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HomeMy WebLinkAbout0821.97.11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VA O 24- cup 4 o I - - - ELI �- INLET �Q - - LE - - -- - - -- -- - -- - -- - - -- -- - -- 18 FIELD -- -- - -. - -- -- .754.9 �- 18 fIEID TILE �� f. ' OF 24 RCP 0,30% 59 � - - -- _ .50_ �772 j 30' OF 24' RCP A 0.30 n n =s= s 155.2 755.5 756.2 7 .2 7 4.7 859,84' 7s4.t � DU &SE 754.0' LOCK A 755.1 - -- sp -- _ -. _ 73.22' I OF 24' 30' OF 12' RCP A 30% 10+ 98.18 9 +00 8 +23.18 -'� 3� 1p' - - - - - - - - - - - - - -- - - - i ' 8 +00 7 +00 6 +ao IM ER. RUNS +oo TC= 753.20 773 4+00 ; +oo _ _ 2+Op PT 1 +6 .69 - - - - - - - - - - - 10 +38.18 754.59 755.21 755.70 ° 755.54 754.86 / 4.17 7 .4 - _ PC 1 +0? H.P. c -i _._ . 53 9 774 753.55 / 754.15 754.5 1p vu C> $ 755 35 p +50 130.00' TC= 755.30 - _ 14 ' TC= 3.20 0.00' 0 +' r --------- -t - - -- _26' VC 0.45x 754.9 7 j _ ip _ _ 18.50' 5 444 15 DU &SE5 - 755 754.7 - - - 754.1 TC= 754.00_. - 753.5 - - - 754. - - - 7 .6 _ _ 755.1 61 gs _ 4 7 - 434 ' - 3OF 8® 0 .40% - - - - - - - -4 - - - - - - I- - - - U I 30' B.L. 1 I - - - 435 15 DU &SE i 360' of 8' PVC 0 0.40% 15' DU&SE - -- 436 Tr -��am / �- _ 17� 2p�n• 1 I 757.0 1 75 1 74 I 73 => 112 I N I + I 30' B.L. 19 I 140 I �I �I�I A , I 755.0 755.5 755. 3o B �'- I ^ � ° 136 �SS.z =' � � N 38 137 - a I of 135 a I C N � GO N r- C14 M.E. J w `�' I o / I ®I Y 150.00' ao 75 0 160.00' 754.0 N W o o F r 75 0 Ln 1 N ^ ( �� FLOODWAY �1 r- - - - -N 111 J °� 114 /f FRINGE I - I I s l0 / I / - - - - - - L- - - - - - I a 3 0' Tn I S 753.1 80.00' 4" SSO 6 90.00' 752.6 90.00. 753.1 753.3 - 15' Du SE I % ; + � N I mom . rssp0 ap r�.rzmo"� 000 v 90.27' 753.9 / a �i - - - - TC= 752.2 -"'7%g 90.27 753.0 TC= 753.00 s ° d / % I I 10' DU &S - - - -� - - ---257 I RC ®0.18% 000 83 -18' 754.4 754.2 776 i � 160.00' 75 4 160.00' 753.8 754.0 75 -000 N ^ 777 - 8' RCP 75x.6 753. � I 15' DU &SE - �- -- 136 � 1 A 0.18% � \ ' YARD DRAIN $ r 50' I 3 81 j \ TC= 749.00 ( I I ° i \ 110 NI I --- H.P. 131 ,I o �I s 115 1 g 6 o j a 10' DU &S` - - - - J 1 8 J I 754.5 W► 3 B.L. 132 I ^ / 757 M.E] 160.00' '- 75 0 ao 754.5 160.00' 753 -8 0 I i 133 I r \ /\ 490' OF 1 ' RCP 0 0 -30x 754.0 ° -� 7531 O I / 130 0 \ TC= 750.50 - - - - - - - 761 /134 I 10' DU &SE 760 9 1 0 � n 755.3 22' t 6' i'22' I i �, ' Y / / \ I e I � I ss 64.59. 3o B.L. 755.3 \\\ W �, 109 � 15 g 116 1 _ 15 DU &SE _ B.L. 755.5 1 0 t I I o J 1 a 74' 48.76' 21.51' 17. - T �53.pp 26' 12' RCP I o c _ 2.5 443 j j 72• 3.4 151 - \\ \ 0 150.26' 4-d" 83 \ 9> 1 T =7 86.07 w`L a I 1 754.0 R 4 +1135 4 +0o BUCK I N 3 +00 PT 2 +96.45 PC 2 +60.62 775' \ / \ , I \ M.E. 160.33 433 8 O° I 59' OF 8' PVC 0 1.00 755,7 3 754.62 C U T 753.79 2 / _ _ + d c I 52.2 � g . \ °o �- TC 7 754 5 0 ^ n 159.16' r o 3 7 3.17 750 N PT 1 +01.991 +00, � 75 6 PC• 0+69.56 48.76' 31 rC= 753. 753.70 O +Ob o+' 754.5 0.45% o I �\ 12 �__ig0_QF 8 PVC Q - 441 n '-:: g Vc ® 0.45% ' 8 Q �, 20' DU &SE TC 754.00 "' "' 7p 23 ' + \ / ----,FUTURE / 1 / 108 ° o \� \.ham. TC= 755.90 65 -3s' 1 44 _ 20.12' 15.01 N S TIONI I/ * o °� , 440 - - �ha 755.5 30' B.L.^ 15 p� N 1 1 0 1 1 7 �\ e s O 75 S 53.50 &SE , \ \\ \ / ,-� ,1OFF:TT F RNI I ( \ \ ��� / 755.0 \\ SECTION WO B I I 11 �, /.�°� I i .r 11 \\ \ 84 i 1 125 f \ \ �fC 75000 E• � a, . r \\ ,� �� - - �n ��`� -' I ` • � I � _ i, I / 751.00 - \ 107 \ \ �s,� 118 ��i I n � N 1 �h \ i1B ti q to r9 Raw 1 15A \i� j �p ��� \ Gk ?A 75 \ o f to o I I � 432 �� \�� ��1M' �Fj /� p ?).,MOO _ I cW 15 DU &SE J I 1 111 11 s �. iQ�� / \� TC =�52.7D - I I ASSUMED NORTH 1 I II III I 8 5 ' `61 6 \ �s $ /ti S� 5 / w/ / \ \ 55.21' 753.2 753.6 - _ _ 1 a_ n I p 1 11 ' I I �S� �9 �. ° 743 1'j C 1 / QJ� /� 745 cc .2 3g�T 000 oo�_000 754.2 TC- 754 00 31' OF 18' I ^ , SCALE. 1 = 50 I I II I � I � ?40' OF 746 _ RCP 0 0.30% 2 III O 21 RCP 0 035; 90.38poo�1 90010' TC- 754.20 ' °p0 105.74' 106 ` ���� 119 / /,�O -r_ 15 DU &S - 754.5 90.38' \ ® 742 X47 / ,- - -! E - 741 75.0- 756.0 I N r 1 -' U I / / 120 � o /o o I III I I 8 6 I ��� \ \ v -` ^ I /° m I HOLEY SAYS TCg754.60 121 IIII II I I II II I I I y 1 , I 14' R �'7 s\ I I l DON T 439 �0 ^ T� 70.50 41 122 ^ CN ®0? TC= 751.50 / 105 61, 70 ? J N. P. DIG " RCP 6 � 0 5 11 110 or 741 123 100' OF 'Rcp 0.1 0.49 z 431 1389' 7 N.P. BLIND 22 Tao /S , 2 I. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'! 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 RUNNING UNDER PAVED AREAS TO BE BACKFILLED 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 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 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). BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED '95 REP' IN CONCRETE POST t1' ABOVE GR( AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 visions I.E.T. 09/19/96 REVISED PAD GRADES PER CLIENT I.E -T. 09 -24 -96 REVISED LOT LINES FOR LOTS 130 -132 CC 10/23/96: ADDED WALKING PATH & SUBSURFACE DRAIN. I.E.T. 12 -10 -96 REVISED DUE TO CHANGE IN RIVER ROAD X- SECTION K S£ x' No. -o 9500028 =� y STATE OF ' Cr✓ CERTIFIED BY c� THIS DRAW AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED N WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGINEERING CORPORATION. ©1996, Schneider Engineering Corporation IE= 742.00 I I 7416 TC= 754.70 I ' •���� �� )S 7S O�p� \�0 ' } /� x'0..45 , 5+ 90.00• _ I 1 24 I 1 • - i S ¢SF `�,P PC 4 _ 754.6 ` , i N.P. " P r Schneider � >,\, H P +� 93 '90.00' ` �' � 0 r B. I • • I I Z I I 11 104 _� - I I I I I I I I 1 11 1 1I 11 I I Jw °I ' °a I o � IIII i� \ I I 1 I 1 ' ► � I I I \ I I I \ / / / /I �J1 - - , ` ` / A _, � \ \ � ` ' �\ • � ` � -- �-- -__- •. I��?� B � . J�� � / � / � � � \ \ , & . 755 TC 7= 54 7+5040 49 15- DUp& -r E .40 6g _ �, 8 7 7538 12- RCP 3 . J I 1 Cl 754. � 1 soo s8Z ssa4 103 +� 74 8 CALL TOLL FREE C3020 o North Post Road t ae Ro tiad • on Engineering , _ 1 ls N.P. , 1 +00' PC 0+ 78.96 LEGEND ' , R 1 / / / �' o J 102 PVC-9 53.91 11 ,1 1' � � � � � , �� ' ''S�ia• �/ %� p'sz � � ' 9000• _ � N.P. 101 15 753 1328' Existing Storm Sewer LEGEND ` j` / ) $ 9 61.19' 8.66' - -�- FUTURE SECTION �� ��� / e N.P. 100 4313 TC= o- _ New Storm Sewer Flow Arrow / � $ _ MOFFI TT FARM / \ %� o N.P. 99 Existing Sanitary Sewer g y Denotes Elevation and SECTION TWO A / �i�. 8 N.P. 98 New Sanitary Sewer 000 0 Approximate Pad Size � r��1 _ Existing Contour / // / /� ���j. S N.P. Existing Elevation N_P_ Denotes No Pad / / \�1._ 956$ m� Denotes Window -Outs / / ��i� 90.00' 000.00 New Pavement Grade 91 v 000.00 ----- _ _ _ _ 6 Subsurface Drain (w/4' Lateral) / / / \ / \ \��Ill1188,41- - - oo' o- All Other Finish Grades 000.00 / / \ \ j ` 90 (000.00) Corrected Grades " Swale /' / \ �• ` SUBSURFACE 00' Sae (� / ♦ 6 SUBSU CE 00o Storm Structure Number \ /,'� / g 2 / \ •��► Its DRAIN 5.07- I 00 .Sanitary Structure Number � � � � � � � � � � � � � Denotes � wide Asphalt Pathwoy � \ �� � / / I �/ � � ` � � � ®1� j����� � - ` S4. • ; ,� 4 71. ^ 1a800- 428w5200 Indianapolis, Indiana Surveying 46226 -0068 Landscape Archit FOR CALLS OUTSIDE OF INDIANA 317- 898 -8282 CIS • LIS PER INDIANA STATE LAW IS -69 -1991. 317- 899 -8010 Fax Geology IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorpr LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. RDC /CARDIANL ASSOCIATES, LP. UOFFITT FARM AT PRAIRIE 17112 SECTlO a I NT CARMEL, INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 09/16/96 1065.13 DCC Computer Files Sheet No. J \1065 \DWGS \13 \C1OI.DWG XREF: 136G XREF: 1065TOPO.5TOPO.DWG F.F: 12ABASE.DWG