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HomeMy WebLinkAbout71-01 SP Intersection Details and Entrance PlanU U n u) N cU 0 r) O O N Lf ) O 00 O +s r� C> ip c� r> N z DUMBARTON STREET ILIEKiCaIEU--t,� CO --- --- - Existing Storm Sewer -t- New Storm Sewer + o I ° - - - - - - DUMBARTON STREET Existing Sanitary Sewer o STA t 7 +92.71 - - o ► New Sanitary Sewer ®TC 14.00' LT I 9 UT �- � - Existing Contour � 118 2 8' 50' �W x DESC Existing Elevation / F F 86 I 8' w/ description BR STA 17 +67.10 2 ® U 000.00 New Pavement Grade 14.00 RT ®TC � a T 140 w o All Other Finish Grades litiFJ � �� S) 00 - Flow Arrow TC n N 4 GUT Cl z r+ 00 BR STA 11 +53.31 1 000 HOLEY MOLEY SAYS W / o jC 14.00 LT \ 00 80 � 894. T 00 "DON'T BR STA 31 +06.91 / /'�`' T � BR STA 16 +90.69 ?5� DIG .00 T i TC � °-yy "J � BR STA 1 +38.59 R ; / 50.28 RT �, TC �TC 14.00 RT BLIND ``` Y\ sf '' 16 +g4. oar o•wJGUT nyl? dJGUT W ```\\ `�\olnummupp TO''',. 85 - .� 1 -" v 9500028 4, j:L STATE OF ° TC �,�� \ 99. T 9 .1 T 49 R fW � � -�' �� �� SS7ONAL w�, w �--- o N f" 894.31 - "IT'S » �4Ojrmrm►nnuuna�a��a���\ U-j ,p d- 78R \ _ 2+00 894.13 Tc _ - - - _ _ - - - ` _ ITS THE LAW � HP g .99 GO CALL 2 WORKING DAYS BEFORE YOU DIG f--- _ 4� 5R 31 +00 31 +73.65 6 + F >< !-f' g4. a5 o 1- 800 - 382 -5544 +600 32 +51. CALL TOLL FREE DATE: COX Z TC T LA - PER INDIANA STATE LAW IS -69 -1991. THIS DRAWING AND n+EleE �E VAND 90 900.77 900.24 �° uT 899.80 rrro, 0 �-% _ ¢ IT IS AGAINST THE LAW TO EXCAVATE CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER i UT = N WITHOUT NOTIFYING THE UNDERGROUND CORPORATION, AND ARE NOT TO BE USED OR TC p 7(% LOCATION SERVICE TWO (2) WORKING REPRODUCED, IN WHOLE OR IN PART, WITHOUT UT O l/� - Z a DAYS BEFORE COMMENCING WORK. THE WRITTEN CONSENT OF THE SCHNEIDER � J ,,T.� TC 3tK ItJJ.41 50 /w CORPORATION. / 897.05 UT �- jC 14.00 LT ' ©COPYRIGHTED BY THE SCHNEIDER CORP. (2001) 893.6 GUT BR STA 10+ 5131 -\ ®jC 14.0 T BI STA 31 +04.32 \ \\� T ag8.87 s9 .7 GUT I TC .00 RTC' 'GUT 9 .51 GUT \� i \ CO LO /p , BR STA 15 +70.50 8 4 ' o cv �� / 49.96 RT TC Schneider 143 + 897.5 GUT ASSUMED NORTH ° tc » ' THE SCHNEIDER CORPORATION \ LO SCALE: 1 =30 DUMBARTON STREET 12821 E. New Market Street BR STA 14 +83.07 \ 89iP (R Suite 1, I ®TC 14.00 LT \ / /�YJ DUMBARTON STREET Carmel, IN 317.5 W GUT Telephone: 317.569.8112 8c HALIFAX STREET Fax: chneidercorP BR STA 14 +93.70 www.schneidercorp.com I � 14.00' RT TC I 8 7. cur SCALE: 1"=30' Architecture Civil I 50' /W Environmental Engineering I I Geotechnical Services I 28 , GIS;* LIS I DUMBARTON STREET Home Builder Services I I I F F $ I ( I Interior Design + N I Land Surveying DUMBARTON STREET I � � $ Landscape Architecture DUMBARTON STREET I I Transportation Engineering I 50' /W I & FAIRMOUINT STREET _ 28' SCALE: 1"=30' I _ BR STA 2 +42.41 c $ I Tc 0.00' LT 92.3 T �� BR ST RT 89184TCT I BR -1 STA: 1 +57.77 0.00' RT Tc 892.31 GUT I 9 .90 GUT I I BR STA 2 +42.65 TC $ BR -2 STA: 1 +57.77 15.00' RT �TC I 5.96' R 892.31 T I 893.02 GUT 1 TC -1 STA: 1 +50.27 7.50' RT TC $ I I BR STA 1 +86.90 ®�jC GUT 7 3 12, 15.00 RT ®o GUT I I 14' BR STA 1 +87.89 TC I 9.04 27.00 RT T BR STA 1 +63.47 I N I I TC 14.00 LT I BR OSOTA 1 +65.18 TCT I T 3' R/ BR STA 1 +25.18 I I BR STA 1 +23.96 15' TCT ME I I ME TC 47.76 LT / - - -T ��� -------- - - - - -J M ___�_ ow 0" coo coo 62' 9' PATH 75' TAPER 17.8' 80' TAPER 9' PATH cv Ki ME C 15'f EX. PVMT + o°o T TC E TC ME j Gl1T TC + cr T E EXISTING rPAAVVEM /E /NT G-+ ue,, .:..�...i.,.aR- ,we...n._.u^�.! EXISTING � f1 T _._. - - - __ C.... _..._ _. .._ _.._...--- _.. _....._ .... _ ...- ....... _._..._-_-- . . _....__.___..._.__ _..-- - _..__.___ _ .. . HORSFERRY ROAD DUMBARTON STREET & W131st STREET SCALE: 1"=30' DATA: PROJECT NO.: 6/30/03 1238.9006 DRAjMJ BY: CHECKED BY: CWD SHEET TITLE: INTERSECTION DETAILS ' AND ENTRANCE PLAN DRAWING FILES: N: \1238 \9006 \DWGS \C301.DWG XREF: 9006BS.DWG O U SHEET NO.: � V 1 rte'+ �o 1� DATA: PROJECT NO.: 6/30/03 1238.9006 DRAjMJ BY: CHECKED BY: CWD SHEET TITLE: INTERSECTION DETAILS ' AND ENTRANCE PLAN DRAWING FILES: N: \1238 \9006 \DWGS \C301.DWG XREF: 9006BS.DWG XREF: 1009BS.DWG SHEET NO.: