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HomeMy WebLinkAbout0869.01 Building PlansM L J H G F INA I 0 A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 ' 9 I 10 I 11 I 12 I 13 I 14 I 15 FUTURE Village of WestClay 4 83 �� ✓ 0 3+3s R. SBURY4+oo STREET D 900.45 N 699.95 b B o 900.23 102.28 10' DU&SE 6 OF 21 RCP ti°` 603 TC=899.0 - I 10' BTL TC=899.49 622 60CD4 MFFE=901.9 - 900.1 C=900.83 901.4 900.2 0' / I � 0 120.00' 2. MFFE 623 I � . MFFE=902 4 . _ o 900.5 --- c .23 901.9 900.6 6 C ` 120.00' • N MFFE J O 1¢ 624 0 cc N O N MF U") o 900.9 SIS 901.0 6 120.00' o MFFE= - - -625 m o R5 ;ASLC MFFE=903�' .2 w 901.2 z U01 902.7 901.2 6 co 120.00' W MFFE-- V) - 626o R5 IL_o � (N MFFE=903.2 u")+ sD1s +T 1 902.2 901.8 ----�- E - S I 120.00' C4 I `� M E W 627 I 60 TC=902.30 MFFE-- 902.9 1 � 902.4 Cv' \� 3 1.0 5+ 0. 46+00 ®.►� 01 7 , h _fffJ71 C=900.62 D- - ��•� 1C=901.32 24' ALLEY ES T. i > 40 N 310' OF 8' PVC 9 0.6 W - I J HERMAN 901.2 I N WELLS RAR 90 02 4 4 BLOCK D TC 902.02 COMMONS 235.01' 1 I 2 I 3 I 4 I 5 M VA HOLEY MOLEY SAYS Tq'(0)P1= "DON'T � ON1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. DIG 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO BLIND" VERIFY ALL EXISTING UTILITIES AND CONDITIONS M PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. -�-+ -�-u 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY I u CALL '2' RKING D BEFOR Y u�c - ` - 4. STANDEARD SPECIFICATSHALL IONS LY OFORALL CLAYTORM TOWNSH PRS. REGIONAL 1; k 1-800-382-5544 WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L 1 I5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES ! t° CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH ' IT IS AGAINST THE LAW TO EXCAVATE GRANULAR MATERIAL. 1; k WITHOUT NOTIFYING THE UNDERGROUND ASSUMED NORTH 6 PER THE SN ORMATIONIZE AND CPROVIDED OF BXYSTHE RESIPIECTIVETIES HUOTVILITYRE LOCATION SERVICE TWO (2) WORKING f ! 1 DAYS BEFORE COMMENCING WORK. COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED SCALE: 1"=50' k PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF ! 1 SERVICES. ! 1 I 1 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 00 , 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. �'' PROPOSED Village of WestClay-_.j r SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND r SECTION 3001' --- -- EXIStIn Storm Sewer PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A t g CONTRACTION JOINT EVERY 20' OR LESS. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. J Existing Sanitary Sewer S AN 0 ff 2' Roll Curb B 2' Chairback Curb `\\\\\���,,,,\11H II►1L„A,���,��// P © 2 Chairback Curb No. _ w/o Gutter . 9800085 STATE OF DO Valley Gutter %0,�` E MFFE Minimum First Floor Elevation°''"'����►IIIIIII����"""`��� CERTIFIED BY of WestClay ' THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED 01 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. D 1999, The Schneider Corporation r The Schneider Comoration 12 I 13 W I IM 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 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS o LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. BREWCK DEVELOPMENT CO. Village of WestClay Section 7501 DEVELOPMENT PLAN Date Project No. Drawn Approv. 05/21/99 1238.7501 DCC Co t F"1 A 1 mpu er i es r t J:\1238\7501\DWGS\C101.DWG DARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. XREF: 7501 BS.DWG 0 New Sanitary Sewer 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES E INTERCEPTED TO BE PERPETUATED INTO STORM SEWER 000 - Existing Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN -y WRITING THE OWNER AND THE ENGINEER IN ANY ELEV Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. DESC 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 w/ description PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557): FILL �. UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 H 00 00.0 New Pavement Grade PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT 1018 1p� 000.00 All Other Finish Grades OR SHOULDERS MUST BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE BROAD STREET ENTRANCE. Uc~� 656 ,. �' ��� Storm Structure Number Revisions W W J �' `~ :. MFFE ' , 1. 06/09/99, BET, ADDED LOTS 605-613 PER CLIENT. 2. 06/14/99, BET, REVISED PER TAC COMMENTS. ' I o �• Sanitary Structure Number 3. 07/19/99, DCC: REVISED GRADING TO ACHIEVE EARTHWORK BALANCE. - Flow Arrow G N I A 9 899.6 897.4 r- I TC'899.00 114.13 j 900 �t r 655 MFFE=900,1 Denotes Elevation and 0 1 898.65 M ► i 000.0 Approximate Pad Size 8993 897.1 1; 663 ' I 114.13' 676 ! 14 "7-_ 654 FFE=899.8 u !` 1 - - - _ 6" Subsurface Drain 8 6. 898.9 896.8 ! 1 653 MFFE=899.3 0 - Swale ((��•11 F �i ; ! \'U ff 2' Roll Curb B 2' Chairback Curb `\\\\\���,,,,\11H II►1L„A,���,��// P © 2 Chairback Curb No. _ w/o Gutter . 9800085 STATE OF DO Valley Gutter %0,�` E MFFE Minimum First Floor Elevation°''"'����►IIIIIII����"""`��� CERTIFIED BY of WestClay ' THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED 01 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. D 1999, The Schneider Corporation r The Schneider Comoration 12 I 13 W I IM 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 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS o LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. BREWCK DEVELOPMENT CO. Village of WestClay Section 7501 DEVELOPMENT PLAN Date Project No. Drawn Approv. 05/21/99 1238.7501 DCC Co t F"1 A 1 mpu er i es Sheet No. A J:\1238\7501\DWGS\C101.DWG XREF: 30018S.DWG®� XREF: 7501 BS.DWG XREF: MID-BS.DWG XREF: CA9.DWG 14 I 15 f�-,J�4T 5IJp - +AWL A _ 10 II II�JII �I etas �_rra-c� IV. 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