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HomeMy WebLinkAbout21E T M rn O_ U 0 0 0 J 6) 3 7 N - U 1 rn O U U) M 3 11-14- 0 O r` 1Z i 6 0 z E 0) O to 6 _ i 0 0 - ME O N 0- Q 6 0 0 0 a_ �`'' ' I YPt III '"� 6*" UE - UNE LIGHT POLE o FOR CONTINUATION SEE SHEET C110��\, % ''( %' ' Aiy , ,l LIN E �o ' , . III III i 1. C 8, (, . III III - III I , Q 649 1 ' III II I 6 UNDERGROUND 'OGS, 1 111 III -, III I 1 • *THIS INVERT IS THE LOWEST AT MINIMUM ELECTRIC UNE EX. UNDERGROUND ELECTRIC UNE -_ I I I u 11 1 111 :.... . - ._ __ _-__...__ -�-_---.__-__ - -_. _.... _... I .3{' III u I I u PIPE SLOPE. CONTRACTOR TO VERIFY INVERT m ' ! III III 'r Know what's below. ON MECHANICAL PLANS AND ADJUST ACCORDINGLY. C.O. oc0000 f 7762 GAS SERVIC UNE � � -' I II I III Gall befOr@ OV cog TYPE I Q* � - I II S_; h I I I II 92 LF OF 6" PVC 00000 °° ° C.O. 1LT!� ` II I III I - y LATERAL ®1.00% (MIN) °° °° '� '` ' CONC. WALK TYPE III --- _ _ ` (I W II I ! III - ��-�v��+ r-��Q�o 000 0000° j ., _ - I I � II III III <a�� Y4®l 1G!►y 0 0°0 0000. I III II I ; III * INV 847.6 000 ;0° _ ° ° C O - - III I III ° o° /� TYPE III 7712 C.O. I I /III 11 I I III I " ° \ I ' 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6 STANDING CURB TYPE III 11 u1 I III ` . ; 0 30' 60' AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. PROPOSED BUILDING s -� _-Iw I� ��� �I� I I 1I 6 1 �/ � _; � 8 PVC - III 11I III SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS 5616 , -_ > I i�4,, EX. SIGN o Ilii I ` I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO FFE=863.70 �\ ,,` , =\,, ° z II - III VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING i c,0 ; o - � .. PLAYGROUND I 319 LF OF 8' PVC I 1 ; j ! � = III 11 I 1 i1 , c, `! '� I I I III I I ��� TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 1 \ _ NOTE: F" AREA LATERAL ®1.00% (MIN) I I = II III 11 11 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF REPLACE INLET CASTING I Y a I III III 11 STORM SEWERS: THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR WITH A NEENAH R -1722-A 4'A I 111 ° I III HAMILTON COUNTY SURVEYOR °°° Q I 11 I I EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR �'' OR APPROVED EQUAL AND I I III I 8200 I I I 111 u 1 III ATTN: GREG HOYES SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF `rsp RISE CASTING TO NEW F{' LAT INV 843.5 ? I 111 II I . III ONE HAMILTON SQUARE, STE 188 ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE FINISHED GRADE. (SEE o ' ' O I 1 I ; PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR ` ' ' I ii ' III ° I ° I II HAMILTON COUNTY JUDICIAL CENTER ' : co � SIGHT POLE I - I i ' II ! I ! NOBLESVILLE IN 46060 SHEET C106) -- 11,"c I c, ;. I, iili i, li /jj.. - ;n Y� 1 i II I I I I RESUMED. J°' -: I I m I I C- � � III a I 11111 (317) 776-8495 APPROX. LOCATION OF I I I ° I I Gre Ho esC�hhamiltoncount in. ov ,. � ...� u I I 9 Y Y 9 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH EXISTING SANITARY \, NOTE: N Z_! ; ! i 111 II III LOCAL GOVERNING AUTHORITIES. �O _ I I f ,F ! III III 11 I II LATERAL FROM PHASE 3 ROTATE EXISTING CURB I � I I SANITARY SEWERS: 11I III I „ ' , � C_ _ 11 I 111 ° 11 III CLAY TWNSHP REGIONAL WASTE DIST. F BUILDING PROJECT. ROUTE `` INLET CASTINGS TO ALIGN I I L.jI 1 u; I 1 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 6 SSD .,- I II 1 1 u III I ATTN: RYAN HARTMAN \,/. } UNKNOWN TO SANITARY WITH NEW CURB OR 1I CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ,s ,� ` I , 11 1 + 10701 NORTH COLLEGE AVE, STE. A '\S' MAIN REPLACE WITH A NEENAH Il III I ° I I p1 III I I �� \\ 6' �� ' `'4. __ I R-3433 CASTING OR I I+ I III Ilj I II III INDIANAPOLIS, IN 46280 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE `^ 4 \\ S 5��� _ �� .fes`` APPROVED EQUAL. I ' 'll'1 11 ° II I III (317) 844-9200 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. �, \sp A c,� APPROX. LOCATION OF ; 11 1 I; I I 1 r an.hartman@Ictrwd.or % 01 \ .�o�� EXISTING SANITARY _ I III + I I+ Y 9 STANDARDS FOR WORKER SAFETY. �� yc \\ ��= a LATERAL FROM PHASES 1 I GPSN� z 'i1 + II ° 111 WATER SERVICE: LOCATION F EXISTING UTILITIES SHOWN ARE �y 1-� & 2 BUILDING PROJECTS. I E � -- I ; � III I 1 111 I 1 III 6. THE SIZE AND LOC 0 0 E S G + + CARMEL UT1LITlES PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 9l 6 SSD + �/ 1. ROUTE UNKNOWN TO ``' III III 1 :xxx ; ' 111 11 411 I 1 II ATTN: JOHN DUFFY �� COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED ( SANITARY MAIN f "' `" i ' II I I 760 THIRD AVENUE SW 2 1 Q i III a I I 1 I 1 II PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF EXISTING BUILDING I I I I �11 U w a ; I Y 11 I I u + II CARMEL, IN 46032 SERVICES. 1 . .s"L Tf R 411.11 I �' . � '���D_ EX. FFE=858.70 ;f 1r� ' N ig ( QS ! ';,', ? ',°I '1'1'1 (317) 571-2442 „ - ,, M,�a, I-! CO I 1 I11 E II. I I jduffy®carmel.in.gov 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 & 7 -- 6_SSD----7=,- ,,-r_ j �z r Pf I Z 0+ 11 ° �'1 1111 ON SHEET C803. i 1, N11 " -' f- I . 4 I mo CD u+ 1 n i 1� I I+Ili ELECTRIC SERVICE: a' [ 1I I11 1 1 POWER & OFF ja `'' h �, �00�3 ; w +III 1 II 1111 1 III INDIANAP DAN CO. 8. A A EXISTI QED NT01 THE PROPOSED STORM SEWER ENCOUNTERED �cn ... 5794 h! �� I 11 I t 11 1 I ATTN• D SHALL ,;µ LIGHT POLE to ,11 N, 5815 - ° - - '"� 0 + 111 I u 1 + +I AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. i:,, / �, I 1000 OQ Z III i 1 11 I ++ 1 1 II IT -1 ,. f Oy .: �� li 1 ! 1 nI n 1 111 1230 WEST MORRIS STREET 1.�oG °° c 9 n } I 1 ++ ++ INDIANAPOLIS IN 46221 9• ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA �+ 1 5 I-�O } v t 11111 1 1111 1 I U \ c� ° _ °I+ 1111+ (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY \ o ° o� 1 1 2� ° :��'11, Qf C 111 111 1 1 I 11 11 317 261-5277 (NORM) STANDARDS. W G'f'O 9 \\ A .. / ,� ::,_ I / I_. I X111 1111 1+++1 'I'11 dan.davenport®aes.com j 11 1 1 11 I 1 1 OG \ � 1. : °°` �' `` � EX LIGHT POLE p 11 \\ \ ++1 GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS °\! 1 11 11 F y0� 04 yc - r 11 ! 1 I 1 1 VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE 111 1 1 "COL " W f \ Lfi / r` I ( 11 1 1 W !�y SFA \ ss 91,E I 1 11 I 111 ATTN: CHUCK SHUPPERD LEGE PARK CHURCH PREPARED FOR THE ASPEN GROUP BY \ � � U h `: 11 1 1 P.O. BOX 1700 F y \ ++ + + TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF °►-` .- '� � I- \ � J CONIC 111\ ' 11+ I\ \ \ 1\ NOBLESVILLE IN 46061-1700 ZO �, �yF UNDERGROUND \ %,. ° j CONC. WALK - - AR �LK 1 \ 11 Ii1 1 \111\ (317) 776-5535 CONSTRUCTION. M 1 I vI 1 v ELECTRIC UNE UNDERGROUND = ` _ f _ _ \ ! ++ + 1 N - \ 11,` ° I ;,. C _ � , 11 111 \ \ cshupperd®vectren.com Q TELEPHONE UNE ,_ , , � , 4 I I s -- \I I 1 n \\ 1 \ \I 11. ALL SIDEWALKS SHAD_ HAVE A MAXIMUM CROSS SLOPE OF 2.0% ' 111 \ \I \ \ 612 ,u P' I \\ \ \ CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). ... ZI 11 F I,- `j I = ,, � - ', , .. �� � :I - f i 11\I € t \ 11 \ \ \ \ BRIGHTHOUSE NETWORKS I Y _ _ i �0�� - i \\ \ \ \\ \�\ \ \ \ RKMAN . % z / i \ I I 111 1 �` ATTN JAS KI 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. '% 'F ,. - , _: \\ 3030 ROOSEVELT AVENUE $� \'` `� '`�'' 4 I + \�` 1++ INDIANAPOLIS, IN 46218 SEE ZONING ORDINANCES FOR EXACT INFORMATION. U / - , � 5996 I I 11 1 \ 1 I , \ \ F f/ r, `" , ., " I; (317) 632-9077 EXT 291 LIGHT P LE . ,• � I \ \\ \\ \ \ fif/ \ 3 �p �' �` '` ' -_ ��� 1 \I + \ asonC�➢kirkman�m n hthouse.com 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING _ ► + 1 Yb 9 LL_�# 6: \ �� / ` ., ._ + . I , \\` \ `\,\ +\\\I DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY s. ` % ,, Z� - !' i \ STREETS: SERVICE LINES. 1 \ / `SO ` `''F ► ry UNDERGROUND ,- l \I + \ a 1\ \ / cC `.t r/ 1' ; \\ + : \ u 1\ 1 HAMILTON COUNTY HIGHWAY DEPT. 1i - t ELECTRIC LINE ,.a x � �'w },.,�,. "*. � � j � \\ \ \ \ �Q + ATTN: DAVID LUCAS / `�� 611 \64 ``, }f. 1\Y \\\\ \\\ p �� \ Ss. �' ■ F{ 11700 SOUTH 10TH STREET 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE .,.,.- . " \\ I\ \ 1\ \I \ -.. �,`�, 3 \ O / A \ \ ENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB 1. ' , _ \ \\ 1\ \ NOBLESVILLE IN 46060 PAVEM �o / �?� � '� ` : f .. � 1 \ + ` \ \\ \\ \ INLETS. I ' , / - , �, = I \\ + E \\ 1 \ dalvid.lucas®ham0iltoncount .in. ov �' .. O ,i- .. . _ , Y 9 / Q.�. I \\ / :, I 11.. \Ia 1\ -, ,.. - f' G�_�" �" *'� ,. •~-_ 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM I i \\ \E \ \\ \\ \ �, O� ' I / �O �G, F ,/` , v % i \ \\ \\ \ BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR O G ..�, ``, /' DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER c /l WA A 2% AWAY FROM STRUCTURE. / 3 `O f �p O SIDEWALKS SHALL DRAIN / / �` OJ \ C t I , \ \ /� . . . I . I- ,.` , %'/ 1-1� ,/ ) \o\\ 1\II\\ i 1 �I [_ /: \ F ` / Q 1 I ; \\ \ 1\ 1\ \ / O / ,, _< ,\ \ \ `\ \\ 1 16. SOURCE OF TOPOGRAPHY INFORMATION: COLLEGE PARK Y ., 'JI / L HT POLE EX. MHT POLE ++ \ 1 \\ \\ + CHURCH TOPOGRAPHIC SURVEY PREPARED BY THE SCHNEIDER 1 1_>1/ J W i / # \\ \ + \\ +\ \ CORPORATION, NOVEMBER 19, 2009. ;; - ' / -, _ " _ (r1 �!; I \1 A V A\ VA \ k rf i t w , / Z T ? \1+ \\1 \\ �- / - / "` I `. 11 r \\ \ \ \\ \I\ 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE J `r trr / I ¢, -1 a/ 1\ + \ \\ �+ FULLY BACKFILLED WITH GRANULAR MATERIAL. LIJ / `\ \ 6'' �r70�w / I \\ \ -_= `£ n _- /._� \asp � �� - ��� \I 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE /ftft / ��„ ;'' r ! ++ \ + DURING CONSTRUCTION SHALL BE REPAIRED TO THE �3 / o Q EX31:. RE HYDRANT "I � / ` ' 1111 I SATISFACTION OF THE CITY AND THE CHURCH. / 609 ,,_.0Q \ J ¢ u I II / - - .. w_ ...__ II 1 I �. Ili ¢ 5 ! i 3 '° w / �3 TI 1C=7qTD �o z - _ _ _. '......... /�K . III I , T � , T", 1, , , I . / / r r .. �. € �1 1 1 3 - ' ,� / It Sewer / -_ O � o a ._. , / ~ r u 1 u- -;, Existing Sanitary / /� Zoe � /: ►►r +, / oW 3 �- - j - ° „ / � , Existing Storm Sewer / / EX. CONC. WALK REMAIN - WILL BE REMOVED ur ' w N C k .; ¢ `` ¢_ AND REPLACED WI PATH AS PART OF COUNTY i // / / { / Z J I /""' -- -' / _ ROUND -A -BOUT J ),f I 3 /rrr r : _ Existing Fence / PR0 o ��0I. II I /r / - �¢ a ..H. , ., / /",' // ® ® ® ® • Prop Storm Sewer Structrs 0 -- 3 w `1�¢ / -` ' I/i/ / / I / -� Proposed Storm Sewer / =j w0 > --_. __ _ .._ .. _.- _ v� / ,,, LIGHT POLE P /% ' I E, soya / p'o �0 ,' I�]L�T\ `� ----- ---- -- Existing Electric Line m.. _ - 4 to f [ s� �gspq \ o�� „'✓' ,' - - - - ------ Existing Telephone Line QuiV_ / /� •; _ --_ 3 . _ I !: , \ �Iy T �� _ TBM ORIGINATINGC___.:xxx:� F.° Existing Water Line I o r - ._ 0 SET BACK ----�- 0 \ I / / - _ - - - - - _ (FROM HAMILTON COUNTY BOARD OF __-- so3 i �, 1 �`y� SEE 0-1 & 0-2 ON I // �- - F Existing Force Main -._ W__fo -- __.....__ .,, _� " _ 1 PS �1 / / % � "���\ SHEET C804 FOR ��!/' COMMISSIONERS W. 96TH ST PLANS 1 Zn I rt-�-�'� �- --� 6' SSD _-__-_-_`�\ OUTLET DETAIL ' THE MOST N. BOLT ON FIRE HYD. S. E Underground Electric Line 40 SET BACK 1 cn I : -- -.._ - 5��-,��p ,.,.. f -,------- - Fp _--- �,1 EXLIGHT PO 1" i SIDE 96TH ST. P / o -_--__ HSE#2562t Underground Telephone Line .: ,: r 6054 _ -'� 0o - - 1 Co i =`_ _ _ _ P�� \��10' / / .,�F l \ _ ° ELEV = 862.45 (NAND 88) 9 P . . . 3 - / / _------- G C E E _ - ' �' - sot i sot 6° SSD -_- PSQNP��>j i � „p � �\ \ \ , ;�� I _________-- TBM #61 il� Gas Servi a Line - LL _� ___--__ - - �o F " / __ , _ - _ _ - - - - - - - _ w Water Fire & Service Line s I 1:1r Q� / - "i FROM HAMILTON COUNTY BOARD 0 __ - - - - - 1- - - - I - r • Ie _ - - _ - _ _ _ _ _ _ - " ���� _� . COMMISSIONERS W. 96TH ST PLANS) J -- xis--�• - --- ---------------------� - /' _ _ _ _ ( /- • m s y, Pj..Y i .I_ EL �, irti EX. SIGN - 1_ --------==-----ull w an _ r r _ # � I , r = MINE SPIKE W/ WASHER IN PWP Fire Hydrant EX. CONC. WALK (TO REMAIN) _ (TO BE�EL�ATED) / `• W - j �, !� 160-B ON S. SIDE 96TH ST & E. U = / h - --- ,,�------------- Subsurface Drain SSD / - '-I - : - _ _ - l =- OF DRIVE TO WATERBURY APTS. �. - -ELECTRIC - -� - - - - -K i _ / / - - - - - - - - __ ---- �._.. __-_��. _.- i _ _- //r' �' ELEV = 859.62 AVD 8 -.. _. - _ __ - _ - _ _ ( ) x x x or Building Fencing _11-._ _-_..-__-.- �_. _ �G .._..._ . -- ....._�..-.. _...-. . : 3c - _ /,/ .-...y....-.._.., .. _.- .. - ...�__-".e...... / lr Decorative ive u ng en n xr - IF --a __ _ _ _ _ _ - - TBM o0o Storm Structure Number - - - ATN TO BE INSTALLED AS II - - _ - ASPHALT PATH '' " j : � :, , . _:'-,, �-x9__... _:_�- / i / ;' RR SPIKE FOUND ON THE SOUTH SIDE - - T PROJECT _ r :,: , = y.9.,�, ,r.... - - - ROUND A BOLI ) ,M _ - I: �. / , a PART OF COUNTY ___ . :m . ,.wm- :: x, x, - - - .:. I.: - - - - I /// / _ _ _ ._ -max. Ax , , _ _ _ _ _ - - _ - _ , r� _ ►l r.:: r � > #6 161-A, t50 SOUTH OF _� , E ; - - - - _ _ - - y wR t THEP 0 THEAST CORNER OF A 3 _.. I ,In .x - m _-_-._ _ N -r. v - - - - _ _ _ _ _ _ _ - - - _ _ _ L._ �m� i �` /lGRAVEL PARKING LOT x, _ - ------ __ __---- ___ __ -- - -- � .__ _ a _..._.___, ..__r___ -_--'--_-- r _ .87 (NAVD88) Ili �- _ _ - - _ _ .. _m- __. _... _ _. . _....._ _. .._....._.-_ r .£ I _==--- _ELEV 861 - _ ..._ . _ _ -__ vT RIGHT TURN ONLY -� � � - �- - - - TBM #2 SIGN R6 -1R _ 1 1 I 1 11 I NORTH RIM OF SANITARY MANHOLE I I ----- - / --. - _ __ _ _ __ -_ _- __ _ -_ _ - I I I .._. -- r - - - - _ - - _ F PWP -161-A -. f4 WEST 0 a - - _ 0 _mm- -- - -_- _t - - _=_--- - - _ - ..LLLL '� �f �� LL _ ELEV - 861.13 AVD8 -- --------_---- g` __._ _ _ F _.._. _ - LLL --- ---- -- -------==---=_=----- --- -- __ _ -- __---__m - __.1.1... - T__ - __ _._- -- - --- .:_: . .. ' - - ,� ..x41: ....€ ....�°.:, �..,, -- .. iC F 7 _:: --- --- 416:41 3 � .. _ r � ,� .... ... .m,�x::x:x ,x,n�.yLL.,uxxx- ,�:x :� � .. W 5- '4 W aM U 0 zI.- < = W W U MU, �W N ~aW v U 6 oU 0 0 &ice z,_ opo U54 WO O W- __: ,A \\\\\\\\\\\��\\\\�puumsu �iii� 'a Na. • �' M. 890.258 ,,rk=_ i STATE OF �j�i�f� %� .- . ANP• ,\?- °"'' %0,8 A1`�����\0 �� 2 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.82 6.7100 Fax: 31 7.826.7300 www. schneidercorp. com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �ri V1 z 6 � Y 7.004 r' T 1 C_/ O 1�� z SHEET TITLE: cc � ��yy DRAWING FILES: T.\4k\4477\004\dwgs\C109-Cl12.dwg C>A XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg XREF: T.\4k\4477\004\dwgs\ROUND-ABOUT.dwg I� XREF: F:\TSC C3D\BIocks\Sed-das.dwg O C, SHEET NO.: z OZ O E-1 G� .-:f � w x o� 04 �¢ r.J w Z W M W E- 94� F - z A A P34 Q d R� II. -4 E-4 E w x � U � (D � E' EO w U ^I I --- x E, O M ,� `o va DATE: PROJECT Y 7.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: UTIIdTY PLAN DRAWING FILES: T.\4k\4477\004\dwgs\C109-Cl12.dwg XREF: T:\4k\4477\004\dwgs\Titlel.dwg XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg XREF: T.\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF: T.\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC C3D\BIocks\Sed-das.dwg XREF: F:\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: n (a 1_. R., /