The URL can be used to link to this page

Home My WebLink About0503003.15W HI � 2 LE G E N D .9 Ur C:. EXIST. 6' CURB TO REMAIN (Full of vvoter ric. invert CD CZ5 ASPHALT 'A" tin eQU e/1 N 88"5928 FT 190,00' to if— \N I J r <-- > CD PLACE GRAVEL PnR"EL Ul.ul/ES ~ -7� Gus Existing Storm Sewer -----��----- Ex`8f^Og Sanitary Sewer 15900AK|sonvKteRoad New Sanitary SpVVe[ C.O. Sanitary S8VVe[ clean—out __________ Uf`|^fV & Drainage Esmf^ --- ------ ---' AU'|d`Dg Setback Line w_____ Existing Water Main W _____ Proposed Water Service --'� Ex'0f^nQ Gas Main -----8 ------ Proposed Gas Service c---' Existing A8Cfr`c Line -----E ----- Proposed Electric Service -----r------- Existing Telephone Line -----T ------ Proposed Telephone Service ------------ Overhead Utility 'O��8 ' Existing Trees x ______. Existing Fence .9 Ur C:. EXIST. 6' CURB TO REMAIN (Full of vvoter ric. invert CD CZ5 ASPHALT 'A" tin eQU e/1 N 88"5928 FT 190,00' to if— \N I J r <-- > CD PLACE GRAVEL PnR"EL Ul.ul/ES ~ -7� Gus Electric Indiana Gas Company PubUcServicelndiunu - Ciner 15900AK|sonvKteRoad Engineering Guilford Dept. South Noblesville, Indiana 46O6O ' Carmel, Indiana 46U32 (317)773-0430 Tel: (317) 581-3041, Fax: (317) 581-3031 Water Sanitary Sewer Carmel Water & Sewage Clay Township Regional Waste District Carmel , Indiana 46202 10755 North College Avenue (317)571-2442 Curme[ Indiana 46D32 (317) 044-9200 Telephone Ameritech Storm Sewer 220 North Meridian Street City ofCarmel Indianapolis, Indiana 482U4 City Hatt, 1C|vicSquare 265-4878or1-800-382-5544 Carmel, Indiana 46032 (317) 571-2441 Cable Television Streets Time Warner Cable City ofCurnei 516 East Curnei Drive City Halt, 1C|v|cSquare Carmel, Indiana 46032 Carmel, Indiana 46h32 (317)048-4726 (317) 571-2441 Utility Hotline; within Indiana 1-800-382-5544 outside Indiana 1-000-428-5200 Note The nature, size and location of utilities are per plans and locations provided bythe respective utility companies. The above list constitutes some, |f not all, of the utility companies which may provide service h1 the area of, and adjacent to, the subject pro'ect,busedupontheinformat|on available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. � E � � / i � / i ^ ' ^ � .' 0 � ' � � � � [ ` |� C i ^ � ' , / � � � � ` W. / � A i ' � r � � ~^^ � Ll TOAN2w/_��!C-,N VoViFR0�� [-----------�--- �--- x------ STSNE N I m� RECORD LAND DESCRIPTION RICHARD C. KRUSE TO RICHARD C.KRUSEbRANDALLD.KRUSE [N3T.#0700008 ^^ 8^ Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Clay Township, Hamilton County, more particularly described as follows: Beginning at the Northeast corner of to Northeast Quarter of section 36 Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on and along the East line of said Northeast Quarter 1188.00 feet; thence South 69 degrees 27 minutes 30 seconds West parallel the North line of said Northeast Quarter 1191.63 feet thence South 01 degrees 07 minutes 44 seconds West on and along the West right—of—way line of Third Avenue, S.Y. 838.97 feet; thence South 00 degrees 38 minutes O0 seconds East on and along said West right-of-woy line 17l27feet houn iron pin set at the True Beginning Point of this description; continuing thence South 0Udegrees 38 minutes O0 seconds East on and along said West right-of-*oyline 121.20 feet twon iron pin; thence South 89degrees 22 minutes OO seconds West 478.83 feet toon iron pin; thence North 08 degrees 38 minutes U0 seconds West parallel with the West r)ght-of-noy line of Third Avenue, S.W., 151.74 feet to on iron pin; thence South 8G degrees 58 minutes 00 seconds East 479.81 feet to the True Beginning Point. - SAN, &IJA NY U� ^" ! HOLEY MO LEY SAYS n L/ � �- � Fl/~\K] \~//\j ! � [/�\||\] �` � � BLIND KJ L_||\/[/ �\ ' ^'IT'S T - r A' CALL 2 WORKING DAYS BEFORE YOU 0G � 1_��D/� �� c�� / UUU-JU^�-.J.J-�~� � CALL TOLL FREE A��Uk�[[l 0/l�TU ! P� ��A S�� 0W B��1Q�. ASSUMED - --- � ' - � ' ' � ' | IT IS AGAINST THE LAW T0 EXCAVATE SCALE: 1 �� M ` / ��T NOTIFYING T� U��U�D -~' '��` ' ^-`^ LOCATION WORKING DAYS BEFORE COMMENCING WORK. 4/ . * | i | ! | ! ! ) ! | ! ( . . / '31A"N N'-f VH ! TC 1141'1 - 2C. J7 Q'I�� ' ;!-iv :�Iv(�-5�� \ 8 24{� | XIST. 2' CUR� TO REMAIN CD i | ! � � � g � ^� � | / ( - / U � u i --- O � ' | � U � R j � | ~ / " ) | u p � -T--�-- � ! U � ' U ' ^ � | | U ' 8 U\ ! | � ' 'RM. AL � m ovu-uo,o� � - -'' CURB MM EXISTING = _ .-� S 89*22»00" W � | ' 0 _C!T /PROPOSED BUILDING F.F. 843.33 (SEE "w. I / / G EXIST 6' CURB y 0 ~~ PROPOSED BUILDING i � F.F. 842~33 � / «=~. | - | � ( O | / x | u � U � D � / i O | | \ O J( ~� ! 0 � u � ~ O � ' ~ i i � | � l � SAN. !,11H TC-8J�� ao i = :4V(� . - 5 | GENERAL N O TE S l. ALL RADIUS DIMENSIONS FOR G" STANDING AND CHAIFBACK CURB ARE T8 BACK OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. |T SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY T0 CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALLNO1IFY IN WRITING THE OWNER OR THE ENGINEER 0F ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE HELD BEFORE WORK IS STARED OR RESUMED. l VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS NTH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.3.H.A. STANDARDS FOR WORKER SAFETY. O. ALL DIMENSIONS T0 THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL U11UTY00MPAN|ES SHOULD BE NOTIFIED PRIOR TD ANY EXCAVAT10N FOR FIELD LOCATION OF SERVICES. 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. EXPANSION JOINTS ARE T0 BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND. PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS. N Revisions 1. l l STATIE OF CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD ENGINEERING AND ARE NOT mBE USED V8 REPRODUCED m WHOLE o8|w PART, mmoor THE mmrTEw CONSENT OF ROGER xmno ENGINEERING. 1999, ROGER WARD ENGINEERING. INC. CIVIL ENGINEERS - SITE DESIGNERS - DEVELOPMENT CQN80CDQVTS 8251 WyfM0P AVENUE SUITE 8 INDIANAPOLIS, INDIANA 4622 (317) 251-1738 (FAX) 251-1833 MORTON BU11,I)INGS, INC. SITE & UTILITY PLAN Date Project No. Drawn Approv. Computer Files Sheet No. C: \RWDESIGN\JOBS\MBI\001\DWGS\Cloi TOPO C 10 1 H O F A IC C 1.9 0 �=�] � � E � � / i � / i ^ ' ^ � .' 0 � ' � � � � [ ` |� C i ^ � ' , / � � � � ` W. / � A i ' � r � � ~^^ � Ll TOAN2w/_��!C-,N VoViFR0�� [-----------�--- �--- x------ STSNE N I m� RECORD LAND DESCRIPTION RICHARD C. KRUSE TO RICHARD C.KRUSEbRANDALLD.KRUSE [N3T.#0700008 ^^ 8^ Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Clay Township, Hamilton County, more particularly described as follows: Beginning at the Northeast corner of to Northeast Quarter of section 36 Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on and along the East line of said Northeast Quarter 1188.00 feet; thence South 69 degrees 27 minutes 30 seconds West parallel the North line of said Northeast Quarter 1191.63 feet thence South 01 degrees 07 minutes 44 seconds West on and along the West right—of—way line of Third Avenue, S.Y. 838.97 feet; thence South 00 degrees 38 minutes O0 seconds East on and along said West right-of-woy line 17l27feet houn iron pin set at the True Beginning Point of this description; continuing thence South 0Udegrees 38 minutes O0 seconds East on and along said West right-of-*oyline 121.20 feet twon iron pin; thence South 89degrees 22 minutes OO seconds West 478.83 feet toon iron pin; thence North 08 degrees 38 minutes U0 seconds West parallel with the West r)ght-of-noy line of Third Avenue, S.W., 151.74 feet to on iron pin; thence South 8G degrees 58 minutes 00 seconds East 479.81 feet to the True Beginning Point. - SAN, &IJA NY U� ^" ! HOLEY MO LEY SAYS n L/ � �- � Fl/~\K] \~//\j ! � [/�\||\] �` � � BLIND KJ L_||\/[/ �\ ' ^'IT'S T - r A' CALL 2 WORKING DAYS BEFORE YOU 0G � 1_��D/� �� c�� / UUU-JU^�-.J.J-�~� � CALL TOLL FREE A��Uk�[[l 0/l�TU ! P� ��A S�� 0W B��1Q�. ASSUMED - --- � ' - � ' ' � ' | IT IS AGAINST THE LAW T0 EXCAVATE SCALE: 1 �� M ` / ��T NOTIFYING T� U��U�D -~' '��` ' ^-`^ LOCATION WORKING DAYS BEFORE COMMENCING WORK. 4/ . * | i | ! | ! ! ) ! | ! ( . . / '31A"N N'-f VH ! TC 1141'1 - 2C. J7 Q'I�� ' ;!-iv :�Iv(�-5�� \ 8 24{� | XIST. 2' CUR� TO REMAIN CD i | ! � � � g � ^� � | / ( - / U � u i --- O � ' | � U � R j � | ~ / " ) | u p � -T--�-- � ! U � ' U ' ^ � | | U ' 8 U\ ! | � ' 'RM. AL � m ovu-uo,o� � - -'' CURB MM EXISTING = _ .-� S 89*22»00" W � | ' 0 _C!T /PROPOSED BUILDING F.F. 843.33 (SEE "w. I / / G EXIST 6' CURB y 0 ~~ PROPOSED BUILDING i � F.F. 842~33 � / «=~. | - | � ( O | / x | u � U � D � / i O | | \ O J( ~� ! 0 � u � ~ O � ' ~ i i � | � l � SAN. !,11H TC-8J�� ao i = :4V(� . - 5 | GENERAL N O TE S l. ALL RADIUS DIMENSIONS FOR G" STANDING AND CHAIFBACK CURB ARE T8 BACK OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. |T SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY T0 CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALLNO1IFY IN WRITING THE OWNER OR THE ENGINEER 0F ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE HELD BEFORE WORK IS STARED OR RESUMED. l VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS NTH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.3.H.A. STANDARDS FOR WORKER SAFETY. O. ALL DIMENSIONS T0 THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL U11UTY00MPAN|ES SHOULD BE NOTIFIED PRIOR TD ANY EXCAVAT10N FOR FIELD LOCATION OF SERVICES. 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. EXPANSION JOINTS ARE T0 BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND. PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS. N Revisions 1. l l STATIE OF CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD ENGINEERING AND ARE NOT mBE USED V8 REPRODUCED m WHOLE o8|w PART, mmoor THE mmrTEw CONSENT OF ROGER xmno ENGINEERING. 1999, ROGER WARD ENGINEERING. INC. CIVIL ENGINEERS - SITE DESIGNERS - DEVELOPMENT CQN80CDQVTS 8251 WyfM0P AVENUE SUITE 8 INDIANAPOLIS, INDIANA 4622 (317) 251-1738 (FAX) 251-1833 MORTON BU11,I)INGS, INC. SITE & UTILITY PLAN Date Project No. Drawn Approv. Computer Files Sheet No. C: \RWDESIGN\JOBS\MBI\001\DWGS\Cloi TOPO C 10 1 H O F A IC C 1.9 0