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HomeMy WebLinkAbout67-96.41MI L K J �:■ GI F E ill C! rn B CD cn Cu Cn v O C, 0 a c O o A U Cn C!) 0 2 3 4 5 \ � r � 755 f / FOR A -- i I� f`tu5., E SHEET TURD SE�TI / //1 f/ // 75 -6 MOF�hTT^, AR 454 1 < •}--r � mot+ j•,fj' f 753,8 /, f 6 7 8 9 i� t1i�t',t,l +\73. 1 HOLEY HOLEY SAYS DON'T D143 tia;,t 1= 800 - 882 -6644 CALL TOLL FREE V 800 4284200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. ,� .�,,,., . ,`„�`r•;., IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 7_52,4- + f 10 I 11 I 12 I 13 I 14 15 I i i ASSUMED NORTH SCALE: 1"= 50 1 !f �r i 1 %--, •: _' 54.7 [' lop , I 753. } ,55.E j l:w v 753.7 �-1 f `? ! � ` � ^ '� �`. ,J +.`_`-�•�. "` --.... :52 `'5 A 1 - e - 1 j ✓ 219.41' . ^- ; .I 10 0' 119.41' ( % _ + f � r� � '� i` ' ---,� gyp,.. � .-•°' � ��. 7$3 � "�. - T(�7�� 00 HV - h�G }t t/rf _j2 7.1 .0 7 r i' 67%1 52.5 ttf --,32° s i N.P. I ' _ F € o• 48 ily R 7 LD 271 o F d 0 S \ B.L TC- 7532 .. _ 456 TIT751.90 212' OF B' PVC 0 0.45x -� O . .0 _ { - -e ms~ - _. _ - - - - - - .- 1 ,_1P 0 0.45% Tc- 753,30 / - --- J�75 , 8i 4 °" - " ,.-- � � � 75.4 � �t -- -_ ______ -•.- 't ' ` _ - - s _ • r_ ..- �' ' ✓ .. 100.00' 753.1 15MW 7 .0 7360' - 752.0 �; S �.. \ N.P. - .,' �,° ,.+, . 11 10+00 FT OS4� b 11+OD 4' 11 12+00 PC 12 +88 3+00 r ` t' 75 \.�j°o. -- �''~ M �r 0• Q�B p\ 3p Q� ,_ 751.95 -I• 495` �, PT / f0 Off.6 D T s 751. -' :% -° 6p.24 30' OF 15' RCP 0 0.50X 119 6 �i 54.67' 11 `D 8j6y, 0 4 ' f , -rr ,�°` . 1G■751.25 _ sr k`� 7 2.3 188' 25 \ ,,,,v► J - - - - - .- 'S,' - - 18` 351 er TC- 753.20 -°� 15 DUBSE ,'� 752, �b 1 1s _� ,r ,,, -,,- ..�` .,-- f' �0' B.L 8� �- ,� 3 �S1,00 26 rL 314 21 V 22 LEGEND -- Existing Storm Sewer -�- - New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer _.. 00 --- - Existing Contour E`--E V Existing Elevation w/ description DIS ® New Pavement Grade WE All Other Finish Grades (000.00) Corrected Grades ® Storm Structure Number Sanitary Structure Number Flow Arrow Denotes Elevation and 000,0 Approximate Pad Size N.P. Denotes No Pad 6' Subsurface Drain E Swale (i[� -W Water Main �� "K..•�\ \ 7.51.' 750.00 ' / h l \ J'0 y` '�' � ,�' ''� ,�`' \•• �° ' 679 .3 7� � .1 • / � / � ,s3 5 ^ � ?04.41' '! � ^ ..• 752 C`J �. ,�^� /4' It � �. � o h i f � FUTUR SECTION / 35 / f� 24'o�� (/ \BROOKS, LANDING ., \ S�CTIQAI TWO ✓ s /// l / �j'•\ �° '� / +752.1 r� IS \ f �/ °�• fig 7 7B .� r_.•_ -. } ° °° / ,s Q/y \0•S ^� / �' V ° X ; i-.t l' ("' ^ \ ,$�$ mil` /� x i i.itk, sue` f" O 44 6 37 693 18 / '` X53• `'b 4514 � x 75�J / 75 3. x F 75 5 . 1 14 > 1i' f / + r' ^ham / �,� �4 i :1 0,,,/ s� -�6 5 f / ' +, -r I TA A* 2. 7 J/0 N LIA 10 01 676 ' '� �+ / `�• / �. y� �1 " i f / _ 7 8 ' 1 t . r ,• - �T- ° - I 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTII 2. IT SHALL BE THE RESPONSIBILITY OF EACH S► VERIFY ALL EXISTING UTILITIES AND CONDITIC•, THIS PHASE OF WORK. IT SHALL ALSO BE THE SUD.._ RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL , INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES L RUNNING UNDER PAVED AREAS TO BE BACKFIL.LED WITH GRANULAR MATERIAL 5. 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. 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO K BE CONSTRUCTED BY OTHERS. 8. 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 SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. 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 H ACCOMPLISHED. 13. 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). Revisions B.E.T. B -20-96 REVISED PER T.A.C. COMMENTS I IIIIII■ I112 I T56 l' I r' , �,JJ `+ �5' ri % "'t CER1lF1ED BY / j f r•� t tt t +t( t! t THIS ORAIM AND THE e£AS, DESIGNS MD CONCEPTS CONTA ED ' �'' 1 i 1 I W M ARE THE D CLll K NTEtEMAL PROPERTY OF SCNIEW j + 55. I � # BOOM OM M110N NO ARE NOT TO BE USED OR REPRODUCED D j IN MOLE OR IN PART WNW 1HE VWTEN C011SDIT OF SDIEW DiGN i7iNIG OORPORATICK ©1996, Schneider Engineering Corporation t Orr 1 4 ,� 3020 North Post Road Engineering FU TUI l ! Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US SE \ � ` 317- 899 -8010 Fax Geology - -- _. ' :Ft y A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATE, LP. BROOKS LANDING AT PRAIRIE VIED SECTION ONE B CAR04 INDIANA DEVELOPMENT PLAN rj t' i ' Date Project No. Drawn rov. NC ,,��ff'' 7 -31 -96 1065.21 D.T.R. �p Computer Files Sheet No. A USGS BENCHMARK 1 \1065 wGS \21 \C102 DISK STAMPED '95 REP' IN CONCRETE POST t1' ABOVE GROUND �1065\Dwcs\21 \21BASE AT THE NW CORNER OF 131st & RIVER ROAD. ®� ELEVATION = 751.46 4/ , r 1