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HomeMy WebLinkAbout05030006.37CIS 900 901 —902 I I� - - -� II II III III II FUTUR'yE`' AMENITY AREA POOL I I CLUB OUSE H I II I SECTION W3E _ � III II I ► I II \ I 723 \ U CD Ilk 727 BLOCK "C" STORM SEWER PLAN HOLEY MOLEY SAYS "DON'T TBM #44 DIG USGS BENCHMARK BLIND CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 724 lkf 3 111 I■I � I ^I \V1T1 72 "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. IM 1 NO, 1110 h: IV I ME 00-0111110 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 -J-- -- 723 MANIGAULT STREET I I� 0 920 = W cnz zQ �'� �^ zcz Z�z ¢`�° Z w�Z w w wz z v a-) C-4 r� Z - - v O r.) N W _ _ w (%7 Z = � -j cfl N c.0 �� m O O r7 r N co N cfl J - Z z— Z i �i m f� m i""� rY O L O F-- r of m �O Cl") p, Z Z :�. �p .M.� — — O � CJ) O cD 6i N��00 OOc�D6i C'4 00 �� M ��� � N Df O�� Oro Ut��„ -20 NOOnO00 N 00 r O � rf') = rei 00 O) Q) M O) N 00 O ,- 915 CD 00 o �� N�o rOZ� HOMO �ZO U �`�� U •O 00� 000)CV� r"") r� r6)F-- OZZ� —O N�00 ('S)I— 00�N. -. BOOM �� ��C7)CD rO� rO O - -O U > > r Z Z 00 Z Z N "00 0 F— N � 0� Q) � 1\ �O f\ O OO Cn O Z O � U > > > ~ZZ cnF -- rOZZ� r�ZZ� rn0 a�ZZO 0Cj> C1 » cnI -ZZZ Z_ Z_ Z_ U-) F--: �C3 Z Z Z Cn 1—: Z Z Z C/ c3 6 C, --- 910 z _ ------------------- - - - - -- W � — 905 ° _° r z O O 29' 55' "' Z 0.50% 0.50% rs 29, 15 "RCP 12' RCP 900 1."RC S MIN NORMAL. POOL 12 "RCP SEPARATION ELEV= 898.50 0.2?% 36 °RCP 98' 0.23% 36 "RCP 8" WATERMAIN 109' 0.21% 42 "RCP 210' 119' 0.19% 42 "RCP 129' 0.21% 42 "RCP 895 = _ Ln 890 00 > w 1 00 885 880 STORM SEWER PROFILE r� A -- o ��i 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 RipRap Detail @ End Section C.0 aZ t� IM 1 NO, 1110 h: IV I ME 00-0111110 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 -J-- -- 723 MANIGAULT STREET I I� 0 920 = W cnz zQ �'� �^ zcz Z�z ¢`�° Z w�Z w w wz z v a-) C-4 r� Z - - v O r.) N W _ _ w (%7 Z = � -j cfl N c.0 �� m O O r7 r N co N cfl J - Z z— Z i �i m f� m i""� rY O L O F-- r of m �O Cl") p, Z Z :�. �p .M.� — — O � CJ) O cD 6i N��00 OOc�D6i C'4 00 �� M ��� � N Df O�� Oro Ut��„ -20 NOOnO00 N 00 r O � rf') = rei 00 O) Q) M O) N 00 O ,- 915 CD 00 o �� N�o rOZ� HOMO �ZO U �`�� U •O 00� 000)CV� r"") r� r6)F-- OZZ� —O N�00 ('S)I— 00�N. -. BOOM �� ��C7)CD rO� rO O - -O U > > r Z Z 00 Z Z N "00 0 F— N � 0� Q) � 1\ �O f\ O OO Cn O Z O � U > > > ~ZZ cnF -- rOZZ� r�ZZ� rn0 a�ZZO 0Cj> C1 » cnI -ZZZ Z_ Z_ Z_ U-) F--: �C3 Z Z Z Cn 1—: Z Z Z C/ c3 6 C, --- 910 z _ ------------------- - - - - -- W � — 905 ° _° r z O O 29' 55' "' Z 0.50% 0.50% rs 29, 15 "RCP 12' RCP 900 1."RC S MIN NORMAL. POOL 12 "RCP SEPARATION ELEV= 898.50 0.2?% 36 °RCP 98' 0.23% 36 "RCP 8" WATERMAIN 109' 0.21% 42 "RCP 210' 119' 0.19% 42 "RCP 129' 0.21% 42 "RCP 895 = _ Ln 890 00 > w 1 00 885 880 STORM SEWER PROFILE SCALE: 1"=50' GALE: HORZ.: 1"=50' S VER T.: 1"=5' 920 915 910 905 900 895 890_ 885 880 &i z 0 cn w \\\\\\ \�� U t t 11► I t I I I I I I i I U i / /// /��� /i T. �\STER N0. 10000075 10- ` STATE OF �s /0 I N A t t 3&4� _7 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) lf4lb 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 Existing Grade New Grade Granular Backfill SCALE: 1"=50' GALE: HORZ.: 1"=50' S VER T.: 1"=5' 920 915 910 905 900 895 890_ 885 880 &i z 0 cn w \\\\\\ \�� U t t 11► I t I I I I I I i I U i / /// /��� /i T. �\STER N0. 10000075 10- ` STATE OF �s /0 I N A t t 3&4� _7 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) lf4lb 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 O C.0 aZ OO z z cd w