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HomeMy WebLinkAbout05040026-28.63 0 0 0 0 i c E 0 0 V o i 0 0 0 n o `Y � � o i0 _ r oWm z �o � _D � C) O Q Qow�. U }� - O Od L m U Vj U 0 Al tl.I 10 E i i i I h 00 c— Curb Inle TC: 0 i i i 846.1 2 INV: 842.5 I n�9 ' ,". °� ,b � .b b �,a% ,�! le � � I 2 I e( 7 (b' I g31 g! I � aa• 7I ,/ I Lb � b 5l � ' ig0.' I ' 6I ! L `• 1' "q 1gg - 0.�- N "! , 9 b aN ` `•�5 b' II n III I III J III I � I II I l I I I II , I I I I I I I g/ •j 4Fb I — � sg 8 i b b gbg �' • + J� • tt � $0 I , - ¢ 3 av` 1 g gI I� �� 0 tl � • I _ • `t I —a ® ' , g , •I I g b I i ° a �6 / sI ( I gI \ '�e �' 0. g � � ' --gg` °g - �i i 'g ,•� . 3' 6Z g 2 f (f !I r j I III II l IIII I ' I I I I I� II III I \ I I II gI I I I II I IIII ' ( I I 0 I W I � I � q � �13 Ng5 Q a ? . I ' 9 1z Son. MH TC:1 847.77' 04. INV 5:1827.49' INV W: 827.21' INV E. 838.73 INV NE: 36.35' 12" PVC 8 PC `- ' w m W_ s o N ` I o� v o V m o- o : I ° g•,8S O (0 00 a `, Curb Inlet C 0 g V : TC: 846.13' INV: 843.65' Curb Inlet TC: 846.1 1' INV: 8 21 a 1 � TMH 4 H 2 4 m I IF-;�, I CO 2xcn t0" IN CP ' t \ . x I � .5 x,12 i U I � 9 Q- 1 0G ,11 �- I 3 Son. MH TC: 844.88' INV N: 829.04' INV S: 829.14' ~ 3 INV W: 829.68' g•`9 INV W(2): 836.91' q3 g•` — 8, PVC (2) a �1 I�! 7 Howard R. & Mildred Marlene Hartman D.B. 222, Pg. 162 6 H oward R. & Mildred Marlene Hartman D.B. 222, Pg. 162 'F O.I' S G Edge Of Rip —Rap (At Grade} N 89 006'266 E — 120.00'_ _ 77 8' PVC Pipe At End \No Physical Evdence Of Line 10' B. L. _ � c C I Drainage Swale 0, � I m I ®I! I IBurford Properties, LLC l I Edge Of Rip —Rap OA Instrument #2005 -72554 1 . & Donna A. Holsten I I Jeff DD.B. 362, Pg. 765 ail I° 10485 N. Pennsylvania St. n N I I Existing 1 -Story ( II Brick Building ) I II II Salo II Im II 'b Burford Properties, LLC �I II I Instrument #2005 -72553 II N Mini -Born Er \ �I I I Leo R. & Eva M. Zwilling, Trustees For The I Masonry Trash Zwilling Family Revocable Trust ' I Enclosure Instrument #93 -54636 ' I (5) Spac s I g`0�b II q `gb L Lid O � 12" RCS rn i I I IPF 0.1' BFG IPS `° (5 Spaces I N 89 006'26" E 120.00' n I� 8.00' en IU (5) ' Spoc s 5 B.L. Cq 1 N I Q Burford Properties, LLC z I 9A Instrument #2005 -72552 N (5) Spaces lAe LJ I CD 18A I CL _j tn w m 1 _L5) Spac s Z 1 II �° / Q I 2' IIAet 7.13' (5) Spac s "I ° 'e 43.43' es I I I °• `� ° � I Mini 5' B.L ir7 f ( a t avem Pavement utenft 2' � To 3.6 South - m �� ) Of The South Line For Lot 9A 1;�� IPS IPS S 89 006'26" W 121.47' °06'26" W h 13.96' (P) 14.01'(C) Curb Inlet p> TC: 847.88' ON \ •�,b 90.65 qq 1 I !n p GUT: 847.52' 0 V1 \ �I / ol x� Landscape Enclosure g{� &'O M 0 N1 a ~ \U S /� I \ 6 La r , BurfoT, Rropoes, LLC ,l g`� InstrAent #2005 - 72555 � c I Gary D. Jones & Guy E. Jones X13 g�'a o W I Instrument #99- 9956871 _NCO I N: 43. O •� 3 e•1 ,,tO ,1�� )V E: E 43. 4' �. 1 5 .�� /�,_ - -- - - -- -844— �1. g PVC Pipe At End / RCA 10__B.L.�� L�y Det@ *ion r , II — r��j 4 �._ _ 9.g - , S PF 0.1 AFG W 1'25.55' T 0 0 0 0 0 0 r- ;U Ln O N W Oo 5 I 4 I 3 9- 1 8 I 7 I 6 I 5 GENERAL NOTES: 1) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND /OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3) UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND /OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4) ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5) SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS, 7) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8) IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846 -6611 OR TOLL FREE 1- 800 - 452 -6408 DEMOLITION PLAN NOTES: OSAWCUT ONE FOOT OF EXISTING PAVEMENT FULL DEPTH FOR REMOVAL AND PLACEMENT OF NEW ASPHALT PAVING O2 SAWCUT EXISTING ASPHALT FULL DEPTH FOR REMOVAL O3 REMOVE EXISTING ASPHALT O SAWCUT EXISTING CURB FOR REMOVAL �5 REMOVE EXISTING CURB O LIMITS OF PROPOSED BUILDING O RELOCATE EXISTING TREE(S) AND LANDSCAPE BED PER APPROVED LANDSCAPE PLAN O INSTALL TREE PRESERVATION FENCE PER DETAIL ON SHEET 0201 ALL EXISTING TREES ON SITE ARE TO BE PRESERVED IF POSSIBLE. ANY TREE THAT IS NEAR CONSTRUCTION ACTIVITY SHALL BE PRESERVED PER THE DETAIL ON SHEET L101. COORDINATE OFF -SITE DEMOLITION WORK WITH ADJOINING PROPERTY OWNER AS NEEDED. DISTURBED ACREAGE _ 0.44± AC. LEGEND V FH# Q+ = EXIST. FIRE HYDRANT WM0 OO EXIST. WATER METER/VALVE 8 = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) 0 G © = EXIST. GAS METER D4 ® = EXIST. GAS VALVE = EXIST. STORM INLET O E = EXIST. STORM /SAN./TELE. MANHOLE EM® ® O = EXIST. ELECTRIC METER ® 11 fi�" = EXIST. POWER POLE /POWER POLE w/ LIGHT GAC 1-- = EXIST. GUY ANCHOR T.Ped ® 0 = EXIST. TELEPHONE PEDESTAL ED = HVAC UNIT cog = EXIST. CLEANOUT mmB = MAILBOX = EXIST. LIGHT 0 80 = EXIST. BOLLARD ®— = EXIST. SANITARY SEWER LINE = EXIST. STORM SEWER LINE = EXIST. CONTOURS ® = CONCRETE END SECTION (C.E.S.) 0 GP = GATE POST = TRANSFORMER - - -- = RIGHT —OF —WAY LINE — — — — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE — STM = PROPOSED HDPE ROOF DRAIN 0 = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE — = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION = DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB — SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE 4 3 2 SCALE: 1 " = 30' 0 15 30 60 2 I Call 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "l T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTIONII THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES. INLETS. VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY MOLEY' 1-800 -382 -5544 TOLL FREE 1 • r.+ �c 00 V1 �knO [-y U en �oI W 0000 0 C 000 Z IL< t_: d ,4 x .40 U `j M M 00 f 7 X w w 0 Gn z W W a 7 r � 1-40 0000 N (� �O W �d xa W�a�H w 04 W W0 W z ° U o o° 00 zo w° y E" d aj > E W 0. U n z o z x N O a O 3 o C] z U x d 0 t` W U W F O P Ca R. m U C1 W F d A ° cri z 0 W (Y. \\0%J1111 111111/10// NFL'' %� N0. '10200392= STATE OF NA` I / ES K. SHI EMAN P.E. 10200392 d W C] h+i O ty 00 I � � a w Z� 0 q O � ° U LQ 0'7 \ W z M C C) rn U ail a E-g v W • a Cl) a I�1 •— C SHEET NO. ° C 0 PROJECT NO_ w07.0080