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HomeMy WebLinkAbout06010010.12/ p Village of WestClay EXISTING SECTION _ 10009 EXIS LING / tV _ o NORMAL POOL =884.0 rn 100 YEAR ELEV.= 887.03 TOP OF BANK = 889.00 I fV o / ° n I 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 i Village of WestClay EXISTING SECTION 10009 EXISTING NORMAL POOL= 885.00 100 YEAR ELEV. = 887.11 BOTTOM ELEV. = 879.00 TOP OF BANK ELEV. = 889.10 STORM SEWER 875 1 -1- PtwUIRE,- Ln CD V 00 a- oo w 00 > Cn z :2E N c� 00 N LLJ L'i J -Z J � C:� —900 a- co 00 00 I C, Z 1 z �p � � cso U n Q0 Of U-) Z z - - M m U r U-) OOd� 00 X00000 d - U N 00 of Z � �t t7' � t �Cd� J �� U 00 CO N 00 N 00 00 Z CD ^ W Z co Cd ~ co :2f: m N Z �(7 O � N �oOZ O 00 ~ O 00 H-- 895 U _ 00 - - -U n o0 Z C:) 00 Z CD - U 00 Of Lj » I� r7 00 00 of 0 Cn 895 Z CD N of ZO E— W Ln � 00�» � _ — � -- D CD Q O /�i — - -- -- —_. ---- --- -- - - Z� W co --------------------- ZCD W i -- -- — <7)� �00 4 00 J, — NORMAL POOL i — -- --__ C-0 � 890 - -- -- ,, 84' 0.20% — 18 "RCP 28' _ - -- - -- - - C/") z 12 "RCP — - - - amp 885 NORMAL POOL 2 ELEV = 884.00 18 "RCP 43' 63' 207' 0.17% 12 "RCP 270' 0.17% _— 0.17% 117% 18 "RCP 8 "RCP 880 _— 8" WATERMAIN - - - - - Ia�,'N 1 .8" �. E-ARATION 875 1 -1- PtwUIRE,- Ln CD 00 a- oo w 00 > z 900 00 N U �p > t\ a- co 00 00 I C, Z 1 N t � NORMAL POOL FI F- \/ —RAF. nn Bp, COMMONS a"" EXISTING NORMAL POOL =884.0 100 YEAR ELEV.= 887.03 TOP OF BANK = 889.00 1. TEMPORARY TRAFFIC CONTROL DUPING CONSTIRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I� 2. ALL CONSTRUCTION ACTIVITY ON 1HIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.`.,.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 2 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 OF HE HE SUBGRADTE) P JURISDICTION S 1 -0 ".IF THE STANDARD OVER THE \ \ \ INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE 628 \\ \ \ \ MORE STRINGENT REQUIREMENT SHALL GOVERN. ` Sheet Number Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) , C803 5 Straight Curb Inlet Detail _ C803 3 Beehive Inlet Detail C803 2 Storm Manhole Detail C803 8 Precast Concrete En,!_� C8D3 9 1 RipRop Detail End 209 / I HOL�V !�CJLE ' SA P ° 210 . DON \ DIG i BLIND" i FUTURE 0 0 e of WestClay �-� - \� Villa g y — SECTION 15002 zz o\ "IT'S THE LAW" \ CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1"-50 e� B TE HORZ.: 1"==50' STORM SEWER PROFILE , - -- SCALE: » ������� VERT.: 1 =5 Existing Grade New Grade Granular Backfill f I I� �I li i I I I i i i z 0 !�J - J I i %t1i1v .1 ,, r. N, 1 =N;ltiii!tSlli {ii;�eJ 1 I � b� F Q.7 THIS DRAWiN AND INE IDEAS. D =_uw` CONCEPTS CONTAINED HEREIN ARE 1Ht -Y,- -' INTELLECTUAL PROPERTY OF THE S:; NLI[ E', CORPORATION, AND ARE NOT TO BE .')SEC + REPRODUCED, IN WHOLE OR IN PART, WIT;. THE WRITTEN CONSENT OF THE KHNDPF CORPORATION. i © COPYRIGHTED BY THE SCHNEIDE;' C09!- f4lbi i i Schneider i I THE SC,HNiEIDER 12821 E. Ne',A,' Suite 3C Fax: — i p C'0" , I I i l.: i� ✓I rt-i^ need r';a Enviror.mpnlal Er ',finer, Landfir_' <,- _ A. .'� ;-�C•�T� '� Tra ri sp, F. n: i iI �V V-a-� O I� 0 ' 2. ~ter DRAWN BY: - - -- '•ECKt:` VL - -- �} rr I C _— - - - - -- SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1501 \DWGS \C601.DWG XREF: 15018S.DWG XREF: 1502BS.DWG I XREF: 15003BS.DWG XREF: 1009BS.DWG SHEET NO.: w J CD CD w F 900 ME 00 00 Z 1 N Q0 Of U-) Z z - m O X00000 d - U N 00 of Z �Cd� J �� U 00 00 �'0 z O 1= ^ W Z co Cd ~ co :2f: m N Z �(7 O � N �oOZ 00 �- 895 U _ 00 - - -U n o0 00 CD - -- -- - - (w 00 Of Lj » I� r7 00 00 of 0 0600 ��z0 N Z ZO W Ln � 00�» 00 z N�— LZ — — -- 890 of,- - z - - - -- --------------------- — — — V) NORMAL POOL i 885 ELEV = 884.00 84' 0.20% 18 "RCP 176' 0.20% 18 "RCP 28' 0.30% 12 "RCP — - - - amp TE HORZ.: 1"==50' STORM SEWER PROFILE , - -- SCALE: » ������� VERT.: 1 =5 Existing Grade New Grade Granular Backfill f I I� �I li i I I I i i i z 0 !�J - J I i %t1i1v .1 ,, r. N, 1 =N;ltiii!tSlli {ii;�eJ 1 I � b� F Q.7 THIS DRAWiN AND INE IDEAS. D =_uw` CONCEPTS CONTAINED HEREIN ARE 1Ht -Y,- -' INTELLECTUAL PROPERTY OF THE S:; NLI[ E', CORPORATION, AND ARE NOT TO BE .')SEC + REPRODUCED, IN WHOLE OR IN PART, WIT;. THE WRITTEN CONSENT OF THE KHNDPF CORPORATION. i © COPYRIGHTED BY THE SCHNEIDE;' C09!- f4lbi i i Schneider i I THE SC,HNiEIDER 12821 E. Ne',A,' Suite 3C Fax: — i p C'0" , I I i l.: i� ✓I rt-i^ need r';a Enviror.mpnlal Er ',finer, Landfir_' <,- _ A. .'� ;-�C•�T� '� Tra ri sp, F. n: i iI �V V-a-� O I� 0 ' 2. ~ter DRAWN BY: - - -- '•ECKt:` VL - -- �} rr I C _— - - - - -- SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1501 \DWGS \C601.DWG XREF: 15018S.DWG XREF: 1502BS.DWG I XREF: 15003BS.DWG XREF: 1009BS.DWG SHEET NO.: