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HomeMy WebLinkAbout06070008.253 ,z �I - I i T A, I MANHOLE IS TO BE UNCOVERED AND CASTING TO BE ADJUSTED TO GRADE. THE INVERT ELEVATION OF THIS MANHOLE IS TO BE CONFIRMED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITITES. THE CITY ENGINEER AND DeBoy LAND DEVELOPMENT SERVICES ARE TO BE NOTIFIED IMMEDIATELY IF ELEVATIONS DETERMINE THAT THE FLOW THROUGH THIS STRUCTURE IS NOT POSITIVE. POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 320' OF 4" SUBSURFACE DRAIN. INLINE YARD DRAINS MAYBE NEEDED Lx, ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL x$�� SPOT ELEVATION PAY TELEPHONE ALT ALTERNATE ID INSIDE DIA -- -831' CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT - -- -831 - -- CONTOUR (MINOR) G GAS Q N ARCH ARCHITECTURAL M.H. MANHOLE p_ AREA LIGHT 1 E ELECTRIC �% ! w BEG BEGINNING MAX MAXIMUM _ ❑� AREA LIGHT 2 T TELEPHONE we BLDG BUILDING MECH MECHANICAL UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE 0., CIP CAST IN PLACE MIN MINIMUM GUY ANCHOR SAN SANITARY SEWER � O! CENTERLINE N/A NOT APPLICABLE 1> TELEPHONE M.H. STM STORM SEWER L " w CMU CONC MASONRY UNIT O.C. ON CENTER ❑p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA IN TRANSFORMER U/G UNDERGROUND 6w CJ CONTROL JOINT PERP PERPENDICULAR wv J WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT oCONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE DECIDUOUS TREE ® DRAINAGE M.H. V 1 ' DEMO DEMOLITION PVMT PAVEMENT 6" EVERGREEN TREE SANITARY M.H. h DIA DIAMETER R RADIUS A DS DOWNSPOUT REF REFERENCE Q BUSH ® CURB INLET I ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ~ „ PIPE ROUND INLET (24" TYP) i ELEC. ELECTRICAL REOD REQUIRED I' EQ EQUAL DISTANCE SIGN ® SQUARE INLET (24" TYP) N N <� r ROW RIGHT of WAY O TRAFFIC SIGNAL POLE e CLEAN OUT EX. EXISTING SAN SANITARY a 849 -10 EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED i 849.05 I FOW FACE OF WALL PLASTIC PIPE DOOR 0ti FLAG POLE SPECS SPECIFICATIONS m IFFE FINISH FLOOR ELEV 1 845.00 I I' T.O.W. FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION H �m I y STA STATION WAS PROVIDED BY WEIHE ENGINEERS w w 845.00 GUTTER FLOWLINE ELEV Q fw 1 B.O_W. HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. w Q_ * TYP TYPICAL of 1111 HDPE HIGH DENSITY a X 852.54 L- > _- __ : POLYETHYLENE VIF VERIFY IN FIELD 349.41 Lr T.O.W.��,, EL 348 ,,1111111111I/j�� 04 ir, ¢ 846.88 :. - ��� c��N .... e °W SITE GRADING LEGEND - ��� . ",� w =Q :�� M O LL 0. NCO NEW SANITARY SEWER CLEANOUT Z O ■ NEW STORM SEWER INLET 0 �� �O � LLJ � � ��' •�Gj CL NEW PIPE END SECTION Q ��Q,7/1011`,`, 99.58 TOP OF CURB ELEV. fn NEW SPOT ELEVATION x.84 __ 99.08 GUTTER ELEV. - - DATE DESCRIPTION x.34 852.91 - NEW GRADE T.O.W. 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 847.30 NEW GRADE BREAK LINE 1 h=i= B. 0. W. j ' POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 320' OF 4" SUBSURFACE DRAIN. INLINE YARD DRAINS MAYBE NEEDED Lx, ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL x$�� SPOT ELEVATION PAY TELEPHONE ALT ALTERNATE ID INSIDE DIA -- -831' CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT - -- -831 - -- CONTOUR (MINOR) G GAS Q N ARCH ARCHITECTURAL M.H. MANHOLE p_ AREA LIGHT 1 E ELECTRIC �% ! w BEG BEGINNING MAX MAXIMUM _ ❑� AREA LIGHT 2 T TELEPHONE we BLDG BUILDING MECH MECHANICAL UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE 0., CIP CAST IN PLACE MIN MINIMUM GUY ANCHOR SAN SANITARY SEWER � O! CENTERLINE N/A NOT APPLICABLE 1> TELEPHONE M.H. STM STORM SEWER L " w CMU CONC MASONRY UNIT O.C. ON CENTER ❑p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA IN TRANSFORMER U/G UNDERGROUND 6w CJ CONTROL JOINT PERP PERPENDICULAR wv J WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT oCONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE DECIDUOUS TREE ® DRAINAGE M.H. V 1 ' DEMO DEMOLITION PVMT PAVEMENT 6" EVERGREEN TREE SANITARY M.H. h DIA DIAMETER R RADIUS A DS DOWNSPOUT REF REFERENCE Q BUSH ® CURB INLET I ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ~ „ PIPE ROUND INLET (24" TYP) i ELEC. ELECTRICAL REOD REQUIRED I' EQ EQUAL DISTANCE SIGN ® SQUARE INLET (24" TYP) N N <� r ROW RIGHT of WAY O TRAFFIC SIGNAL POLE e CLEAN OUT EX. EXISTING SAN SANITARY a 849 -10 EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED i 849.05 I FOW FACE OF WALL PLASTIC PIPE DOOR 0ti FLAG POLE SPECS SPECIFICATIONS m IFFE FINISH FLOOR ELEV 1 845.00 I I' T.O.W. FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION H �m I y STA STATION WAS PROVIDED BY WEIHE ENGINEERS w w 845.00 GUTTER FLOWLINE ELEV Q fw 1 B.O_W. HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. w Q_ * TYP TYPICAL of 1111 HDPE HIGH DENSITY a X 852.54 L- > _- __ : POLYETHYLENE VIF VERIFY IN FIELD 349.41 Lr T.O.W.��,, EL 348 ,,1111111111I/j�� 04 ir, ¢ 846.88 :. - ��� c��N .... e °W SITE GRADING LEGEND - ��� . ",� w =Q :�� M O LL 0. NCO NEW SANITARY SEWER CLEANOUT Z O ■ NEW STORM SEWER INLET 0 �� �O � LLJ � � ��' •�Gj CL NEW PIPE END SECTION Q ��Q,7/1011`,`, 99.58 TOP OF CURB ELEV. fn NEW SPOT ELEVATION x.84 __ 99.08 GUTTER ELEV. - - DATE DESCRIPTION x.34 852.91 - NEW GRADE A I A I I I n CONSTRUCTION LIMITS it T.O.W. 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 847.30 NEW GRADE BREAK LINE 1 4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. B. 0. W. j ' z - f 6'0 J , 10 -06 NOTICE, PERMITS AND NOTES CITY REVIEW 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT NIT'S THE LAW" ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. I�� GRADING NOTES U y � LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION GRADING GENERAL NOTES: 44 ZZ � COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. FOR FIELD DIMENSIONS. IF ANY 853,27 THE CONTRACTOR SHALL BE RESPONSIBLE ALL DISCREPANCIES ARE NORTH COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. T.O.W. FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE 5 ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST I UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING PLAN AGAINST THE LAW TO EXCAVATE W ITH W WITHOUT NOTIFYING THE UNDERGROUND ENGINEER IMMEDIATELY. A I A I I I n CONSTRUCTION LIMITS it T.O.W. 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. � 845.07 4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. B. 0. W. j ' z - f 7, ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. 10 -06 Z O CJ -- W m.- V '.T a { 3 I + ii ii 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. 5.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 STAGES 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. DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY" OF PREFERENCE��" r 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. - 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 9 -24 -08 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7, ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. 10 -06 NOTICE, PERMITS AND NOTES CITY REVIEW 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT NIT'S THE LAW" 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 2 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1-8W -382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION, CALL TOLL FREE 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. i 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN NORTH COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. SITE GRADING 5 ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST I UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING PLAN AGAINST THE LAW TO EXCAVATE W ITH W WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION `;ERVICE TWO (2) WORKING DAYS SCALE: 1" = 3D' 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK, INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION_ 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 DF PLANS AND SPECIFICATIONS FOR THIS 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 FORESAID CRITERIA. CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: 1" = 30' DATE: 06 -30-06 PROJECT NO.: 2006 -0065 C3,0 OF 25 PROJECT:F: \2006 \2006 -0085 - 11505 N. Penn - Wolfson Young \ENGNEERING \DRhWNGS DWG: C3 0 SITE GRADING PLANAwg PLOTTED BY: R.C. BERGER DATE: Mondep- October 06, 2008 9:35:24 AM I 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW W U LL LL Z O w J Q Z V ,. J O w w rr»»,rra U ) U) Y. / < Z_ LLI LL 1..4 Q a p ,- U) Q Z Z �n V Q = w ~ O p o t) Z L0 O Z u' Z r LLB 0. CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: 1" = 30' DATE: 06 -30-06 PROJECT NO.: 2006 -0065 C3,0 OF 25 PROJECT:F: \2006 \2006 -0085 - 11505 N. Penn - Wolfson Young \ENGNEERING \DRhWNGS DWG: C3 0 SITE GRADING PLANAwg PLOTTED BY: R.C. BERGER DATE: Mondep- October 06, 2008 9:35:24 AM I