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Home My WebLink About09060011 Providence at Old Meridian, Roberts Camera Shop, Development Plans, pg E0 KEY SITE PLAN DESCRIPTION PROVIDED SPACES LINE TYPE/ SYMBOL DETAIL REFERENCE S1 CHAIRBACK CURB AND GUTTER CU -1 8,000 SQ. FT. COMMERCIAL/RETAIL S2 REVERSE SLOPE CHAIRBACK CURB AND GUTTER 4 SPACES CU -2 S3 DEPRESSED CURB STD. DWG 10-19 10 -19 S4 STRAIGHT CURB .w CU-8 S5 FLUSH CURB S6 CURB END TRANSITION CU-6 S7 COMBINED WALK AND CURB PA-4 S8 CONCRETE SIDEWALK PA-3 S9 CONCRETE MEDIAN CU -13 S10 CONCRETE PARKING BUMPER CU -16 S11 STANDARD DUTY ASPHALT PAVEMENT SECTION PA -1L S12 HEAVY DUTY ASPHALT PAVEMENT SECTION PA -1H S13 CONC. PAVEMENT SECTION WITHIN THE RNV PA -1R S14 CONCRETE PAVEMENT SECTION t PA 2 516 8' ASPHALT TRAIL PA -3D S16 PAVEMENT STRIPING -STOP BAR PA -7 517 PAVEMENT STRIPING CENTER DOUBLE YELLOW PA -7 S18 PAVEMENT STRIPING PAINTED ISLAND PA -7 519 PAVEMENT STRIPING PAINTED CROSSWALK PA -7 520 ACCESSIBLE PARKING SPACE WITH SIGN AC- 1 +AC -2 S21 ENTRANCE CURB RAMP AC-4A 522 CONCRETE CURB RAMP STD DWG 1043(B,D,K) 10-43 S23 LANDSCAPE AREA SEE LANDSCAPE PLAN 524 SIGN -STOP SI -a1 S26 SIGN -ONE WAY (RIGHT) MEETING MUTCD REQUIREMENTS PARKING SPACE COUNT 10 SPACES REQUIRED BY OM MU ZONE: 1 PER 1000 SQ. FT. 32 SPACES PROVIDED SPACES 16,000 SQ. FT. COMMERCIAL /RETAIL SPACE (Includes Future 2nd Level) 32 SPACES TOTAL PROVIDED SPACES NOT INCLUDED ON STREET) 32 SPACES BIKE PARKING CALCULATIONS 8,000 SQ. FT. COMMERCIAL/RETAIL 4 SPACES TOTAL PROVIDED BIKE SPACES 4 SPACES r .0 U 0 eL 8 lV 0 0 N t) ca 0 Q .0 0 a 0 0 0 U ct rn 0 w 0 43 z3 W o 0n 0 9. 415 0 0 04. 0 0 0 I- 0 n. 0 0 K) x 0 c S89•34'17 "W 269.54' (M) I ,S22 1 0-43Bc REMAINDER PROVIDENCE COMMERCIAL PARTNERS, LLC 1.114 Ac. TRANSFORMER PAD SIDEWALK BLOCK A LOT 1 0.960-ac. PREP OSED RETAIL BUILDIN 8,000 SF FFE =863.50 Spaces 32 Parking S p S5 r -:512= r D=44 R= 130.00' L =100.05' T= 52.65' S22i 10-43K I I I r 10-430 S221 S3 10-43D' 7. S S S. S89 "34'17 "W `'•438.64' (M) 'I. __`S24) 7 I s; -<.S16 r I Alb w •1111111.ww tS22' 10-430 w r+ 1 N w �w ti ".N 589 "W 169.10' (M) 4 N NOW OR FORMERLY ROBERT R. SHIRLEY S. MATCHETT i t C e SS N NN. \w 5-, N. N w 5 :,Y w �w w \ems L 4 fi t.., r 0 's '4 kp R M FUTURE .SIDEWALK EAST N89'3O "E 294.01' (M) BLOCK B 1.757 -AC. PROVIDENCE COMMERCIAL PARTNERS, LLC INSTR. Nos. 2004 -30494 2004-30495 OVERALL TOTAL AREA TRACT "A" 2.717 Ac. f NO BUILDINGS NOTE: All paving within the existing and proposed City right -of -way shall conform to the requirements of the Department of Engineering. Contractor shall contact the Department of Engineering to schedule a pre construction meeting to review the Department's construction requirments, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City rig ht-of -way. S89'1 7"W 129.95' (M) 13 3, SLIDE 300 OUTLOT "B" PROVIDENCE TOWNHOMES GETATED S PARTNERS, LLC EA STR. No. 2003-118575 NOW OR FORMERLY CARMEL-CLAY SCHOOLS D.R. 178, PAGE 65 P.O.B. TRACT "A" GENERAL SITE NOTES THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND /OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES IN USE AT NIGHT. SITE PLAN NOTES ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB, UNLESS OTHERWISE SHOWN ALL RADII SHALL BE 6 FEET UNLESS OTHERWISE SHOWN. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. SEE SHEETS C2.4 AND c2.6 FOR DETAILS REFERENCED ON THIS SHEET. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS /CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. 10, CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.6 X THE WIDTH OF THE WALK. 11, UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U- CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 8 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. PER OM MU ZONING THERE ARE NO REQUIRED BUILDING SETBACKS. PER OM MU ZONING THERE ARE NOT COVERAGE REQUIREMENTS. ALL STRUCTURES MUST MEET THE GENERAL FOOTPRINT PLAN OF THE 2000 OLD MERIDIAN TASk FORCE REPORT TOTAL AREA OF DEVELOPMENT L„... .TOTAL IMPERVIOUS AREA TOTAL GREEN SPACE AREA TOTAL PARCEL COVERAGE GROSS FLOOR AREA FLOOR AREA RATIO (F.A.R.) ZONING NOTES PARKING CALCULATIONS SITE PLAN KEY NOTE LEGEND NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND. ROBERTS CAMERA AT PROVIDENCE AT OLD MERIDIAN AREA CALCULATIONS NOTE: PRELIMINARY DEVELOPMENT PLANS "NOT FOR CONSTRUCTION" DETAILED CONSTRUCTION PLANS TO BE SUBMITTED AT A LATER DATE. 41,817,6 SQ. FT. (0.960 AG.) 37,026 SQ. FT. (0.860 AC.) 4,791.6 SQ. FT. (0.110 AC.) 88.64% 16,000 SQ. FT. 0.19 -BENCHMARK DATA U.S.G.S, DATUM BENCHMARK INFORMATION: A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND, ALONG U.S. 31 APPROXIMATELY 2.6 MILES NORTH OF INTERSTATE 465 AND 0.7 MILE SOUTH OF 131st STREET, 83 FEET WEST OF THE CENTERLINE SOUTH BOUND LANE OF U.S. 31 AND 19 FEET EAST OF R1W FENCE. B.M. ELEVATION 867.46 NGVD 1929 SITE BENCHMARK (TBM #1): MINI RAILROAD SPIKE 2*_ FEET UP IN POWER POLE #50 PSC 79 -269 IN SOUTHEAST SIDE. POLE IS ON THE WEST SIDE OF OLD MERIDIAN, DUE WEST OF THE NORTHWEST CORNER OF PROJECT. B.M. ELEVATION 863.20 w a. 0 ca Q Z 2 CC a. Q 2 Sheet: 2 w w C,) 0 0 2 to Q a W ,r iz dr V:g co a M E 0 zZV.N7F- n ct O d "612 d Y O Wa Rl_ Q Z ECC�, v z40 -1 -E 'fir' 0 ."M- 2m m �?ii E mmiessessim rto llIJ1 s Jab No 2009 -0804 \\\\\I: No. lEi 000ss STATE OF i i t✓ Jf Date: June 19, 2009 Scale: I 1" =20 Title: SITE PLAN C2.0 0 >6 CD L ir -12 z C� z w C