Loading...
HomeMy WebLinkAbout180-011111 W 856.79 11 865.87 -` _ \ 1.55 86 / 861 8P.25 _.. D 865.37 F > 866.25 \ 86 + XREF: T:\4k\4477\004\dwgs\44770048S.dwg i XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg ...866.08 865.75 1M� 1W' \ � II I II I 856.5 FL 1• I Ly \y\ a J _ _~~ A ISN- E 1' OF 18' RCP M \ , / 865.87 \ 628 865.37 865.22 TC 865.83 866.Of O �ti 865.33 865511 O � , 632 r � 329 0,0" \�X 865.59 16.08 630 15.58 865.83 TC / 865 05. / OF 12' RI 0 U 856.79 11 865.87 -` _ \ 1.55 86 / 861 8P.25 ,... D 865.37 F > 866.25 \ 86 + XREF: T:\4k\4477\004\dwgs\44770048S.dwg i XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg ...866.08 865.75 1M� 1W' \ � II I II I 856.5 FL 1• I Ly \y\ a J _ _~~ A ISN- 866.30 II 865.96 865.58 1 / .. ': 865.49 �v my � 865.80865.46 � 86205 866.70 „: : � 860 74 TC _._ _ _........ I I I HP :. �'�(�' ` / _- _ ......-... w_ . / •• 866.22 •.. - / 866'20 864.99 aT865.72 .,' _...- II 863.57 \861.55 865.59 PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 3 RESUMED. 86253 86\ •� Greg.Hoyes®hamiltoncounty.in.gov _ 855.9 0 86367 866.30 86105 �_ ' 866.80 = . 00 II 14 II E' 4. 865.80 ATTN: RYAN HAR11ulAN "�1 855.7 FL O 866.43 / rn 861.72 / U II I 865.93 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. d o rw . rg \861.22 LL io 77ryan.hartman®ct (' 863.70 ? 863.58 �:4.1 86212 / 861.96 �r S- 0"vv f 363.70 PRb�POSED BUILDING I t } 862 �" X86229 I U F\ / W 66.70 / 3 66.20 % O , - 86: j ,w✓ • ` 866 867.70 R 865 8620 R_ 867 867.20 _F867.,2 BEGIN VC �6� = 866.62 1 14+50HIGH PT cfl afp�J 14,1.00 ���_ _ 14+72-27 P11 6� 1 00 �6� _. / 866.88 ! (96,7(96,75 e67.3s 667.46 � eszlo ' =---- eszs8 � ....... 861 866.60 ` - -`"�--- 867.18711 -866 �`O� 868 Do / / / / ;863 141 N 0 / 863 91 860.28)\ / 859.78 V _ ---- -.__ 859.00 TC 859.83 / 645 \ 859.33 / \ / i PRAYER PATH Y U m LL, 0 "-d- O �A 858.6 Fl C-0 O \ 856.30 8VY 86� 32' OF 12" RCP c 652 856.48 INV CT � 1 ` : �, 859 6 86� 86267 86217 '862 G�Po�O� i232 86281 1 86231 1.82 86260 as245 86210 861.61 861.95 86208 861.41 86158 861.71f 861st 0 860 CH LINE 859.39 Z'V 858.89 J/ ME -On 857.27 856.79 11 �7 856.77 -` _ \ 1.55 86 862 86,.67 CHECKED BY: 8P.25 ,... \ F > 862,7 YKnelow. n XREF: T:\4k\4477\004\dwgs\44770048S.dwg Call beforeou Y dig XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blacks\Seal-das.dwg 861.6 86205 � II I II I 856.5 FL 1• I - � 861.55 861.02 _ _ -• � _ _~~ A ISN- \= II ! � _ �v my � � 863.62 � 86205 861.96 ��. � 860 74 TC _._ _ _........ I I I HP :. �'�(�' ` / _- _ ......-... w_ . / •• II I •.. - / 861.46 11 I SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF .,' _...- II 863.57 \861.55 W PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR NOBLESVILLE, IN 46060 RESUMED. 86253 86\ .�.�. _ ..�.......__... Greg.Hoyes®hamiltoncounty.in.gov _ 855.9 0 86367 86203 86105 \ o rn i 863 II 14 II E' 4. 862 ATTN: RYAN HAR11ulAN _46 861.04 855.7 FL I 10701 NORTH COLLEGE AVE, SIE. A 11 I rn 861.72 / 861.78 U 861.2b II I PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. d o rw . rg \861.22 STANDARDS FOR WORKER SAFETY. 77ryan.hartman®ct (' 863.70 ? 863.58 it II III WATER SERVICE: 86212 / 861.96 �r S- 0"vv f 363.70 PRb�POSED BUILDING I t } 862 �" X86229 I PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF / 855.5 FL ° \ 86245 861.79 86220 N ' � I III II IS III \ & 7 ON SHEET C803. ELECTRIC SERVICE: E ARCHITECTURAL PLANS FOR BUILDING DIMENZNS Ili ° INDIANAPOLIS POWER & LIGHT CO. 86222 =861.70 III III ATM: DAN DAVENPORT 6 i 863.65 663.01 rFE=863.70 AND NORM SCHOTTENHORST \ \ _ 861.72 _ � \ •' / / 86273 = 86233 86242 E If INDIANAPOLIS, IN 46221 11 9. t� \ • 86 _ / 223 861.83 861.92 II 11 III (317) 261-5277 (NORM) 863.32 STANDARDS. I ; j111 dan.davenport®aes.com '. •� 862-.42 86254 +� CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS I- fill VECTREN ENERGY / - J' 86236 = 861.92 86204 p CL 1549 TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF , t 86240 \ 86294 \ 86254 I I `II (317) 776-5535 F 863.70 I '1111 cshupperd@vectren.com I I rII / / f 861.90 86244 86204 �/ (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). I II BRIGHTHOUSE NETWORKS I 1 II 86256a 7.51 II ATTN: JASON KIRKMAN 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. 7.09 I I II 3030 ROOSEVELT AVENUE II II SEE ZONING ORDINANCES FOR EXACT INFORMATION. j INDIANAPOLIS, IN 46218 �II I (317) 632-9077 EXT 291 ill Jason@kkirkman@mmybrighthouse.com 13, SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING 17 .p STREETS: SERVICE LINES. i III HAMILTON COUNTY HIGHWAY DEPT. C'486240 ATTN: DAVID LUCAS ' ii 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE \ .•. >86 90 / 86313 \ PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB 95 All NOBLESVILLE, IN 46060 INLETS. \ \ :.�. X276 860.5. 86263 c o' (� X6363. 806 15. 860.71 Lj 't 'I II BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR I I I11 ii _ DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER aso.21 i 863.70 •:�+'•;:• 86297 ._.... - \ Q'9O CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER 1--'�\ _ , _- III 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE ' ' \ f 863 24 -'' 863.30 ... / 0� /> \ X1111 I If 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE "III \ • :. 41 N, �o Cb SATISFACTION OF THE CITY AND THE CHURCH. I It F€ I, 111 19. \_� •:�� 0 1 II - 863.60 �Q0 V �� 861 !I Existing Y Sanitar Sewer 1 u _ 863.67 863.24 . 86270 85. Existing Storm Sewer :I II ?I a ORIGINATING BENCHMARKS: _. _ _ _ _ : , • ... �^ � : 4 863.2 co .20 862 o I, COMMISSIONERS W. 96TH ST PLANS) I� lu -- - Existing Contour FIR HYD. S. THE MOST N. BOLT ON E - = " FOR CONTINUATION SEE BEET C105 _ y es3.�o �: _;' f16?�.� ill ELEV = 862.45 (NAVD 88) ® ® ® ® • Prop Storm Sewer Structrs I I ;III II ,„ TBM #61 - >�0.62 ��8600.85 141 N 0 / 863 91 860.28)\ / 859.78 V _ ---- -.__ 859.00 TC 859.83 / 645 \ 859.33 / \ / i PRAYER PATH Y U m LL, 0 "-d- O �A 858.6 Fl C-0 O \ 856.30 8VY 86� 32' OF 12" RCP c 652 856.48 INV CT � 1 ` : �, 859 6 86� 86267 86217 '862 G�Po�O� i232 86281 1 86231 1.82 86260 as245 86210 861.61 861.95 86208 861.41 86158 861.71f 861st 0 860 CH LINE 859.39 Z'V 858.89 J/ ME -On 857.27 856.79 11 �7 856.77 II 857.39 CHECKED BY: 8P.25 II I { 856.75 DEVELOPMENT PLAN II I YKnelow. z � XREF: T:\4k\4477\004\dwgs\44770048S.dwg Call beforeou Y dig XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blacks\Seal-das.dwg �03 I (C106 II I II I 856.5 FL 1• I .a w �7•� II I 857.27 II VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING Z E- TO HIS PHASE OF WORK. IT SHALL ALSO BE THE � ' U-) STORM SEWERS: I I I 1 00 HAMILTON COUNTY SURVEYOR II I EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 857.92 11 I SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 857.42 II � I HAMILTON COUNTY JUDICIAL CENTER W PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR NOBLESVILLE, IN 46060 RESUMED. ul i Greg.Hoyes®hamiltoncounty.in.gov Ili 855.9 0 o II I II I SANITARY SEWERS: o rn II 14 II E' 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ATTN: RYAN HAR11ulAN 855.7 FL I 10701 NORTH COLLEGE AVE, SIE. A 11 I rn 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE II I PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. d o rw . rg STANDARDS FOR WORKER SAFETY. 77ryan.hartman®ct it II III WATER SERVICE: 6. 857.63 II I f 857.13 I t } g 1 I PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF II I I, III INDIANAPOLIS, IN 46202 855.5 FL SERVICES. (317) 263-6336 I 'nnifer.marlett®Yeoliawaterna.com III � � I III II IS III & 7 ON SHEET C803. ELECTRIC SERVICE: Ili ° INDIANAPOLIS POWER & LIGHT CO. 8• ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED III III ATM: DAN DAVENPORT �;t I AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. 1230 WEST MORRIS STREET li If INDIANAPOLIS, IN 46221 11 9. t� f�I i it (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY II 11 III (317) 261-5277 (NORM) I STANDARDS. I ; j111 dan.davenport®aes.com Illi ( II If ii GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS I- fill VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE 00 "COLLEGE PARK CHURCH" PREPARED FOR 711E ASPEN GROUP BY 1549 , I V l zz� d I co co CHECKED BY: DCC Pwhmats DEVELOPMENT PLAN DRAWING FILES: YKnelow. z � XREF: T:\4k\4477\004\dwgs\44770048S.dwg Call beforeou Y dig XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blacks\Seal-das.dwg XREF: R\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: (C106 0 30' 60' 1• ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB .a w AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING Z E- TO HIS PHASE OF WORK. IT SHALL ALSO BE THE � CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF STORM SEWERS: THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR HAMILTON COUNTY SURVEYOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR ATTN: GREG HOYES o SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ONE HAMILTON SQUARE, STE 188 � ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE I HAMILTON COUNTY JUDICIAL CENTER W PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR NOBLESVILLE, IN 46060 RESUMED. 317 776-8495 Greg.Hoyes®hamiltoncounty.in.gov 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH o LOCAL GOVERNING AUTHORITIES. SANITARY SEWERS: o rn CLAY TWNSHP REGIONAL WASTE DIST. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ATTN: RYAN HAR11ulAN CONFORM T APPLICABLE A CO 0 UC BLE LOC L AND STATE STANDARDS. I 10701 NORTH COLLEGE AVE, SIE. A INDIANAPOLIS, IN 46280 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE (317) 844-9200 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. d o rw . rg STANDARDS FOR WORKER SAFETY. 77ryan.hartman®ct it II III WATER SERVICE: 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE li it iii VEOLIA WATER PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY III III ATTN: JENNIFER MARLETT COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED it I III 1220 WATERWAY BLVD. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF II I I, III INDIANAPOLIS, IN 46202 SERVICES. (317) 263-6336 I 'nnifer.marlett®Yeoliawaterna.com III 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 III II IS III & 7 ON SHEET C803. ELECTRIC SERVICE: Ili ° INDIANAPOLIS POWER & LIGHT CO. 8• ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED III III ATM: DAN DAVENPORT SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. 1230 WEST MORRIS STREET li If INDIANAPOLIS, IN 46221 11 9. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA f�I i it (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY II 11 III (317) 261-5277 (NORM) STANDARDS. I ; j111 dan.davenport®aes.com Illi ( II If ii GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS I- fill VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE I -I' I hl ATTN: CHUCK SHUPPERD "COLLEGE PARK CHURCH" PREPARED FOR 711E ASPEN GROUP BY P.O. BOX 1700 TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF I II Iu NOBLESVILLE, IN 46061-1700 CONSTRUCTION. I I `II (317) 776-5535 I '1111 cshupperd@vectren.com I I rII 11. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% III ° I III II CABLE SERVICE: �I' (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). I II BRIGHTHOUSE NETWORKS I 1 II 7.51 II ATTN: JASON KIRKMAN 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. 7.09 I I II 3030 ROOSEVELT AVENUE II II SEE ZONING ORDINANCES FOR EXACT INFORMATION. j INDIANAPOLIS, IN 46218 �II I (317) 632-9077 EXT 291 ill Jason@kkirkman@mmybrighthouse.com 13, SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING ,i III DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY STREETS: SERVICE LINES. i III HAMILTON COUNTY HIGHWAY DEPT. ATTN: DAVID LUCAS ' ii 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE 85 45II 1700 SOUTH 10TH STREET PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB 95 All NOBLESVILLE, IN 46060 INLETS. II U II (317) 773-7770 'I II david.lucas@hamiltoncounty.in.gov f ! I I II 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM Lj 't 'I II BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR I I I11 ii DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER ! ! II II SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. j I` III II 16. SOURCE OF TOPOGRAPHY INFORMATION: "COLLEGE PARK CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER II III CORPORATION, NOVEMBER 19, 2009. III 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE ( a III 1 I II FULLY BACKFILLED NTH GRANULAR MATERIAL. X1111 I If 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE "III DURING CONSTRUCTION SHALL BE REPAIRED TO THE 1 u y I II SATISFACTION OF THE CITY AND THE CHURCH. I It F€ I, 111 19. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING ii MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE 1 II PERMITTED WITHIN THE RIGHT-OF-WAY. II II !I Existing Y Sanitar Sewer 1 u i Iii �DM�H HMA ORKS Existing Storm Sewer :I II ?I a ORIGINATING BENCHMARKS: _ - Existing Fence I u TBM #60 ' a Existing Tree Line it (FROM HAMILTON COUNTY BOARD OF I, COMMISSIONERS W. 96TH ST PLANS) I� lu -- - Existing Contour FIR HYD. S. THE MOST N. BOLT ON E �- 000 1° SIDE 96TH ST. ®HSE #2562 - - Proposed Contour ill ELEV = 862.45 (NAVD 88) ® ® ® ® • Prop Storm Sewer Structrs I I ;III II ,„ TBM #61 �- Proposed Storm Sewer II Ili (FROM HAMILTON COUNTY BOARD OF COMMISSIONERS W. 96TH ST PLANS) I� lu °°° Flow Line i MINE SPIKE W/ WASHER IN PWP 000.00 New Pavement Grade I Ili #6160-B ON S. SIDE 96TH ST & E. I II OF DRIVE TO WATERBURY APTS. 0005All Other Finish Grades I I I u ELEV = 859.62 (NAVD 88) k i I� lu 000.00 Top of Curb Grade I' i,ll TBM #1000.00 Gutter Grade RR SPIKE FOUND ON THE SOUTH SIDE 1 OF PWP #6-161-A, 150' SOUTH OF Flow Arrow I ry THE SOUTHEAST CORNER OF A ' X11 GRAVEL PARKING LOT. F.F.E.=000.0 Finished Floor Elevation dill ELEV = 861.87 (NAVD88) ' 000.0 ME Meet ExistingElevation I I VIII TBM #2 000.0 now Line Elevation i E III NORTH RIM OF SANITARY MANHOLE too' WEST OF PWP #6-161-A Indicates Flood Routing I I i II ELEV = 861.13 (NAVD88) e III Ili 111 � � III - x x x - Decorative Building Fencing "' 111 OOo Storm Structure Number II III III II III �� III W 5 - LU Uj J =E d 0 � U Z� QZ W ZU W (If W �CL 00 <Ln �s W CJ i U 0 0 �\o opo Nn Ij o C> a--: N _� 890.258 W= STATE OF j� •••••�'�DI ANP.••'' ��? DATE: 12/18/09 THIS DRAWING AND THE 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. (2009 IC40001 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE V l zz� d 4477.004 co co CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C105-C108.dwg z � XREF: T:\4k\4477\004\dwgs\44770048S.dwg Q XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blacks\Seal-das.dwg XREF: R\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: (C106 Q z 0 .a w o aP4 Z E- � a � o a w o Z � W H� x o �f o rn DATE PROJECT 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C105-C108.dwg XREF: T:\4k\4477\004\dwgs\Tibe1.dwg XREF: T:\4k\4477\004\dwgs\44770048S.dwg XREF: T-\4k\4477\004\dwgs\ROUND-ABOOT.dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blacks\Seal-das.dwg XREF: R\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: (C106