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HomeMy WebLinkAbout06070008.22TF I I I I-, -- I F_ I , I I L. lu. ! 1 1 3 ! �Y I I , DOWNSPOUT I, REFERENCE POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 DOWNSPOUT REF REFERENCE BUSH COORDINATE WITH PROJECT ENGINEER TO INSURE THE CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE \ MET AND ALSO PER CITY / TOWN STANDARDS AND ROUND INLET (24" TYP) i I SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. PIPE COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. to MEET THE FORESAID CRITERIA. i ELECTRICAL REQD i -r SIGN ® . , EQUAL DISTANCE ROW RIGHT OF WAY 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN 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 TRAFFIC SIGNAL POLE POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP SPOT ELEVATION ® PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x 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 p-° AREA LIGHT 1 E ELECTRIC 0 w � (v BEG BEGINNING MAX MAXIMUM =� 0=_0 AREA LIGHT 2 T TELEPHONE ft BLDG BUILDING MECH MECHANICAL O CAL CALIPER M_E.G. MATCH EXISTING GRADE UTILITY POLE W WATER a � i- CIP CAST IN PLACE MIN MINIMUM GUY ANCHOR SAN SANITARY SEWER q CENTERLINE N/A NOT APPLICABLE TELEPHONE M.H. STM STORM SEWER ~ �r �r CMU CONC MASONRY UNIT O.C. ON CENTER ❑ TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE CIA A41 TRANSFORMER U/G UNDERGROUND 3 CJ CONTROL JOINT PERP PERPENDICULAR "'r 1L. C.O. CLEAN OUT P.O.B. DECEL DECELERATION PVC DEMO DEMOLITION PVMT CIA DIAMETER R WATER VALVE 0/H OVERHEAD POINT OF BEG POLYVINYL CHORIDE FIRE HYDRANT a CONCRETE BUMPER �• PAVEMENT DECIDUOUS TREE ® DRAINAGE M,H, s• EVERGREEN TREE RADIUS e, ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH COORDINATE WITH PROJECT ENGINEER TO INSURE THE CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE \ MET AND ALSO PER CITY / TOWN STANDARDS AND ROUND INLET (24" TYP) i I SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. PIPE COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. to MEET THE FORESAID CRITERIA. ELEC. ELECTRICAL REQD i -r SIGN ® . , EQUAL DISTANCE ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP SPOT ELEVATION ® PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x 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 p-° AREA LIGHT 1 E ELECTRIC 0 w � (v BEG BEGINNING MAX MAXIMUM =� 0=_0 AREA LIGHT 2 T TELEPHONE ft BLDG BUILDING MECH MECHANICAL O CAL CALIPER M_E.G. MATCH EXISTING GRADE UTILITY POLE W WATER a � i- CIP CAST IN PLACE MIN MINIMUM GUY ANCHOR SAN SANITARY SEWER q CENTERLINE N/A NOT APPLICABLE TELEPHONE M.H. STM STORM SEWER ~ �r �r CMU CONC MASONRY UNIT O.C. ON CENTER ❑ TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE CIA A41 TRANSFORMER U/G UNDERGROUND 3 CJ CONTROL JOINT PERP PERPENDICULAR "'r 1L. C.O. CLEAN OUT P.O.B. DECEL DECELERATION PVC DEMO DEMOLITION PVMT CIA DIAMETER R WATER VALVE 0/H OVERHEAD POINT OF BEG POLYVINYL CHORIDE FIRE HYDRANT a CONCRETE BUMPER �• PAVEMENT DECIDUOUS TREE ® DRAINAGE M,H, s• EVERGREEN TREE RADIUS e, ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH COORDINATE WITH PROJECT ENGINEER TO INSURE THE CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE MET AND ALSO PER CITY / TOWN STANDARDS AND ROUND INLET (24" TYP) PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. PIPE COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG MEET THE FORESAID CRITERIA. ELEC. ELECTRICAL REQD REQUIRED -r SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN 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 TRAFFIC SIGNAL POLE S CLEAN OUT EX_ EXISTING SAN SANITARY EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD SLCPP SMDOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR FLAG POLE q SPECS SPECIFICATIONS CONSTRUCTION LIMITS APPROX. PROPERTY'LINE - , tt�, S 8949'34 W t CONSTRUCTION LIMITS w FIFE FINISH FLOOR ELEV _ SQ SQUARE m ,. FT FOOT EXISTING BOUNDARY INFORMATION ° LU 578.33'. - STA srAnoN WAS PROVIDED BY WEIHE ENGINEERS of GUTTER FLOWLINE ELEV Q 5 5 `• r j it STORM STORM SEWER INC. DATED: 04 -25 -1990. a ° r HT HEIGHT W kj TYP TYPICAL � HOPE HIGH DENSITY EL THYLENE VIF VERIFY IN FIELD Gar O ' w the M rr A a !r O b _ CURB w EX. CUR a. 4 4 2 DEMOLITION LEGEND ,•�' - - g ......... N i� x fi .�Q�.. 1 X. TREES : REMOVE EXISTING CONCRETE CURB COMPLETE : /�� �� 0O � AFTER TEMPORARY ACCESS DRIVE HAS BEEN BUILT PER SHEET C6.0 Q :4j M ■ _ �� _ �� 1 - ' -- . • �2 REMOVE EXISTING ASPHALT (MAINTAIN ACCESS AT ALL TIMES) W - Q E .0 Z AFTER TEMPORARY ACCESS HAS BEEN BUILT PER SHE 4 T C6.0 j • i p Q t c 3t 1_ L - IN �3 REMOVE EXISTING STORM SEWER 1 j A� m LU # _ i _' �4 REMOVE EXISTING WOODS AND BRUSH COMPLETE CL ���� /A� .• o ` o a 4 O5 LINE OF SAWCUT ''�., 0````` r 4 o� 4 AI -� •� ' , !, �1I11111111�� DEWATER EXISTING RETENTION POND L DATE DESCRIPTION -~ 'i 7 TREE PROTECTION 4 s . ' DEMOLITION NOTES t 1. ALL EXISTING BUILDINGS AND ALL ASSOCIATED UTILITIES WITHIN THE BUILDING, BUILDING SLAB AND FOUNDATION SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. IF HAZARDOUS OR CONTAMINATED MATERIALS ARE FOUND, CONTRACTOR TO CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES AND 1 NOTIFY A CONTAMINATED MATERIAL REMOVAL CONTRACTOR. 7 2. DRAIN, PURGE OR OTHERWISE REMOVE, COLLECT AND LEGALLY DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER HAZARDOUS MATERIALS AND WASTE BEFORE PROCEEDING WITH 4 DEMOLITION OPERATIONS_ =` EX. CU CURS`- 3, CONTRACTOR SHALL NOTIFY BUILDING INSPECTOR FOR DEMOLITION PROCEDURES. CONTRACTOR TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL REGULATIONS. P f 0 4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY CONSTRUCTION ACTIVITIES. al 1 Z 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO TH � E �`� START OF DEMOLITION. -O I 6. CONTRACTOR SHALL CAP AND MARK ALL UNUSED UTILITIES BACK TO PROPERTY LINE. CONTRACTOR TO FORWARD, IN DRAWING FORM, TO ARCHITECT AND ENGINEER, LOCATION OF ALL CAPPED AND UNUSED o .�04o xv'a UTILITIES. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITY SERVICES 4- SERVING STRUCTURES TO BE DEMOLISHED. � ° U .'v ,v 4 , i 7. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR CONTAMINATED MATERIALS. 2 TRIES 1- =� -_ _ _ 8. EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND _� - C Q� y VERMIN BEFORE AND DURING OPERATIONS, IF APPLICABLE, w _ ,. 9. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL BUILDING REMOVAL, UTILITY REMOVAL, �-' !; l AND UTILITY RELOCATION ARE DONE AT THE DIRECTION OF THE APPROPRIATE UTILITY. ' r v a0i ' .... - I,}_ - -- .. _ ,:rnE.; ---.'� = a: - "- ' - - • -" _ -.. - y'".h - _4> -.... - - - ` - 11. ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTORS 78� d RESPONSIBILITY RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. „t. �. I _ REMOVE OR RELOCATE ADDITIONAL UTILITIES AND /OR STRUCTURES NOT Te 4 1 IT MAY BE NECESSARY TO REMO ' _. :. ,: " .,, , „, �_ Ii - _ •__,,,_ �'' ,' >�- ��`° , r. - . r Q I INDICATED ON THIS SHEET. APRE- CONSTRUCTION MEETING SHOULD BE SET UP TO ESTABLISH THE EXTENT '4- - tip_. �� OF WORK NECESSARY FOR CONSTRUCTION OF BUILDING AND PARKING LOT. _ 1� TS TS -x15 TS TS � _ ��__ V. 841.54 � 13. CONTRACTOR SHALL MAINTAIN ACCESS TO THE NORTH PROPERTY AT ALL TIMES. DEMOLISH OF THE - 5 EXISTING ACCESS DRIVE TO THE NORTH PARCEL SHALL NOT TAKE PLACE AND UNTIL THE TEMPORARY TRUCTI LIMITS 1- 5 �' L� -1 1' :;�- DRIVE AS SHOWN ON SHEET C6.0 HAS BEEN BUILT. CURB = EDGE OF WA r �' at NOTE: a `_Z 14. CONTRACTOR SHALL DEWATER THE EXISTING RETENTION POND WHILE PERFORMING DEMOLITION NV. 841.40 EXISTING PLANTS TO 3 j� k !`` ACTIVITIES AND CONTRACTOR SHALL MAINTAIN A DEWATERED POND UNTIL SUCH TIME THAT ALL SITE WORK v, tY RE MAIN EXCEPT FOR ■F HAS BEEN COMPLETED AND APPROVED BY THE OWNER /DEVELOPER AND CITY OF CARMEL. EAS OF NEW PLANTINGS p :t -_ :;�, NV. 841.10 s < . 7 w ,s _ .. �- /� r a . r APPROX. PROPERTY LINE �__' _ L � - - - S 89 "49'34" " W - --'. -- u 578.71' 7 _ . -_ph r i��l• ._ - -� _7 EDGE OF WATER _ -_=gin � _ -� - _ _ _ � - - _ - „• °" z. CANS noN u Its _ •� >rlr�llly. - i To TB , t-�y To cjl CONSTRUCTION LIMITS EXISTING CONDITIONS - DEMO PLAN SCALE: 1" = 30' NORTH NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO YR cjl CONSTRUCTION LIMITS EXISTING CONDITIONS - DEMO PLAN SCALE: 1" = 30' NORTH 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 / 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 COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG MEET THE FORESAID CRITERIA. OFIAIL 5FJLL;1 -I(,:AI TUNS UKUtK OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY" 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 9 -5 -08 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I_N_D.O.T STANDARD DRAWINGS AND SPECIFICATIONS. CITY REVIEW 5. TEN STATE STANDARDS 6. SITE ENGINEERS STANDARD DRAWINGS AND SPECIFICATIONS. -08 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES 10 -06 -D8 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'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- 800 - 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. 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 ICB -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE 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 PROJ ECT NO.: 2006 -0065 C1.1 UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK, OF 25 INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION - OF CONSTRUCTION. �J PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \EN GINEERING\DR AWN GS DWG: CIA EX CONDITION - DEMO PLANAd q PLOTTED BY: R.C. BERGER DATE Mondeyr- October 06, 2008 9:33:56 AM 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -D8 CITY REVIEW w z U_ Q LL Z IL 0 w 0 Q U W z w LLJ U) L.^L W U < z W z 0_ LL < 0 J 0 z Z z 0 w 0 0 = U 0 z U' 3: V ! O Z Z z U) W X W 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 PROJ ECT NO.: 2006 -0065 C1.1 UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK, OF 25 INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION - OF CONSTRUCTION. �J PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \EN GINEERING\DR AWN GS DWG: CIA EX CONDITION - DEMO PLANAd q PLOTTED BY: R.C. BERGER DATE Mondeyr- October 06, 2008 9:33:56 AM