Loading...
HomeMy WebLinkAbout06010010.13905 900 895 890 880 880 875 870 865 STORM STORM SEWER SEWER PLAN \ \ Y W New Grade I IE14C � Cn C803 CONFORM TO APPLICABLE LOCAI- AND STATE STANDARDS. J N __j N N M N d M � O7 O N O N U N r 00 Precast Concrete End Section — CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT �-1-� 9 r7�I— UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. r)r- 00� co 00 ZD CO 4• CONTRACTORS SHALL MINIMIZE vA.M'AGF TO EXISTiNS T =EE I 000 5. FOR INSTALLATION OF STORM MAItiS, w_n Tru hf ?allv?. SAiJIT�RI opZO � 3 c » UNDER CITY STREETS, PEGARDLE_,S OF -Hr -H Cn UTILITY, THE MINIMUM .'OVER FPGM T P ., r- ';; i,,STgI_ PAVEMENT \ \ Y Existing Grade New Grade I IE14C 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Bedding Detail — Ren`c „c: = -; Straight Curb Inlet [ieta_i1 _ Beehive Inlet Detail C803 CONFORM TO APPLICABLE LOCAI- AND STATE STANDARDS. Geotechnical Services i 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN GIS * LIS TBM #44 COMPLIANCE WITH APPLICABLE ().S.H.A. STANDARDS FOR WORKER 2 Storm Manhole Detail SAFETY. �--- USGS BENCHMARK 8 Precast Concrete End Section — CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 1'0 FIELD VERi�­Y ALL 9 RipRap Detail @ End Section UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE, 4• CONTRACTORS SHALL MINIMIZE vA.M'AGF TO EXISTiNS T =EE I ELEVATION — 893.39 5. FOR INSTALLATION OF STORM MAItiS, w_n Tru hf ?allv?. SAiJIT�RI MAINS, WATER SERVICE LATERALS, SnN:T:,.1'::SER ATTRAL� I UNDER CITY STREETS, PEGARDLE_,S OF -Hr -H it UTILITY, THE MINIMUM .'OVER FPGM T P ., r- ';; i,,STgI_ PAVEMENT TO THE 10r OF THE I'd';;:_,_,.` FIFE- I7 PAVEMENT SECTION 3$I MATERIAL ABOVE THE PRACTICE OF TH L;T INSTALLA 1ON HAS .A VOTE 'DTR'ilf,�,,r �' . MORE STRINGENT REOUIREMEPIT 88'.) ` Sheet Nub Description s \ \ Y Existing Grade New Grade C803 C803 1 5 Bedding Detail — Ren`c „c: = -; Straight Curb Inlet [ieta_i1 _ Beehive Inlet Detail C803 3 Geotechnical Services i , GIS * LIS S C803 2 Storm Manhole Detail j �--- C803 8 Precast Concrete End Section — C803 9 RipRap Detail @ End Section CD I E— �— UTURE Village of WestClay 1 SECTION 15002 J J Q L.� ~ J � J O Q < CD d LLJ w �w J Z Z W Z_ Z N CO = WP”) N 00 N N - m O N 00 Nn 00F_ 00 �co z Cn z Cn ______ 28 235' TEMPORARY OUTFALL 0.46% 0.45% 12 "RCP 2 "RCP 100' 0.29% 18 "RCP 4 10' STUB @ 0.70% PROFILE >I N (D 00 z z� G) 2 w w M I '7, co �00 z 1 Existing Grade New Grade Granular Backfill HOLEY MOLEY SAYS DON'T DIG BLIND" ITS, T IE L-AW CALL L ;lli ,aiNv I_, r i- 1,v,.; PLR :N )ii kTHO LOCATION DAY`. EE.i )PE i I SCALE: 1 )) =50' I, 1E 7 �IIIIIIf-N / /!!;!!i! I \QO i i I , No. j 0000075 STATE OF /NDIANP S10NAILt1��\\\\\`��,, I DATE: 12/30/05 THIS DRAWING AND THE IDEAS, DESIGNS CONCEPTS CONTAINED HEREIN ARE THE EV. _ INTELLECTUAL PROPERTY OF THE SC�P;Ed' CORPORATION, AND ARE NOT TO BE USE, REPRODUCED, IN WHOLE OR IN PART, 'WI' THE WRITTEN CONSENT OF THE SCHNE!L, CORPORATION. `D COPYRIGI -T B�' -THE Sc�, -E!DFR r: I I Carmel Telephone: 31 7.5;0,81 12 Fax: 317.826.6410 www.schneidercorp.com i Architecture 905 I RI I l I I I I i I i i �� 8 � Geotechnical Services i , GIS * LIS k' �I I i Interior Design j Land Surveying — - Landscape Architecture Transportation Engineering 1E 7 �IIIIIIf-N / /!!;!!i! I \QO i i I , No. j 0000075 STATE OF /NDIANP S10NAILt1��\\\\\`��,, I DATE: 12/30/05 THIS DRAWING AND THE IDEAS, DESIGNS CONCEPTS CONTAINED HEREIN ARE THE EV. _ INTELLECTUAL PROPERTY OF THE SC�P;Ed' CORPORATION, AND ARE NOT TO BE USE, REPRODUCED, IN WHOLE OR IN PART, 'WI' THE WRITTEN CONSENT OF THE SCHNE!L, CORPORATION. `D COPYRIGI -T B�' -THE Sc�, -E!DFR r: I I Carmel Telephone: 31 7.5;0,81 12 Fax: 317.826.6410 www.schneidercorp.com i Architecture 905 I Civil Engineering Environmental Engineering �� 8 � Geotechnical Services , GIS * LIS Home Builder Services 900 Interior Design j Land Surveying — - Landscape Architecture Transportation Engineering 895 I I i !I �� 8 � , I i CD I E— it 3$I 88'.) 875 -� i I 870 I I 865 DATE: 12/30/05 PROJECT 1233-- NO.: ,` BRA' - -_ - HORZ.: 1 -- SCALE: VERT.: 1 i� NN BY: CHECKED PY: _ DCC SHEET TITLE: I 1'1'0FM I E WT-R ,r 71 rGPA'WING -1:LFS -- '. I I 1 I � I I a