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HomeMy WebLinkAbout06070008.26848. E 349.14 348.64 349.13 348.63 49.21 48.71 8.31 7.81 8.53 8.03 ME 845. ( I I I �L - -- 835.1 830. CROSS SEMION -A- 55.0 825, 0 +00 I -t- U U I• e X5.0 X0.0 35.0 M • 25.0 1 +74 PROFILE VIEW: POND CROSS SECTION -A- 855.0 850.( 845.( :MI 835.1 • 825. 0 +00 I 853.27 T. 0. W. " 846.00 B.O.W. I. I RE-DESIGNED POND m b6 TOP OF BANK ELEV: 845.00 OF PREFERENCE :3 2 100 YEAR ELEV: 844.07 m I O 4.25 INCH ELEV: 842.93 © PAY TELEPHONE ADJ 10 YEAR ELEV: 842.7D HORZ HORZIONTAL IlO z 2 YEAR ELEV: 842.10 �AF ALT NORMAL POOL: 841.18 ID INSIDE DIA -831 CONTOUR (MAJOR) PROPOSED RETAINING WALL FIBER OPTICS APPROX APPROXIMATELY INV EXISTING GRADE 1 CONTOUR (MINOR) X -" GAS ARCH ARCHITECTURAL M.H. MANHOLE ❑- PROnOSED GRADE CONNECTS ELECTRC s i n A TO EXISTING GRADE 1 8. I I I n T PROPOSED GRADE CONNECTS BUILDING BOTTOM MECHANICAL EXISTING DETENTION POND TO EXISTING GRADE PER OWN R /CONTRACTOR FINISHED GRADE EXISTING GRADE NORMAL POOL: 841.18 15.0' BOTTOM OF EXISTING UTILITY POLE DETENTION POND SAFETY SAFETY IS 2 TO 4 FT BELOW NORMAL POOL, LEDGE LEDGE PER OWNER/CCNIKAUILIN 15.0' 15' 4:1 SLOPE 4:1 SLOPE SAFETY LEDGE SAFETY LEDGE MINIMUM E__ 4:1 SLOPE 4:1 SLOPE SANITARY SEWER Z CENTERLINE N/A NOT APPLICABLE 1 TELEPHONE M.H. STM Lj CMU CONC MASONRY UNIT O.C. ON CENTER 825, 0 +00 I -t- U U I• e X5.0 X0.0 35.0 M • 25.0 1 +74 PROFILE VIEW: POND CROSS SECTION -A- 855.0 850.( 845.( :MI 835.1 • 825. 0 +00 I 853.27 T. 0. W. " 846.00 B.O.W. I. I I tuu 55.0 9909 rims" 40.0 35.0 30.0 25.0 1 +74 PROFILE VIEW: POND CROSS SECTION -B- NORTH ITE GRADING PLAN - SCALE: 1" = 30' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOM 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 FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL RE-DESIGNED J-- I m b6 I OF PREFERENCE :3 2 I I m I O I © PAY TELEPHONE ADJ 10 YEAR ELEV: 842.70 HORZ HORZIONTAL IlO z 2 YEAR ELEV: 842.10 �AF ALT X01 ID INSIDE DIA -831 CONTOUR (MAJOR) PROPOSED RETAINING WALL FIBER OPTICS APPROX APPROXIMATELY INV EXISTING GRADE . CONTOUR (MINOR) X -" GAS ARCH ARCHITECTURAL M.H. MANHOLE ❑- PROnOSED GRADE CONNECTS ELECTRC s i n A TO EXISTING GRADE 1 i I I I I I I n T I I � I , f I I 1 � I I tuu 55.0 9909 rims" 40.0 35.0 30.0 25.0 1 +74 PROFILE VIEW: POND CROSS SECTION -B- NORTH ITE GRADING PLAN - SCALE: 1" = 30' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOM 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 FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL RE-DESIGNED POND HANDICAP b6 TOP OF BANK ELEV: 845. CD OF PREFERENCE �� 2 100 YEAR ELEV: 844.07 0 9510 -1 ROSS LANE 10 -06 -08 4.25 INCH ELEV: 842.93 © PAY TELEPHONE ADJ 10 YEAR ELEV: 842.70 HORZ HORZIONTAL IlO z 2 YEAR ELEV: 842.10 �AF ALT NORMAL POOL: 841.18 ID INSIDE DIA -831 CONTOUR (MAJOR) PROPOSED RETAINING WALL FIBER OPTICS APPROX APPROXIMATELY INV EXISTING GRADE 831 ......- CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE ❑- PROnOSED GRADE CONNECTS ELECTRC BEG BEGINNING MAX TO EXISTING GRADE 1 0­0 AREA LIGHT 2 T TELEPHONE NORMAL POOL: 841.18 BUILDING BOTTOM MECHANICAL EXISTING DETENTION POND PER OWN R /CONTRACTOR 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST 15.0' 15.0' UTILITY POLE W SAFETY SAFETY CALIPER M.E.G. LEDGE LEDGE w 4:1 SLOPE 4:1 SLOPE CAST IN PLACE MIN MINIMUM E__ GUY ANCHOR SAN SANITARY SEWER Z CENTERLINE N/A NOT APPLICABLE 1 TELEPHONE M.H. I tuu 55.0 9909 rims" 40.0 35.0 30.0 25.0 1 +74 PROFILE VIEW: POND CROSS SECTION -B- NORTH ITE GRADING PLAN - SCALE: 1" = 30' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOM 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 FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP b6 iii■■■; OF PREFERENCE �� 2 is 0 9510 -1 ROSS LANE 10 -06 -08 SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL IlO z S. TEN STATE STANDARDS �AF ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT -- ---- 831 ......- CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE ❑- AREA LIGHT 1 E ELECTRC BEG BEGINNING MAX MAXIMUM 0­0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL w COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. U_ 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE '"0_, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE p w Z CIP CAST IN PLACE MIN MINIMUM E__ GUY ANCHOR SAN SANITARY SEWER Z CENTERLINE N/A NOT APPLICABLE 1 TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER ID TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA FiE TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR vN WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG CD O Z 0 w Lo p FIRE HYDRANT ===CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE w DEMO DEMOLITION PVMT PAVEMENT 6' DECIDUOUS TREE ® DRAINAGE M.H. DIA DIAMETER R RADIUS o 6 EVERGREEN TREE ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE Q BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REQD REQUIRED -T- SIGN ® SQUARE INLET (24' TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY 0 TRAFFIC SIGNAL POLE S CLEAN OUT Ex. EXISTING SAN SANITARY EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR FLAG POLE SPECS SPECIFICATIONS L FFE FINISH FLOOR ELEV m FT FOOT SO SQUARE EXISTING BOUNDARY INFORMATION o GUTTER FLOWLINE ELEV STA STATION WAS PROVIDED BY WEIHE ENGINEERS uj STORM STORM SEWER INC. DATED: 04 -25 -1990. w HT HEIGHT TYP TYPICAL IY HOPE HIGH DENSITY D_ POLYETHYLENE VIF VERIFY IN FIELD SITE GRADING LEGEND C. 0. NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET NEW PIPE END SECTION 99.58 TOP OF CURB ELEV. NEW SPOT ELEVATION 99.08 GUTTER ELEV. NEW GRADE NEW GRADE BREAK LINE GRADING NOTES GRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. S.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6.TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT AND TO CITY STANDARDS WITHIN THE RIGHT -OF -WAY. 7.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. &CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. 9.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGE`.; OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 10. CONTRACTOR TO FIELD FIT ANY AND ALL SWALES THAT ARE CONNECTED TO THE EXISTING DETENTION POND. HOLEY MOLEY SAYS "DIG SAFELY' DETAIL SPECIFICATIONS ORDER C1� o. ........ U- � b �2� �0 Z� z Qt4/ 6 Q:¢= m �a'N Z Oa ag CL 1-- 114111111111100 U) DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS ELI iii■■■; OF PREFERENCE �� 2 is 0 9510 -1 ROSS LANE 10 -06 -08 Q INDIANAPOLIS, INDIANA46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. Q O�' 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 S. TEN STATE STANDARDS �AF a' © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. as a o. ........ U- � b �2� �0 Z� z Qt4/ 6 Q:¢= m �a'N Z Oa ag CL 1-- 114111111111100 U) DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW OF PREFERENCE �� 9 -24 -08 CITY REVIEW _ 9510 -1 ROSS LANE 10 -06 -08 CITY REVIEW 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 HALL SPOA SI E FOR "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MILD ALL PONTRACTOD 09TAI THE RESPECTIVE CITHAT BALS B 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'S 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. C301 w COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. U_ 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND LL LOCATION SERVICE TWO (2) WORKING DAYS Z Q p w Z OF CONSTRUCTION. - O PRQIECT. F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS Q 1..� Z U ' 0 OATS: Mondey-October 06, 2008 9:36:15 AM w Z W Nn/ I..t� Q J U/ U) Q li w LL Zt V O� Z Z CL Z W Q TZ O CD O Z 0 w Lo p Z LO �r�/^� VJ Z 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 HALL SPOA SI E FOR "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MILD ALL PONTRACTOD 09TAI THE RESPECTIVE CITHAT BALS B 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'S 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. C301 4, ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW ICS -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 2 5 6, ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. - PRQIECT. F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG. C3.1 9TE GRADING PLAN - POND.dw9 PLO1 TED BY: R.C. BERGER OATS: Mondey-October 06, 2008 9:36:15 AM