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Home My WebLink About02 Proposed Site Plan C144 444 4 1 4 44= 4.; OT TO SCALE ED HAWK "MUST INST. NO. 88-12119 3 1 er-r rieitt cki Port tiftratGATioN SPRINKLER SERvICE PER IWC STANDARDS tt1-tEEL tii4 AIR ItAt'.11p AA RAMP SEE OIL. I/CI ADA. SIGN SEE DTL. 3/CI XT A3PI4ALT SEE DTL. 4/CI (2) r DOMESTIC WATER 1 SEE DTL. II/C47 CO4CFMTE CUpe5 SEE cTL eict ADA RAMP SEE DTL iI BUILDING Ii 12,146 SQ. FT. S 89'44'52" E love tot 4AMITY EXISTING ELEC'TPIC; EXISTING WATER PE6ESTRIAN AND 4 ■;EHICULAR 1NGOESS AND EGRESS AND UTILITY EASEMENT PER INST, NO. 92-40758 5/4' IRRZATION SEE DTL. 10/C6 r••• 19'-t tat TYPE Cu 1,011E6•IC WATER seRvice, coNTRAcrote TO VERIFY TYPE, SIZE AND LOCATION WITH IWC lx)• P. TOP OF CURS *6' *dr 4- ettIT.PA‘*144T, In SEE SITE PLAN ceit4' cRiTE '110.4,140 'It APIECi4; i-- L g 100 RE Aci ict PAO RISSED TEXTURE ON SLOPE' OF RAMP 6 SMIPES COLOR AS PER SPECS. NC ro 6 A TkEggiaL9 ttiOOD PRIVACY GATE *315 12' EACH WAY, C'E'vEZ (2) *6 BARS S LONG V 0.C. 131.111PSTER PAO -1,ETAI -6' love 4/1.0% SANITARY LATERAL o• alfaolo a t h. 4 ,.....-OLEANCUT SEE DTL WC* MtNe-tim .eLa-tE It mom BACK TO He I NMI SIM W211 UM EMI II F p mum go Immo aim at mi Ns t ilememesenommissemoss eismovusiouliseesioni emir WM 10' -0. NMI a =at I MN Vaal Ian Ma MN a 11111111011111111111111111141111a11111111111 I IWO MIIIR Ma MIMI ME a CH WIllIAMSON RUN. SECTION 9 PC 1, SLIDE 620 50' LANDSCAPING STRIP es ERS %Et 0 r 1 1 A/C CO1'7ENSOR UNITS ELECTRICAL rritTERS VERTFY TYPE I SIZE W/ CIL !TY' (2) 5"1" V4' rtimE Cu 0C4-1ES11C WATER 1 PROPOSED EE ON CONC. PAD 11.11TH LOCAL UTIL HEAVY DUTY SEE PTL 5/Cl OUMPSTTR PAO SEE DTL 2/CI zi 00 0 t. Ca CrNi 32232' Cr: I et/ I EDGE OF WATER TCAL. TRAN RIFY SIZE I ALT LINTS 25' U.E. 0 8 4 c R °CATION BLOCK A 8.255 Ac. Velb..•••• C:) LW GATE mote tiv pi Arm_ lEp vERTICALky. imE CAVAT, PAINT 2 COATS (MATCH COLOR TO BLOW CIA cIALv. STEEL POST ANOAORED IN CCNIC. FOOTING IPE ACTION BOLT BY ST •LEY CD 1009 ...-CANE BOLT BY STANLEY CO 1211 E OR PAYING FOUNDATION I Nt..) PO 0 LOT 3 EAST 96th AUTO PARK LOT 1 EAST 96th AUTO PARK mimasommunimmolow*. tosszszazzezIOIRAND ORMON1011114111aidalle PI .1.111.0 VI 1 I E GAS GAs v PROPOSED LEGEND GAS GAs 4111110.0.1.1.1111 TCOM OUL ....emeemeemeri se "Holey Moley says, "DON'T DIG BLIND Call Monday through Friday-7 AM to 6 PM THE LOCATIONS OF All EXISTING UMW/IMMO MRCS SHOWN ON THESE PENG ARE RASED UPC' harm GROUND EVIDENCE including. but not limited to, manholes. inlets. and marks mode upon the ground by others IND ARE SFECULATVE IN NATURE. I"1-1E MY RE OTRER DeSTING UNOERGROUND UTIUTIES FOR te.ESCH MERE IS NO mow GROUND EVIDENCE OR FOR WHICH NO MOVE GROUND EVDENCE ITC OMERVED 'NE EXACT LOCATOIC or SAID EXSTNO UNDERGROUND iffILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PR TO MY EXCAVATION OR EARTH. ACTTMES.. 1-800-382-5544 CALL TOU. FREE 1-800-428-5200 FOR CALLS *MCE OF ROMA 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE or SWALE SUBDIViSION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE HEAVY-DUTY ASPHALT PAVEMENT LIGHT-DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING LEGEND EXISTING WATER LINE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER CURB INLET 8"x8 AMERITECH PHONE PEDESTAL 1PL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOLE EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE ELECTRIC GAS WATER LOW DUTY ASIVALT PAVEMENT SECTION NC T r 5C4L E: 112' CONTROL, tilOWT PETAL *xar- w. TED CNTROL. T D/3 4' CONC.OLAB tIAT1.4 JOIN !MOON FINIH, 4' GRANULAR FILL CONCOVE UMW PM& O; "0 SAO( CP CURE om, LAWNS ESACIORLL WITH COMPACTION SPECIFICATIONS keffM TWO JOINT TO DE spAcev AT A 4t4)(11 OF CAM se gr r.. 4' TOP SOIL •gtePARED eueGicAoe ,compersrwuccoma scALE JOINTe fAX./ BASED ON OcAti. imstaame, vel'AILe 02., t2-03, 12-04 4 14-I 1/2* HOT O044L1IC, CONC. SURFACE COURSE TAC COAT 2' MOT ASIP14ALTIC CONC. SPVER COURSE *No. Ss STONE SASE CMPACTED. LELA. DRAINED EUE1GRAIDE ASPHALT PAvEmEt.11 PROPERTY N...-:: E rrescAL 61DBO4LIC SECTIoN THE SPACE EENIND Tl-e CURS SHALL TSE FILLET, WITH SUITABLE MATERIAL TO THe JfD ELEVATIN! AND COMPACTED N LAYERS NOT TO EXC.ED 6' IN DEPTH. NE auxRADE tkaprie ALI. weft. StEwALK, AND CANE se4Au. BE calrboacrLet) P1 accorecmce L %WERE SIDILIAL,K, 16 CONISTPUcTED I41ED1AMLY ADJAcENT To CU. Tie SUPOCI! TNE etorsapc 4ALL EP cONETRXTED 441I4ER TuAN THE CURD. 2. TRANSvERSE JOIN HALL DE OJT UN A JONTER HAVING A RADIUS OF t' AT t-0* SPACING ANFD 4SY-' EIETLLEEN EXPANSION JOINT& (OR biDBIJALK ONLY/ S. SUSGRADE WIDER ALL CURB. SIDEWALK, AND DRIVES SE COMPACTED PI ACCORDANCE WIT44 SECTION 212 OF THE STANDARDS SPECIFICATIONS 4. WHERE SIDEWALK IS CONSTRUCTED ADJACBNIT TO CURE, THE SPACE SEWIND TNIE CURE SHALL qL_D U4 ellITAIBLE MATERIAL TO THE REWIRED ELEVATION AND cmpAc-rED IN LAYERS NOT TO EXCEED o'. WI-I1E4 BUILT IN CoNJUNCTION 112 CONCOCT! PAEMENT, ExPANSIGN AND CCNTRACTION JOINTS SHOULD BE PLACED AT TWE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND CAITTER;, si-eouLD sE TIED TO THE PAvEMENT Y 4 DET-OR4M RE-BAR AT o. F NO CONCRETE PAVEMENT IS BE INS MILT, AT THE TIME, T4E CURB IS CNTUCTED, EXPANSION JOINTS SHALL DE PLACED A' TulE ENOS OF ALL It4t,11 AND AT INTERVALS NOT TO EXCEED 100. CONTACTION' JOINTS SHALL ee PLACED AT 20' c.c. O' NOTES 1. Site Inforrnation was taken from P. I. Crpe„ Job #970495-30000 dated April 12, 2000 and Keeler-Webb Associates dated March 12, 2001. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. 3. The PlUmbing contractor shall consult with the Local Water Company, provide all materials and labor, and pay all costs not borne by the Local Water Company to provide any new water service. 4. The Plumbing contractor shall consult with the Local Gas Company, provide all materials and labor, and pay all costs not borne by the Local Gas Company to provide any new gas service. 5. The Electrical Contractor shall consult with the Local Power Company, provide all materials and tabor, and pay all costs and fees not borne by the Local Power Company to provide any new underground electrical service. 6. The Electrical Contractor shall consult with the Local Telephone Company, and shall provide all labor and materials required which are not borne by the Telephone Company to provide any new telephone servce. 7. Underground domestic water lateral service shall be Type 'K' Copper (or approved equal per local water company). 8. The incoming water service shall be installed with a minimum of 54" of cover. 9. All utility service lines shall be constructed in accordance with all the latest applicable codes and to each utlity's and/or city's standards. 10. Use compacted granular fill when utility lines ore placed under walks and driveways. 11. Soil borings have not been performed at this time. Pavement deign is based on an assumed soil bearing pressure of 1500 p.s.i. 12. Provide sleeves for mechanical work as requred. 13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 14. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscaping. 15. See sheet C4 for exterior concrete specifications, 16. See this sheet for sanitary sewer lateral specifications and requirements. 18. All edge of pavement radii are 5 feet unless otherwise noted. 1. Contractor to install knox box at a location adjacent to front entrance. Coordinate location, type and style with Carmel Fire Department. SANITARY SEWER LATERAL NOTES 1. Sanitary Sewer construction shalt conform to City of Carmel specifications and shall prevail as to materials and methods of. construction. 2. Sanitary sewer laterals shown were designed with PVC pipe in accordance with ASTM 0-3034 (SDP 35) and slope a minimum of 1 feet/100 feet, 3, All PVC joints shall be premoded, manufactured and installed in accordance with ASTM C-425--6 OT. 4; Where water lines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal separation shall be maintained. NO roof drains, footing drains and/or surface drains may be connected to the sanitary sewer system including temporary connections during construction. Building shall be serviced by a 6" minimum sanitary sewer lateral. The ends shall be plugged and sealed with water tight plastic disc. Wyes are to be tilted up 45 degrees from horizontal, with suitable' fittings for oil changes in direction. 7. Cleanouts Detail 12/Sheet C6 shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. ASPHALT PAVEMENT ,SPECIF1CATION$ The paving contractor shall be responsible for the following: 1. The area to be paved shall be cleared of ail rock, debris, roots and vegetation. An approved soil sterilant shall be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shalt be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth of the compacted subgrade and meet the subgrode compaction requirements. The subgrode shall be shaped to the true lines and grade as shown on the plans. 3. The subgrade shall be compacted to 95% laboratory density as determined by AASHTO Method T 4. The subgrode and finish paving shall be tested by an approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. 5. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness os specified in local street standrds. 7. The hot mix asphalt base and surface shall be placed in one lift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperature between 250 F. (121 C) and 300 F. (149 C.) 8. The paving mixture shall be transported to the job site in clean well-covered trucks with smooth dump beds. The base and surface mixtures are to be placed with self contained, power propelled pavers capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactorily coat the aggregate, resist rutting and remain stiff during high temperatures, and and sustain freeze/thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rate. 10. See details this sheet for pavement cross 11. All proposed asphalt pavement as shown shall be constructed in compliance with INDOT standard specifications, latest edition. 12. All parking striping and ADA areas shall be marked with a durable non- shrink, white paint to be approved by the engineer. SITE DATA Lot area 59' Randall Drive R/W Floodway area 50' Landscaping Strip Buildable area Total building area Customer parking (proposed) A.D.A. parking (required) Proposed parking Total required parking SITE PLAN GRAPHIC SCALE 8.255 Ac. 1.690 Ac. +1 2.185 Ac. 0.262 Ac. 4-/- 4.118 Ac. 24,292 sq. ft. 96 4 100 97 IN FEET 1 inch 40 ft PP°J. N. 0102 -020 DATE' OCIAWN HY: CHECKED Ett 03 -22 -01 Consulting Engineers-Planners-Surveyors 486 CRADLE DRIVE CARMEL, INDIANA 46032 E—mail: kwaCtoaktree.net PHONE (317) 574-0140 FAX (317) 574-1269 x $1 1 1 4 4 •L' att AR CHIT EC TS PLANNERS 716 ADAMS STREET, SUITE r CARMEL, IN 46032 1 1 BUILDING Road 1N46256 4 N7c1 31IS OS0Ok 1 FESS] CK A DRIVE N. 4624( 44 444 4 1 4 44= 4.; OT TO SCALE ED HAWK "MUST INST. NO. 88-12119 3 1 er-r rieitt cki Port tiftratGATioN SPRINKLER SERvICE PER IWC STANDARDS tt1-tEEL tii4 AIR ItAt'.11p AA RAMP SEE OIL. I/CI ADA. SIGN SEE DTL. 3/CI XT A3PI4ALT SEE DTL. 4/CI (2) r DOMESTIC WATER 1 SEE DTL. II/C47 CO4CFMTE CUpe5 SEE cTL eict ADA RAMP SEE DTL iI BUILDING Ii 12,146 SQ. FT. S 89'44'52" E love tot 4AMITY EXISTING ELEC'TPIC; EXISTING WATER PE6ESTRIAN AND 4 ■;EHICULAR 1NGOESS AND EGRESS AND UTILITY EASEMENT PER INST, NO. 92-40758 5/4' IRRZATION SEE DTL. 10/C6 r••• 19'-t tat TYPE Cu 1,011E6•IC WATER seRvice, coNTRAcrote TO VERIFY TYPE, SIZE AND LOCATION WITH IWC lx)• P. TOP OF CURS *6' *dr 4- ettIT.PA‘*144T, In SEE SITE PLAN ceit4' cRiTE '110.4,140 'It APIECi4; i-- L g 100 RE Aci ict PAO RISSED TEXTURE ON SLOPE' OF RAMP 6 SMIPES COLOR AS PER SPECS. NC ro 6 A TkEggiaL9 ttiOOD PRIVACY GATE *315 12' EACH WAY, C'E'vEZ (2) *6 BARS S LONG V 0.C. 131.111PSTER PAO -1,ETAI -6' love 4/1.0% SANITARY LATERAL o• alfaolo a t h. 4 ,.....-OLEANCUT SEE DTL WC* MtNe-tim .eLa-tE It mom BACK TO He I NMI SIM W211 UM EMI II F p mum go Immo aim at mi Ns t ilememesenommissemoss eismovusiouliseesioni emir WM 10' -0. NMI a =at I MN Vaal Ian Ma MN a 11111111011111111111111111141111a11111111111 I IWO MIIIR Ma MIMI ME a CH WIllIAMSON RUN. SECTION 9 PC 1, SLIDE 620 50' LANDSCAPING STRIP es ERS %Et 0 r 1 1 A/C CO1'7ENSOR UNITS ELECTRICAL rritTERS VERTFY TYPE I SIZE W/ CIL !TY' (2) 5"1" V4' rtimE Cu 0C4-1ES11C WATER 1 PROPOSED EE ON CONC. PAD 11.11TH LOCAL UTIL HEAVY DUTY SEE PTL 5/Cl OUMPSTTR PAO SEE DTL 2/CI zi 00 0 t. Ca CrNi 32232' Cr: I et/ I EDGE OF WATER TCAL. TRAN RIFY SIZE I ALT LINTS 25' U.E. 0 8 4 c R °CATION BLOCK A 8.255 Ac. Velb..•••• C:) LW GATE mote tiv pi Arm_ lEp vERTICALky. imE CAVAT, PAINT 2 COATS (MATCH COLOR TO BLOW CIA cIALv. STEEL POST ANOAORED IN CCNIC. FOOTING IPE ACTION BOLT BY ST •LEY CD 1009 ...-CANE BOLT BY STANLEY CO 1211 E OR PAYING FOUNDATION I Nt..) PO 0 LOT 3 EAST 96th AUTO PARK LOT 1 EAST 96th AUTO PARK mimasommunimmolow*. tosszszazzezIOIRAND ORMON1011114111aidalle PI .1.111.0 VI 1 I E GAS GAs v PROPOSED LEGEND GAS GAs 4111110.0.1.1.1111 TCOM OUL ....emeemeemeri se "Holey Moley says, "DON'T DIG BLIND Call Monday through Friday-7 AM to 6 PM THE LOCATIONS OF All EXISTING UMW/IMMO MRCS SHOWN ON THESE PENG ARE RASED UPC' harm GROUND EVIDENCE including. but not limited to, manholes. inlets. and marks mode upon the ground by others IND ARE SFECULATVE IN NATURE. I"1-1E MY RE OTRER DeSTING UNOERGROUND UTIUTIES FOR te.ESCH MERE IS NO mow GROUND EVIDENCE OR FOR WHICH NO MOVE GROUND EVDENCE ITC OMERVED 'NE EXACT LOCATOIC or SAID EXSTNO UNDERGROUND iffILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PR TO MY EXCAVATION OR EARTH. ACTTMES.. 1-800-382-5544 CALL TOU. FREE 1-800-428-5200 FOR CALLS *MCE OF ROMA 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE or SWALE SUBDIViSION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE HEAVY-DUTY ASPHALT PAVEMENT LIGHT-DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING LEGEND EXISTING WATER LINE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER CURB INLET 8"x8 AMERITECH PHONE PEDESTAL 1PL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOLE EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE ELECTRIC GAS WATER LOW DUTY ASIVALT PAVEMENT SECTION NC T r 5C4L E: 112' CONTROL, tilOWT PETAL *xar- w. TED CNTROL. T D/3 4' CONC.OLAB tIAT1.4 JOIN !MOON FINIH, 4' GRANULAR FILL CONCOVE UMW PM& O; "0 SAO( CP CURE om, LAWNS ESACIORLL WITH COMPACTION SPECIFICATIONS keffM TWO JOINT TO DE spAcev AT A 4t4)(11 OF CAM se gr r.. 4' TOP SOIL •gtePARED eueGicAoe ,compersrwuccoma scALE JOINTe fAX./ BASED ON OcAti. imstaame, vel'AILe 02., t2-03, 12-04 4 14-I 1/2* HOT O044L1IC, CONC. SURFACE COURSE TAC COAT 2' MOT ASIP14ALTIC CONC. SPVER COURSE *No. Ss STONE SASE CMPACTED. LELA. DRAINED EUE1GRAIDE ASPHALT PAvEmEt.11 PROPERTY N...-:: E rrescAL 61DBO4LIC SECTIoN THE SPACE EENIND Tl-e CURS SHALL TSE FILLET, WITH SUITABLE MATERIAL TO THe JfD ELEVATIN! AND COMPACTED N LAYERS NOT TO EXC.ED 6' IN DEPTH. NE auxRADE tkaprie ALI. weft. StEwALK, AND CANE se4Au. BE calrboacrLet) P1 accorecmce L %WERE SIDILIAL,K, 16 CONISTPUcTED I41ED1AMLY ADJAcENT To CU. Tie SUPOCI! TNE etorsapc 4ALL EP cONETRXTED 441I4ER TuAN THE CURD. 2. TRANSvERSE JOIN HALL DE OJT UN A JONTER HAVING A RADIUS OF t' AT t-0* SPACING ANFD 4SY-' EIETLLEEN EXPANSION JOINT& (OR biDBIJALK ONLY/ S. SUSGRADE WIDER ALL CURB. SIDEWALK, AND DRIVES SE COMPACTED PI ACCORDANCE WIT44 SECTION 212 OF THE STANDARDS SPECIFICATIONS 4. WHERE SIDEWALK IS CONSTRUCTED ADJACBNIT TO CURE, THE SPACE SEWIND TNIE CURE SHALL qL_D U4 ellITAIBLE MATERIAL TO THE REWIRED ELEVATION AND cmpAc-rED IN LAYERS NOT TO EXCEED o'. WI-I1E4 BUILT IN CoNJUNCTION 112 CONCOCT! PAEMENT, ExPANSIGN AND CCNTRACTION JOINTS SHOULD BE PLACED AT TWE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND CAITTER;, si-eouLD sE TIED TO THE PAvEMENT Y 4 DET-OR4M RE-BAR AT o. F NO CONCRETE PAVEMENT IS BE INS MILT, AT THE TIME, T4E CURB IS CNTUCTED, EXPANSION JOINTS SHALL DE PLACED A' TulE ENOS OF ALL It4t,11 AND AT INTERVALS NOT TO EXCEED 100. CONTACTION' JOINTS SHALL ee PLACED AT 20' c.c. O' NOTES 1. Site Inforrnation was taken from P. I. Crpe„ Job #970495-30000 dated April 12, 2000 and Keeler-Webb Associates dated March 12, 2001. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. 3. The PlUmbing contractor shall consult with the Local Water Company, provide all materials and labor, and pay all costs not borne by the Local Water Company to provide any new water service. 4. The Plumbing contractor shall consult with the Local Gas Company, provide all materials and labor, and pay all costs not borne by the Local Gas Company to provide any new gas service. 5. The Electrical Contractor shall consult with the Local Power Company, provide all materials and tabor, and pay all costs and fees not borne by the Local Power Company to provide any new underground electrical service. 6. The Electrical Contractor shall consult with the Local Telephone Company, and shall provide all labor and materials required which are not borne by the Telephone Company to provide any new telephone servce. 7. Underground domestic water lateral service shall be Type 'K' Copper (or approved equal per local water company). 8. The incoming water service shall be installed with a minimum of 54" of cover. 9. All utility service lines shall be constructed in accordance with all the latest applicable codes and to each utlity's and/or city's standards. 10. Use compacted granular fill when utility lines ore placed under walks and driveways. 11. Soil borings have not been performed at this time. Pavement deign is based on an assumed soil bearing pressure of 1500 p.s.i. 12. Provide sleeves for mechanical work as requred. 13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 14. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscaping. 15. See sheet C4 for exterior concrete specifications, 16. See this sheet for sanitary sewer lateral specifications and requirements. 18. All edge of pavement radii are 5 feet unless otherwise noted. 1. Contractor to install knox box at a location adjacent to front entrance. Coordinate location, type and style with Carmel Fire Department. SANITARY SEWER LATERAL NOTES 1. Sanitary Sewer construction shalt conform to City of Carmel specifications and shall prevail as to materials and methods of. construction. 2. Sanitary sewer laterals shown were designed with PVC pipe in accordance with ASTM 0-3034 (SDP 35) and slope a minimum of 1 feet/100 feet, 3, All PVC joints shall be premoded, manufactured and installed in accordance with ASTM C-425--6 OT. 4; Where water lines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal separation shall be maintained. NO roof drains, footing drains and/or surface drains may be connected to the sanitary sewer system including temporary connections during construction. Building shall be serviced by a 6" minimum sanitary sewer lateral. The ends shall be plugged and sealed with water tight plastic disc. Wyes are to be tilted up 45 degrees from horizontal, with suitable' fittings for oil changes in direction. 7. Cleanouts Detail 12/Sheet C6 shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. ASPHALT PAVEMENT ,SPECIF1CATION$ The paving contractor shall be responsible for the following: 1. The area to be paved shall be cleared of ail rock, debris, roots and vegetation. An approved soil sterilant shall be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shalt be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth of the compacted subgrade and meet the subgrode compaction requirements. The subgrode shall be shaped to the true lines and grade as shown on the plans. 3. The subgrade shall be compacted to 95% laboratory density as determined by AASHTO Method T 4. The subgrode and finish paving shall be tested by an approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. 5. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness os specified in local street standrds. 7. The hot mix asphalt base and surface shall be placed in one lift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperature between 250 F. (121 C) and 300 F. (149 C.) 8. The paving mixture shall be transported to the job site in clean well-covered trucks with smooth dump beds. The base and surface mixtures are to be placed with self contained, power propelled pavers capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactorily coat the aggregate, resist rutting and remain stiff during high temperatures, and and sustain freeze/thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rate. 10. See details this sheet for pavement cross 11. All proposed asphalt pavement as shown shall be constructed in compliance with INDOT standard specifications, latest edition. 12. All parking striping and ADA areas shall be marked with a durable non- shrink, white paint to be approved by the engineer. SITE DATA Lot area 59' Randall Drive R/W Floodway area 50' Landscaping Strip Buildable area Total building area Customer parking (proposed) A.D.A. parking (required) Proposed parking Total required parking SITE PLAN GRAPHIC SCALE 8.255 Ac. 1.690 Ac. +1 2.185 Ac. 0.262 Ac. 4-/- 4.118 Ac. 24,292 sq. ft. 96 4 100 97 IN FEET 1 inch 40 ft PP°J. N. 0102 -020 DATE' OCIAWN HY: CHECKED Ett 03 -22 -01 x $1 1 44 444 4 1 4 44= 4.; OT TO SCALE ED HAWK "MUST INST. NO. 88-12119 3 1 er-r rieitt cki Port tiftratGATioN SPRINKLER SERvICE PER IWC STANDARDS tt1-tEEL tii4 AIR ItAt'.11p AA RAMP SEE OIL. I/CI ADA. SIGN SEE DTL. 3/CI XT A3PI4ALT SEE DTL. 4/CI (2) r DOMESTIC WATER 1 SEE DTL. II/C47 CO4CFMTE CUpe5 SEE cTL eict ADA RAMP SEE DTL iI BUILDING Ii 12,146 SQ. FT. S 89'44'52" E love tot 4AMITY EXISTING ELEC'TPIC; EXISTING WATER PE6ESTRIAN AND 4 ■;EHICULAR 1NGOESS AND EGRESS AND UTILITY EASEMENT PER INST, NO. 92-40758 5/4' IRRZATION SEE DTL. 10/C6 r••• 19'-t tat TYPE Cu 1,011E6•IC WATER seRvice, coNTRAcrote TO VERIFY TYPE, SIZE AND LOCATION WITH IWC lx)• P. TOP OF CURS *6' *dr 4- ettIT.PA‘*144T, In SEE SITE PLAN ceit4' cRiTE '110.4,140 'It APIECi4; i-- L g 100 RE Aci ict PAO RISSED TEXTURE ON SLOPE' OF RAMP 6 SMIPES COLOR AS PER SPECS. NC ro 6 A TkEggiaL9 ttiOOD PRIVACY GATE *315 12' EACH WAY, C'E'vEZ (2) *6 BARS S LONG V 0.C. 131.111PSTER PAO -1,ETAI -6' love 4/1.0% SANITARY LATERAL o• alfaolo a t h. 4 ,.....-OLEANCUT SEE DTL WC* MtNe-tim .eLa-tE It mom BACK TO He I NMI SIM W211 UM EMI II F p mum go Immo aim at mi Ns t ilememesenommissemoss eismovusiouliseesioni emir WM 10' -0. NMI a =at I MN Vaal Ian Ma MN a 11111111011111111111111111141111a11111111111 I IWO MIIIR Ma MIMI ME a CH WIllIAMSON RUN. SECTION 9 PC 1, SLIDE 620 50' LANDSCAPING STRIP es ERS %Et 0 r 1 1 A/C CO1'7ENSOR UNITS ELECTRICAL rritTERS VERTFY TYPE I SIZE W/ CIL !TY' (2) 5"1" V4' rtimE Cu 0C4-1ES11C WATER 1 PROPOSED EE ON CONC. PAD 11.11TH LOCAL UTIL HEAVY DUTY SEE PTL 5/Cl OUMPSTTR PAO SEE DTL 2/CI zi 00 0 t. Ca CrNi 32232' Cr: I et/ I EDGE OF WATER TCAL. TRAN RIFY SIZE I ALT LINTS 25' U.E. 0 8 4 c R °CATION BLOCK A 8.255 Ac. Velb..•••• C:) LW GATE mote tiv pi Arm_ lEp vERTICALky. imE CAVAT, PAINT 2 COATS (MATCH COLOR TO BLOW CIA cIALv. STEEL POST ANOAORED IN CCNIC. FOOTING IPE ACTION BOLT BY ST •LEY CD 1009 ...-CANE BOLT BY STANLEY CO 1211 E OR PAYING FOUNDATION I Nt..) PO 0 LOT 3 EAST 96th AUTO PARK LOT 1 EAST 96th AUTO PARK mimasommunimmolow*. tosszszazzezIOIRAND ORMON1011114111aidalle PI .1.111.0 VI 1 I E GAS GAs v PROPOSED LEGEND GAS GAs 4111110.0.1.1.1111 TCOM OUL ....emeemeemeri se "Holey Moley says, "DON'T DIG BLIND Call Monday through Friday-7 AM to 6 PM THE LOCATIONS OF All EXISTING UMW/IMMO MRCS SHOWN ON THESE PENG ARE RASED UPC' harm GROUND EVIDENCE including. but not limited to, manholes. inlets. and marks mode upon the ground by others IND ARE SFECULATVE IN NATURE. I"1-1E MY RE OTRER DeSTING UNOERGROUND UTIUTIES FOR te.ESCH MERE IS NO mow GROUND EVIDENCE OR FOR WHICH NO MOVE GROUND EVDENCE ITC OMERVED 'NE EXACT LOCATOIC or SAID EXSTNO UNDERGROUND iffILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PR TO MY EXCAVATION OR EARTH. ACTTMES.. 1-800-382-5544 CALL TOU. FREE 1-800-428-5200 FOR CALLS *MCE OF ROMA 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE or SWALE SUBDIViSION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE HEAVY-DUTY ASPHALT PAVEMENT LIGHT-DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING LEGEND EXISTING WATER LINE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER CURB INLET 8"x8 AMERITECH PHONE PEDESTAL 1PL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOLE EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE ELECTRIC GAS WATER LOW DUTY ASIVALT PAVEMENT SECTION NC T r 5C4L E: 112' CONTROL, tilOWT PETAL *xar- w. TED CNTROL. T D/3 4' CONC.OLAB tIAT1.4 JOIN !MOON FINIH, 4' GRANULAR FILL CONCOVE UMW PM& O; "0 SAO( CP CURE om, LAWNS ESACIORLL WITH COMPACTION SPECIFICATIONS keffM TWO JOINT TO DE spAcev AT A 4t4)(11 OF CAM se gr r.. 4' TOP SOIL •gtePARED eueGicAoe ,compersrwuccoma scALE JOINTe fAX./ BASED ON OcAti. imstaame, vel'AILe 02., t2-03, 12-04 4 14-I 1/2* HOT O044L1IC, CONC. SURFACE COURSE TAC COAT 2' MOT ASIP14ALTIC CONC. SPVER COURSE *No. Ss STONE SASE CMPACTED. LELA. DRAINED EUE1GRAIDE ASPHALT PAvEmEt.11 PROPERTY N...-:: E rrescAL 61DBO4LIC SECTIoN THE SPACE EENIND Tl-e CURS SHALL TSE FILLET, WITH SUITABLE MATERIAL TO THe JfD ELEVATIN! AND COMPACTED N LAYERS NOT TO EXC.ED 6' IN DEPTH. NE auxRADE tkaprie ALI. weft. StEwALK, AND CANE se4Au. BE calrboacrLet) P1 accorecmce L %WERE SIDILIAL,K, 16 CONISTPUcTED I41ED1AMLY ADJAcENT To CU. Tie SUPOCI! TNE etorsapc 4ALL EP cONETRXTED 441I4ER TuAN THE CURD. 2. TRANSvERSE JOIN HALL DE OJT UN A JONTER HAVING A RADIUS OF t' AT t-0* SPACING ANFD 4SY-' EIETLLEEN EXPANSION JOINT& (OR biDBIJALK ONLY/ S. SUSGRADE WIDER ALL CURB. SIDEWALK, AND DRIVES SE COMPACTED PI ACCORDANCE WIT44 SECTION 212 OF THE STANDARDS SPECIFICATIONS 4. WHERE SIDEWALK IS CONSTRUCTED ADJACBNIT TO CURE, THE SPACE SEWIND TNIE CURE SHALL qL_D U4 ellITAIBLE MATERIAL TO THE REWIRED ELEVATION AND cmpAc-rED IN LAYERS NOT TO EXCEED o'. WI-I1E4 BUILT IN CoNJUNCTION 112 CONCOCT! PAEMENT, ExPANSIGN AND CCNTRACTION JOINTS SHOULD BE PLACED AT TWE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND CAITTER;, si-eouLD sE TIED TO THE PAvEMENT Y 4 DET-OR4M RE-BAR AT o. F NO CONCRETE PAVEMENT IS BE INS MILT, AT THE TIME, T4E CURB IS CNTUCTED, EXPANSION JOINTS SHALL DE PLACED A' TulE ENOS OF ALL It4t,11 AND AT INTERVALS NOT TO EXCEED 100. CONTACTION' JOINTS SHALL ee PLACED AT 20' c.c. O' NOTES 1. Site Inforrnation was taken from P. I. Crpe„ Job #970495-30000 dated April 12, 2000 and Keeler-Webb Associates dated March 12, 2001. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. 3. The PlUmbing contractor shall consult with the Local Water Company, provide all materials and labor, and pay all costs not borne by the Local Water Company to provide any new water service. 4. The Plumbing contractor shall consult with the Local Gas Company, provide all materials and labor, and pay all costs not borne by the Local Gas Company to provide any new gas service. 5. The Electrical Contractor shall consult with the Local Power Company, provide all materials and tabor, and pay all costs and fees not borne by the Local Power Company to provide any new underground electrical service. 6. The Electrical Contractor shall consult with the Local Telephone Company, and shall provide all labor and materials required which are not borne by the Telephone Company to provide any new telephone servce. 7. Underground domestic water lateral service shall be Type 'K' Copper (or approved equal per local water company). 8. The incoming water service shall be installed with a minimum of 54" of cover. 9. All utility service lines shall be constructed in accordance with all the latest applicable codes and to each utlity's and/or city's standards. 10. Use compacted granular fill when utility lines ore placed under walks and driveways. 11. Soil borings have not been performed at this time. Pavement deign is based on an assumed soil bearing pressure of 1500 p.s.i. 12. Provide sleeves for mechanical work as requred. 13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 14. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscaping. 15. See sheet C4 for exterior concrete specifications, 16. See this sheet for sanitary sewer lateral specifications and requirements. 18. All edge of pavement radii are 5 feet unless otherwise noted. 1. Contractor to install knox box at a location adjacent to front entrance. Coordinate location, type and style with Carmel Fire Department. SANITARY SEWER LATERAL NOTES 1. Sanitary Sewer construction shalt conform to City of Carmel specifications and shall prevail as to materials and methods of. construction. 2. Sanitary sewer laterals shown were designed with PVC pipe in accordance with ASTM 0-3034 (SDP 35) and slope a minimum of 1 feet/100 feet, 3, All PVC joints shall be premoded, manufactured and installed in accordance with ASTM C-425--6 OT. 4; Where water lines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal separation shall be maintained. NO roof drains, footing drains and/or surface drains may be connected to the sanitary sewer system including temporary connections during construction. Building shall be serviced by a 6" minimum sanitary sewer lateral. The ends shall be plugged and sealed with water tight plastic disc. Wyes are to be tilted up 45 degrees from horizontal, with suitable' fittings for oil changes in direction. 7. Cleanouts Detail 12/Sheet C6 shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. ASPHALT PAVEMENT ,SPECIF1CATION$ The paving contractor shall be responsible for the following: 1. The area to be paved shall be cleared of ail rock, debris, roots and vegetation. An approved soil sterilant shall be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shalt be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth of the compacted subgrade and meet the subgrode compaction requirements. The subgrode shall be shaped to the true lines and grade as shown on the plans. 3. The subgrade shall be compacted to 95% laboratory density as determined by AASHTO Method T 4. The subgrode and finish paving shall be tested by an approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. 5. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness os specified in local street standrds. 7. The hot mix asphalt base and surface shall be placed in one lift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperature between 250 F. (121 C) and 300 F. (149 C.) 8. The paving mixture shall be transported to the job site in clean well-covered trucks with smooth dump beds. The base and surface mixtures are to be placed with self contained, power propelled pavers capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactorily coat the aggregate, resist rutting and remain stiff during high temperatures, and and sustain freeze/thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rate. 10. See details this sheet for pavement cross 11. All proposed asphalt pavement as shown shall be constructed in compliance with INDOT standard specifications, latest edition. 12. All parking striping and ADA areas shall be marked with a durable non- shrink, white paint to be approved by the engineer. SITE DATA Lot area 59' Randall Drive R/W Floodway area 50' Landscaping Strip Buildable area Total building area Customer parking (proposed) A.D.A. parking (required) Proposed parking Total required parking SITE PLAN GRAPHIC SCALE 8.255 Ac. 1.690 Ac. +1 2.185 Ac. 0.262 Ac. 4-/- 4.118 Ac. 24,292 sq. ft. 96 4 100 97 IN FEET 1 inch 40 ft PP°J. N. 0102 -020 DATE' OCIAWN HY: CHECKED Ett 03 -22 -01