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HomeMy WebLinkAbout06070008.24320' OF 4" SUBSURFACE DRAIN- - � I: _ INLINE YARD DRAINS MAYBE NEEDEQ -' �_ - TO BE INSTALLED; IF REQUIRED BY T. �, -- % . CITY INSPECTOR TO DRAIN OFFSITE APPROX. PROPERTY _LINE- - LOW AREAS TO THE NORTH- CONSTRUCTION LIMITS CONSTRUCTION LIMITS - br STR -11 5 ARD SETBACK - ° — S TE - -y �- E L TRA �m ~ PA Li w L W 1 „ -, ti VAULT° °� t d _ Q -- `�° 15' DRA NA GE AND ��, GRA, � 3 I 15' DRAINAGE AND ACCESS EASEMENT ACCESS EASEMENT col - III _ _ter P -- 0- _ . PARK Fr- ,I tr' { fj`i .:.MrWiG7n' - NEW BUILDING g df 17,158.5 S.F./FLOOR= 34,317 S. V. F.F.E. - 851.00 ■� . .. _ _ r ; F' 4 x BIKE RACK­ ACID a x �w I - R � z I� Q I N o r- rn ,f I I I - - Co I - - - -- --- BW STR -06 EASEMENT a ST m so CO STN STM Tti SM r �iM Q I_ , { Ld I, -I �/1 :2 STR -05 STR -07 I' Z QI i m�I l.. � Lu IX w I STR- Outfalll Z 4- 03 I �jl g. . T RY HORSE ORSE SHOE DAM 1p ' i J I I - - SF - --y-*- SF. STR -02 CONSTRUCTION LIMITS RE- DESIGNED POND �� -.i m. �.' lei TOP OF BANK ELEV: 845.00 STR -01 -POND OUTLET 100 YEAR ELEV: 844,07 F11, it m 4.25 INCH ELEV: 842.9.3 3 n I 10 YEAR ELEV: 842.70 ' F ? 2 YEAR ELEV: 842.10 , t NORMAL BOOM 833.00 U) h Z ,a — _ 5' YARD SETBACK ----------- - L_ - - - -- - — - - -- — ----- APB�RI�XX. �ROPEgT�LLINE-------------- - - - - -- — = - -- -� f S 89 "49'34'' —W — — — — — — — — — — — — — — — - I °Y - - 578.71' V 1 , I -- - - -` - -- NEW EDGE OF WATER r� NEW EDGE OF WATER .- Alvin m IN _ - _ r > _ B - - - - - -- _ TB TB �]B 7B 19 r TEMPORARY HbRSE SHOE: DAM - - -- \ I 1 TEMPORARY HORSE SHOE- -DAM - t I I I PHASE 1_ 1. COMPLETE DEMO AND ROUGH GRADING ON THE WEST SIDE OF THE INGRESS /EGRESS EASEMENT. 2. CONSTRUCT A TEMPORARY ACCESS ROAD FOR THE NORTH PARCEL TO THE WEST OF THE INGRESS /EGRESS EASEMENT. ACCESS TO THE NORTH PARCEL MUST BE MAINTAINED AT ALL TIMES. 3. USE TPYE III BARRICADES TO RESTRICT ACCESS ACCORDING TO THE CITY OF CARMEL STANDARDS ATTACHED TO THIS SET OF PLANS. PHASE II 1. PUMP DOWN THE POND AND START THE DEMO PROCESS ON THE EAST SIDE OF THE INGRESS /EGRESS ROAD, 2. ONCE THE BINDER HAS BEEN PLACED THE TRAFFIC SHALL BE RE- ESTABLISHED IN THE INGRESS /EGRESS EASEMENT. 3. WHILE THE FINAL SURFACE LAYER IS LAID THE TRAFFIC SHALL BE DIVERTED TEMPORARILY THROUGH THE PARKING LOT. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY' 1. ABBREVIATIONS AND NORTH ACCEL MAINTENANCE OF TRAFFIC H.C. HANDICAP .0 SCALE: 1" = 30' S. TEN STATE STANDARDS PROJ ECT NO.: 2006 -0065 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. SPOT ELEVATION ® PAY TELEPHONE NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO HORZIONTAL SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ALT ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, —831 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, G SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT M.H. MANHOLE ❑— AREA LIGHT 1 MEET THE FORESAID CRITERIA. PHASE 1_ 1. COMPLETE DEMO AND ROUGH GRADING ON THE WEST SIDE OF THE INGRESS /EGRESS EASEMENT. 2. CONSTRUCT A TEMPORARY ACCESS ROAD FOR THE NORTH PARCEL TO THE WEST OF THE INGRESS /EGRESS EASEMENT. ACCESS TO THE NORTH PARCEL MUST BE MAINTAINED AT ALL TIMES. 3. USE TPYE III BARRICADES TO RESTRICT ACCESS ACCORDING TO THE CITY OF CARMEL STANDARDS ATTACHED TO THIS SET OF PLANS. PHASE II 1. PUMP DOWN THE POND AND START THE DEMO PROCESS ON THE EAST SIDE OF THE INGRESS /EGRESS ROAD, 2. ONCE THE BINDER HAS BEEN PLACED THE TRAFFIC SHALL BE RE- ESTABLISHED IN THE INGRESS /EGRESS EASEMENT. 3. WHILE THE FINAL SURFACE LAYER IS LAID THE TRAFFIC SHALL BE DIVERTED TEMPORARILY THROUGH THE PARKING LOT. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY' 1. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP .0 9 -24 -08 S. TEN STATE STANDARDS PROJ ECT NO.: 2006 -0065 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. SPOT ELEVATION ® PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x1110 "IT'S THE LAW" 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 ELECTRIC BEG BEGINNING MAX MAXIMUM pvo�p AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. a UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE LL CIP CAST IN PLACE MIN MINIMUM E— GUY ANCHOR SAN SANITARY SEWER rt CENTERLINE N/A NOT APPLICABLE D TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER m TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA A TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR "N WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG O CL >-' z z FIRE HYDRANT :==CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE w O DEMO DEMOLITION PVMT PAVEMENT - DECIDUOUS TREE a- ® DRAINAGE M.H. DIA DIAMETER R RADIUS 6- EV1 RGREEN TREE ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH w CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REOD REQUIRED -•- SIGN ® SQUARE INLET (24' T EQ EQUAL DISTANCE ROW RIGHT OF WAY O TRAFFIC SIGNAL POLE C 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 Q� FLAG POLE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV Sp SQUARE FT FOOT EXISTING BOUNDARY INFORMATION GUTTER FLOWLINE ELEV sTA STATION WAS PROVIDED BY WEIHE ENGINEERS STORM STORM SEWER INC. DATED: 04 -25 -1990. HT HEIGHT TYP TYPICAL HOPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD MAINTENANCE OF TRAFFIC LEGEND CONSTRUCTION ENTRANCE LIMITS OF TEMPORARY INGRESS /EGRESS ROUTE 24' WIDE PHASE 1_ 1. COMPLETE DEMO AND ROUGH GRADING ON THE WEST SIDE OF THE INGRESS /EGRESS EASEMENT. 2. CONSTRUCT A TEMPORARY ACCESS ROAD FOR THE NORTH PARCEL TO THE WEST OF THE INGRESS /EGRESS EASEMENT. ACCESS TO THE NORTH PARCEL MUST BE MAINTAINED AT ALL TIMES. 3. USE TPYE III BARRICADES TO RESTRICT ACCESS ACCORDING TO THE CITY OF CARMEL STANDARDS ATTACHED TO THIS SET OF PLANS. PHASE II 1. PUMP DOWN THE POND AND START THE DEMO PROCESS ON THE EAST SIDE OF THE INGRESS /EGRESS ROAD, 2. ONCE THE BINDER HAS BEEN PLACED THE TRAFFIC SHALL BE RE- ESTABLISHED IN THE INGRESS /EGRESS EASEMENT. 3. WHILE THE FINAL SURFACE LAYER IS LAID THE TRAFFIC SHALL BE DIVERTED TEMPORARILY THROUGH THE PARKING LOT. DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY' 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. - T 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. CITY REVIEW 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 9 -24 -08 S. TEN STATE STANDARDS PROJ ECT NO.: 2006 -0065 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. OF 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 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 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 NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE 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 H OF CONSTRUCTION. H � w� ■ �l A ft Nova O Z�$ uj Lu F O II• YP) a 4 as a q m w EL EL W Of a to..�.LL w _ m - s% Z ° a CL V Lu NN /// ►1/111111111 DATE DESCRIPTION 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 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW CHECKED BY: MLD 9 -24 -08 CITY REVIEW PROJ ECT NO.: 2006 -0065 10 -06 -08 CITY REVIEW OF 25 w U H LL z U O W — _I LL Z F- O w N �- - LL cn O W zit w LL Q > U O CL >-' z z Q W z o w O 0 O z z - 0 o z LID c G z w CL 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 PROJ ECT NO.: 2006 -0065 C201 OF 25 PROJECT-.1':\2006\2006-0065 - 11505 N. Penn - Wolfson Young \ENGNEERINC \DRAWINGS DWG: C:2.1 MAINTENANCE OF TRAFFICA,mg PLEITTIED BY: R.C. BERGER DATE: Mondet- October 06, 2008 9:34:52 AM