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HomeMy WebLinkAbout63-01 7501-A Development Plan C102901.2 X 902.3 X 901.3 X v U 3 901.7 X O iv rn 5 Li �t X 903.1 902.8 X ., 1r� /11YW�r .� 901.5 'I vvv 898.6 1.. S 899.6 897.8 �` �` 613 90 .5 I / / R����S�� X X X "�., \\ S�j1��� 9 0 . X 9 01.1 1 J X - - - -- -� 899 6 899.9 X 90 / 89X .3 ` X X R TTSBURY STREET 8 \��00.6 �. LATER LATERAL 898.5 OUT NHOLE ( \��;"'` 6g'5 900.4 OUT OF MANHOLE X X \ 1 N TC= 899.00 °�+ DO 1\ TC =898. I 655 WYE do LAT. \� 901.3 I 638 WYE LAT. I __- / \ -_�' -- 3 +22 I 6 \ 1 X 1 I ( 2 95 - - -,� 663 676 ( 623 I ' I 896.9 � - � -_ -_ -_ -_654 w z ss T' .4 675 ' 901.5 1 894 9 897.4 1 - -- / -a. O - - -- 639 ""' 2 45 T 1 � X 653 m ( I wYE do T. 624 - __ -- - - -_ 1 2+52 I I T X 12'ALE EMT. 640 do LAT. - - 896.8 0 652 WYE d18 W I 1 +94 ( - , - - - -- -� 1 664 625 1 w - - - _ 1901 .3 I I I 61 - - - - - I 651 WYE do LAT. w - 897.2 X z / ~ TC= 5.00 - -_.._ 1 +82 a�97.23 asz - -- al I I 896.8 a - - 2 3 > 641 wYE LAT. `° I 643 I I X W - - -�` - -- <c /6 W N �I �_� -__ - , 665 1+46 ( 4 4 4� 647 zl 1 l 626 I MFFE= (� - �O 650 WYE do LAT. - STING -VI f We tClay 898.0 FFE= � °� Q 1 +a7 I _{ WYE do LAT. WYE & LAT. I M I MFFE 897. M _ 7.7 WYE a� LAT. I _ a SECTION 1 I I 1 +25 d WYE LAT. t] iv \ �+ -666 I - ees_7� 1 2 +76 � I 1+ wY� 2s AT. M MFFE -97.9 1 642 1 25 1 64 1 901.5 1 ( wit do LAT. I I I 1 +14 0+90 °I cn TC= 902.30 , 667 X 627 _ 1 20 BT L I I - 1 EXIST. 24• R60 648 WYE do LAT. 85.03 - - EXIST. 27" RCP 0+ EXITING CSI TO BE EPA I _ C�A . �>� RBASTING VALLEY GUTTER -336P- A INLET 9 E -�-- Existing Storm Sewer SHEET TITLE: DEVELOPMENT PLAN O LO DRAWING FILES: N: \1238 \7501 \DWGS \RE - PLAT \C102.DWG XREF: 7501RPbs.DWG, 3001ABS.DWG XREF: 7501BBS.DWG, 3001BBS.DWG Flow Arrow - ---� -- - New Storm Sewer o Denotes Elevation and Existing Sanitary Sewer 000.0 Approximate Pad Size 0 New Sanitary Sewer 9� O _ _ _ 6" Subsurface Drain -- 000 _ x ELEV - Existing Contour I[ 000.00 DESC Existing Elevation Swale (I{� O w/ description MFFE Minimum First Floor Elevation 000.00 New Pavement Grade DU &SE Drainage Utility and Sewer Easement 000.00 All Other Finish Grades W DU &SE &AE Drainage Utility and Sewer Easement 00o Storm Structure Number and Alley Easement 00o Sanitary Structure Number O Existing Chairback Curb To Be Removed And Replaced With A Valley Gutter Curb 901.5 'I vvv 898.6 1.. S 899.6 897.8 �` �` 613 90 .5 I / / R����S�� X X X "�., \\ S�j1��� 9 0 . X 9 01.1 1 J X - - - -- -� 899 6 899.9 X 90 / 89X .3 ` X X R TTSBURY STREET 8 \��00.6 �. LATER LATERAL 898.5 OUT NHOLE ( \��;"'` 6g'5 900.4 OUT OF MANHOLE X X \ 1 N TC= 899.00 °�+ DO 1\ TC =898. I 655 WYE do LAT. \� 901.3 I 638 WYE LAT. I __- / \ -_�' -- 3 +22 I 6 \ 1 X 1 I ( 2 95 - - -,� 663 676 ( 623 I ' I 896.9 � - � -_ -_ -_ -_654 w z ss T' .4 675 ' 901.5 1 894 9 897.4 1 - -- / -a. O - - -- 639 ""' 2 45 T 1 � X 653 m ( I wYE do T. 624 - __ -- - - -_ 1 2+52 I I T X 12'ALE EMT. 640 do LAT. - - 896.8 0 652 WYE d18 W I 1 +94 ( - , - - - -- -� 1 664 625 1 w - - - _ 1901 .3 I I I 61 - - - - - I 651 WYE do LAT. w - 897.2 X z / ~ TC= 5.00 - -_.._ 1 +82 a�97.23 asz - -- al I I 896.8 a - - 2 3 > 641 wYE LAT. `° I 643 I I X W - - -�` - -- <c /6 W N �I �_� -__ - , 665 1+46 ( 4 4 4� 647 zl 1 l 626 I MFFE= (� - �O 650 WYE do LAT. - STING -VI f We tClay 898.0 FFE= � °� Q 1 +a7 I _{ WYE do LAT. WYE & LAT. I M I MFFE 897. M _ 7.7 WYE a� LAT. I _ a SECTION 1 I I 1 +25 d WYE LAT. t] iv \ �+ -666 I - ees_7� 1 2 +76 � I 1+ wY� 2s AT. M MFFE -97.9 1 642 1 25 1 64 1 901.5 1 ( wit do LAT. I I I 1 +14 0+90 °I cn TC= 902.30 , 667 X 627 _ 1 20 BT L I I - 1 EXIST. 24• R60 648 WYE do LAT. 85.03 - - EXIST. 27" RCP 0+ EXITING CSI TO BE EPA I _ C�A . �>� RBASTING VALLEY GUTTER -336P- A INLET 9 E �ff�alti�y.:r�P+rr �/� ��� 11- - __ -- -- � _1� _ - -�-- - -_ - - -- - �itC= �!����1���! -may =�� ���' ��i ��I'! `' � (�•rj 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS 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. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 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. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT OR SHOULDERS MUST BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE BROAD STREET ENTRANCE. HOLEY MOLEY SAYS "DON'T DIG BLIND 0 I "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 0 ATIONNS RVICE TWO (2) WORKING ASSUMED NORTH DAYS BEFORE COMMENCING WORK. SCALE. 1"=50' TC;9OOi2 9 6.2 52+00 52+51.54 ' t /_ : 1 F� .. `911 (�•� ` ' - - -- 1 _ _ - ' � �1: �I(7�illil � r� r r . � � I sr -� +�� - :.� �I .�.�. _• -- �� i.;;g. -.; ��,� . 1 - . • 11 ►-' - 1 1 1 ' 1 1 1 1 -�� [I i I � � [III �1 ! Ij- '�[iI l� r r•F17�'� +�•�+�.,, I wrM. - a�`+�► • r 629 2 : • �� • � '•' • • "� I� •. • LO S. :•.: - - - 1 .: tT7i7 fn-r-1 RN 1, 1 ! 1% •1 arLa•J .. �f'T�T.T_•� - , 1 1 . _ ,toe.esr rw i �s�.�' _. r -tea_ �"�'.�� -- I �"9nsr'��.' ►� �r � �l•IIAJ_ �° i,.T( = .:,-: R - >.:,7p®�' +�r +^rte♦ � �r . T� .,X 1 rte,.e-F-W111111-0 Am .�!yl,.m•,'s� +.,zn\ A IL.+.. ( �.T, �) - - r�•-f �gA 't s!!F/'!��.A,/!'frL.•/I�N'iM'�':,v.�, -r!; [c..A. ®L�L . - .,- �r_��n�re•�.- ..� � „ � �/ �"'•° a-_ •: .•- k•-l�-i :�r"i. � .� �_ Q.•iw '!•7 `■!•.:'r 1 � . + w� �/►l:i'. ! .I .r I �•rn�:! :'�9 ° .� • • • �� 'L�'����!'_�i�F.�i.7��.�liiE�_ i� r • f!04-10�ir<i ib A i."" 0 N W4 VM ii . �_�a"`T�'�•raa.a��.>tikv"rir q YV[ anr• KI ► EXISTING STRUCTURE w .•. - . €T•'i� E1!A] ETI�1f [II�7 I �I'�l r� -'I7� Eg�7 ���.:�' �� ...��rl- �•�•,T�; .�I�I���11 �.l1AJ ♦•Ilrl•6s .►� �- -- 1 _�w 1 ► ► 1 1 , EXISTING STRUCTURt TO BE REMOVE 1 REMOVED. 1 WITH A MANHOLE AND 1 1 1 1 :' 1• PROP. ;. •, NOTE: LOTS 629 -635 dt 6358 do 6350 HAVE EXISTING SANITARY LATERALS AS SHOWN. LOTS 628, 635A do 636 LATERALS AS SHOWN ARE PROPOSED. TR,a (c 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 M b a 0 W O ° �W 5m W of .! �C.\1 Vi LqS w ": ............. i� a-Oi 9800085 -A- ". STATE OF ' �� ` = O A DATE: 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.(2001) f%7o $ 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 DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: DEVELOPMENT PLAN O LO DRAWING FILES: N: \1238 \7501 \DWGS \RE - PLAT \C102.DWG XREF: 7501RPbs.DWG, 3001ABS.DWG XREF: 7501BBS.DWG, 3001BBS.DWG c XREF: CA9.DWG SHEET NO.: o E CO a) w a 0 u 9� O A O W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: DEVELOPMENT PLAN PROPOSED SECTION 7501 -A DRAWING FILES: N: \1238 \7501 \DWGS \RE - PLAT \C102.DWG XREF: 7501RPbs.DWG, 3001ABS.DWG XREF: 7501BBS.DWG, 3001BBS.DWG XREF: 7501CBS.DWG, 3001CBS.DWG XREF: CA9.DWG SHEET NO.: (C n02 I., 1 1