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HomeMy WebLinkAbout0045.95.1J W W W 4 U 111 Q N 1 e 'ENTRANCE' SIGN TO CONFORM TO CARMEL SIGN ORDINANCE STANDARDS W J -1 J 4 W 11 m Z O A i Z !i_ U 0Q � � (A W Z_ I J Q I e>i -i I ZONED 5 -3 8 S9' 56' 4 -1' E - 642.52' � , �� SEE PAVEMENT DETAILS SHT. SP -3 .._- FRANC!5 4 CHARLOTTE HAFAK RALPH 4 BARBARA MGDOIJELL SITE FLAN ELECTRIC TRANSFORMER EDMUND W. MARTIN 'SERVICE ENTRANCE ONLY' SIGN TO CONFORM TO CARMEL SIGN ORDINANCE STANDARDS 10'x 20' CONC. PAD FOR DUMPSTER CONCRETE WITHIN 12'x 12' 6' WOOD FENCE CURB --�_ x x__ 6' CHAIN -LINK FENCE x x ■MME 1 LEGEND GAS LINE . . UNDERGROUND GAS LINE PRELMIARY SITE FEW WATER LINE CARMEL TAG tU14 94 SANITARY SEWER O SANITARY MANHOLE _ _ = STORM SEWER ® 1- Z ILI 6 CWAIN -LINK FENCE x x x Q x_ UJ CATCH BASIN lu 24' ROLLED CONC. CURB DCONCRETE PAVEMENT ASPHALT PAVEMENT I 6' CHAIN -LINK FENCE t� HANDICAPED PARKING SPACE WCU y o� g I o W n I IW Itwu o O STORM I MANHOLE II LU l I � I� U Q I_ a in � _ e x 24' I 4. ZC is I- S.IX 24P. S S I I � 24.2' III / I W 0 (L ELECTRIC METER I d) CAB. LOCATION HANDICAPED RAMP d) QP - IMP SEE DTL. THIS SHT. � - I ' SAN LAT.� d1 J r'' Z I w C- OFFICE �, �. 24 _1 J0 7 - 10,140 sq. ft. d 9 fn U Wn in in d) a LL _ `9 X GAS METER I ip COORDINATE WITH IND. GAS I - I 111.15' 18.0' -I _I - 24'_ I vc. WALK 5' co 12 C3, X 219), S AC ' ©. QA,'� PHONE CONDUIT 25' CANTILEVER P P� pp�? 24 ROLLED COORDINATE SIZE SLIDING GATE x Q r I I ( PeS CONC. CURB c4 v (TYPJ 4 CONNETION W/ Q1 AMEFPJTECH 'EXIT' SIGN TO CONFOR'1 - TO CARMEL SIGN ORDNANCE STANDARDS- 19 - 9 x 2 A ES v 1 1 J=1 It 2' U ILI E SE 1EN t _ TOP OF BANK / GROUND SIGN 5' FROM RNj (LIT INTERNALLY) I _ TELE. P DESTAL 8 90' 00'00'W - 325.00' ZONED 5 -3 t 10' SANITARY SEWER EASEMENT It 15' SANITARY SEWER EASEMENT � , �� SEE PAVEMENT DETAILS SHT. SP -3 .._- FRANC!5 4 CHARLOTTE HAFAK RALPH 4 BARBARA MGDOIJELL SITE FLAN ELECTRIC TRANSFORMER EDMUND W. MARTIN 'SERVICE ENTRANCE ONLY' SIGN TO CONFORM TO CARMEL SIGN ORDINANCE STANDARDS 10'x 20' CONC. PAD FOR DUMPSTER CONCRETE WITHIN 12'x 12' 6' WOOD FENCE CURB --�_ x x__ 6' CHAIN -LINK FENCE x x ■MME 1 LEGEND GAS LINE . . UNDERGROUND GAS LINE PRELMIARY SITE FEW WATER LINE CARMEL TAG tU14 94 SANITARY SEWER O SANITARY MANHOLE _ _ = STORM SEWER ® STORM MANHOLE FIRE HYDRANT E3 TELEPHONE PEDESTAL Q ELECTRIC TRANSFORMER UJ CATCH BASIN lu 24' ROLLED CONC. CURB DCONCRETE PAVEMENT ASPHALT PAVEMENT I 6' CHAIN -LINK FENCE t� HANDICAPED PARKING SPACE G1� I.P yam J 0/ to 29 F 9' be 20' SPPAC �e / P Q i i i • 0 TUNED DOtW CURD ElE70ND ASPHALT PAVEMENT 0 ELEVATION N PLAN UJ�- IEELCN�41R RAh1P DETAIL, in OWN a - 1 \24' ROLLED ONC. CURB EE DTL. 10 /SP4 -� 25' CANTILEVER 0 SLIDING GATE TPA 140UND X SIGN TOP OF / BANK / � I SANITARY MANHOLE T N as i'V mr w 1115 2' i L I'`iUND W. MARTIN ZONED 5 -3 LEGAL DESCRIPTION P Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East In Clay Township, Hamilton County, Indiana, described as follows: Beginning at a point on the West line of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East that is 326.00 feet North 00 degrees 05 minutes 50 seconds West (assumed bearing) from Vie Southwest corner of said Southwest Quarter; thence North 00 degrees 05 minutes 50 seconds West on said West line 405.79 feet; thence South 89 degrees 56 minutes 47 seconds East parallel with the North line of the South Half of said Southwest, Quarter 642.52 feet to the West right - of -way line of Marle Drive as Dedicated per Instrument 86118153 In Easement Record 4, pages 404 and 405 In the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees 00 minutes 00 seconds on said West right -of -way line 121.96 feet to the Northerly line of real estate described In a Warranty Deed recorded In Deed Record 354, page 138 In said Recorder's Office; thence North 84 degrees 19 minutes 01 seconds West on said Northerly line 17.52 feet to an angle corner In said real estate Northerly line; thence South 52 degrees 18 minutes 23 seconds West on said Northerly line 90.78 feet; thence South 47 degrees 06 minutes 18 seconds West on said Northerly line 310.68 feet to the Northwest corner of said real estate at a point which Is 325.00 feet North 90 degrees 00 minutes 00 seconds East of the West line of said Southwest Quarter; thence South 00 degrees 05 minutes 50 seconds East parallel with said West line 18.00 feet to a point which is 326.00 feet North 00 degrees 05 minutes 50 seconds West of the South line of said Southwest Quarter; thence North 90 degrees 00 minutes 00 seconds West parallel with said South line 325.00 feet to the place of beginning, containing 4.794 acres, more or less. C� 1 I 0iirW0g1)CT • +,Nc� U►1YIE `N � `t`:. t/, r- lll�MB10, F. 06TN $I (. o Alit o IC s o o 1 101 14&10 FesI o ARtIA[ �MU¢rii :I�i� T o l]I e­ r - e' 0 CIA N t/u.7J�!�aC4 CINIIMNA�I ►� y� _ �It[LAI f w = ++f11NaT3 oc --Trp X00 DN lArl 'cc iC •±COIONr Ci= Q I W It N Crh ►A At CT it I, 11! l o ° c ,911T fIEAS �I °° :o IAUINs cc 3 W t. S.N. OK s sA IM I;c i Amid ; N LA eA 44,' ~ e ♦ t_ i 4a c got � 4 •o. t ,pill oA ArOQ p o = � SITE 5PI LOCATION MAP /L NOT TO SCALE z L__� SANITARY SEWER NOTES 1. Sanitary Sewer construction shall conform to City of Carmel sewer specifications and shall prevOil as to materiels and methods of construction. 2. Sanitary swore laterals shown were designed with PVC pipe In accordance with ASTM D -3034 (SDR 35) and slope a minimum of 2 feet /100 feet. 3. NI PVC joints shall be premolded, manufactured and installed in accordance with ASTM C -425 -6 OT. 4. Where water fines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal seperation shall be maintained. 5. No roof drains, footing drains and /or surface drains may be connected to the sanitary sewer system including temporary connections during construction. 6. Building sholl 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 titited up 45 degrees from horizontal, with suitable fittings for all changes in direction. 7. Cleanouts Detail 4 /Sheet SP -4 shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. 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 sterilont sholl be utilized to prevent the growth of weeds. 2. NI soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shall be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth of the compacted subgrode and meet the subgrode compaction requirements. The subgrode sholl be shaped to the true lines and grade as shown on the plans. 3. The subgrode shall be compacted to 95% laboratory density as determined by AASHTO Method T -99. 4. The subgrode and finish paving shall be tested by on approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. The contractor shall have the project engineer present for this testing. 5. Slope pavement 0.5% minimum to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrode in one lift to the required compocted thickness as shown on the plans. 7. The hot mix asphalt base sholl be placed in one rift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperoture 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 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. Ashpalt grade sholl be determined by its ability to satifactorily, 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 detail Sheet SP -4 for pavement cross - sections for parking areas and truck driving ones. SITE NOTES 1. Site Information was taken from Keeler -Webb Ass., dated October 26. 1994. 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 ore obtained from the respective city, county, and /or slate agencies prior to starting construction. 3. The Plumbing contractor sholl 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 oil 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 pabo► and materials required which are not borne by the Telephone Company to provide any new telephone service. 7. Exterior sanitary sewer piping shall be SOR 35 PVC and slope a minimum of 2 percent. 8. Underground water servide shall be ASTM -D2241 PVC. 9. The incoming water service shall be installed with a minimum of 54" of cover. 10. 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. It. Use compacted granular fill when utility lines ore placed under walks and driveways. 12. Soil borings have not been performed at this time. Pavement design is based on on assumed soil bearing pressure of 1500 p.s.i. 13. Provide sleeves for mechanical work as required. 14. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 15. Areas between curbing, sidewalks, paving and building shall be filled with 4• of topsoil suitable for landscaping. 16. See structural sheet S2 for concrete and foundation specifications. 17. See Sheet SP1 for sanitary sewer lateral specifications and requirements. 18. All edge of pavement radii are 5 feet unless otherwise noted. 19. Site data: Zoned B -3 Lot area 4.794 Ac. +/- Building area 10,140 sq. 1. Lot coverage 57.7 X Maximum lot coverage 80 X Customer parking 65 (9' x 20' spaces) Handicapped parking 3 Lot parking 289 Total parking 354 Required parking 88 Minimum Front Yard Setback 60' Minimum Root Yard Setback W. 20. Coordinate posible position of 'NOX BOX' with owner and Carmel Fire Department near front entrance for fire or safety access. 3` 1,�tl�uIIsoft ", 4:� � P�'G�SfiE��OFFI�r _o, No 4 S0263 * = r STATE OF ;r rrrj' �,1'•• NDIANP' • �````�� ND S U R`��:� �ffyftnl�ta� v•r-r- ��- PROJ. NO 94IQ -024 DRAWN BY, AL.D CHECKED BY, WI4N DATE FOR I PRELMIARY SITE FEW 3 CARMEL TAG tU14 94 CAIMEL TAG (FIEIIIBE t1/17194 82A ,/vv/95 REV15EO T�1♦ V N LU ImZ 0 TTO Z UJ V1 lu M I M+1 WCU y o� g I o W n I o O STORM I MANHOLE II T N as i'V mr w 1115 2' i L I'`iUND W. MARTIN ZONED 5 -3 LEGAL DESCRIPTION P Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East In Clay Township, Hamilton County, Indiana, described as follows: Beginning at a point on the West line of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East that is 326.00 feet North 00 degrees 05 minutes 50 seconds West (assumed bearing) from Vie Southwest corner of said Southwest Quarter; thence North 00 degrees 05 minutes 50 seconds West on said West line 405.79 feet; thence South 89 degrees 56 minutes 47 seconds East parallel with the North line of the South Half of said Southwest, Quarter 642.52 feet to the West right - of -way line of Marle Drive as Dedicated per Instrument 86118153 In Easement Record 4, pages 404 and 405 In the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees 00 minutes 00 seconds on said West right -of -way line 121.96 feet to the Northerly line of real estate described In a Warranty Deed recorded In Deed Record 354, page 138 In said Recorder's Office; thence North 84 degrees 19 minutes 01 seconds West on said Northerly line 17.52 feet to an angle corner In said real estate Northerly line; thence South 52 degrees 18 minutes 23 seconds West on said Northerly line 90.78 feet; thence South 47 degrees 06 minutes 18 seconds West on said Northerly line 310.68 feet to the Northwest corner of said real estate at a point which Is 325.00 feet North 90 degrees 00 minutes 00 seconds East of the West line of said Southwest Quarter; thence South 00 degrees 05 minutes 50 seconds East parallel with said West line 18.00 feet to a point which is 326.00 feet North 00 degrees 05 minutes 50 seconds West of the South line of said Southwest Quarter; thence North 90 degrees 00 minutes 00 seconds West parallel with said South line 325.00 feet to the place of beginning, containing 4.794 acres, more or less. C� 1 I 0iirW0g1)CT • +,Nc� U►1YIE `N � `t`:. t/, r- lll�MB10, F. 06TN $I (. o Alit o IC s o o 1 101 14&10 FesI o ARtIA[ �MU¢rii :I�i� T o l]I e­ r - e' 0 CIA N t/u.7J�!�aC4 CINIIMNA�I ►� y� _ �It[LAI f w = ++f11NaT3 oc --Trp X00 DN lArl 'cc iC •±COIONr Ci= Q I W It N Crh ►A At CT it I, 11! l o ° c ,911T fIEAS �I °° :o IAUINs cc 3 W t. S.N. OK s sA IM I;c i Amid ; N LA eA 44,' ~ e ♦ t_ i 4a c got � 4 •o. t ,pill oA ArOQ p o = � SITE 5PI LOCATION MAP /L NOT TO SCALE z L__� SANITARY SEWER NOTES 1. Sanitary Sewer construction shall conform to City of Carmel sewer specifications and shall prevOil as to materiels and methods of construction. 2. Sanitary swore laterals shown were designed with PVC pipe In accordance with ASTM D -3034 (SDR 35) and slope a minimum of 2 feet /100 feet. 3. NI PVC joints shall be premolded, manufactured and installed in accordance with ASTM C -425 -6 OT. 4. Where water fines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal seperation shall be maintained. 5. No roof drains, footing drains and /or surface drains may be connected to the sanitary sewer system including temporary connections during construction. 6. Building sholl 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 titited up 45 degrees from horizontal, with suitable fittings for all changes in direction. 7. Cleanouts Detail 4 /Sheet SP -4 shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. 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 sterilont sholl be utilized to prevent the growth of weeds. 2. NI soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shall be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth of the compacted subgrode and meet the subgrode compaction requirements. The subgrode sholl be shaped to the true lines and grade as shown on the plans. 3. The subgrode shall be compacted to 95% laboratory density as determined by AASHTO Method T -99. 4. The subgrode and finish paving shall be tested by on approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. The contractor shall have the project engineer present for this testing. 5. Slope pavement 0.5% minimum to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrode in one lift to the required compocted thickness as shown on the plans. 7. The hot mix asphalt base sholl be placed in one rift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperoture 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 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. Ashpalt grade sholl be determined by its ability to satifactorily, 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 detail Sheet SP -4 for pavement cross - sections for parking areas and truck driving ones. SITE NOTES 1. Site Information was taken from Keeler -Webb Ass., dated October 26. 1994. 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 ore obtained from the respective city, county, and /or slate agencies prior to starting construction. 3. The Plumbing contractor sholl 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 oil 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 pabo► and materials required which are not borne by the Telephone Company to provide any new telephone service. 7. Exterior sanitary sewer piping shall be SOR 35 PVC and slope a minimum of 2 percent. 8. Underground water servide shall be ASTM -D2241 PVC. 9. The incoming water service shall be installed with a minimum of 54" of cover. 10. 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. It. Use compacted granular fill when utility lines ore placed under walks and driveways. 12. Soil borings have not been performed at this time. Pavement design is based on on assumed soil bearing pressure of 1500 p.s.i. 13. Provide sleeves for mechanical work as required. 14. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 15. Areas between curbing, sidewalks, paving and building shall be filled with 4• of topsoil suitable for landscaping. 16. See structural sheet S2 for concrete and foundation specifications. 17. See Sheet SP1 for sanitary sewer lateral specifications and requirements. 18. All edge of pavement radii are 5 feet unless otherwise noted. 19. Site data: Zoned B -3 Lot area 4.794 Ac. +/- Building area 10,140 sq. 1. Lot coverage 57.7 X Maximum lot coverage 80 X Customer parking 65 (9' x 20' spaces) Handicapped parking 3 Lot parking 289 Total parking 354 Required parking 88 Minimum Front Yard Setback 60' Minimum Root Yard Setback W. 20. Coordinate posible position of 'NOX BOX' with owner and Carmel Fire Department near front entrance for fire or safety access. 3` 1,�tl�uIIsoft ", 4:� � P�'G�SfiE��OFFI�r _o, No 4 S0263 * = r STATE OF ;r rrrj' �,1'•• NDIANP' • �````�� ND S U R`��:� �ffyftnl�ta� v•r-r- ��- PROJ. NO 94IQ -024 DRAWN BY, AL.D CHECKED BY, WI4N DATE FOR 10/31/114 PRELMIARY SITE FEW IV 94 CARMEL TAG tU14 94 CAIMEL TAG (FIEIIIBE t1/17194 82A ,/vv/95 REV15EO W u�u V t U) (11111; _ W � O a h O A T�1♦ V N LU ImZ TTO Z UJ V1 � M d M+1 WCU y o� g I o W n o O O V J to � � WWI Na� � O a A !- LU ImZ Its •� tJ Cv Z UJ UJ M� 9U MacDougall Pikte-\rc� WI\V 111 \ /V I IVIMI INC. '/500 W. Carmel Drke 07 844-'6371 Fax (317) 844-3244 TGS M hmm ia6imm- ilr M 821 BROAD FIPPLE AVE. INCKANAPOLA � PHONE & FAX 13M 255 -W5 SP -�