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HomeMy WebLinkAbout05030006.33N C\I I Ln (7 O C\ 00 CD-) 0--) III 00oz� I I I 0 o Q Elf II III I i Village I o stClay — - - - - - -- 0 0- m Ir — — — — — — — frtJ TURf1 -5Q0 fi 0 -QL.i� ► I I C) CD I III CD CD o III I I II z i- ► I I BUCKLAND — — — GWINNETT — — — — _ STREET --- J — — STREET — — — — L — 0 J N � J O (N O O O O O 00\ 0 920 STORM SEWER PLAN P co 1° ZO^ - ZO z O_ �O» > tYC.j» W I� Cnr-ZZ Z N�ZZ 905 N ___ - -- W N (� - O O - - � co ' 900 ------ - - - - -- 0 10' STUB OF 12' \ RCP 0 0.80% 18" MIN SEPARATION NORMAL POOL 94' 0.30% 24 RCP 74 895 0.32% 27 "RCP 0.30% ELEV= 889.20 306' 113' 0.36% 27 "RCP 126' 0.33% 27 "RCP 24"RCP 32' 8" WATERMAIN 0.42% 27 "RCP 890 885 880 57' 117' 0.55% 18 "RCP 0.39% 21 "RCP STORM SEWER PROFILE F— C/-) HOLEY MOLEY SAYS "DON'T DIG BLIND DIn 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. Village of WestClay FUTURE AMENITY AREA SECTION 6003 CJ Qo 3: Cn O n z � W N > — _� 0') W � IOC) � W 00 W Cn 00 a0 m 0 � 6)00 r—�">00001- mO coO Z o Z Z O af CD> Cn i-- 41' 0.60% 15 "RCP Existing Grade New Grade Granular Backfill r� 9 o Sheet Number Description C803 W w w C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail F- z z cn z z nn C803 91 � Storm Manhole Detail C803 �� J Precast Concrete End Section LLJ J zar� - RipRop Detail @ End Section JzN z z�v z w c W W W � �� Z = = = z � � m C -:I- M z cc W C/-) CD J F-- Z Z > >_ �.i U �� 0 Z O Op Z z z J Z Z Cn W N N N = M M W C C0 0 00 M 00 W W M M O W N N 0 00 F- � �: co I-- S �� W L Ln 0 0 r� 6) Co LCD O O (T 00 Q Q� Z ( (.T z O m ( (T O r r7M m m � �m r-, N N-5 f� 0 00 0 U>> � U U > > DD N 000 910 �"� - a O O0 (fl y Z Z O O Z - - Z Z ' ' Z Z N N �- -_.- O -� � r N N 00 M F- : O r :Z1 r- - CjH-ZZ t tYLj> ZO z O_ �O» > tYC.j» W I� Cnr-ZZ Z N�ZZ 905 N ___ - -- W N (� - O O - - � co ' 900 ------ - - - - -- 0 10' STUB OF 12' \ RCP 0 0.80% 18" MIN SEPARATION NORMAL POOL 94' 0.30% 24 RCP 74 895 0.32% 27 "RCP 0.30% ELEV= 889.20 306' 113' 0.36% 27 "RCP 126' 0.33% 27 "RCP 24"RCP 32' 8" WATERMAIN 0.42% 27 "RCP 890 885 880 57' 117' 0.55% 18 "RCP 0.39% 21 "RCP STORM SEWER PROFILE F— C/-) HOLEY MOLEY SAYS "DON'T DIG BLIND DIn 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. Village of WestClay FUTURE AMENITY AREA SECTION 6003 CJ Qo 3: Cn O n z � W N > — _� 0') W � IOC) � W 00 W Cn 00 a0 m 0 � 6)00 r—�">00001- mO coO Z o Z Z O af CD> Cn i-- 41' 0.60% 15 "RCP Existing Grade New Grade Granular Backfill r� 9 o Sheet Number 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 C803 9 RipRop Detail @ End Section r� NORMAL POOL 94' 0.30% 24 RCP 74 895 0.32% 27 "RCP 0.30% ELEV= 889.20 306' 113' 0.36% 27 "RCP 126' 0.33% 27 "RCP 24"RCP 32' 8" WATERMAIN 0.42% 27 "RCP 890 885 880 57' 117' 0.55% 18 "RCP 0.39% 21 "RCP STORM SEWER PROFILE F— C/-) HOLEY MOLEY SAYS "DON'T DIG BLIND DIn 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. Village of WestClay FUTURE AMENITY AREA SECTION 6003 CJ Qo 3: Cn O n z � W N > — _� 0') W � IOC) � W 00 W Cn 00 a0 m 0 � 6)00 r—�">00001- mO coO Z o Z Z O af CD> Cn i-- 41' 0.60% 15 "RCP Existing Grade New Grade Granular Backfill r� 9 o Sheet Number 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 C803 9 RipRop Detail @ End Section r� 41' 0.60% 15 "RCP Existing Grade New Grade Granular Backfill R-0 1=011 h N31I 1. TEMPORARY TRAFFIC CONTROL DARING 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. 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 SCALE: 1"=50 ) 920 Il 915 j 910 905 900 IIIIIIERI 890 j 885 SCALE: HORZ.: 1 " =50' VERT.: 1"=5' z 0 pONIrIT��,e��� \STERF No. 10000075 �?- STATE OF INDIAr1P G�\` 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. (20 05) IC4061 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 C) T� V 1 O w cc -21 ad O r� E-1 = x Q) C-) bB w cd w r� 9 o Sheet Number 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 C803 9 RipRop Detail @ End Section r� R-0 1=011 h N31I 1. TEMPORARY TRAFFIC CONTROL DARING 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. 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 SCALE: 1"=50 ) 920 Il 915 j 910 905 900 IIIIIIERI 890 j 885 SCALE: HORZ.: 1 " =50' VERT.: 1"=5' z 0 pONIrIT��,e��� \STERF No. 10000075 �?- STATE OF INDIAr1P G�\` 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. (20 05) IC4061 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 C) T� V 1 O w cc -21 ad O r� E-1 = x Q) C-) bB w cd w