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HomeMy WebLinkAbout06070008.21W �„ I I i 1 I i j POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 APPROX. PROPERTY 'LINE a , � j CONSTRUCTION LIMITS CONSTRUCTION LIMITS ��.�_ ��������L��■ S 8 9'34" W ���� ��� ��L1•�„ KC r� 8.33' i Lt 2. x� CURB tea{ li EX CU - - -� Q_ h I r'i 11 _Xwr o TREES • 14 �TI - �y _,0 ■ �, i HI - � Sn' W v w r I� 24" ( Ci) EX. CURB. - cu �tni ( Ill cli Ir N I £ pE , 4I a . l� _ w SF - +Q I J x l> -- r ......... .... ... .i - .yJ - v . _.._. _- ...... ... - d .r _. r_ _ .. _ ... _ ...... _. ... ... ... - ......... TB .z O s _ 0 TS �^_ TS TS TS '' -- TS I %\,s T5 ��� � iNV.841,54 � � � 'sCI E! T TS CURB - EDGE OF WA'.. NV. 841.44 r7 ':a < a 'Al .I I, TEMPORARY HORSE SHOE DAM NV. 841.10 TEMPORARY HORSE,1 ' SHOE DAM _ ' ' k- �i.T`'.f_- .,f - APPROX. PROPERTY LINE _ � _ r_ ;, ... S 8 - 49.34" W a . - - -- - - - --01 . t- ' *'` _ -- - __ - - - - 578.71 1 -- - - -- - - _'_ EDGE OF JI fir C-DNSMC17ON LIMITS to TB TB w .:rte TEMPO ... SL-IOE.�OAM �' ._ TB M � D ALM i- - - -- - - - -- DAILY ACTIVITIES DURING CONSTRUCTION i I 1. SWEEP THE ACCESS DRIVE TO THE NORTH ADJOINER FREQUENTLY TO PREVENT DEBRIS BUILD UP ON THE TEMPORARY ACCESS DRIVE. 2. CONSTRUCTION ACTIVITIES WILL TAKE PLACE SO IT WILL NOT IMPEDE THE FLOW OF TRAFFIC DURING PEAK ARRIVALS AND DEPARTURES OF THE NORTH ADJOINER. 3. CONTRACTOR SHALL FREQUENTLY INSPECT ALL CONSTRUCTION EROSION CONTROL AND BMP'S: REPAIR AND /OR REPLACE AS NEEDED. i I PRE - CONSTRUCTION /PRELIMINARY CONSTRUCTION LIMITS I POLLUTION PREVENTION SCHEDULE 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH CITY OF CARMEL AND HAMILTON COUNTY SURVEYOR'S OFFICE. 2. INSTALL CONSTRUCTION ENTRANCE /TEMPORARY STORAGE AREA, 3, INSTALL EROSION CONTROL FENCING. 4. INSTALL ANY AND ALL PERIMETER EROSION CONTROL DEVICES FOR EXISTING STORM STRUCTURES 5. INSTALL ANY AND ALL TREE /LANDSCAPING PROTECTION DEVICES. 6. CLOSE THE MULTI -USE PATH FOR DURATION OF ENTIRE PROJECT. 7. CONSTRUCT TEMPORARY ACCESS DRIVE TO NORTH ADJOINING PARCEL /COMMENCE WITH TREE CLEARING WHERE NEEDED. ABBREVIATIONS AND NORTH ACCEL PRE - CONSTRUCTION EROSION CONTROL PLAN HANDICAP SCALE: 1" = 30' © PAY TELEPHONE ADJ ADJACENT NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE I ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE. CONTOUR (MAJOR) BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS APPROXIMATELY MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED \ CONTOUR (MINOR) TIP _ i SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT ARCHITECTURAL M.H. MANHOLE MEET THE FORESAID CRITERIA. I E ELECTRIC BEG BEGINNING MAX MAXIMUM C}=-=El AREA LIGHT 2 T TELEPHONE BLDG BUILDING try MECHANICAL `01 UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE APPROX. PROPERTY 'LINE a , � j CONSTRUCTION LIMITS CONSTRUCTION LIMITS ��.�_ ��������L��■ S 8 9'34" W ���� ��� ��L1•�„ KC r� 8.33' i Lt 2. x� CURB tea{ li EX CU - - -� Q_ h I r'i 11 _Xwr o TREES • 14 �TI - �y _,0 ■ �, i HI - � Sn' W v w r I� 24" ( Ci) EX. CURB. - cu �tni ( Ill cli Ir N I £ pE , 4I a . l� _ w SF - +Q I J x l> -- r ......... .... ... .i - .yJ - v . _.._. _- ...... ... - d .r _. r_ _ .. _ ... _ ...... _. ... ... ... - ......... TB .z O s _ 0 TS �^_ TS TS TS '' -- TS I %\,s T5 ��� � iNV.841,54 � � � 'sCI E! T TS CURB - EDGE OF WA'.. NV. 841.44 r7 ':a < a 'Al .I I, TEMPORARY HORSE SHOE DAM NV. 841.10 TEMPORARY HORSE,1 ' SHOE DAM _ ' ' k- �i.T`'.f_- .,f - APPROX. PROPERTY LINE _ � _ r_ ;, ... S 8 - 49.34" W a . - - -- - - - --01 . t- ' *'` _ -- - __ - - - - 578.71 1 -- - - -- - - _'_ EDGE OF JI fir C-DNSMC17ON LIMITS to TB TB w .:rte TEMPO ... SL-IOE.�OAM �' ._ TB M � D ALM i- - - -- - - - -- DAILY ACTIVITIES DURING CONSTRUCTION i I 1. SWEEP THE ACCESS DRIVE TO THE NORTH ADJOINER FREQUENTLY TO PREVENT DEBRIS BUILD UP ON THE TEMPORARY ACCESS DRIVE. 2. CONSTRUCTION ACTIVITIES WILL TAKE PLACE SO IT WILL NOT IMPEDE THE FLOW OF TRAFFIC DURING PEAK ARRIVALS AND DEPARTURES OF THE NORTH ADJOINER. 3. CONTRACTOR SHALL FREQUENTLY INSPECT ALL CONSTRUCTION EROSION CONTROL AND BMP'S: REPAIR AND /OR REPLACE AS NEEDED. i I PRE - CONSTRUCTION /PRELIMINARY CONSTRUCTION LIMITS I POLLUTION PREVENTION SCHEDULE 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH CITY OF CARMEL AND HAMILTON COUNTY SURVEYOR'S OFFICE. 2. INSTALL CONSTRUCTION ENTRANCE /TEMPORARY STORAGE AREA, 3, INSTALL EROSION CONTROL FENCING. 4. INSTALL ANY AND ALL PERIMETER EROSION CONTROL DEVICES FOR EXISTING STORM STRUCTURES 5. INSTALL ANY AND ALL TREE /LANDSCAPING PROTECTION DEVICES. 6. CLOSE THE MULTI -USE PATH FOR DURATION OF ENTIRE PROJECT. 7. CONSTRUCT TEMPORARY ACCESS DRIVE TO NORTH ADJOINING PARCEL /COMMENCE WITH TREE CLEARING WHERE NEEDED. SITE EROSION CONTROL LEGEND SF EROSION CONTROL FENCE RIPRAP W W W W TEMPORARY SEEDING WHEN NECESSARY PER RULE 5 CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA HORSE SHOE RIPRAP (SEE SHEET C10.2) TEMPORARY ASPHALT DRIVE ACCESS TO NORTH ADJOINEER 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 SPEGFICATIONS, LATEST EDITION. I 3:1. I S 4. MAXIMUM LAWN SLOPE 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE UTILITY STRUCTURES ARE SHOWN HERE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UT L IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH 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. 8, TEMPORARY ACCESS DRIVE SHALL BE BUILT TO THE TYPICAL PAVEMENT SECTION EXCLUDING THE FINAL SURFACE COAT UNTIL SUCH TIME THAT THE ENTIRE SITE WILL HAVE THE FINAL COAT INSTALLED. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY" 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. ABBREVIATIONS AND NORTH ACCEL PRE - CONSTRUCTION EROSION CONTROL PLAN HANDICAP SCALE: 1" = 30' © PAY TELEPHONE ADJ ADJACENT NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ALTERNATE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE. CONTOUR (MAJOR) BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS APPROXIMATELY MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, CONTOUR (MINOR) SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT ARCHITECTURAL M.H. MANHOLE MEET THE FORESAID CRITERIA. SITE EROSION CONTROL LEGEND SF EROSION CONTROL FENCE RIPRAP W W W W TEMPORARY SEEDING WHEN NECESSARY PER RULE 5 CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA HORSE SHOE RIPRAP (SEE SHEET C10.2) TEMPORARY ASPHALT DRIVE ACCESS TO NORTH ADJOINEER 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 SPEGFICATIONS, LATEST EDITION. I 3:1. I S 4. MAXIMUM LAWN SLOPE 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE UTILITY STRUCTURES ARE SHOWN HERE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UT L IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH 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. 8, TEMPORARY ACCESS DRIVE SHALL BE BUILT TO THE TYPICAL PAVEMENT SECTION EXCLUDING THE FINAL SURFACE COAT UNTIL SUCH TIME THAT THE ENTIRE SITE WILL HAVE THE FINAL COAT INSTALLED. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY" 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x9� ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. 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 D_ AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM C}=-=El AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL `01 UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM E- GUY ANCHOR SAN SANITARY SEWER (L CENTERLINE N/A NOT APPLICABLE 1> TELEPHONE M.H. STM STORM SEWER CMU GONG MASONRY UNIT O,C. ON CENTER p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA �il TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR wV WATER VALVE 0/1­1 OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG q p �i� FIRE HYDRANT -CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT e" DECIDUOUS TREE ® DRAINAGE M.H. DIA DIAMETER R RADIUS EVERGREEN TREE ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE 0 BUSH ® CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REOD REQUIRED - SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY O 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 AIIIIII& DOOR O.� FLAG POLE SPECS SPECIFICATIONS r FFE FINISH FLOOR ELEV m FT FOOT SO SQUARE EXISTING BOUNDARY INFORMATION LU STA STATION WAS PROVIDED BY WEIHE LU ENGINEERS GUTTER FLDWLINE ELEV STORM STORM SEWER INC. DATED: 04 -25 -1990. HT HEIGHT la TYP TYPICAL of HOPE HIGH DENSITY O- DOI YPTWYI FNF VIP VFRIFY IN FIFI I7 SITE EROSION CONTROL LEGEND SF EROSION CONTROL FENCE RIPRAP W W W W TEMPORARY SEEDING WHEN NECESSARY PER RULE 5 CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA HORSE SHOE RIPRAP (SEE SHEET C10.2) TEMPORARY ASPHALT DRIVE ACCESS TO NORTH ADJOINEER 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 SPEGFICATIONS, LATEST EDITION. I 3:1. I S 4. MAXIMUM LAWN SLOPE 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE UTILITY STRUCTURES ARE SHOWN HERE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UT L IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH 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. 8, TEMPORARY ACCESS DRIVE SHALL BE BUILT TO THE TYPICAL PAVEMENT SECTION EXCLUDING THE FINAL SURFACE COAT UNTIL SUCH TIME THAT THE ENTIRE SITE WILL HAVE THE FINAL COAT INSTALLED. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY" 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. t ' 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS, 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS NOTICE, PERMITS AND NOTES 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 NOTIFICATIDN 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 IC8 -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 NDTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SEt7VICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. I IN a Cra •• 2 W. 0!on tag M " a I 011%111111181111 0�,''',' 4,� 01 0 2 - _ IL : �- o 0 Lu 4= Q Ln Z 0< DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW w U_ Z U. _j 0 O O w u) -� O Q U Z LLJ 1 O w N U) U) O V 4 w W z U O LL O > z z �- w U) a 0 i. z O O O z U ul 0 W Zr Z 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: MLD SCALE: 1" = 30' DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C1 ■ OF 25 PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson You na \EN GI NEER NG \DRAWINGS DWG: C1.0 PRE- CONSTR EROSION CONTROL PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Mondy- Oolober 06, 2008 9:33:42 AM