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HomeMy WebLinkAbout05030006.381. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. — - - 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 7 acme of West�t y ICI ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. FUT 'ICTION AME TY AREA I I ICI 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. CLUB H SE I I TER MAINS SANITARY _ 3 5. FOR INSTALLATION OF STORM MAINS, WA MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE ED PIPE SHALL INSTALLED THE -- — — I PAVEMENT TO THE TOP OF J 0 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE 3) TC= 907.80 Aft MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD `� ~ \ PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. _ 725 STREET _ 724 - 734 3 726 HOLEY MOLEY SAYS ; "DON'T - ___ - - - -- DIG -- w 727 BLOCK »B" o BLOCK "C" BLIND _ w � ALLEY (PRIVATE BIT'S THE LAWS l -- - - - - -- CALL 2 WORKING DAYS BEFORE YOU DIG �/ 1-800—AL 382E 5544 I __ TOLL FRE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE I Q WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 76 O W �— CONGRESS STREET 729 _ \ = c � C u 920 L Sheet O U � W 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 O L Straight Curb Inlet Detail Cn z LL C Beehive Inlet Detail W 4 J Z Lo in 2 J_ z Z — LIB Lin - m �� 9 m tY m N r 1\ O � U M r 915 CD O O O cD 00 O° °� ° °° ��D z �QO CD � cc O 1— O 0-4 0j U O O � 0000O BCD ago rn —O U> > Lin 0') O O C»> Cn ~ Z Z �v» �0 �U> of z (nF—ZZ W 910 — ...... — — — — 905 29' 55' 174' 0.50% 0.50% 0.50% 900 15 "RCP 15 "RCP 18" MIN SEPARATION 8" WATERMAIN 895 890 885 880 15 "RCP Z F L Sheet O U � 8803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 O L Straight Curb Inlet Detail C803 LL C W J = Cn Z Z TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 FOR CONTINUATION SEE SHEET C610 0 rn� Wendy M. Fortune 2555 131 st Street POND 605 615 I / Iw L� Mark G & Rebecca A. Herbison 10 0 2621 131st Street j 1 f I sa4 _ / - 900 903 902 — �� 904.3 Wendy M. Fortune 2555 131st Street rY� k� r\ __ � (a F — 4, o �„i Sheet toil NDe Description 8803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail C803 4 Paved Area Inlet C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRap Detail @ End Section Ln CD O �ZZO Z i CD O O O STORM SEWER PLAN 174' 0.50% 15 "RCP 0 18" MIN SEPARATION L4, 8" WATERMAIN 17 0.50% 0.50% 24 "RCP 15 °RCP N d' > 00 � I 00 z 35' STUB OF 36" RCP @ 0.20% W z cn J Z _ _ W W f)�j M 0� 00 O 600 cD CD Mzo cnF—zz SCALE: 1))-50) F- (n Ln Ln I New Grade �:: Fyn V) Ln z D�N w Z (n Z F— J Ln d d W CV MZNM - W Ln Ln C° M U 0X7 N O of =D z _ CN Ln CD O �ZZO Z i CD O O O cD 00 N r d ��D z a z � cc O 1— O CD Z Z U O O � 0000O O Z CD U> > Lin 0') O O C»> Cn ~ Z Z rC6 O T �0 w z W — ...... — — — — 174' 0.50% 15 "RCP 0 18" MIN SEPARATION L4, 8" WATERMAIN 17 0.50% 0.50% 24 "RCP 15 °RCP N d' > 00 � I 00 z 35' STUB OF 36" RCP @ 0.20% W z cn J Z _ _ W W f)�j M 0� 00 O 600 cD CD Mzo cnF—zz SCALE: 1))-50) F- (n Existing Grade New Grade W Z- 1 w Z � N W CV � > lei W Z CD M U N 0000 00 f)d00 �� O 00-01 O O �ZZO Ln U » > W cc Cn F-Z Z Z 1+1 O d ��D z a z 0 CD nck�� F_ Nz 920_ 915 910 905__ z 900 a' NORMAL POOL Q � ------------- U ELEV= 898.50 Z z LW 33' O = 27 "RCP 0.50% 895 — U Cn 0.30% _ 400' 12' RCP with CO LLLJ 10" PVC Lll Cn REDUCER 3 890 6803 STORM SEWER PROFILE TI i(aaTq_fp) Existing Grade New Grade Granular Backfill Z O W No z U \STER No. _ 10000075 STATE /NDIANP ass /ONAt \ DATE: 3/1/05 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. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering HORZ.: 1 " =50' SCALE. VERT.: 1"=5' C) � o 1+1 O d z a z CD l x Q) U �0 w z W HORZ.: 1 " =50' SCALE. VERT.: 1"=5'