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HomeMy WebLinkAbout05030006.32HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" II I ,I I' I II „ I I MI I I I o �IVVU CALL 2 WORKING Y EFORE YOU DIG -- —_ - - -_� 4"1, W U-11 I l l i i � l I I N 1 -800— —5544 / �— — — — Will I I I I II I l� CALL I I l I l I + II ( I PER INDIANA ST W IS -69 -1991. IT IS AGAINST L TO EXCAVATE WITHOUT NOTIFY H UNDERGROUND w POND 8 LOCATION SERVI T (2) WORKING CO -- —— ��y� --- - -� - -- �-- ---�— i _—� I _ DAYSBEFOREC N�INGWORK. 0000� _----- -- - - —— X11-------=—= 1- - -J- v o NORMAL POOL -895.2 II �� oo / // _ —� - -�— — L - -� - -- I —_ —_-� _— I TOP OF BANK =901.2 ---� I 100 YEAR -899.2 ° - - - - low co C:) �jl II III I ll z C:) / l 11 it Il / l� / // -- - - - -- -I� I - - -- -� l / 1/-- - - - - -- / /// - -- -- —I�4 -I III I I� /-T / /� /// / /// // Village f estClay I I FUTURE ION 6002 I I I I --- - - - --� I i co —T Il � 625 635 l I I o 623 LI I 16 2 L.� 630 l 629 l 1L 633 -- 631 / � -- -- FFEI 634 _— - -- ------- - - - - -� � �-- - - - - -- _�- � — -- - - - - -� L — �-��I �-- - - - - --/ 622 I 126th- STREET STORM SEWER PLAN 920 \� 4 o ��i Sheet NDetoll Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail C803 4 � w C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section Q � W J Z ^ �W J d co 01 LO 00 co 915 a Q Z W f�d0 Z NN C7) -J_ COO = N CO F-- U �C) Q�ZO - 00 W m N c � co F- Z Z U>> a) Z O Z U) 1- O N r Ct � W Cn Uj 0 rr-� 00 t.C) L N 0') 6-) 00 r) r-5 00 F— tY _ Q N N �o Z N M � � rM Q) (7) 00 U t` J �t c - CCj 00 d Ln M CO 0 � af C3 >> Q M co co Z i� Z -� 910 ^ C.0 ozo V') �o� m -- Z Cn �U» U» (/')1 -ZZ NInPKAAI P(lnl CO c:) O � U .� '- co co NCO U CD co O N N I--- Z Z rn Z O O cD 6 00 H (.0 _ 6� cD M a0 oo °o � L-J CD °= c> ; N�ZZ =ft 'D 6� —O � �UZCD W� N U Z Z N �- Z Z `� � -- 905 �D� - - - - -, ---- - - -___ -_... - - .... .... .. ... - __ O _ — _ —_ U-)Z 900 - - - - -- NORMAL POOL ELEV= 898.20 90' 0.30% 24 "RCP 118' 0.30% 24 "RCP 29' 172' 0.30% 24 "RCP 177' "RCP 895 0.30% 0.30% 24 29' 177' 0.30% 24 "RCP _ — 24nRCP 0.30% 24 "RCP 890 C�l 17� 0 U co >co m I �Z 885 880 - - -- - -- --- - ---- - - -... - - - - -. . STOR M SEWER PROFILE W \� 4 o ��i Sheet NDetoll Description C803 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 Q RipRap Detail @ End >ection co co 01 LO W z^ 'co Q � W o W � W 0 Z N N W Q co co 01 00 co � a NNi 1.- f�d0 M� COO = N CO F-- U �C) Q�ZO O�ZO 00 x N c � co F- Z Z U>> a) Z O Z U) 1- O N Ct � W Cn Uj Cn N �o Z N W L6 CCj 00 N 00 co Z Nz NInPKAAI P(lnl 125' 0.30% 24 "RCP U 29' L i 57' 0.30% 0.30% 24 "RCP 24 "RCP ,c 1:: A 1\II 1 WMA I 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 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE 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. �l ✓JL V \L/ TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1 "=50 ) 920 915 910 905 900 895 TJ �JL J L.1J Existing Grade New Grade Granular Backfill MER6161 SCALE:— 1 „' =50' SC VERT.: 1 =5 z 0 V) W v t W n u I III////// pON T. a No. 10000075 � ` STATE OF a :O'er /ND WA. IIIIIIIIIIII►111 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I XREF: 6002- BS.DWG I 'co o O co a � O x � � U Ct W I XREF: 6002- BS.DWG I