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Home My WebLink About06070008.32�s I ILA -_ ; 1 9 I - — — — — - 1 111 1 W I I 3 yl E °' uj ca 0 - 1 �I y w W TE y � ' y � y y Q F �� y Z W 4 5• / U_�I Ali y y y i y y al CO Y y W m ST -08� Q p i) W I w 460 ♦/� y r t -- y y� - vJ ' 3 y L y y¢ Z N ,� C7 rn rn O y Js W.. ._� ,, t% 00 � y I L - - ■r !� r- � T ,. ,0� _- . -mm mmmmmmlmmm..m..mm CONSTRUCTION UNITS . o CO fi� - -- 17 I j.ha j Ia tI APPROX. PROPERTY LINE' - 320' OF 4" SUBSURFACE DRAIN. INLINE YARD DRAINS MAYBE NEEDED ='1 = _`T1 k "A1" -C '- TO BE INSTALLED; IF REQUIRED BY CITY INSPECTOR TO DRAIN OFFSITE "v" ;a4 I 6 �< r` LOW AREAS TO THE NORTH. CONSTRUCTION LIMITS VAJOLM LJAKLLAML R -11 1. W (Ld lVI_S7 I<AF) . I: �N5, °I 7t - . - i\j �4 J4 } _ ✓ t 2 I .xv � t � O " ,■ M y y W ✓1 I I n I o .QQ.7 > I t Hf =�K = Sri I . <. U) _ t5 X I II I I X' I ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M_E.G. MATCH EXISTING GRADE GIP CAST IN PLACE MIN MINIMUM ❑ CENTERLINE N/A NOT APPLICABLE CIVIL) CONC MASONRY UNIT 0. C. ON CENTER CONC CONCRETE OD OUTSIDE CIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT CIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE ® TRAFFIC SIGNAL M.H. 0 PIPE ELEC. ELECTRICAL READ REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV 2. IT SHALL BE THE CONTRACTOR'5 RESPONSIBILITY TO DETERMINE THE EXACT 1 -800- 382 -5544 SO SQUARE FT FOOT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION sTA STATION GUTTER FLOWLINE ELEV AREA PRIOR TO STARTING ANY CONSTRUCTION. CALL TOLL FREE PROJECTNO.: 2006 -0065 STORM STORM SEWER HT HEIGHT TYP TYPICAL HOPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD 6 /� /j�' I e, x SPOT ELEVATION ® PAY TELEPHONE 83t CONTOUR (MAJOR) FO FIBER OPTICS -- -° 8,31- CONTOUR (MINOR) G GAS E •- AREA LIGHT 1 E ELECTRIC 0k 0 AREA LIGHT 2 T TELEPHONE a UTILITY POLE W WATER E-- GUY ANCHOR SAN SANITARY SEWER TELEPHONE M.H. STM STORM SEWER ❑ TELEPHONE RISER CS COMBINED SEWER 91 TRANSFORMER U/G UNDERGROUND m WATER VALVE 0/H OVERHEAD 10 -06 -D8 FIRE HYDRANT- o CONCRETE BUMPER •e, DECIDUOUS TREE ® DRAINAGE M.H. EVERGREEN TREE IS SANITARY M.H. 0 BUSH © 2005 DeBoy Land Development Services, Inc. CURB INLET X FENCE ROUND INLET (24" TYP) --r SIGN ® SQUARE INLET (24" TYP O TRAFFIC SIGNAL POLE S CLEAN OUT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD DOOR CL, FLAG POLE "IT'S THE LAW" EXISTING BOUNDARY INFORMATION WAS PROVIDED BY WEIHE ENGINEERS ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, INC. DATED: 04 -25 -1990. PERMANENT SITE EROSION CONTROL LEGEND �19'.IGII y PERMANENT SEEDING EROSION CONTROL MAT AND SEEDING PER THE HYDROLOGIC DIAGRAM OF THE LAKE EDGE PLANTINGS (SEE SHEET C10.2) CONSTRUCTION ENTRANCE N�� HORSE SHOE RIPRAP (SEE SHEET C10.2) EROSION CONTROL NOTES 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 4. MAXIMUM LAWN SLOPE IS 3:1. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION NTH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 6. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. 7. CONTRACTOR SHALL OBTAIN A RIGHT -OF -WAY PERMIT PRIOR TO THE BEGIN OF CONSTRUCTION. DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY" V11 el Z oh � z�$ C o�, 'VIM� t h 1+ IA Q a m 0 LU Q a W Of a w O U � I LL LL Z I O W J 0 Q z p w Lu U) Q U) � Z � Q 0 LL� �Z � Z OW CL z D = � �o Z z � z � z I a I W � � � I W CLIENT NAME /� /j�' I ``11111111111 °... WOLFSON YOUNG CORPORATION OF PREFERENCE MR. RICHARD YOUNG _rJ M0Z; °H CO %oG%Z c� I� -Y � W � A •'�� 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 1111111100% INDIANAPOLIS, INDIANA46268 0 DATE DESCRIPTION (317) 876 -2300 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 4. I.N.D.O.T, STANDARD DRAWINGS AND SPECIFICATIONS. 9 -24 -08 CITY REVIEW 10 -06 -D8 CITY REVIEW S. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. w O U � I LL LL Z I O W J 0 Q z p w Lu U) Q U) � Z � Q 0 LL� �Z � Z OW CL z D = � �o Z z � z � z I a I W � � � I W CLIENT NAME WOLFSON YOUNG CORPORATION OF PREFERENCE MR. RICHARD YOUNG _ 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. INDIANAPOLIS, INDIANA46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2300 4. I.N.D.O.T, STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 S. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MLD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 2. IT SHALL BE THE CONTRACTOR'5 RESPONSIBILITY TO DETERMINE THE EXACT 1 -800- 382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. CALL TOLL FREE PROJECTNO.: 2006 -0065 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C61 PERMANENT STORMWATER POLLUTION 4 ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN PER INDIANA NORTH COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. STATE LAW IC8 -1 -26. ■ 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE PREVENTION PLAN UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 25 SCALE: 1" = 30' 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING SURVEYING COMPANY UPON COMPLETION — — — OF CONSTRUCTION. — — — — DWG; C'T:F: STORM 20LUTION 5 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG: C6.t STORM POLLUTION PREVENTION PLAN.dWg NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH PROJECT ENGINEER TO INSURE THE NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / SURVEYOR FOR THE DEVELOPER/ OWNER ARE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT 15 STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: R.C. BERGER BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE: Mondey,— October 06, 2008 9:39:31 AM MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS, SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAIO CRITERIA.