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HomeMy WebLinkAboutLot Location MapM L K HOLEY MOLEY SAYS " DON'T D10 BLIND " 1- 800 -582 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO 8' 3' VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO PATH WALE Existing Storm Sewer THIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S M RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE --�-- New Storm Sewer WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN THE OWNER AND THE ENGINEER OF ANY CHANGES '`- `''•= - ' ; ����em - BENCHMARK WRITING, OR ERRORS FOUND ON THESE PLANS OR IN FIELD 6" MIN. DEPTH TBM #1 OMISSIONS, 6" SUBSURFACE USGS BENCHMARK Existing Sanitary Sewer BEFORE WORK IS STARTED OR RESUMED. DRAIN DISK STAMPED "95 REP" IN CONCRETE POST ±1' ABOVE GROUND 3. STANDARD SPECIFICATIONS FOR THE CITY OF AT THE NW CORNER OF 131st do RIVER ROAD. _ _ New Sanitary Sewer CARMEL , INDIANA SHALL APPLY FOR ALL SANITARY S WA L E AT ASPHALT PATH 1 ELEVATION = 751.46 ` SEWERS AND STORM SEWERS. c1D1 Existing Contour 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES L RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Existing Elevation w/ description GRANULAR MATERIAL. ASSUMED „NORTH New Pavement Grade 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER SCALE: 1 = 50 INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. \\ \ \ I _ 1 1 ` �\ \ �� \ ` 1 / ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY PER INDIANA STATE LAW IS -69 -1991. \ \ \\ / \ \ \�� \\ \ \ \ \ / ' \ \ 1� All Other Finish Grades EXCAVATION FOR FIELD LOCATION OF SERVICES. IT IS AGAINST THE LAW TO EXCAVATE \ \ \\ / \\ \ -- / 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" WITHOUT NOTIFYING THE UNDERGROUND ` \ \\ 63 \ \ \\ \ 1 1 �° ,� -- \ 1� \�� \ �� �� �- �'C (000.00) Corrected Grades THICK AND 4' IN WIDTH. LOCATION SERVICE TWO 2 WORKING \ \\ \ °� I / \ F COMMENCING WORK. \ \ _ `\` 1 ' I ° 107 � � 1 ` \\ \ \\ \,v \ \ 118 / / /� 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO DAYS BEFORE COME \\ Tc- \ , 111 , I �, / /1- K 0o Storm Structure Number \� 421 111 � 1 ►� � \ \ � \\ \ \\ � � / j \ . BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK Sanitary Structure Number 11 y INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK \I I 11 II I II 1 I I 1 / \ \ \` \ \ \ / / / SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, 1 1I I I I III I I 85 I / / \ \� \ / / / FIOW Arrow CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5 �I 11 62 I 1 11 II III I I ,1 / / \ \ ` \\\ \ �j INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR 1 I 1111 I 1 .- � � .� r \ \ \� / AKE � 111 1 1111 I II � 1 , -- - 1 J II I I I I I� 1 1 I I EXISTING OOL = 746.0 � 111 1� � FUTURE SECTIONI 1 FLOODW� _ 1 _ � � 1 MOFFITT FAR 1 FRINGE = L E V. = 747.3 ____ -_ _ = �\ / III 1 11 I I SECTION T B 1 � - � �-,= _ � I II I II IM I 86 1 - 733.0 i I� IM I I W G F E 0 C1 \ co 1II� M B 1 III 0 M N I I I ° A LJ ,� I� I CD 3 M Ln CD O CV lr) i X � 119 /A Denotes Elevation and 106 \ \ \ \� / / / ppp.0 Approximate Pad Size 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO / CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. J 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 6 Subsurface Drain IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR .���/ / \ `\�\\ \ \ \ \ �j� / WORKER SAFETY. E 000 0o --`� ��j / ��\ \ \ \ 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. Swale `w) 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED 1 TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE Denotes 8' wide Asphalt Pathway 105 \ \ \) \ \ \\ \ 7�`� \� SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE it WSJ" �% ■ .. � '+ / / \ \� \ \ \\ \ \ \ %� / _ ! ACCOMPLISHED. H �•t EXISTING SECTION / \ \, �� \�., 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 DU &SE 1 , '� _ PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL �.'f •- j4g0� \ \_\ / .° m � � is • � � �i' \ \ \�e \ \ \\ \\ ` �• ��. � � _ • MOFFITT FARM / \ �. - - --r UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 1 1 \ \ 4 �-� ~ � PERCENT OF THE MAXIMUM DRY DENSITY ASTM D -1557 . � � � � �'' - / - DE 5j \ - 4T 3 ° g SECTION THREE / 104 ��� - ( ) 97' °R \i �_�� ��_ 749.3 - ''c,, �'ci I -J 1 / / / \ \ `ti+r i �► ` = Revisions ° \ ��B / \ \ �f ` 1. B.E.T. 09/19/96 REVISED PAD GRADES PER CLIENT o o I 87 �� \ j9 / / -� `i( a� �- _ 2. DCC 10/23/96: ADDED WALKING PATH do SUBSURFACE DRAIN. N /� `� \ / / .�` a = ` _� _ 3. B.E.T. 12 -10 -96 REVISED DUE TO CHANGE IN RIVER ROAD X- SECTION � 4. B.E.T. 01 -29 -97 ADDED SWALE AT ASPHALT PATH PER CARMEL COMMENTS 60 ,� ` Z _ 5. DCC 09/10/97: STREET NAME CHANGES PER CLIENT. / _ %� _ / \ \ // S�0 \ \ 1 " w I 75� 1 ?6 ••••. ^ / / / / 103 \ `` ` I i _� i �- / , "" 60 1 s N •�•,: / / / / _ ! = 6. MG 02/8 REVISED PER CARMEL LETTER DATED 01/16/98 C, 9399. 102 I 15o• - 758-01 \ X99• 101 / - / 61 100 , 88 i, 30 . B �� \ 420 , �s \� / 1 750.0 TC=7 .50 I "� xi, W# - r! I I IN I I 58 ^ � ��6•\S � &SE 67' of 8� PVC 0 0.4 � > >S �o" •i� � / I I o o 55' R +0 0J 3+� 31.68• \ - - �� , '� lJpx47 \�; \, �S6o // 89 F 1415 I I 16i l' I 7555 17. � h S► / •� I U, T 757. ONO* 2+00PT 1+99,86 728 JTD'� 730 SSS / I ,5 ; _ _ �. '4F I 427 � I55.38 - 30 61 95 2 TC `� _ /,� � ��' �� � , � I \������aa�►�uuumrnrruii /�� 1 \ \ -r cr 5 ' QCs 5• 119' 0 ? I53 g ,SS 91 /O �. • ` _ K. S f �j'��'ii /g o / 1•�• 6 SUBSURFACE NOD \\ \ \ 31.6 0 0x -�, 3C' o• / � •••• �-!- 424.91' 8 152, 8- P�2979 �TC =755.0 155.7 89. 4.8 419 S 2�i� ,5 � PC 6791 �S4 :� B�. /`O / �•••••� DRAIN 1 = NO. -°�5Z 425 -_ _ P o .45x2 0� i o 9+00 ]SS / / •1••• - _ _ , C101 = 9500028 I _ \� i 30' 15 �� &SE - D "' \ '8 / 92 ••• - - _ _ �0 `•. STATE OF 4, 57 ter, PT ;2- Sq g �, � B.C. / 81 •1 _ _ _ '• • <v � E f_,- X97 / $ 6T ��.. %�'��(`' /N P �� 01 AN: \ �� c 158 158 VA o V 0 758.0 �� 0 ���s V >l •�•1����� - %.SS�4NAL�` $ �so 56 55 54 15 °� E s ?' _ AREA T� �• •i ►rnrr���� O� 1 1 3 X56.0 _ ��,,a �ss� \ •8 �1 EI%f 757 91.2 • - Q \ \ \ `` 250.01 I ` % l �' _ 1 L I , ` 8 p O Q 1 , ° h �U CERTIFIED BY J \\ 5 50 - DSO,p► - _ _ 75 1 I �- I 52 56. \ \ `J °9`99 �SSU �' \ \ U FQ �-' 51 ,56t7�'\ \ 406 `�j`,9 , 'S \ \S "�,i 94 0 ARE THE AND EXCLUSIVE TIUECTTUAL AND CoNWTS PPROP TY OF salmi \ J CORPORATION \ DIG CO AND ARE NOT TO BE USED OR REPRODUCED \\ \ \ \ 15 } / �' sic ?6 Y IN MOLE OR IN PART, INTHOUT THE WaTTEN CONSENT OF WINEIDER D ^o /� ENGINEDW CORPORATION. N � 93.60' - - - 749.0 93.0' 7493 - - _ 50 �¢o ,A, �ME� 95 ©1996, Schneider Engineering Corporation _ -_ 99.50' J0, .0 749.3 i \ , \ 4 Lir ME o � .4 Sdmeider f 05 54 / • 90.09, \ 9000 Coipora � 717 PC on 4+�ti• 56 4 +0p _ � 48 - TC =754.1 c 7S UO 6 428 � W PT 2 754 \ 3020 North Post Road Engineering �sS.S D��f �/� I4.40 -4 Indianapolis, Indiana Surveying / �/ I54,70 HP 2 46226 -0068 Landscape Architecture - III/ EXISTING SECTION 1 / \ ,� \ ,/ 317 -898 -8282 GIS o [IS / MOFFITT FARM I / / 47 / 75 �h`• � 8- �- 7541j 317- 899 -8010 Fax Geology X \ 7 / ` S 1a 4 X64 SECTION ONE I / \ \ �F����s l l 30' 8:c.'�5 6 5.5 429 A Partnered Entity with Bohlen, Meyer, Gibson rx Associates, Incorporated 1 / / 38 LAKE \ \\ o / 45 �55S \ \ o BDC /CARDINAL ASSOCIATES, LP. B / /'v / I / / \ // \•,� MOFFITT FARM AT PRAIRIE VIEW SECTION TWO A //� 37 l/ \ MF \ J x - CAROL INDIANA N R M A L POOL - 746.0 \ / � -� \ � / \ � � � DEVELOPMENT PLAN 100 YEAR ELEV. = 747.3 I I� I I \ \ / ��� \ / 39 / ISJO LOCK BOTTOM - 733.0 I I F f ri ` \ / \ _ &5 - : Date Project No. Drawn Approv. Dt �. \ 407 \ \ / 40 / / // \ E� ` - - 0 09/16/96 1065.12 D.T.R. 7 \ \ �/L \ \ \ �- es. . ' r /�� j 1 �\ \ \ \ / / �/ / \ \ \ 3? tiR Computer Files Sheet No. A 1 \1065 \DNGS \12A \C101.DWG I I I I II `\ \ \\ + `�\ \ \ \ / / / \ \ \ XREF: 12ABA1SE,A 2BBASE, 13BASE, III I 36 \ 1 '11\ ��• \ \�. \\ �\ / 41 // \ \ » » / BASE (Cl®ll RI rk » » I ( I I ` �\ �� TING SANITARY SEM�R \ \ \ \ \� �\ \ \ � �� / /0I \ �L�CK D >aS -� \ / \ 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 12 13 14 15