Loading...
HomeMy WebLinkAbout1387.97.11 2 3 4 5 6 7 8 9 10 11 12 13 14 Off: -P�� ' 24- CUP �_ 15 OF �aQ•`�/ ,^, I ELI INLET _ - - LE ..754 9 f - \ �. - - -~ - - - 18• FIELD TILE ._.._. -- - �� OF 4' R % 30' OF 24' RCP 0 0.30 " " 59 �'' LOCK A 755.2 755.5 756.2 7 2 7 4.7 859.84' 754.1 DU &SE 754.0 / Z 755-1 - -- 73.22' 37 ,ki I V 30' OF 12' RCP 0 .30% TC= 753.20 - - - - - - - - - - - - - ____ - - - 10+ 998.18 9 +00- 8 +23.18 8+00 7 +00 - -� _6 +00 I M E R R U N5 +o_o 773 4 +00 _ 3+00 _ 2+00 PT 1 +6.69 P $ �...:: _ C 1+02, ip 10 +38.18 754.59 755.21 7 5.70 ° 155.54 54.86 754.17 753.49 - 774 753.55 / 754.15 754.75 1 +00 „± i H.P. p - ----�^ . " 75 p 5 -35 +5G ----- - - - - -- ==. - -454. 0 130.00' 1 TC= 3.20 .00' 18.50' -� - - - - - - - - y 755 754.7 - - - 754.1 TC= 754.00- - 753.5 - - - 754. - - _ - 754.6 - _ - 755-1 - _ 61.96' 56.45 TC- 755.30 �6 ' .VC 0.45x 754.9 �? `-`-t�755. _ _ %- 17 pp• 444 15 DJ &SE 434 �'r` - a 8• _® o.4ox 4 15' DU &SE 360' aF 8' Pvc ®o.4ox 15' DU8cS€ 436 TC 755 -00 ' 1 2020' I �I I + I 30'81. 755.2 19 I: 140 I° I NI M �I O 755.0 755.5 755. 30' B.L. 756, , ®rl. I I 36 ,�, 137 � o 3$ a a 1 to ool =MT] 150.W C6 75 0 160.00' 754.0 I �: NI M 75 0 -� 753 o j ° -:8 lc� Io Z o t o FLOODWAY co 0 It8 U-i I ^I ,� FRINGE I •L- - - -I. I JN 111 I s to 114 I N - - - - - $ 753.1 .6 752.6 753.1 753.3 -- - � 5' DU &SE - / J .. - - - -- L_ a 3 0' $ I ;n I 90.00' 4" SSD 90.00' 90.00' - 90.27 753.9 L o I mom"'-` -aao oa- 000.rimo�� 000 90.27 v o ' 753.0 TC= 753.00 $ If i - TC= 752. -778 S $ N I - - - - -- --257' F1 000 83.18' , + / \ I N I F-70 DU &S - - - FRCP 0 0.18% -000 754.2 776 N 777 / I 75 / � ' 754.0 -" -- _ _ h 160.00' I 75 4 160.00' 753.8 I 15' DU &SE �.- -- 1 18' RCP 0 0.18X- „I / / \ 754 4 I 754.6 753. 8 I / I n \ YARD DRAIN 50' TC =749. O I I U o 81 \ WI I �' '1 ----- H.P. 131 G �\ $ 110 g 115 I s 3.6 �, o oI o N I \\ ^I I I 754.5 .3 B.L. 132 _ ^ \ , o' DU &SE - - - - J s On) I I 133 --- ---- �. 8 \ � - - � + 754.5 . ME 160.00' 7 0 M 160.00' g 130 /134 ° I ' 757 0 -� 7 , / ^ 22' 1 15 J122' i90' OF 12' RCP 0 0. 0x - - - 7540 761 53 755.3 TC= 750.50 10' DU &SE 760 I i 30' B.L. Y \ ` I I s 4 d U N \ 48 $ I � I e I �s 6.59 15' DU &SE M 755.3 -3 B.L. 755.5 o I o 109 $ 116 I - �` 1 , , - - _ Tc =, 26' of ,2• °° a I I I I J /. ('? 4 48.76' 21.51' S3.00 RCP _ cam, I ° 17. 72. 7 3.4 751 ®0.309; - -I "o,\ ° - r� 4'58'' \ o I 2.5 150.26' J� 86.07' J \ 83 \ ° I 754.0 r =7 R 4 +11.35 4 +00 BUCK I N 3 +00 PT 2 +96.45 PC 2 +60.6 7 7j' 1 \ \ a _ 4 I 59' OF 8' P 755 7 3 754.6 753 -79 2 2 p 33 I VC 0 1.00% C U M.E. 160.33 $ c 52.2 3 7 3.17 PT 1+ 1 +00 M ; 750 cv 01 -99 PC• 0o -- TC =7 o 0 754 5 7 6 \ \ 12 \ ms sh > TC- - 755.90 ¢ 9 � 916.�34 8Q_QF 4 8 8 -7 6' Pvc 0 p.45x 7532.07.0 1 2' 0 +00 7540 754.5 \� TC= 7 70. 15.01' O 6 5.38 108 p , � N I 755.5 30' B.L. � r =1 15 DO &S N �� a `� 440 �' 75 753-50 E FUTURES TION) ,1 o 127 1 75s.5 I , I $ 1 � 0 117 � .6 7ss. � 5 o I \�\ \ V/ MOFFITT F RM I I - 1 / 0 126, - - -- I TIN ?�^ B I ' 6 \ \ �,/.�1^� I I 125 \\ SECTION O I �-� 5ti s /�, 1 - ! \ \ \ 8 4 I 116.52 +` ? g X30 i \,� \ pJh�/ �+r �J�c., 2 8 I 00 1 ' } \ \\ \\ \ IfC= 750.00' \ 000, 1 f \\ / - I. 1r O756 -� 744 = Q 5 0 / TC 75� � � - 459 CO I cW �o IN °o$ \ \ \ \\ \ \` \ , , / r, r I I O 0 7 \ \ �s 118 �5� �p°� �� < o l h I !go' R/w 0, 752.0 of Io I }� I 00 d �- - 1 I I ASSUMED NORTH TC =752_70. - 15' I _ - DU& 1 d 'fl � Q ®/ / '�. r a,r� � 4.r+ j - 55.21' 753.6 .._ $E - 1 I I II 1 111 I 85 I \ X `� • �� �,/ / 753.2 I - - 754.00 - I ! SCALE: 1"= 50 1 ti s $ /1 / / \ o00 _T -000 20' 1 31' OF 18• RCP I I II I 11 I I I ,�/ >Sj 743 \, �1'j / oOJ/ j� ,l 745 �`- -9836 240' OF 21' RCP 0,°",,00 90 p10�- 746 TC= 754.20 - 0 0.309; 1 6 2 11 III 11 0 VC J �/ /O - 00 105.74 111 I �' 1 19 6� &SE 754.5 90.38' '5'02' �,��. ,�O r a l z 15' DU - - - 1 106 / / �``' �, >} :,� G, r� - - - -� 747 756.0 1 111 I 1 1 742 r� /- - - - 120 -Ii c� U ' eR- °I Ao ml HO�E;f COLEY SAYS \ 1 �?,w � o ct 86 ( 1 -�� / SSA TC 754.60 121 / I DONT 's6 49 � ^• I I 1 III I I o >s90 -9 3 30 e.(. 122 DIG T� =7 0.50 41 / s� ,off `,� N.P. » I II I II 1 pF 36• RCP 0 0187E I 110, TC= 151.50 105 yam. \�s �s4,� \ 1? D� f 1 23 / °' I I RLI D 1 I ��� ���� 011'2 ®0+ 741 ' /� w 431 ��.,o Q'Gk�,P� 1389' 55.2 ` � N.P. 124 O740 too' of '�CP 0 -1 , i��. 9z ,, / ��� IS • \pPC. / `(, ®0 459 91)00- ` _- I IE= 742.00 I 416 TC- 754.70�� •�. /'.o° S.(4,, ASS ©U &s \ °o, N 5+ P� �+ 2s4.s �. _� / N.P. I ' � I I •• ■ �'! �� M,a ,--� 0 F --T CO � 755. X93 9000 754 4+.pp 25 754.1 900` 0 1 : J D & 104 +40 Q I �� - 1 84, B .(• ®` „ 2533+8p 12 6g-90 8' RCp 0 25 35- .8 1 -800- 382 -5544 87 +op 748 1 CALL TOLL FREE 103 ^ 437 -` 749 ; <_ 26 PT 1135.15 �, 1- 800 - 428 -5200 I I I, / _ ••�� - �/ ,' / N.P. �I rC- 754 -90 N _ 9ppp� 1 +00 PC 0 +78.66 / O +Op a; ^ FOR CALLS OUTSIDE OF INDIANA •. _ �r _ I �\ 1 / / ` `/� ` ` ••��. �� /;''' j'� �t0re�% U�� 102 �� 26F pi 8 pV ® 0.45 ^ r 323 9000. 753 -91 f PER INDIANA STATE LAW IS-69 -1991. ' ` \ / 1 - IT IS AGAINST THE LAW TO EXCAVATE LEGEND '' �� R / / ,,� s,� o q - 1 N.P. 5 DU &SE 2539 1328' . \ _ 1 Ol `_' - 61.19' WITHOUT NOTIFYING THE UNDERGROUND 8.66• /� /•�.,,je $ N.P. 438 TC =7 0'- - `�9 LOCATION SERVICE TWO (2) WORKING Existing Storm Sewer LEGEND FUTURE SECTION ��� / e 100 '� --� U � DAYS BEFORE COMMENCING WORK. C ---f -- - New Storm Sewer Flow Arrow MOFFI TT FARM / \ \ ����` g N R 99 \ � �� pis o in Sanitary Sewer TWO A N.P. Existing S y Denotes Elevation and SECTION 0 98 New Sanitary Sewer J y 000.0 Approximate Pad Size M���� 8 N.P. Existing Contour N.P. Denotes No Pad Elevation _ 90.00' Existing Denotes Vindow Out., 91 - 0 000.00 New Pavement Grade _ _ L _ _ _ _ 6° Subsurface Drain (w/4" Lateral / /\ \ ���1� ` 9000 an / m • /;' '/ \ ♦�� -- -- __ 9a- oo' 00000 All Other Finish Grades 6 SUBSURFACE Corrected G r ades Swale DRAIN s c 000.00 or 54. oo Storm Structure Number l o o l l o o l l o i l l nonnicc R wirio Asnhnit Pnthwav 92 I 4.7r 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 TC BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALI SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOIN1 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 INTERCEPTE[ 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 C AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revisions 1. B.E.T- 09/19/96 REVISED PAD GRADES PER CLIENT 2. B.E.T. 09 -24 -96 REVISED LOT LINES FOR LOTS 130 -132 3. DCC 10/23/96: ADDED WALKING PATH & SUBSURFACE DRAIN. 4. B.E.T. 12 -10 -96 REVISED DUE TO CHANGE IN RIVER ROAD X- SECTIO � J 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 TC BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALI SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOIN1 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 INTERCEPTE[ 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 C AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revisions 1. B.E.T- 09/19/96 REVISED PAD GRADES PER CLIENT 2. B.E.T. 09 -24 -96 REVISED LOT LINES FOR LOTS 130 -132 3. DCC 10/23/96: ADDED WALKING PATH & SUBSURFACE DRAIN. 4. B.E.T. 12 -10 -96 REVISED DUE TO CHANGE IN RIVER ROAD X- SECTIO