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Home My WebLink About08110006 Key Bank Kite Pud, Greyhound Commons, Ph IIIE rn o SANITARY SEWER MAN HOLE RIM EL.: 831.35 IE OUT: 817.45 E NO M: ING OR RAYING IA'I:. ED S BIOSWALE (pond) WATER EL.: 809.73 115.5' PARCEL 1 KITE GREYHOUND III. LLC. INST# 2000 -56367 5.108 ACRES 48.67' EXISTING R/W LINE NO MOWING I OR SPRAYING ALLOWED SIGN R.O.W. Monument 0.63' N 0.09' E FROM CORNER BUILDING LOT 67 apped Rebar Found 0.07' S and 0.21' E from Prop. Cor DANBURY ESTATES SECTION 1 INST# 94 -29324 Ca••ed Rebar Found 0.29' S and 0.13' W of Prop. Line, Bent Capped Rebar Found 0.06' S and 0.15' E from Prop. Cor Cripe Rebar Found 0.02' N and 0.10' E from Prop. Cor DANBURY ESTATES SECTION 1 INST# 94 -29324 RIGHT NE MUST RN RIGHT IGN NO MOWING OR SPRAYING ALLOWED SIGN 15' LANDSCAPE BUFFER EXISTING R/W LINE 829.00 14.42' PROJECT BENCHMARK: SITE BENCHMARK #1: SITE BENCHMARK #2: "HOLEY MOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW BENCHMARK DATA USC &GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. 885.00 (NGVD29). CO' "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION 822.75 CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION 832.03 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA GENERAL SITE NOTES 1. 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. 2. 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. 3. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. 4. 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. 5. 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. 6. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. 7. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. 1. ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN 2. ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. 3. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. 4. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. 6. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. 7. SEE SHEETS C2.7 FOR DETAILS REFERENCED ON THIS SHEET. 8. 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. 9. 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 I N CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 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 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. SITE DEVELOPMENT PLAN NOTES NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND. IMPERVIOUS SITE COVERAGE 45.9% NOTE: PRELIMINARY DEVELOPMENT PLANS "NOT FOR CONSTRUCTION" DETAILED CONSTRUCTION PLANS TO BE SUBMITTED AT A LATER DATE. Z 0 1- a. U W 0 W 1- Q W N 1- c c tea) (0 2`s CO N.. V T c c <Zco 0 cs,u a) E O E E. 0 c 0 L2 .c .c o p o co 2 o 5 D Z ors 0 to a r U oQ a) et m r L �U a O 0) Ww X x z 0 z W L- o 3- 0 W W 0 VJ z 0 0 U 0 z 0 W c9 z co W R. o 10200 STATE OF %s ONAL EMH &T JOB NO. 2008 -2134 DATE: 03 -06 -09 SCALE: 1 30' MN SHEET No. C2.0 KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL DETAIL REFERENCE S1A 8" HIGH CHAIRBACK CURB AND GUTTER CU -1A S1 6" HIGH CHAIRBACK CURB AND GUTTER CU -1 S2 STRAIGHT CURB CU -8 S3 CURB END TRANSITION CU -6 S4 COMBINED WALK AND CURB PA-4 S5 CONCRETE SIDEWALK PA -3 S6 CURB RAMP AC -6 S7 CONCRETE COLLAR FOR CASTING WITHIN ASPHALT PA -10 S8 STANDARD DUTY ASPHALT PAVEMENT SECTION NO PATTERN PA -1S S9 HEAVY DUTY ASPHALT PAVEMENT SECTION PA -1 H 510 PAVEMENT SECTION WITHIN THE RIGHT -OF -WAY PA -1R S11 CONCRETE PAVEMENT SECTION PA -2 S12 PAVEMENT STRIPING PA -7 S13 ACCESSIBLE PARKING SPACE WITH SIGN AC- 1 +AC -2 514 CURB RAMP AC-4A AC-5C S15 DUMPSTER ENCLOSURE WITH CONCRETE LANDING PAD DU -1 S16 LANDSCAPE AREA SEE LANDSCAPE PLAN S17 CONCRETE JOINTS C CONTROL E EXPANSION K KEYWAY PA -2B S18 KEY BANK SIGN I S19 10' CONCRETE WALL S20 BICYCLE PARKING BL -1 S21 10' ASPHALT PATH PARKING SPACE COUNT 10 E rn o SANITARY SEWER MAN HOLE RIM EL.: 831.35 IE OUT: 817.45 E NO M: ING OR RAYING IA'I:. ED S BIOSWALE (pond) WATER EL.: 809.73 115.5' PARCEL 1 KITE GREYHOUND III. LLC. INST# 2000 -56367 5.108 ACRES 48.67' EXISTING R/W LINE NO MOWING I OR SPRAYING ALLOWED SIGN R.O.W. Monument 0.63' N 0.09' E FROM CORNER BUILDING LOT 67 apped Rebar Found 0.07' S and 0.21' E from Prop. Cor DANBURY ESTATES SECTION 1 INST# 94 -29324 Ca••ed Rebar Found 0.29' S and 0.13' W of Prop. Line, Bent Capped Rebar Found 0.06' S and 0.15' E from Prop. Cor Cripe Rebar Found 0.02' N and 0.10' E from Prop. Cor DANBURY ESTATES SECTION 1 INST# 94 -29324 RIGHT NE MUST RN RIGHT IGN NO MOWING OR SPRAYING ALLOWED SIGN 15' LANDSCAPE BUFFER EXISTING R/W LINE 829.00 14.42' PROJECT BENCHMARK: SITE BENCHMARK #1: SITE BENCHMARK #2: "HOLEY MOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW BENCHMARK DATA USC &GS BENCHMARK V-42 AT 156TH ST. AND ABANDONED RR R/W. EL. 885.00 (NGVD29). CO' "X" ON CAPBOLT ON FIRE HYDRANT, NORTHWEST CORNER OF INTERSECTION OF DANBURRY AND DUBLIN DRIVE IN SUBDIVISION EAST OF SITE. B.M. ELEVATION 822.75 CUT "X" ON EAST BOLT ON BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST CORNER OF INTERSECTION OF LOWE'S WAY AND 146th STREET. B.M. ELEVATION 832.03 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA GENERAL SITE NOTES 1. 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. 2. 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. 3. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. 4. 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. 5. 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. 6. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. 7. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. 1. ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN 2. ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. 3. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. 4. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. 6. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. 7. SEE SHEETS C2.7 FOR DETAILS REFERENCED ON THIS SHEET. 8. 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. 9. 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 I N CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 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 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. SITE DEVELOPMENT PLAN NOTES NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND. IMPERVIOUS SITE COVERAGE 45.9% NOTE: PRELIMINARY DEVELOPMENT PLANS "NOT FOR CONSTRUCTION" DETAILED CONSTRUCTION PLANS TO BE SUBMITTED AT A LATER DATE. Z 0 1- a. U W 0 W 1- Q W N 1- c c tea) (0 2`s CO N.. V T c c <Zco 0 cs,u a) E O E E. 0 c 0 L2 .c .c o p o co 2 o 5 D Z ors 0 to a r U oQ a) et m r L �U a O 0) Ww X x z 0 z W L- o 3- 0 W W 0 VJ z 0 0 U 0 z 0 W c9 z co W R. o 10200 STATE OF %s ONAL EMH &T JOB NO. 2008 -2134 DATE: 03 -06 -09 SCALE: 1 30' MN SHEET No. C2.0