Loading...
HomeMy WebLinkAbout06080010.3IS 1 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB 11. THE CONTRACTOR S=A__ CONTACT THE CITY OF CARMEL'S DEPARTMENT AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. OF ENG NEERING -0 SCH =SULE A PRE - CONSTRUCTION MEETING TO REVIEW CONSTRUCTION REC. ;;EVENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East of the Second Principal Meridian in 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE INSPECTIONS FOR C =R ".A N STAGES OF THE WORK AND TO REVIEW THE Hamilton County, Indiana, described as follows: TO BACK OF CURB. AUTHORIT" Or THE EPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CI-Y R CH - -OF -WAY. COMMENCING at the Southeast Corner of the Southeast Quarter of said Section 35; thence North 89 degrees 07 minutes 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR 52 seconds East (Assumed Bearing) along the South Line of the Southwest Quarter of Section 36, Township 18 North, TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING 12. ALL EXISTING PA`dEME \T SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT Range 3 East a distance of 148.00 feet; thence North 00 degrees 16 minutes 22 seconds West, parallel with the West TO THE PHASE OF WORK. IT SHALL ALSO BE THE (FOR WIDENING OR =0R AUXILIARY LANES) IS TO BE INSTALLED ADJACENT TO Line of said Southwest Quarter Section, a distance of 734.00 feet; thence South 89 degrees 07 minutes 52 seconds CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS EXISTING �AVEVENT. West, parallel with the said South Line, a distance of 224.32 feet to a curve having a radius of 650.00 feet, the radius OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF point of which bears North 79 degrees 58 minutes 39 seconds East; thence Northerly along said curve o distance of EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR i3. IF EXISTING i TILITY PO'-=S NEED RELOCATED, THEY MUST BE RELOCATED WITHIN ONE 108.46 feet to a point which bears South 89 degrees 32 minutes 18 seconds West from said radius point; thence South SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF FOOT OF THE PROPOSED RIGHT -OF -WAY. ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS 89 degrees 43 minutes 38 seconds West a distance of 315.00 feet; thence North 00 degrees 00 minutes 00 seconds OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. East a distance of 25.00 feet to the BEGINNING POINT; thence continue North 00 degrees 00 minutes 00 seconds East a distance of 182.38 feet; thence North 89 degrees 43 minutes 38 seconds East a distance of 313.45 feet to a curve 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL having a radius of 475.00 feet, the radius point of which bears North 85 degrees 44 minutes 06 seconds West; thence GOVERNING AUTHORITIES. Southerly along said curve on arc distance of 63.43 feet to a point which bears South 78 degrees 05 minutes 03 seconds East from said radius point; thence South 11 degrees 55 minutes 02 seconds West a distance of 66.54 feet to 5. TEMPORARY TRAFFIC CONTP,OL DURING CONSTRUCTION TO a curve having a radius of 355.13 feet, the radius point of which bears South 78 degrees 09 minutes 14 seconds East; CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. thence Southerly along said curve an arc distance of 55.18 feet to a point which bears North 87 degrees 03 minutes 22 seconds West from said radius point; thence South 89 degrees 43 minutes 38 seconds West a distance of 283.69 feet 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED to the BEGINNING POINT, containing 1.250 acres, more or less. IN COMPLIANCE WITH APPLICABLE O,S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. [,I L i ,TI \;rl, I I I I' I it i III t' - - - - -- - STRUCTION LIMIT mul jjig. 1 F - - -- -- --- -- . _. - -- - - - - - - -. -. _ ._.-- 6.10' �I li�..�l _ h�;i' I I ; . , -�: - 1 -r- ,-� �- �, I- �� T o o 12'X12; ; _.. _.._. _ _ - -- \ : I 1! -- -8� -� to.o w � 'A �,__�_L,( LLN�ILN i�l__DICri PSTER 9.0 CD o N o� IM 0 10 40 2 D 12' X 24' A �; �o� �� . , �S' 00 PATIO l CONUE P - - -- - 1 1 Vii. ° 1 PA6 ! rl %» 1 (26.9'I p" L o o A I � 1 5.0' � •- i f f r 0.0 � 30' DRAINAGE �1 1 f al 2 :. a;` I L �'� j o -7 C� 2 t HAII j t•'UuD EASEMENT j G A Z r f 1 cc, 20' x 20' � BMP ESMT. o ��Q I 5 �! ASPHALT 2 -STORY OFFICE BUILDING ° `'J 20.0' o. �� /-SAW CUT EXISTING X...: 11,921 SF , �� E M �. -- gltVEiutBtT �tNB RIACf- ° _ M WITH LIGHT DUTY PAVEMENT /(D L hi _>> _ - nri • � ! f I � ' o ooi O 5.0' O - - - - -- 2 B L A I' I -CONSTRUCTION LIMIT 1 20.0' 26.0' C gg u, 1 V II II C\j 11 d, �p o� , ,27.3 i N - 9.0' P I 1 _ 26.0' M O C; A -7 I 1 10 1N ;� _ l�'i h i C B - ( )off ` Mph �, �- t.Z C t7 �J �MENT SI ` �� MONUMOT SIGN �� R L - ASE IGIN - I 1 - - -- - - - -- - - - -- - - I J L.'i._ - -- -- -- - -- - - -- - - -_OR S4L" SI('I I L. �- D ° - -- - - - -- - - -- - - - -- I v� -I�+ o. i 2 1 2 R W _ �f � � - -- - �, E "PASS - -- -- - - - W }: 'x I I � ,,TOP' SIGN A")PHA_ "1 EE' STRUCTION LIMIT l _ _ SAWCUT, REMOVE 86.0'± OF ROLL CURB, - v_� - - - - -- A)T _ REPLACE WITH DEPRESSED CURB & GUTTER 7 �� L) I��1 I� I��i,� S i R E R ��'�1! �� JTI� E,X`IS1. ��iF1G. !_�� AND INSTALL SUBSURFACE DRAINS UNDER vJ I �. -� PK NAIL FOUND ��, DEPRESSED CURBS PER CARME4 - -- - -- ----- - ' { \� / i O r - li I f ln�l,1 : I \ 1�1 1 ," I4 I -��_+c rL� U' I i^ �1 r( � \tiI Jf STANDARDS, 1 ., iJ � � � ��a, Lea =i �� , f iv �� -- - -- --- -- -� - -- --- - - - - -- - - - -- -- - -- - 7 TOF SIGP�I � _ ;� -_ � -.I ,-� -I,�, I ^, r y ' ---'' � r i( I� I � � � � - 21 I I II �..��1� �`�I �� 'I) I���1rI�rl� N0, l)�40 ,�. - ��, _, C,I�'ASS i A N L ; r `moo L' -- _� /A� I J L I'r'I - '�A 7 / L :, A✓ v l._ � T 1-' t � I A' 1 1 0 - Uj ' � 1 n °-7 _ 7 9 11 11 A \ 4 _ � F V r 1; W -- - -.. - t/ r'i 1 i l j SUMMARY II. ASSUMED NORTH SCALE: 1 "= 30 ' TABLE ZONING ON PARCEL: = 32 PROPOSED BUILDING: = 11,921 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. G.F. AREA: 48 P. S. PROVIDED PARKING: STANDARD PARKING SPACE: 48 P. S. HANDICAP PARKING SPACE: 2 P. S. TOTAL PARKING SPACES PROVIDED: 50 P.S. HOLEY MOLEY SAYS "DON'T DIG BLIND BIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Utility Pole Existing Trees - -- - }r X --- - Existing Fence Pavement Within Right of Way Heavy Duty Pavement 2 Concrete Pavement C803 Multi -Use Path 6" Straight Curb 3 C803 Landscaped Area Curb &Walk 4 5 C803 C803 5 Walk C8o3 Handicap Ramp 2 C803 0 Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) Q Handicap Parking Sign s C803 C803 Brick Paved Patio (REFER TO ARCHITECTURAL PLANS) Light Duty Pavement 1 C803 Pavement Striping G) Bicycle Parking (4 total) 8 11 C803 0 6' Multi -Use Path C8o3 9'x20' Parking Spaces a 8'X20' Parking Spaces (A.D.A. REQUIREMENTS) 0 0 I �NC> CD I N � En W W I �,V, w�Z 0 00 Cr Ww CL_ a- �,-; Z Z Z Z o 0 0 O Ld Lj w� 5 2 F S TE a0 DATE: ���L�U fF, THIS DRAWING AND T E IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: CQ CID 0 cc 6096.001 DRAWN BY: CHECKED BY: RJS d SHEET TITLE: z d DRAWING FILES: S: \6k \6096 \001 \dwgs \C101.dwg XREF: S: \6k \6096 \001 \dwgs \001BS.dwg z XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg Z SHEET NO.: (Cl �i P4 W� h� P4 W W w E.., W w W C w W o � 0 � w z z x CD � DATE: PROJECT NO.: 7/20/06 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \6k \6096 \001 \dwgs \C101.dwg XREF: S: \6k \6096 \001 \dwgs \001BS.dwg XREF: S:\6k\6O96\0O1\dwgs\TitIe1.dwg XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg XREF: S: \6k \6096 \001 \dwgs \PLAT.dwg SHEET NO.: (Cl