTION ARE BASED UPON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 26 HAVING A BEARING OF SOUTH 00 DEGREES 10 MINUTES 07 SECONDS EAST. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RIGHTS -OF -WAY OF LEGAL RECORD. SITE DATA CURRENT ACREAGE PARKING SPACES PROVIDED: STANDARD PARKING SPACES ACCESSIBLE PARKING SPACES TOTAL PARKING SPACES 1,) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB At WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING, 2.) ALL RADII IN PAVED AREAS ON CURBS SHALL BE 4' 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 SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED 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. 9.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED, 10.) 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. 11.) 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, DON'T DIG BLIND 6,76 Ac. 95,000 S.F. 386 7 393 8--2 'HOW MOM' 1-800-3824544 CALL TOLL FREE SHEET NO.