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Home My WebLink About08020030.1WET WATER TAP, VERIFY TYPE, SIZE 1 LOCATION W/ UTILITY PROVIDE b' VALVE BEHIND DOMESTIC TAPS d PROVIDE PJ.V, (2) - 2' TYPE 'IC Cu DOMESTIC WATER LINES W/ 2' VALVE TO INSIDE METER IN SPRWLER ROOM ARBORS OF CARMEL LIMITED PARTNERSHIP 4l, / ZONED M -3 N SANITARY MANHOLE ALL NEW PAVEMtNI FUN 1U Abr11A1_1 rAlrt SHALL BE 1.5" HMA #11 SURFACE, ON 2" HMA #8 BINDER, ON 5" No. 53 CRUSHED STONE. PAVING MUST BE COMPLETED WITHIN ONE PAVING SEASON. EXISTING EDGE OF ADAMS ST. SHALL BE SAW CUT FOR INSTALLATION OF NEW PAVEMENT. ANY NEW PAVEMENT IN ADAMS ST. R/W SHALL BE 1.5" HMA #11 SURFACE, ON 2" HMA #8 BINDER, ON 3" HMA #5D BASE, ON 7" No. 53 CRUSHED STONE, ON 4" No. 2 CRUSHED STONE OR MATCH EXISTING WHICHEVER IS GREATER HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING L14YS BEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. vt V4 SEE DETAILS ON Cl FOR ADA RAMP AT INTERSECTION o_ V X37,64' S 9'13'44" E - 30'x20' C�ONy�r. D1 h6ftTER PAD _1- _ , 56 INSIDE (2) DUAL I' WATER W/ b' I��I"" AASCARY WALL METERS PER CARMEL UTILITIES�S E DETAIL ON C5 PROVIDE RPZ BACKFLOIU PREVENTER6 / / �✓ / . RAP E DTL. 6 /C5 T a A 010 S7,0 .6 13Ult ASONR Y Q• It. NG DOMESTIC SERVICE VERIFY TYPE, SIZE 4 N /! 29'55 „....W...281 gj V w � / ".,.� .. ...........E 5 0 ' �� ro TYPE, SIZE A LOCATION -� -- ___ SANITARY MANHOLE \ SANITARY MANHOLE \ �;i®r�v / \ L EXISTING STORM MANHOLE ro BLOCK '1 =/ TRACTOR TO INSTALL SICdJAGE �- EXISTING STORM MANHOLE (BURIED) CTING VEHICLES TO BACK NTO / i »v Gc A�C4 AI AV_ A,'Y AMr GT RELEASED FOR CONSTRUCTION Subiect to compliance with all regulations of State and Local Codes. DEPT OF COMMUNITY SERVICES CITY OF CARMEL / CLkY TOWNSHIP INDIANA N 1 /5' ALUMINUM PANEL SCREEN PRINT 5YM50L COLORS SELECTED BY ARCH. HANDICAPPED SYMBOL 2' 60. ALUMINUM POST FINISH AS PER SPECIFICATIONS FINISH GRADE EARTH CONCRETE FOOTING NOT TO SCALE , 71 CARMEL ENGINEERING NOTES: 1. For installation of storm mains, water mains, sanitary mains, water service laterals, sanitary service laterals under city streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe sholl be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has o more stringent cover requirement, the more stringent requirement sholl govern. 2. Bedding, hounching and initial bockfill materials, placement and compaction for water moins, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final bockfill for water mains, water service laterals, sanitary mains and sanitory service laterals under and within 5 -feet of pavement sholl be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final bockfill for water moins, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT and sholl be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement sholl be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has o more stringent final bockfill requirement, the more stringent requirement sholl govern. 3. Bedding, hounching, and initial bockfill for all RCP installations shall be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT. Bedding sholl be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel sholl be 6- inches. Bedding, hounching and initial bockfill sholl be compacted to 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Hunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final bockfill for all RCP installations under and within 5 -feet of pavement sholl be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT and sholl be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement sholl be No. 53 Stone meeting the materials requirements of the INDOT and sholl be compacted to not less than 95% Standard Proctor Density. Final Bockfill for all RCP installations greater than 5 -feet of pavement shall be clean fill moteriol free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 4. All paving within the existing and proposed city right -of -woy sholl conform to the requirements of the Deportment of Engineering. Contractor shall contact the Deportment of Engineering to schedule o pre - construction meeting to review these construction requirements, staff notification, required staged inspections, and to review the authority of the Department as it relates to the work in the existing and proposed city right -of -woy. CITY OF CARAIEUCLAY TOWNMUP Dept. of CommuniD+ Senices -- Building & Code Serrices ` One Civic Square I' Flaor; Carmel, IN 46032 PLANA UTRENTI-CA TION CERTOTCA TIONSAND AGREEMENT As the authorized agent responsible for obtaisant, a pepuft or pttrttfis?, i certify thAt these plans;are" IDENTICAL to those released for construction by the Indiana Dept._ofIrut & Anildittg services. I also° understand 4t if it is determined that these plans are not identical,li S i'OP WORK Chit t will be served r the ` ances referenced below. Apr Authorized Signature Printed Name 'Required under Chapter 7; Section 10 the Carmel City Code, entitled "building Code "and Sec>±on 39:4 =F d=id on 29.4.3 entitled "Administration ". Required by Carmel / Clay Township Z0b tg Ordinance: Section "31.I entitled "Violations and Penalties ": S:Permits /Forms / AuthentSticker 11 -01 Date SITE NOTES 1. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor sholl 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 sholl consult with the Loco[ 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 sholl 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 labor, 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 service. 7. Underground water main extension service shall be AWWA C900 PVC or Ductile Iron. 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 utility's and /or city's standards. 10. Use composted granular fill when utility lines are placed under walks and driveways. 11. Soil borings have not been performed at this time. Pavement design is based on on assumed soil bearing pressure of 1500 p.s.i. 12. Provide sleeves for mechanical work as required. 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 londscoping. 15. See this sheet for exterior concrete specifications. 16. See sheet C7 for sanitary sewer lateral specifications an requirements. 17. All structures shall comply with A.D.A. 1991. 18. All edge of pavement radii are 5 feet unless otherwise noted. 19. If active utilities are encountered but not shown on the drawings, the engineer shall be advised before work is continued. 20. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the engineer. They shall be removed, plugged or capped as directed by the utility company and the engineer. 21. Contractor to install knox -box at o location determined by the fire department. Coordinate location, type and style with Carmel Fire Department. ASPHALT PAVEMENT SPECIFICATIONS The paving contractor shall be responsible for the following: 1. The area to be paved sholl be cleared of all rock, debris, roots and vegetation. An approved soil sterilant sholl be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgradeconstruction shall 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 subgrade shall be shaped to the true lines and grade as shown on the plane. 3. The subgrade shall be compacted to 95% laboratory density as determined by ASSHTO Method T -99. 4. The subgrode and finish paving shall be tested by on approved testing company for uniform smoothness, density and grade. 5. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt based may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness as specified in loco] street standards. 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 sholl be placed and compacted at a temperature between 250 F. (121 C) and 300 F, (149 C). 8. The paving mixture sholl be transported to the job site in clean well- covered trucks with smooth dump beds. The base and surface mixtures ore 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 satisfactory coot the aggregate, resist rutting and remain stiff during high temperatures and sustain freeze /thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rote. 10. See details on Sheet C5 for pavement cross - sections. 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 nonshrink, white point to be approved by the engineer. Site Data Zoned EXISTING LEGEND M -3 W EXISTING WATER LINE In CURB INLET - - -i - - -T - UNDERGROUND TELEPHONE ■ 8 "x8" AMERITECH PHONE PEDESTAL - - - - - - EASEMENT parking CINERGY ELECTRIC BOX Handicapped parking SETBACK LINE _ STREET SIGN - CENTERLINE D4 GAS VALVE GAS GAS UNDERGROUND GAS MAIN Setback 10' Minimum Rear Yard Setback 20' EXISTING CONTOUR ICON UNDERGROUND TELECOMMUNICATIONS -� Parking uses @ 1/300 sq.ft. = 18,022 sq.ft. PROPERTY or R/W LINE �4.sx �,>' VEGETATION E E UNDERGROUND ELECTRIC LINE Q SANITARY MANHOLE SANITARY SEWER EXISTING CATCH BASIN - _ = EXISTING STORM SEWER DG EXISTING WATER VALVE EXISTING FIRE HYDRANT PROPOSED LEGEND 24" ROLLED CONCRETE CURB PROPOSED SANITARY SEWER SUBDIVISION BOUNDARY - - ADJOINER PROPERTY LINE PROPOSED STORM SEWER E E PROPOSED UNDERGROUND ELECTRIC Gat Wlr: PROPOSED UNDERGROUND GAS PROPOSED UNDERGROUND WATER V �- FLOW ARROW 7767 PROPOSED GRADE CURB INLET CATCH BASIN RELEASED FOR CONSTRUCTION Subiect to compliance with all regulations of State and Local Codes. DEPT OF COMMUNITY SERVICES CITY OF CARMEL / CLkY TOWNSHIP INDIANA N 1 /5' ALUMINUM PANEL SCREEN PRINT 5YM50L COLORS SELECTED BY ARCH. HANDICAPPED SYMBOL 2' 60. ALUMINUM POST FINISH AS PER SPECIFICATIONS FINISH GRADE EARTH CONCRETE FOOTING NOT TO SCALE , 71 CARMEL ENGINEERING NOTES: 1. For installation of storm mains, water mains, sanitary mains, water service laterals, sanitary service laterals under city streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe sholl be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has o more stringent cover requirement, the more stringent requirement sholl govern. 2. Bedding, hounching and initial bockfill materials, placement and compaction for water moins, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final bockfill for water mains, water service laterals, sanitary mains and sanitory service laterals under and within 5 -feet of pavement sholl be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final bockfill for water moins, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT and sholl be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement sholl be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has o more stringent final bockfill requirement, the more stringent requirement sholl govern. 3. Bedding, hounching, and initial bockfill for all RCP installations shall be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT. Bedding sholl be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel sholl be 6- inches. Bedding, hounching and initial bockfill sholl be compacted to 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Hunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final bockfill for all RCP installations under and within 5 -feet of pavement sholl be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT and sholl be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement sholl be No. 53 Stone meeting the materials requirements of the INDOT and sholl be compacted to not less than 95% Standard Proctor Density. Final Bockfill for all RCP installations greater than 5 -feet of pavement shall be clean fill moteriol free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 4. All paving within the existing and proposed city right -of -woy sholl conform to the requirements of the Deportment of Engineering. Contractor shall contact the Deportment of Engineering to schedule o pre - construction meeting to review these construction requirements, staff notification, required staged inspections, and to review the authority of the Department as it relates to the work in the existing and proposed city right -of -woy. CITY OF CARAIEUCLAY TOWNMUP Dept. of CommuniD+ Senices -- Building & Code Serrices ` One Civic Square I' Flaor; Carmel, IN 46032 PLANA UTRENTI-CA TION CERTOTCA TIONSAND AGREEMENT As the authorized agent responsible for obtaisant, a pepuft or pttrttfis?, i certify thAt these plans;are" IDENTICAL to those released for construction by the Indiana Dept._ofIrut & Anildittg services. I also° understand 4t if it is determined that these plans are not identical,li S i'OP WORK Chit t will be served r the ` ances referenced below. Apr Authorized Signature Printed Name 'Required under Chapter 7; Section 10 the Carmel City Code, entitled "building Code "and Sec>±on 39:4 =F d=id on 29.4.3 entitled "Administration ". Required by Carmel / Clay Township Z0b tg Ordinance: Section "31.I entitled "Violations and Penalties ": S:Permits /Forms / AuthentSticker 11 -01 Date SITE NOTES 1. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor sholl 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 sholl consult with the Loco[ 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 sholl 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 labor, 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 service. 7. Underground water main extension service shall be AWWA C900 PVC or Ductile Iron. 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 utility's and /or city's standards. 10. Use composted granular fill when utility lines are placed under walks and driveways. 11. Soil borings have not been performed at this time. Pavement design is based on on assumed soil bearing pressure of 1500 p.s.i. 12. Provide sleeves for mechanical work as required. 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 londscoping. 15. See this sheet for exterior concrete specifications. 16. See sheet C7 for sanitary sewer lateral specifications an requirements. 17. All structures shall comply with A.D.A. 1991. 18. All edge of pavement radii are 5 feet unless otherwise noted. 19. If active utilities are encountered but not shown on the drawings, the engineer shall be advised before work is continued. 20. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the engineer. They shall be removed, plugged or capped as directed by the utility company and the engineer. 21. Contractor to install knox -box at o location determined by the fire department. Coordinate location, type and style with Carmel Fire Department. ASPHALT PAVEMENT SPECIFICATIONS The paving contractor shall be responsible for the following: 1. The area to be paved sholl be cleared of all rock, debris, roots and vegetation. An approved soil sterilant sholl be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgradeconstruction shall 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 subgrade shall be shaped to the true lines and grade as shown on the plane. 3. The subgrade shall be compacted to 95% laboratory density as determined by ASSHTO Method T -99. 4. The subgrode and finish paving shall be tested by on approved testing company for uniform smoothness, density and grade. 5. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt based may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness as specified in loco] street standards. 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 sholl be placed and compacted at a temperature between 250 F. (121 C) and 300 F, (149 C). 8. The paving mixture sholl be transported to the job site in clean well- covered trucks with smooth dump beds. The base and surface mixtures ore 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 satisfactory coot the aggregate, resist rutting and remain stiff during high temperatures and sustain freeze /thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rote. 10. See details on Sheet C5 for pavement cross - sections. 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 nonshrink, white point to be approved by the engineer. Site Data Zoned DATE M -3 Lot area g -30 -05 2.636 Ac. +/- Building Area STRUCTION 30,722 sq.ft. Impervious Area CPW 69.4% Customer /Employee parking 119 Handicapped parking 4 +1 (on Existing Parking) Proposed parking 124 Minimum Front Yard Setback 20' Minimum Side Yard Setback 10' Minimum Rear Yard Setback 20' Retail parking uses @ 1/200 sq.ft. = 12,700 sq.ft. (max) Parking uses @ 1/300 sq.ft. = 18,022 sq.ft. PROPOSED SITE PLAN GRAPHIC SCALE 40 0 20 40 so 0 TC*-4% �0 �PQ ( IN FEET ) 1 inch = 40 ft. /FEB - 6 2008 r/,03" z -, %o2-) /-te r✓ cSl=. 7 /v% 0- V- /- _7�;J C_ ,,2- a W� 160 -�w *�� ,iii✓ Vii,` " % /r.• ,r- %. °�;k . /``. ��, : ,iii,'„:✓ % :, ,. V1 W E Al r 0) E r U) 3 M v X O Q) < c u J W q' w 1 W � o N Ol 0 M Lo �I CQ i ELI W in _ Q Q W Moo t,,,l Q Z z Ld ED � Q J W ELM tD V �coU m I- U N o LJ LLJ ,. -Z oWWe Z in Z in UQ0J J �La to e Qdnv COD WwO d CO V1, Zd cc z iJ] d 2 °z O O d CQ d � A �z Z V 01 C9 O m X � � d �z lit �. ?� A az V W E- �3 U Z w U Q z W CL W _W a 0 N D W x d U CD CQ O PQ I- O C) C6 E O CSI r- PROJ. No. 050ro -030 DATE 1-22 -05 g -30 -05 I Wc. NEERNG 11 - 30 - 05 STRUCTION I - 08 - 0-1 DRAWN BY: CPW CHEC!(ED BY: ALD SHEET : 1 - C