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HomeMy WebLinkAbout06070008.29I ! I IL — Q M m O D m �I I -I SS 2 0 ro sv� i ,:, R I O q D Z m S.0 m D STR -07 � M M D mll 0 0 M11 1 1 1 m vi Q O M O *u D BMP EASEMENT STR— 3 5 STR -06 L STR- 04- Outfolll ° I KLS rn STR -03 V STORM PLAN SCALE: 1" = 30' 855. 850.( 845.( STR-04-Outfolll- INV IN ELEV = 841.25 840.1 s D zZ �Q z 0 855.0 PROPOSED RETAONING WALL FINAL CONSTRUCTION PLANS F:T2RM 2006 -0465 — N. Penn — Wolfson Young \ENGWEERINC \DRANINGS 9 -16 - DESIGNED BY OTHERS CITY REVIEW OF PREFERENCE i Q M m O D m �I I -I SS 2 0 ro sv� i ,:, R I O q D Z m S.0 m D STR -07 � M M D mll 0 0 M11 1 1 1 m vi Q O M O *u D BMP EASEMENT STR— 3 5 STR -06 L STR- 04- Outfolll ° I KLS rn STR -03 V STORM PLAN SCALE: 1" = 30' 855. 850.( 845.( STR-04-Outfolll- INV IN ELEV = 841.25 840.1 s D zZ �Q z 0 855.0 NEIGEton I tUV Im 45.0 40.0 35.0 1 +57 I'A I ,O z I� I, Z ,C I I1 III I1 N t J � _ .I41�f i II, 1 ST -11 I� I I, 1� r I 1 t I , . �I I , L �I C 1 I STORM - PLAN AND PROFILE SCALE HORIZONTAL: 1" - 30' SCALE VERTICAL: 13' — — — — -- ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 0 et, 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 W 0 ARCH ARCHITECTURAL M.H. MANHOLE D— AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM 0=­0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL , • Q, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE � GUY ANCHOR SAN SANITARY SEWER I� � GIP CAST IN PLACE MIN MINIMUM M w CL CENTERLINE N/A NOT APPLICABLE D TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER ID TELEPHONE RISER CS COMBINED SEWER (� �„111-6$ CONC CONCRETE OD OUTSIDE DIA >uv ;w � TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR � WATER VALVE O/H OVERHEAD Q C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT oCONCRETE BUMPER Lu "� ; • DECEL DECELERATION PVC POLYVINYL CHORIDE Ck DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE ® DRAINAGE M.H. Q DIA DIAMETER R RADIUS EVERGREEN TREE ® SANITARY M.H. ■p� DS DOWNSPOUT REF REFERENCE Q BUSH ® CURB INLET ELEV ELEVATION RCP REINFORCED CONCEREIE X FENCE ROUND INLET (24" TYP) M •• PIPE � ELEC. ELECTRICAL READ REQUIRED SIGN O EQ EQUAL DISTANCE ® SQUARE INLET (24' TYP) a ROW RIGHT OF WAY M EX. EXISTING O TRAFFIC SIGNAL POLE O CLEAN OUT SAN SANITARY w EJ EXPANSION JOINT ® SLCPP SMOOTH LINED CORRUGATED TRAFFIC SIGNAL M.H. • PIPE BOLLARD is FOW FACE OF WALL PLASTIC PIPE DOOR Q,L FLAG POLE FFE FINISH FLOOR ELEV SPECS SPECIFICATIONS m FT FOOT SO SQUARE EXISTING BOUNDARY INFORMATION w STA STATION WAS PROVIDED BY WEIHE ENGINEERS of GUTTER FLOWLINE ELEV Q STORM STORM SEWER INC. DATED: 04 -25 -1990. w HT HEIGHT w HOPE HIGH DENSITY TYP TYPICAL CL POLYETHYLENE VIF VERIFY IN FIELD %%% SITE UTILITY LEGEND �5 f' ' , , rn 0 b� tn Q JQ► STM STORM SEWER - 12" RCP p 0.5% MIN. _ d :1- 6 O W — Z r ' 'N Z 0 Q Q'p = STM �— STORM SEWER INLET m � p ' Z. a�':v� W fnNrG�� STM PIPE END SECTION wa ��i,7'j d, d'.. '�� � 111 DATE DESCRIPTION HOLEY MOLEY SAYS "DIG SAFELY" PROPOSED RETAONING WALL FINAL CONSTRUCTION PLANS F:T2RM 2006 -0465 — N. Penn — Wolfson Young \ENGWEERINC \DRANINGS 9 -16 - DESIGNED BY OTHERS CITY REVIEW OF PREFERENCE MR. RICHARD YOUNG c CITY REVIEW 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. t INDIANAPOLIS, INDIANA46268 10 -06 -08 C CITY REVIEW 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 � � a r, N F W M W U ©2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. MET AND ALSO PER CITY / TOY" STANDARDS AND a w m Z rn 0 DESIGNED: BAW APPROVED: CRP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT NIT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MILD cn Z 1 :2 o't p II > m MEET THE FORESAID CRITERIA. COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 I > L, J F- ao LU 00 m 1 a_ 1- 800 - 382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION CALL TOLL FREE PROJECTNO.: 2006 -0065 4�w f0Ln U II> I 3, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND �a-W 6p477 OI I �z0 X74 wJJ u, . N > A •' P! `` LJ gROPOSED GRADE C401 In COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE Ex: ' u WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS n L CONSTRUCTION. 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT FULL DEPTH INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. GRANULAR w - BACKFILE i LL z z W W O J J J J J W L LL Ll OF 36" -- z ~ HDPE @ 0.11% - 0 17' OF 36" 0 W Q Q HDPE @ 0.11 W Q Q LL > > z z NEIGEton I tUV Im 45.0 40.0 35.0 1 +57 I'A I ,O z I� I, Z ,C I I1 III I1 N t J � _ .I41�f i II, 1 ST -11 I� I I, 1� r I 1 t I , . �I I , L �I C 1 I STORM - PLAN AND PROFILE SCALE HORIZONTAL: 1" - 30' SCALE VERTICAL: 13' — — — — -- ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 0 et, 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 W 0 ARCH ARCHITECTURAL M.H. MANHOLE D— AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM 0=­0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL , • Q, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE � GUY ANCHOR SAN SANITARY SEWER I� � GIP CAST IN PLACE MIN MINIMUM M w CL CENTERLINE N/A NOT APPLICABLE D TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER ID TELEPHONE RISER CS COMBINED SEWER (� �„111-6$ CONC CONCRETE OD OUTSIDE DIA >uv ;w � TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR � WATER VALVE O/H OVERHEAD Q C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT oCONCRETE BUMPER Lu "� ; • DECEL DECELERATION PVC POLYVINYL CHORIDE Ck DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE ® DRAINAGE M.H. Q DIA DIAMETER R RADIUS EVERGREEN TREE ® SANITARY M.H. ■p� DS DOWNSPOUT REF REFERENCE Q BUSH ® CURB INLET ELEV ELEVATION RCP REINFORCED CONCEREIE X FENCE ROUND INLET (24" TYP) M •• PIPE � ELEC. ELECTRICAL READ REQUIRED SIGN O EQ EQUAL DISTANCE ® SQUARE INLET (24' TYP) a ROW RIGHT OF WAY M EX. EXISTING O TRAFFIC SIGNAL POLE O CLEAN OUT SAN SANITARY w EJ EXPANSION JOINT ® SLCPP SMOOTH LINED CORRUGATED TRAFFIC SIGNAL M.H. • PIPE BOLLARD is FOW FACE OF WALL PLASTIC PIPE DOOR Q,L FLAG POLE FFE FINISH FLOOR ELEV SPECS SPECIFICATIONS m FT FOOT SO SQUARE EXISTING BOUNDARY INFORMATION w STA STATION WAS PROVIDED BY WEIHE ENGINEERS of GUTTER FLOWLINE ELEV Q STORM STORM SEWER INC. DATED: 04 -25 -1990. w HT HEIGHT w HOPE HIGH DENSITY TYP TYPICAL CL POLYETHYLENE VIF VERIFY IN FIELD %%% SITE UTILITY LEGEND �5 f' ' , , rn 0 b� tn Q JQ► STM STORM SEWER - 12" RCP p 0.5% MIN. _ d :1- 6 O W — Z r ' 'N Z 0 Q Q'p = STM �— STORM SEWER INLET m � p ' Z. a�':v� W fnNrG�� STM PIPE END SECTION wa ��i,7'j d, d'.. '�� � 111 DATE DESCRIPTION HOLEY MOLEY SAYS "DIG SAFELY" 0 Ln z9117- W z W ii DETAIL SPECIFICATIONS ORDER 9 -5 -08 F FINAL CONSTRUCTION PLANS F:T2RM 2006 -0465 — N. Penn — Wolfson Young \ENGWEERINC \DRANINGS 9 -16 - -08 C CITY REVIEW OF PREFERENCE MR. RICHARD YOUNG 9 -24 -08 C CITY REVIEW 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. t INDIANAPOLIS, INDIANA46268 10 -06 -08 C CITY REVIEW 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 5. 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. MET AND ALSO PER CITY / TOY" STANDARDS AND NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT NIT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MILD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, MEET THE FORESAID CRITERIA. 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 CALL TOLL FREE PROJECTNO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 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. C401 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS n L CONSTRUCTION. 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. w U LL z z W W O J J J J J W L LL Q O z ~ ~ - 0 0 W Q Q z W Q Q LL > > z z 0 > >- Q Q LL z z J J W 2 0 O O O z 0 ry 0 r DETAIL SPECIFICATIONS ORDER NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO F:T2RM 2006 -0465 — N. Penn — Wolfson Young \ENGWEERINC \DRANINGS CLIENT NAME: THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL WOLFSON YOUNG CORPORATION OF PREFERENCE MR. RICHARD YOUNG STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED J _ 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. t INDIANAPOLIS, INDIANA46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876_2300 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 5. 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. MET AND ALSO PER CITY / TOY" STANDARDS AND NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT NIT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MILD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, MEET THE FORESAID CRITERIA. 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 CALL TOLL FREE PROJECTNO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 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. C401 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS n L CONSTRUCTION. 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 F:T2RM 2006 -0465 — N. Penn — Wolfson Young \ENGWEERINC \DRANINGS SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE OWG:C:T: O: STORM ORLE PLAN AND PROFlLE.dWg STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED B . BERGER ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE: DATE: MmderOctaber 06. 2008 9:37:47 AM days— BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBIUTY, MET AND ALSO PER CITY / TOY" STANDARDS AND SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT SPECIFICATIONS. MEET THE FORESAID CRITERIA.