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HomeMy WebLinkAbout79-96.3L K J H G F E A N. W!IIIIIIIIIIIIIIIII �1- CD m 66 r< co Q U_ cv A • o v v i cn 3 O O C, I", ; �� Sae' 01- 8• Pv+c,•�475x I I `�- r� �1, 4�, II �,, I I I �•, 147.6`0.,.. a Ui cc 765.7 ` ; 1II i I I 91 I ~ 154 X`' II LLJ _712.2 ' 10' mw i �♦� ,� I1 I - - sT 8 148.08' 1 OF 18' RCP • 0.35B a r± 764 153 x 762.8 X s� . 9 j .` t 11 11762.3 �� f-, 1 ` PVC 151 \! , 4 i. \ '� ~� � \� !J t �t •� .2_ .6 vq� X\ II - - s`•'..... -.tea .� tf \ \\ tip. X 1510 774. 76 #4.\ t \\ �h� �� \ �? II,, X• -~ `�,II 1763.6 ' ` � `.•, '.� ';, .\ \ 111 , 761.5 X II r� \ , °125. hn, '1w f _ ',` ,r'r 4 136 I �,, -' 38 - - ., I� _ _fi EXM s 773.5 _ P" aanc - "• 108' OF 21•' . o.3oel I MATCH ., ' 7725 t SEE SHQ1- r -- f- 7 11-17 ,.'. . ,W OF w.. 137 -773.4 1W aF Zr RcP • am �� '� , , .� E�STiNG,.tECT1 N 7721 OR 24.43 L` N 141 7722 F - 140 6 ' 774.5 775.0 -� '' `' r 273:4 J .� .•- s a 1 142 X19, X 1 � 19 774.5` X3. �/ ♦+ r b� or. k1WAPM= A 1k 01 a► t• H I ts ', ,; � f • � , 445 i L" �,. X ': 77.9 _.., 763.1 ii I tti ,� ' j t « ; `� f 4,\ ``� --.\ �'• t ! _-� �• �' -., °, _.._. ":'�' 1 \ \yam... .��_ �,� .• . �,, � � r \ � �..�.._. -..._ �` � , ,`��� , ��,,�, \ �_� \�1y 77',5 .�9, !'' 14 \ �, ., ,7,56 II 147 _x- 770.8 II N 1 N X 1< I LLJ _770. v. II I •+ COMo' _ i I _ AREA DURSE •' -- ! °"`fin. \ ..'- r.,"`.�'�. '�- •�..__`.�- -'",�_ • A ''.tip �� \•��� _ � � ._. .�_. ._._�_.... Y.....- .._..� -__•- l" � ��� II • ._-- _______ - y` .7 (I 1 40' BL 7624 \\ '� 7627 `� \\��,�� �'` �'. -�� \ �,• X \ �, �. \ \ \ i 1 73.69' -------------------- - - - - -- -- - - - -�- -- - - - -- - - - -- - - , \ - -- - - - -- .• 40r, 59.2 �• EXM 27• SANITARY ' f F: .._-.-. - �••= °...,..... _ 71P- F f 7726 ' X .� 1� n � x �. 776.9 I j - � •l �f R x x / -- -- - - - . X 766.2 _ -_ ��- -$ ;' it ___ µ ti`y t' 3 � \ of �''\ ._ s *. ..,4 - ..�`s..'� -�� - �.-... -. T�1� `,� °:� ----^••. -. _ ____.._.._.._....._,.i � . �_� ��,�'_'. - 2 1 3 1 4 5 1 6 1 7 8 9 1 10 11 GAS ELECTRIC INDIANA GAS COMPANY PSI ENERGY 15900 ALLISONVILLE ROAD 1441 N. GUILFORD AVE. NOBLESVILLE. IN 46060 CARMEL, IN 46032 (317) 773 -0430 (317) 261 -8296 TELEPHONE STORM SEWER INDIANA BELL TELEPHONE CO. CITY OF CARMEL 5858 NORTH COLLEGE AVENUE 11 FIRST AVENUE N.E. INDIANAPOLIS, IN 46204 CARMEL, IN 46032 (317) 252 -5878 (317) 846 -7316 CABLE TV STREETS JONES INTERCABLE CITY OF CARMEL 516 EAST CARMEL DRIVE 11 FIRST AVENUE N.E. CARMEL. IN 46032 CARMEL, IN 46032 (317) 844 -8877 (317) 846 -7316 WATER SANITARY SEWER CITY OF CARMEL CITY OF CARMEL 11 FIRST AVENUE N.E. 11 FIRST AVENUE N.E. CARMEL., IN 46032 CARMEL. IN 46032 (317) 846 -7316 (317) 846 -7316 UTILITY HOTLINE: WITHIN INDIANA 1- 800 - 382 -5544 OUTSIDE INDIANA i- 800 - 428 -5200 the ate and location of utlltiee am per plan and location. tinw respective utility companies. AN utlity oomponNs shall be nothW prior to any excavation for field location of eerNoee. 12 , E v 13 MOM M=M SAYS GENERAL NOTES IN ( 46226 -0068 Existing Sanitary Sewer - GIs • US New Sanitary Sewer Geology 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Da 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO All Other Finish Grades Q VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO �» Structure Number HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR' now AmoW RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS Denotes Elevation and UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORI 000.0 WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN - - - - - -- - I - -- 6' Subsurface Drain W/ WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, ' W OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD MFPG =000.0 Denotes Minlmun Flood BEFORE WORK IS STARTED OR RESUMED. Protection Grade 11400482=5544 ` - 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. CALL TOLL FREE 1�8004284200 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES FOR CALLS OUTSIDE OF MDIANA I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH PER NIMA STATE LAW IS•-69 -1991. GRANULAR MATERIAL IT IS AGANST THE LAW TO EXCAVATE ASSUMED NORTH 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER LACA110N mm Two m imm SCALE: 1 a -5O' INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. DAYS BEFORE COI#ANCING WOW ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 40 THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT Ti BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JON CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR BENCH MARK LESS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. WEST OF CENTERLINE OF RIVER AVENUE 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED AND 18' NORTH OF THE CENTERUNE OF IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR 131st STREET STAMPED 95 -RHP 1951. WORKER Ste. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. ELEV.- 751.46 T.B.M. 1 CUT "O" SET NORTH RIM OF HARRISON MONUMENT ® 126th STREET AND RIVER AVE. (S.E. CORNER S.E.1 /4 SEC. 27 -18 -4) ELEV.- 747.05 LEGEND NOTE: SEE SHEET 0101 FOR STORM AND SANITARY STRUCTURE DATA 14 15 Reddens No. -at 920350)d STATE OF i '��flllllllll \ \\ CERTIFIED BY M mme MO THE KIM MW MO Ca10% wITmED HM ARE 11E E>E1.IISIVE 0111=31K PROPERLY W 9011 EIIOIEDW OORPORAM MO ME NOT 10 BE USED OR REPRaO M N ■TOLE CR M PART. WMIT W Mum OON5E11T OF witni1t 040011" COMMA7M ©19%. Schneider Engineering Corporation !alb :• ii i 3020 North Post Road Existing Storm Sewer - WMNMN41w� - Newl�torm Sewer 46226 -0068 Existing Sanitary Sewer - GIs • US New Sanitary Sewer Geology 000 Existing Contour ® New Pavement Grade ® All Other Finish Grades Q Storm Structure Number OSanitary Structure Number �- now AmoW Denotes Elevation and 000.0 Approximate Pad Size - - - - - -- - I - -- 6' Subsurface Drain W/ 4" Tee service W Fire Hydrant W /waterline MFPG =000.0 Denotes Minlmun Flood Protection Grade NOTE: SEE SHEET 0101 FOR STORM AND SANITARY STRUCTURE DATA 14 15 Reddens No. -at 920350)d STATE OF i '��flllllllll \ \\ CERTIFIED BY M mme MO THE KIM MW MO Ca10% wITmED HM ARE 11E E>E1.IISIVE 0111=31K PROPERLY W 9011 EIIOIEDW OORPORAM MO ME NOT 10 BE USED OR REPRaO M N ■TOLE CR M PART. WMIT W Mum OON5E11T OF witni1t 040011" COMMA7M ©19%. Schneider Engineering Corporation !alb :• ii i 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architectu; 317- 898 -8282 GIs • US 317 -899 -8010 Fax Geology A Partnered Entity with Bohlen, Beyer. Gibson do Associates, incorporate PLUM CREEK DEVELOPMEW COMPANY LLC PLUM CREEK NORTH SECTION 4 HMTON COUNTY, INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 8/16/96 904.14 PRC Computer Piles Sheet No. ,k \904\DWM \14 \C102 W. 14 W: (C11®2 XRff-T0PW 0 AU- J:\904\DWM \11 \90411DEV XFU-. Jk \904\D1NGS \13 \90413PL