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HomeMy WebLinkAboutLot Location MapMI L I K I i H G F I E I IIIIIIIIIIR111 C B A U i U QD 1. ALL GRADES AT B"DARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO Lr) VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO 2;- C THIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRAC TOR'S ELI RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS M UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE L INLE T 4 WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN flU TrLE OWNER AND THE ENGINEER OF ANY CHANGES, wRi PING, THE OF 2�1' RCP 0 0.30%- V OM LRR ISSIONS, OR " ORS FOUND ON THESE PLANS OR IN FIELD 7-- 772 30' OF, 24' R (CO QNSI VAR ENTRY) BEFORE WORK IS STARTED OR RESUMED. (6unLOCK A --- I 59 D2MI, 'T 850,84' ?=k IF 73-22' WAY' ESMT. . c`� -JIIIIIIII0. AIIIIIIIIII -JNM' J11IIIIIIIIIIIIII� _Jwl -All =W. _Ml -ANEW. -M 3710- wil, 3. STANDARD SPECIFICATIONS FOR THE CITY OF C 154 1 SANITARY -- - --- INDIANA SHALL APPLY FOR ALL CARMEL 7C-751 .3+00 69 SEWERS AND STORM SEWERS. 2"T�' 4+00 30' OF 1r RCP 0 .30% 10+ 98.18 9+00 8+23.1� i8+Oo ----------- a- 7+00 6+09HAIC lIMPER R �400 2+00 PT PC 14 02 to #OD A E E. �PR ��LET '02 2�. 49 774 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES • 10+38.18 '755.70 754. 5,21T U-) RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH H. 55 + 0+ ? "'1 GRANULAR MATERIAL. L T( 11 11 ol 9U.UU A 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER - 130.00' 140-00, 902 TC=M.20- -10.00' 775:44.:6� 118,50' 61.96 17.00, I 010 'N _ _L7 I TC- 755.30 `LQF 6LPKr 0.45% L7544 TC=754.00 -,,L42L, - - __L INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. __261� - - k�36) TC-755-OC Zo� _L 3W OF 8' PVC 0 0.40% M, Q3)4 15' DU&SE ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY 15' DI I 161`,��(1_31 -5 DUI &Z f 115' DU&SE 15' DU I I ­', EXCAVATION FOR FIELD LOCATION OF SERVICES. 30' B L 755-0 7715M X B.L:--/ /55.5 755. NI 30' B-LIQ 756-,2--" 6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4* 'U-> FROM TOP /M. THICK AND 4' IN WIDTH. 36 Ln 140 64 137' 135 139 8 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. J g 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 9 . J - . SIDEWALK 1 1 , INTrAPSECTIONS AND BETWEEN WALKS AND PLATFORMS I \� 1\ LU I I . P I -::> SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, V) ® W r 150-00 160 CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR ; I I o / I WI f LOODWAY F r ZZ LESS. Ln => I C:) 00 r C) FRINGE 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 1 5 STATE STANDARDS rl_ U-i CONFORM TO APPLICABLE LOCAL AND U-) 52 - U&SE -/1C 10' DU&SE 15 D 01, r) _J -sag 114 / 8 _ _ _ - - _ _ . 17 L S SITE TO BE PERFORMED g .6 153.1 `,A-Mi L5L QU_&SE (Z5 10. ALL CONSTRUCTION ACTIVITY ON THIS 3 $ ' 9U.W 4 bW 90-T" 90.owcr OA 2;r 753.9 __J IN COMPLIANCE WITH APPLICABLE O.Sl STANDARDS FOR 9022 -753.00 72f OTC- 752_�( .0 TIC - F WORKER SAFETY. o it 8 IM 0.1 - ­ - C777 00. 15 DU&SE /54.0 7 . -11) - In 60 1 15' D FIELD TILE 10' II&SE IKO� IT RCP ii. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES i6o / \ / M.E. .00, U E 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY 7 a CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED 7544 OR LAKE. THE 50, � i iF - I . TO BE PERPETUATED INTO STORM SEWER SYSTEM UJ TOR SHALL NOTIFY IN VOTING THE OWNER AND THE YARD DRAIN J _1d (f) I SUBCONTRAC => (=> I my CIRCUMSTANCES WHERE THIS CANNOT BE 0 TC=749- C� ENGINEER IN U ACCOMPLISHED. U-) U') -7- H.P_ 3.6 �8 110 115 It 1 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 11 le . V, I 81 8 131 DRY DENSITY (ASTMI D-1557). FILL V) PERCENT OF THE MAXIMUM 9 _j 0 AT LEAST 95 C6 UNDER THE FOOTING SHALL BE COMPACTED T => C:P PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 31 1321 MDTH 81. 755- -U, 1331 160.00 0 1 00. 122' BENCHMARK 34 2� 1 H 8 160 130 lc�l / I � I TBM #1 TC=750-50 190' OF 12* 1 6 RCP 0 0.30% 10 D &SE 761 __F 755.3 USGS BENCHMARK - ._,l POST ±1' ABOVE GROUND -k59 755. DISK STAMPED "95 REP' IN CONCRETE A 141) 15' DU&SE 0' B.L. 7555 ENT�Y AT THE NW CORNER OF 131st & RIVER ROAD. U-) ESM T. -7- ---/--15 U&sE WAY 751.46 116 V) 7_ V 12- RCp ELEVATION 4&76' 421.5�1' 00 YC => .11k I_ 1� 01 cr, 3.4 22! = 753. 00 4.56' Revisions 2.5 BROW + - PAD GRAMS PER CLIENT U.J 6 7 B.E.T. 09/19/% REVISED Ln I - 150.26' T =7 4+11 M 4+00 r S 130-132 61 1.- _Q I M�] SUBSURFACE DRAIN. _2+6 2 2. B.E.T. 09-24-96 REVISED LOT LINES FOR LOT a 10/23/96: ADDED WALKING PATH 83 0 25 755 754.62 2 751 3. E -SECTION 59' OF 8" PVC 0 I.A - COU 4. 8•E.T. 12-10-96 REVISED DUE TO CHANGE IN RIVER ROAD x C6 PT 1401991+00 69-56 T PATH PER CARMEL COMMENTS M.E. A-�2 - 52.2 PC", J 5. B.E.T. 01-29-97 ADDED SWALE BY ASPHALT G �4.W ? Pi 753.70 %0 TC= 7 754 4 7 Ret/ 3 C�q <\ 00.4 .001 20' DU�SE TC-7 38' 65. 4.56- cr 1 1 \\ 12 108 50 755.5 30' 15 DU&( ;E "0 16 .5 'Z K /---"'FUTURES TIUN'4 1') 117 c1l 6 20' DIJ&S 10 7 .1,irz, r I -Z F RM 755.0 30- B.L. 3o' ENTRY Ln WAY ESMT. V MOFFITT % \\ I(W// 125 SECTION WO B d! C 128 84 Jr 'Its F ��\ \ \ ` \ V \,� \ 1IC- 750-00 NZ7 756 A \ f 744 Tc. 51-�o W 89 172 ___1 S. _�/ U) ---- 11 ell 10 -.1 Q_ X - ) I 'lu cn C.) Yl 118 1�j 11.1 111, 1 A 10 20 04 X ASSUMEDNORTH \ `�� %1`� _ ` �; 1 15 � \ / �o�' / F.5- 432 15' N \J 55 21' ISCALE-,., 1 W 2 1 0. 500028 F 53.6 ��T754.00 6 00 1 9 31' OF 18- RCP 0 0.30y 10 :,;611 r, '% )5%.. STATE I OF 85 IZS I �,) 0 1,')4.2 74 _7 E ee 743 \ �> / , "I - _ r 2 2y" 90-01, TC-754-20 I Co RCP DG&SE '--.!&Dl 0t"' 105 74' ... ........ 62 750 AL 119 DU&SF i57 747 75.o2, - t < c.d !! 42 do - \Air, b i 75D- 106 U&SE .' III Ir' 1. W C:) C-) 0 CERTIFIED 8 01 7_ 120 EY SAYS C _ hz, M ORAWC W THE IDE4 DESIGNS W CONCEPTS CMTMC DON'T HEREIN ARE YK EXCLUSIVE imM.LECTUAL PROPERTY OF SONEIDER U-i 86 121 5 54-60 1 EKKERW CORPORATO AND ARE N07 TO BE USED OR REPRODUCED D TCf IN IHMI OR IN PART, TAWI THE YNTIEN CONSENT OF SDIKUR X C� J IS .0 19111-- 1 1_�. /Z DIG ENMTRNG CORPORATION. Ll T _­1 30' 8. 1. 122 I IN ©1996, Schneider Engineering CorpOrOtiOn 41 C 13LIND lCm751.50 105 123 er W Ito, 15' D1 N.P. IF 419 or, I I ..W N.P. I al C) NONE "2*�7ll P 4 124 1 WWI" v J0, ��l.lff l� r 100' OF 0.1 90. U/ 740 tO TC= 754.70 PC 44 15 DU&SE N.P. 740 100 7_42 41 ;3 90,00. N I 30' R.L. ell, Y 9( 00. __ I I. �AES�4 0 �LDQ&__SE� 1i I 1 r 1 1 i 104 ration C 69.90' f �A �01 1 J In800=382n5544 3020 North Post Road Engineering Q� ul CALL TOLL FREE C�i Indianapolis, Indiana Surveying 30, 748 87 A Landscape Architecture 11 111 1 -,05, . JIIIIIIIII I I ImSOO=428=5200 46226-0068 7AQ 03 437 .15 1 + od- /K Adt'OUTSIDE OF INDIANA 317-898-8282 GIS • US 1 317-899-8010 15' 0+1 FOR C N.P.i U&SE 14 Fax Geology 30, 260 or hJ: TEI" \ \� / / , �� ; c� X F-46 45V 102 90.00, \ \ ♦ IS AGAINST THE LAW TO EXCAVATE N_P_ 67(Je�!IL' Q. 9, ►IJ-28' VATHOUT NOTIFYING THE UNDERGROUND A Partnered Entity with Bohlen, Meyer, Gibson Associates, Incorporated LEGEND 50 9' 101 LOCATION SERVICE TWO (2) WORKING 0, 4J8 C-753. 0 DU& N.P. 15 DAYS BEFORE COIMNCING WORK. Existing Storm Sewer LEGEND 100 BDC/CARDIANL ASSOCIATES, LP. B FUTURE SECTION N.P." THREE MOFFITT FARM AT PRAIRIE VIEW, SECTION New Storm Sewer Flow Arrow 99 MOFFITT FARM 3 ENT NT CARMEI, INDIANA N.P_ ES T Existing Sanitary Sewer Denotes Elevotion and SECTION TWO A 98 NY.)— DEVELOPMENT PLAN New Sonitory Sewer 000.0 Approximote Pad Size Existing Contour 95.65- N.P. Denotes No Pad Date Project No. Drawn Approv. 09/16/96 1065.13 DCC Existing Elevation Denotes Window-Outs New Pavement Grade 91 .00. Computer Files A T 6" Subsurface Droin (w/4" Loterol) 18 J.\106 Dr 3 101.DWG 0_O 8 W \C FOO .0� C801 t I 'I I SE �Dl G �� ®Jl All Other Finish Grades E AIM XREF: 6' SUBSURFACE XREF: 1065TOPO.DWG .06' XREF: 12ABASE-DWG 9 XREF: 12MASE-DWG (000.00) Corrected Grodes Swole DRAIN Ij + 17 .Ji) SE.DWG 54. 24.71'L XREF: 138BA Storm Structure Number 92 1 11111111111 I Denotes 8' wide Asphalt Pothwoy Sanitary Structure Number 15 NMMENWNM� (a - J. k 10 __T__ 11 1 12 13 14 2 3 4 5 6 7 8 9 - D 757.0 74 73 V) 75 L0 +